Abstract:
Disclosed are a prefabricated thermal insulating composite panel ( 1 ), an assembly thereof, a molded panel and a concrete slab comprising the same, and a method and a mold profile ( 50 ) for prefabricating the same. The prefabricated composite thermal insulating panel ( 1 ) comprises: two reinforcing protective layers ( 7 ) of an inorganic noncombustible material, a core ( 9 ) formed by a thermal insulating material, a frame ( 2 ) with installation grooves ( 13 ) surrounding the core ( 9 ) and being secured onto the core ( 9 ), with the core ( 9 ) being placed between the two reinforcing protective layers ( 7 ). The prefabricated thermal insulating composite panel ( 1 ) has the inorganic noncombustible material incorporated onto the outside of the core ( 9 ) of the thermal insulating material to have it covered, so as to solve the problem of the tendency of causing a fire, during the placement of the thermal insulating panels at a construction site or other places, or during the transportation or installation of the same, due to the combustible material thereof being exposed.

Description:
FIELD OF THE INVENTION 
     The present invention belongs to the field of building structural members and fabrication and construction methods thereof, and in particular, relates to a prefabricated thermal insulating composite panel, a prefabricated method and a mould profile for prefabricating the same, and further relates to a permanent concrete form made of said prefabricated thermal insulating composite panel, a splicing module comprising said prefabricated thermal insulating composite panel, a structural member with thermal insulation property formed by combining said prefabricated thermal insulating composite panel with concrete, and a construction method thereof, a structural member with thermal insulation property formed by adding said prefabricated thermal insulating composite panel onto the existing structural substrate, and a construction method thereof. 
     DESCRIPTION OF THE PRIOR ART 
     As the global energy supply becomes increasingly tight, various countries are actively developing energy-saving and emission-reducing technologies with immediate effects while vigorously developing new energy technologies. Building energy consumption accounts for more than about 40% of the total social energy consumption, which does not even include energy consumed by building materials in production, transportation and construction processes. Technical development aimed at lowering building-related energy consumption has also become a major direction in the industry. 
     The most effective and most practical technologies of building energy conservation are external thermal insulation technologies for external wall, which are vigorously promoted and implemented in China right now. Thermal insulation needs to be applied on about 4 billion square meters of newly built buildings every year. In addition, there are about more than 40 billion square meters of existing buildings to be retrofitted for thermal insulation. Related state and local departments have also correspondingly formulated specific implementation standards and operational specifications. 
     Currently, there is a major difficult problem in the prior art, namely most external thermal insulation applications for external wall employ organic high performance foaming materials, which are combustible materials. If they are hit by open fire, they will be inflamed and it will be difficult to extinguish the fire. Although inorganic thermal insulating materials have excellent fire resistance performance, their thermal insulation property cannot meet the existing energy saving standards and requirements. Current external thermal insulation construction technologies for external wall are mostly layered construction, which makes it inevitable that the organic combustible materials will be exposed in certain periods. When they are hit by open fire (e.g. electric welding and the like), there is still a potential risk of fire. 
     SUMMARY OF THE INVENTION 
     One object of the present invention is to provide a novel prefabricated thermal insulating composite panel. Said prefabricated thermal insulating composite panel is prefabricated in a factory by combining an inorganic non-combustible material to the external side of the combustible thermal insulating material, which covers the core of the combustible thermal insulating material, thereby solving the problem of the tendency of causing a fire due to the exposed combustible material while storing, transporting or installing thermal insulation panels at a construction site or other places. 
     The technologies according to the present invention are as follows: 
     First Basic Technology 
     The first basic technology of the present invention relates to a prefabricated thermal insulating composite panel ( 1 ), which comprises an internal main surface ( 101 ), an external main surface ( 102 ), and four side end surfaces ( 103 ,  104 ,  105 ,  106 ), includes a core ( 9 ) made of the thermal insulation panel, and said prefabricated thermal insulating composite panel further comprises: 
     Two reinforcing protective layers ( 7 ) formed by cement-based or gypsum-based polymer-modified mortar; said core ( 9 ) is disposed between said two reinforcing protective layers ( 7 ), and said two reinforcing protective layers are bonded with said core ( 9 ); 
     A frame ( 2 ), said frame ( 2 ) surrounds the periphery of the core ( 9 ) and is fastened to the core ( 9 ), inside the internal main surface ( 101 ) and the external main surface ( 102 ) of said prefabricated thermal insulating composite panel, said reinforcing protective layers cover said frame such that said frame is exposed only at the four side end surfaces ( 103 ,  104 ,  105 ,  106 ) of said prefabricated thermal insulating composite panel, said frame ( 2 ) comprises two frame connection parts ( 11 ) at the external side of said frame and disposed at the top and bottom of the frame, respectively, and an installation groove ( 13 ) at the external side of said frame and disposed between said two frame connection parts ( 11 ), and said installation groove extends along the entire frame length. 
     The present invention has the following advantageous effects: 
     According to the prefabricated thermal insulating composite panel of the present invention, the core ( 9 ) is disposed between two reinforcing protective layers ( 7 ) formed by cement-based or gypsum-based polymer-modified mortar. As a result, on the product of prefabricated thermal insulating composite panel delivered by a manufacturing factory, the inorganic non-combustible reinforcing protective layers ( 7 ) have been used to cover the core ( 9 ) of the combustible organic material, achieving the effect that it is not easy to be inflamed. This fire-resistant effect is extraordinary either during transportation or at a construction site. In particular for the construction site, it is safer for piling or storage than the thermal insulating panels according to the prior art. Inside the internal main surface ( 101 ) and the external main surface ( 102 ) of said prefabricated thermal insulating composite panel, moreover, said reinforcing protective layers cover said frame ( 2 ). As a result, the frame is used to provide the integrity and strength for the composite panel and the installation groove on the frame is used to make it convenient for assembly. At the same time, said frame is exposed only at the four side end surfaces ( 103 ,  104 ,  105 ,  106 ) of said prefabricated thermal insulating composite panel. Consequently, an inorganic non-combustible material covers the combustible organic material to form an enclosed composite structure such that it will not be inflamed. 
     On the other hand, all of the thermal insulating materials according to the prior art are light and low strength materials, which are much lower than the strength of concrete forms, while the prefabricated thermal insulating composite panel of the present invention has a strength equivalent to that of construction concrete forms thanks to the composite reinforcing protective layers on the external sides. As a result, this composite panel not only has properties of a thermal insulating material, but also can be used as a concrete form that does not need to be detached (i.e. permanent concrete form), thereby integrating thermal insulating material installation and concrete form construction, eliminating the subsequent detachment of concrete forms and extra construction of a thermal insulating layer. It saves working procedures, saves materials, and in particular, saves a large quantity of wood. Therefore, the other object of the present invention is to provide a novel prefabricated thermal insulating composite panel. Said novel prefabricated thermal insulating composite panel adds reinforcing protective layers to both sides of the core of insulating material and adds a frame having an installation groove around the core, which, on one hand, improves the strength of the prefabricated thermal insulating composite panel and on the other hand, enables the assembly of the prefabricated thermal insulating composite panels by means of the installation grooves and embedding strips and/or tension connection parts that coordinate with the installation grooves, ensures the smoothness of external surfaces, realizes the assembly operation on construction sites, and improves the construction efficiency. With respect to this purpose, the material that forms the thermal insulating panel can be either an organic combustible thermal insulating material or an inorganic non-combustible thermal insulating material. 
     According to the statistics, the construction industry has become the largest user of wood in the industrial sector in China, which accounts for more than 70% of the wood consumption by the industrial sector. For example, the area of buildings under construction by real estate businesses of the whole country reached 3.084 billion square meters in the first half of 2010. If the ratio of construction area to concrete form area is 10:1, the 3.084 billion square meters of building will use 308.4 million square meters of concrete forms. If ⅔ of these concrete forms are wood concrete forms, then about 3.08 million cubic meters of wood (with the average thickness of concrete forms at 15 mm) will be consumed. In other words, we need to cut about 51.3 million trees, equivalent to about 730,000 mu of forest, to manufacture these concrete forms. If the prefabricated thermal insulating composite panel of the present invention is used as a permanent concrete form, the wood can be saved and the forest will escape destruction, and the environment will be protected. According to relevant sources, each hectare of forest can absorb about 16 tons of carbon dioxide and produces 12 tons of oxygen every year. Then, 730,000 mu of forest can absorb 780,000 tons of carbon dioxide and produces 580,000 tons of oxygen every year, which are potential environmental benefits by employing this technology only in the first half of 2010. 
     Moreover, the prefabricated thermal insulating composite panel of the present invention comprises a periphery surrounding the core ( 9 ) and a frame fastened to the core ( 9 ), the frame comprises two frame connection parts ( 11 ) at the external side of said frame and disposed at the top and bottom of the frame, respectively, and an installation groove ( 13 ) at the external side of said frame and disposed between said two frame connection parts ( 11 ), and said installation groove extends along the entire frame length. On one hand, the frame helps the provision of integrity for the thermal insulating composite panel and further provides strength. On the other hand, an installation groove is disposed on the frame to extend along its length. With the cooperation between a seamed connector and/or a seamless connector and the installation groove, therefore, the assembly of the prefabricated thermal insulating composite panels is very convenient, which can improve the construction efficiency. For the construction industry, this provides an efficient and rapid novel construction method. 
     If such a prefabricated composite panel with high structural strength, good thermal insulating property and fire resistant capability is used as permanent concrete form, its size is designed to be modular size, and an industrial frame of cold bend thin wall steel profiles is used as reinforcing bars (i.e. the skeleton of the entire concrete structure), an efficient and rapid integrated novel building system and construction method primarily consisted of composite panel splice, composite panel tension connection and concrete pouring can be developed. 
     When a cement-based polymer-modified mortar of Portland cement or magnesium oxychloride cement is used as the reinforcing protective layer and an organic thermal insulating material is used as the core, the fire-resistant effect will be more prominent. 
     The prefabricated thermal insulating composite panel of the present invention can have no decorative surface or have a decorative surface. If a decorative surface ( 15 ) is added to the external side of the prefabricated composite panel, the field construction operations can be reduced and the labor intensity may be lowered, which further improves the efficiency, shortens the construction period, and saves the cost. 
     Furthermore, the prefabricated composite panel of the present invention may be used in combination with the unique structure of the frame of cold bend thin wall steel profiles proposed in the present invention. Such a combination will form the concrete slab structural member of the present invention and the construction method thereof. In said concrete slab structural member, each longitudinal steel profile keel comprises two longitudinal cold bend thin wall steel profiles ( 951 ,  952 ;  851 ,  852 ), the main surfaces of said longitudinal cold bend thin wall steel profiles, the main surface of the concrete slab structural member, and the internal side main surface and external side main surface of the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner included in said thermal insulating composite panel structural assembly are parallel to each other, the two longitudinal cold bend thin wall steel profiles are spaced apart and opposite each other along a direction perpendicular to the main surface of the concrete slab structural member, so that a space ( 200 ) is left between the two longitudinal cold bend thin wall steel profiles, and therefore the concrete can easily flow through the space left between the two longitudinal cold bend thin wall steel profiles when it is poured. This avoids the problem created by the placement of the main surfaces of the cold bend thin wall steel profiles perpendicular to the main surface of the concrete slab structural member according to the prior art: 1) when concrete is poured between the external concrete form and the internal concrete form, the flowing of the concrete is hindered by the cold bend thin wall steel profiles, the concrete pouring efficiency is low, and the compactness and homogeneity of the poured concrete are affected; 2) the main surfaces of the cold bend thin wall steel profiles are perpendicular to the main surface of the concrete slab structural member, such that the cold bend thin wall steel profiles extend in the direction from indoor to outdoor and consequently form a cold bridge between the indoor and the outdoor, affecting the thermal insulating effect of the thermal insulating panel. By employing the novel structure of the frame of cold bend thin wall steel profiles, the concrete slab structural member according to the present invention solves the two problems in the prior art: 1) regarding the above problem 1), the longitudinal cold bend thin wall steel profiles of the present invention extend in the direction parallel to the main surface of the concrete slab structural member, and will not cause the same big hindrance as the prior art to the flowing of the poured concrete along the lateral extension direction of the concrete slab and along the concrete forms, and consequently the concrete can smoothly flow in the direction of the main surfaces of thin wall steel profiles. This can improve the pouring efficiency and ensure the compactness and homogeneity of the concrete that has been poured into the space between the internal and external concrete forms; regarding the above problem 2), the cold bend thin wall steel profiles of the present invention extend in the direction parallel to the main surface of the concrete slab structural member (perpendicular to the direction from indoor to outdoor), which avoids the formation of a cold bridge between the indoor and the outdoor. 
     When the prefabricated thermal insulating composite panel product, the prefabricated thermal insulating composite panel product having a corner and the frame structure product of cold bend thin wall steel profiles according to the present invention are combined, moreover, a complete building industry system will be formed. This system relates to building design and building structure, and moreover, relates to building construction. With an extensive application range, this system has the following advantages: 
     1. All products in this series are industrialized and standardized products, which can improve the resource utilization efficiency and ensure the product quality through large scale factory production, and turn the time-consuming field construction to factories. This completely complies with the state&#39;s development direction of housing industrialization. 
     2. Since the inorganic non-combustible material is compounded to the external side of the thermal insulating composite panel, the potential fire risk can be effectively eliminated in the transportation, storage and construction processes of these products. 
     3. When a reinforcing material, such as a reinforcing net formed by alkali-resistant glass fiber, carbon fiber or steel fiber, is added into the reinforcing protective layers of the inorganic non-combustible material on the external side, and/or chopped alkali-resistant glass fiber, chopped alkali-resistant carbon fiber or chopped alkali-resistant steel fiber is evenly distributed in said reinforcing protective layers, the bending strength of the composite panel is significantly superior to the bending strength of veneer plywood used as concrete forms, and can directly take the place of wood concrete forms on the external side of the surface that needs thermal insulation. The use of this form detachment-free technique not only makes the connection between the thermal insulating layer and the structural layer firm, but also eliminates the labor-consuming and time-consuming construction of thermal insulation, and further reduces the operations in conventional construction methods on detachment, maintenance, transport and final treatment of concrete forms. 
     4. When the prefabricated composite panel according to the present invention is combined with the frame structure of cold bend thin wall steel profiles according to the present invention to replace thread steel with cold bend thin wall steel profiles, the stability of temporary structure and accuracy of sizes are significantly improved without increasing the total steel consumption, such that the construction process is more convenient, rapid and reliable, and the use of temporary support is effectively reduced. 
     5. Due to the change of the construction method, the workload of field construction is greatly reduced, thereby saving labor, reducing work intensity, and shortening the construction period. As estimated, the application of the novel assembly technique for the building industry formed by the combination of the composite panel according to the present invention and the cold bend thin wall steel profile frame according to the present invention can save labor by 35%˜50% and shorten the construction period by more than 40%. 
     6. When concrete is poured between the permanent concrete form of the present invention and regular concrete form such that the concrete binds with the cold bend thin wall steel profile frame, a composite steel-concrete construction can be formed. The composite steel-concrete construction is one of the structures that are currently recognized to have the most excellent anti-earthquake, lasting and fire-resistant properties. Its anti-earthquake property is far better than the masonry structure, its fire resistant property and lasting property are far better than the steel structure, and its anti-earthquake and structural ductility are far better than those of the reinforced concrete structure according to the prior art. 
     7. When no concrete is poured, the structure formed by combining the prefabricated composite panel according to the present invention and assembly thereof with the cold bend thin wall steel profile frame according to the prior art can be used to build low lightweight steel buildings or rapidly assembled temporary buildings. In this case, galvanized steel sheets with good weather resistance should be used to make the cold bend thin wall steel profiles and water-proof structure should be constructed. 
     8. In applications with an existing substrate wall, the composite panel according to the present invention can be used as the product integrated with thermal insulation and decoration. The decorative surface layer can be made into a surface with stone, wood or metal texture. Fine aggregate concrete can be poured into the cavity to improve the structural strength and water-proof capability of the existing wall, which is particularly useful for renovation of old buildings. 
     Preferred technologies of the first basic technology and other basic technologies of the present invention will be described below, respectively: 
     Preferred Technologies of the First Basic Technology 
     In the prefabricated thermal insulating composite panel of a first preferred technology based on the first basic technology, each reinforcing protective layer ( 7 ) comprises a reinforcing material embedded therein, and the size of said prefabricated thermal insulating composite panel is a modular size that complies with the building standardization. The prefabricated thermal insulating composite panel of said preferred technology further improves the prefabricated panel strength by embedding a reinforcing material in the reinforcing protective layer, further facilitates the standard production and standard construction of the prefabricated panel and further helps the improvement of construction efficiency by setting the prefabricated panel size to a modular size that complies with the building standardization. 
     In the prefabricated thermal insulating composite panel of a second preferred technology based on the first preferred technology, said reinforcing material comprises a reinforcing net ( 8 ) formed by alkali-resistant glass fiber, carbon fiber or steel fiber, or comprises alkali-resistant chopped glass fiber, chopped carbon fiber or chopped steel fiber that is evenly distributed in said reinforcing protective layers. The reinforcing material according to said preferred technology is particularly effective in further improving the strength of the protective layer and consequently improving the strength of the entire prefabricated panel. 
     In the prefabricated thermal insulating composite panel of a third preferred technology based on the first preferred technology, said cement is Portland cement or magnesium oxychloride cement, and said thermal insulating panel is made of a combustible organic thermal insulating material. In said preferred technology, Portland cement or magnesium oxychloride cement is combined with the thermal insulating panel made of a combustible organic thermal insulating material such that the fire-resistant effect is further improved. 
     In the prefabricated thermal insulating composite panel of a fourth preferred technology based on the first basic technology, said frame ( 2 ) comprises four frame profile segments, both end surfaces of each frame profile segment are inclined planes such that the ends of the four frame profile segments can be assembled in pairs through butt joint to form a complete frame ( 2 ), each frame profile segment is formed integrally, and each frame profile segment comprises: 
     Two fixing wings ( 10 ) at the internal side of said frame profile and disposed at the top and bottom of the frame profile, respectively; and 
     A core fixing groove ( 3 ) at the internal side of said frame profile and disposed between said two fixing wings ( 10 ); 
     Wherein, each of said two frame connection parts ( 11 ) is formed with a frame connection hole ( 4 ); each of the edges of the four sides of said core ( 9 ) of said prefabricated thermal insulating composite panel is inserted, respectively, into the core fixing groove ( 3 ) of a frame profile segment, and moreover, said two fixing wings ( 10 ) of each frame profile segment clamp to be fixed onto one of the four edges of said core ( 9 ); 
     Said prefabricated thermal insulating composite panel further comprises: 
     A frame profile reinforcing member ( 5 ), one or two frame profile reinforcing members ( 5 ) are disposed between every two frame profile segments with the ends thereof connected through butt joint, said frame profile reinforcing member ( 5 ) comprises two insert connection parts ( 51 ), said two insert connection parts ( 51 ) are inserted, respectively, into the adjacent frame connection holes ( 4 ) of every two adjacent frame profile segments and fixed into the frame connection holes ( 4 ) so as to connect the four frame profile segments to form a whole piece. 
     In said preferred technology, the frame is assembled with segments, the assembly is completed by means of frame reinforcing members and frame connection holes on the frame, and core fixing wings and fixing grooves of the frame are used to fixedly connect with the core. As a result, a novel and unique assembly method is developed that facilitates the manufacturing by building material factories. Furthermore, the manufactured prefabricated composite panel has further improved overall strength and overall rigidity. 
     In the prefabricated thermal insulating composite panel of a fifth preferred technology based on the fourth preferred technology, said installation groove ( 13 ) is disposed in the middle relative to said two frame connection parts ( 11 ), and said core fixing groove ( 3 ) is disposed in the middle on the internal side of said frame relative to said two fixing wings. In said preferred technology, the installation groove and the core fixing groove are disposed in the middle, respectively, the frame is symmetric laterally, there is no left or right when the frame is installed on the core, which facilitates the operation of installation of the frame on the core at a building material factor; at the same time, the prefabricated thermal insulating composite panel is also symmetric laterally along its central main surface, and there is no need to differentiate the inner or external side of the prefabricated panel when the prefabricated panel is assembled on the construction site, which facilitates the assembly of the prefabricated thermal insulating composite panel on the building construction site. 
     In the prefabricated thermal insulating composite panel of a sixth preferred technology based on the fifth preferred technology, it further comprises a decorative surface layer ( 15 ), said decorative surface layer ( 15 ) is disposed at the external side of the reinforcing protective layer ( 7 ) at the external side of said prefabricated thermal insulating composite panel and is bonded with said reinforcing protective layer ( 7 ). The prefabricated panel in said preferred technology comprises the decorative surface layer such that one assembly operation can complete tasks that can be completed by at least three procedures of the prior art (erecting concrete forms, thermal insulating layer construction and decorative surface layer construction), which further improves the construction efficiency. 
     In the prefabricated thermal insulating composite panel of a seventh preferred technology based on the first basic technology, said thermal insulating panel is a thermal insulating panel made of a combustible organic thermal insulating material. In said preferred technology, the thermal insulating panel is made of a combustible organic thermal insulating material such that the effects in improving the strength of the prefabricated thermal insulating composite panel and the efficiency of field assembly operation are realized and moreover, the fire resistant effect is further improved. At the same time, the cost of organic thermal insulating material that achieves the same heat resistance is lower than the cost of inorganic thermal insulating material, and the entire prefabricated thermal insulating panel has a greater cost advantage. 
     In the prefabricated thermal insulating composite panel of an eighth preferred technology based on the first basic technology, said prefabricated thermal insulating panel is square or rectangular, and its size and weight are set to facilitate the manual transport and operation by construction workers. According to said preferred technology, when the prefabricated panel is made into a square or rectangular shape, the assembly operation is more convenient, and it further facilitates the standard design and construction; by setting the size and weight to facilitate the manual transport and operation by construction workers, it can make the construction site less dependent on lifting equipment and reduce the construction cost while improving the construction efficiency. Square prefabricated panels make the assembly thereof more convenient, which means that the four sides of a panel have completely the same structure and there is no need to differentiate during field assembly. When a prefabricated thermal insulating composite panel is formed by combining said eighth preferred technology and the fifth preferred technology, the standardization of panel production and the standardization and convenience of field assembly are further improved. When the prefabricated panels are assembled, there is no need to differentiate internal side from external side, and moreover, there is no need to differentiate vertically and laterally. The assembly is extremely flexible and convenient, which is a construction method that is not easy to result in errors. 
     The Second Basic Technology and Preferred Technologies Thereof 
     The second basic technology relates to a prefabricated thermal insulating composite panel with a corner ( 20 ), which comprises two thermal insulating composite panel parts, each of said two thermal insulating composite panel parts comprises an internal main surface ( 101 ), an external main surface ( 102 ), and four side end surfaces, one side end surface of said four side end surfaces is formed to be inclined planes ( 108 ,  109 ) that incline relative to the internal main surface ( 101 ) and the external main surface ( 102 ) of said thermal insulating composite panel part, the two inclined planes ( 108 ,  109 ) have the same size and same inclination angle for mutual cooperation, the two thermal insulating composite panel parts are connected at the inclined planes through butt joint such that the two thermal insulating composite panel parts are disposed in two different planes, respectively, said two different planes intersect each other, and each thermal insulating composite panel part comprises: 
     A core ( 9 ) made of the thermal insulation panel; 
     Two reinforcing protective layers ( 7 ) formed by cement-based or gypsum-based polymer-modified mortar, said core ( 9 ) is disposed between said two reinforcing protective layers ( 7 ), and said two reinforcing protective layers are bonded with said core ( 9 ); 
     A frame ( 2 ), said frame ( 2 ) is disposed on three sides of the three side end surfaces ( 103 ,  104 ,  106 ) other than the side end surface that is formed to have said inclined planes of said thermal insulating composite panel part of the core ( 9 ) and is fastened to the core ( 9 ), inside each surface of the internal main surface and the external main surface of said prefabricated thermal insulating composite panel with a corner, said reinforcing protective layers cover said frame such that said frame is exposed only at said three side end surfaces ( 103 ,  104 ,  106 ) of said prefabricated thermal insulating composite panel part of said prefabricated thermal insulating composite panel with a corner, said frame ( 2 ) comprises two frame connection parts ( 11 ) at the external side of said frame and disposed at the top and bottom of the frame, respectively, and an installation groove ( 13 ) at the external side of said frame and disposed between said two frame connection parts ( 11 ), and said installation groove extends along the entire frame length. 
     In the prefabricated thermal insulating composite panel with a corner of a first preferred technology based on the second basic technology, each reinforcing protective layer ( 7 ) comprises a reinforcing material embedded therein, and the size of said prefabricated thermal insulating composite panel with a corner is a modular size that complies with the building standardization. 
     In the prefabricated thermal insulating composite panel with a corner of a second preferred technology based on the prefabricated thermal insulating composite panel with a corner of the first preferred technology, said reinforcing material comprises a reinforcing net ( 8 ) formed by alkali-resistant glass fiber, carbon fiber or steel fiber, or comprises alkali-resistant chopped glass fiber, carbon fiber or steel fiber that is evenly distributed in said reinforcing protective layers. 
     In the prefabricated thermal insulating composite panel with a corner of a third preferred technology based on the prefabricated thermal insulating composite panel with a corner of the first preferred technology, said cement is Portland cement or magnesium oxychloride cement, and said thermal insulating panel is made of a combustible organic thermal insulating material. 
     In the prefabricated thermal insulating composite panel with a corner of a fourth preferred technology based on the second basic technology, said frame ( 2 ) included in each of said thermal insulating composite panel part comprises three frame profile segments, both end surfaces of each frame profile segment are inclined planes such that the ends of the six frame profile segments can be assembled in pairs through butt joint to form a complete frame ( 2 ), each frame profile segment is formed integrally, and each frame profile segment comprises: 
     Two fixing wings ( 10 ) at the internal side of said frame profile and disposed at the top and bottom of the frame profile, respectively; and 
     A core fixing groove ( 3 ) at the internal side of said frame profile and disposed between said two fixing wings ( 10 ); 
     Wherein, each of said two frame connection parts ( 11 ) is formed with a frame connection hole ( 4 ), the edges of three sides of the three side end surfaces ( 103 ,  104 ,  106 ) other than the side end surface that is formed to have said inclined plane of the core ( 9 ) of said thermal insulating composite panel part are inserted, respectively, into the core fixing groove ( 3 ) of a frame profile segment, and moreover, said two fixing wings ( 10 ) of each frame profile segment clamp to be fixed onto the edge of one side of the above three sides of said core ( 9 ); 
     Said prefabricated thermal insulating composite panel with a corner further comprises: 
     A frame profile reinforcing member ( 5 ). In addition to the position of said inclined planes, one or two frame profile reinforcing members ( 5 ) are disposed between every two frame profile segments with the ends thereof connected through butt joint at the butt joint position of side end surfaces of every adjacent two frame profile segments, said frame profile reinforcing member ( 5 ) comprises two insert connection parts ( 51 ), said two insert connection parts ( 51 ) are inserted, respectively, into the adjacent frame connection holes ( 4 ) of two adjacent frame profile segments of each thermal insulating composite panel part and fixed into the frame connection holes ( 4 ) so as to connect the adjacent frame profile segments to form a whole piece; 
     Said prefabricated thermal insulating composite panel with a corner further comprises: 
     A corner frame profile reinforcing member ( 6 ), one or two corner frame profile reinforcing members ( 6 ) are disposed between two frame profiles at the butt joint of the end surfaces of the two frame profiles at the position of said inclined planes, said corner frame profile reinforcing member ( 6 ) comprises a corner insert connection part ( 61 ), said corner insert connection part ( 61 ) is inserted into the frame connection holes ( 4 ) of said two adjacent frames at the position of said inclined planes and fixes the adjacent two frame profiles at the position of said inclined planes where said two thermal insulating composite panel parts are connected through butt joint, thereby fixedly connecting the six frame profile segments of the two adjacent thermal insulating composite panel parts to form a complete frame, and fixedly combining said two thermal insulating composite panel parts to form a whole piece. 
     In the prefabricated thermal insulating composite panel with a corner of a fifth preferred technology based on the prefabricated thermal insulating composite panel with a corner of the fourth preferred technology, said installation groove ( 13 ) is disposed in the middle relative to said two frame connection parts ( 11 ), and said core fixing groove ( 3 ) is disposed in the middle relative to said two fixing wings ( 10 ). 
     In the prefabricated thermal insulating composite panel with a corner of a sixth preferred technology based on the second basic technology, it further comprises a decorative surface layer ( 15 ), said decorative surface layer ( 15 ) is disposed at the external side of the reinforcing protective layer ( 7 ) at the external side of said prefabricated thermal insulating composite panel with a corner and is bonded with said reinforcing protective layer ( 7 ). 
     In the prefabricated thermal insulating composite panel with a corner of a seventh preferred technology based on the second basic technology, said thermal insulating panel is a thermal insulating panel made of a combustible organic thermal insulating material. 
     In the prefabricated thermal insulating composite panel with a corner of an eighth preferred technology based on the prefabricated thermal insulating composite panel with a corner of the seventh preferred technology, the thermal insulating composite panel parts of said prefabricated thermal insulating panel having a corner are square or rectangular, and their size and weight are set to facilitate the manual transport and operation by construction workers. 
     The further advantageous effects of the first basic technology of the present invention and preferred technologies thereof that have been described above are similarly applicable to the substrate technology and preferred technologies thereof of the prefabricated thermal insulating composite panel with a corner of the present invention, which will not be described again herein. 
     The Third Basic Technology and Preferred Technologies Thereof 
     The third basic technology of the present invention relates to a thermal insulating composite panel structure assembly, which comprises a plurality of prefabricated thermal insulating composite panels ( 1 ) as set forth in any technology of the first basic technology and preferred technologies thereof, said plurality of prefabricated thermal insulating composite panels are assembled by means of butt joint of side end surfaces, the structure assembly consisted of said prefabricated thermal insulating composite panels further comprises: a plurality of tension connection members, each of said plurality of tension connection members comprises installation groove embedding parts ( 162 ,  163 ,  171 ,  172 ) and projecting parts ( 164 ,  173 ), said installation groove embedding parts are embedded into the installation grooves of said prefabricated thermal insulating composite panels, said projecting parts project out of said installation grooves and extend toward said internal main surface ( 101 ) and beyond said internal main surface ( 101 ), and through the connection cooperation between said plurality of tension connection members and said installation grooves, said plurality of prefabricated thermal insulating composite panels are assembled together. 
     The thermal insulating composite panel structure assembly of a first preferred technology based on the third basic technology further comprises a plurality of prefabricated thermal insulating composite panels with a corner ( 20 ) as set forth in any technology of the second basic technology and preferred technologies thereof, the height and thickness of said plurality of prefabricated thermal insulating composite panels with a corner are equal to the height and thickness of said prefabricated thermal insulating composite panels, respectively, the installation grooves of said prefabricated thermal insulating composite panels with a corner have the same size as the installation grooves ( 13 ) of said prefabricated thermal insulating composite panels, side end surfaces of said prefabricated thermal insulating composite panel with a corner are connected with side end surfaces of said prefabricated thermal insulating composite panels in pairs through butt joint. Through the connection cooperation between a plurality of tension connection members ( 16 ,  17 ) and said installation groove ( 13 ), said prefabricated thermal insulating composite panels with a corner and said prefabricated thermal insulating composite panels that are adjacent and connected through butt joint are assembled together, and every two adjacent prefabricated thermal insulating composite panels with a corner are assembled together through the connection cooperation between the tension connection members and said installation groove. 
     In the thermal insulating composite panel structure assembly of a second preferred technology based on the third basic technology or the first preferred technology of the third basic technology, said tension connection members substantially appear to be of a T shape, said installation groove embedding part is formed at the top portion of said T shape, said projecting part is formed at the bottom portion of said T shape, the cross-sectional shape of the installation groove embedding part ( 162 ,  163 ,  171 ,  172 ) of said tension connection member is consistent with the cross-sectional shape of said installation groove ( 13 ) such that the installation groove embedding part ( 162 ,  163 ,  171 ,  172 ) and said installation groove ( 13 ) cooperate mutually. 
     In the thermal insulating composite panel structure assembly of a third preferred technology based on the third basic technology, said tension connection member comprises a seamed tension connection member ( 16 ) and a seamless tension connection member ( 17 ), said seamed tension connection member comprises a body ( 161 ), the projecting part ( 164 ) of said seamed tension connection member is located in the same plane as said body ( 161 ) of said seamed tension connection member, the installation groove embedding parts ( 162 ,  163 ) of said seamed tension connection member extend beyond the surface in which said projecting part and said body of said seamed tension connection member are located along a direction perpendicular to the surface in which said projecting part and said body of said seamed tension connection member are located, in said structure assembly, said seamed tension connection member is disposed inside a horizontal seam formed by the butt joint of every two adjacent prefabricated thermal insulating composite panels, the cross-sectional widths (W 1a1 , W 1a2 ) of the installation groove embedding parts of said seamed tension connection member and said seamless tension connection member are equal to the width (W groove ) of the installation groove of the prefabricated thermal insulating composite panel, and the cross-sectional height (h 1a1 ) of the installation groove embedding part of said seamed tension connection member is equal to or smaller than the depth (d groove ) of the installation groove; the cross-sectional height (h 1a2 ) of the installation groove embedding part of said seamless tension connection member is equal to the sum of the depths (d groove ) of two installation grooves of two prefabricated thermal insulating composite panels that are connected through butt joint, said seamless tension connection member comprises a necking part ( 178 ), said necking part is disposed between said installation groove embedding part ( 171 ) and said projecting part ( 173 ), said entire seamless tension connection member has the same thickness, the cross-sectional width of said necking part is smaller than the cross-sectional width of said projecting part, a slot ( 179 ) is formed along one of the two vertical frame connection parts ( 11 ) of each of every two prefabricated thermal insulating composite panels that are adjacent laterally, two adjacent slots are opposite each other, the width of said slot is equal to the width of said necking part, and the sum of the depths of two slots is equal to the thickness of said necking part. 
     In the thermal insulating composite panel structure assembly based on the first preferred technology of the third basic technology, said tension connection member comprises a seamed tension connection member ( 16 ) and a seamless tension connection member ( 17 ), said seamed tension connection member comprises a body ( 161 ), the projecting part ( 164 ) of said seamed tension connection member is located in the same plane as said body ( 161 ) of said seamed tension connection member, the installation groove embedding parts ( 162 ,  163 ) of said seamed tension connection member extend beyond the surface in which said projecting part and said body of said seamed tension connection member are located along a direction perpendicular to the surface in which said projecting part and said body of said seamed tension connection member are located, in said structure assembly, said seamed tension connection member is disposed inside both a horizontal seam formed by the butt joint of every two adjacent prefabricated thermal insulating composite panels and a horizontal seam formed by the butt joint of every two adjacent prefabricated thermal insulating composite panels with a corner, the cross-sectional widths (W 1a1 , W 1a2 ) of the installation groove embedding parts of said seamed tension connection member and said seamless tension connection member are equal to the width (W groove ) of the installation groove of the prefabricated thermal insulating composite panel and of the installation groove of the prefabricated thermal insulating composite panel with a corner, and the cross-sectional height (h 1a1 ) of the installation groove embedding part of said seamed tension connection member is equal to or smaller than the depth (d groove ) of said installation grooves; the cross-sectional height (h 1a2 ) of the installation groove embedding part of said seamless tension connection member is equal to the sum of the depths (d groove ) of two installation grooves, said seamless tension connection member comprises a necking part ( 178 ), said necking part is disposed between said installation groove embedding part ( 171 ) and said projecting part ( 173 ), said entire seamless tension connection member has the same thickness, the cross-sectional width of said necking part is smaller than the cross-sectional width of said projecting part, a slot ( 179 ) is formed along one of the two vertical frame connection parts ( 11 ) of each of every two prefabricated thermal insulating composite panels that are adjacent laterally and vertically along one of the two frame connection parts ( 11 ) of each of a prefabricated thermal insulating composite panel and a prefabricated thermal insulating composite panel with a corner that are adjacent laterally, two adjacent slots are opposite each other, the width of said slot is equal to the width of said necking part, and the sum of the depths of two slots is equal to the thickness of said necking part. 
     The Fourth Basic Technology 
     The fourth basic technology of the present invention relates to a permanent concrete form, said permanent concrete form comprising: 
     The prefabricated thermal insulating composite panel as set forth in any technology of the first basic technology and preferred technologies thereof, and/or the prefabricated thermal insulating composite panel with a corner as set forth in any technology of the second basic technology and preferred technologies thereof; 
     Or comprising: the thermal insulating composite panel structure assembly as set forth in any technology of the third basic technology and preferred technologies thereof. 
     The Fifth Basic Technology and Preferred Technologies Thereof 
     The fifth basic technology of the present invention relates to a concrete slab structural member, comprising: 
     A reinforcing bar; 
     A first concrete form, which is disposed at one side of said reinforcing bar; 
     A second concrete form, which is disposed at the other side of said reinforcing bar; 
     Concrete, which is disposed between said first concrete form and said second concrete form; 
     Wherein one or both of said first concrete form and said second concrete form are permanent concrete forms, and said concrete binds with said reinforcing bar and said permanent concrete forms to form a whole piece; 
     Wherein said permanent concrete form comprises: the thermal insulating composite panel structure assembly as set forth in any technology of the third basic technology and preferred technologies thereof, and said thermal insulating composite panel structure assembly is fixedly connected with said reinforcing bar via the projecting part of said tension connection member ( 16 ,  17 ,  165 ). 
     In the concrete slab structural member of a first preferred technology based on the fifth basic technology, said reinforcing bar is a steel bar or a cold bend thin wall steel profile frame; said cold bend thin wall steel profile frame comprises: 
     a plurality of longitudinal steel profile keels ( 95 ,  85 ) that are spaced apart along the extension direction of the main surface of the concrete slab structural member and placed in parallel to one another, each of the longitudinal steel profile keels comprises two longitudinal cold bend thin wall steel profiles ( 951 ,  952 ;  851 ,  852 ), the main surfaces of said longitudinal cold bend thin wall steel profiles are parallel to the internal main surface and the external main surface of the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner included in said thermal insulating composite panel structure assembly, said two longitudinal cold bend thin wall steel profiles are spaced apart and opposite each other along a direction perpendicular to the main surface of the concrete slab structural member, such that a space ( 200 ) is left between the two longitudinal cold bend thin wall steel profiles, and consequently the concrete can easily flow through the space left between the two longitudinal cold bend thin wall steel profiles when it is poured, the space left between the two longitudinal cold bend thin wall steel profiles is filled up with concrete, and both said first concrete form and said second concrete form are fixedly connected with said cold bend thin wall steel profile frame. 
     In the concrete slab structural member of a second preferred technology based on the first preferred technology of the fifth basic technology, said two longitudinal cold bend thin wall steel profiles are fixedly connected through steel profile connection members ( 96 ,  87 ), both said first concrete form and said second concrete form are spaced apart from the longitudinal cold bend thin wall steel profiles, and the concrete between said first concrete form and said second concrete form covers said cold bend thin wall steel profile frame. 
     In the concrete slab structural member of a third preferred technology based on the first preferred technology of the fifth basic technology, the longitudinal cold bend thin wall steel profiles ( 951 ,  952 ) included in each longitudinal cold bend thin wall steel profile keel ( 95 ) have a plurality of keel through holes ( 953 ,  954 ) distributed along the lengthwise direction thereon, the keel through holes ( 953 ,  954 ) on the two longitudinal cold bend thin wall steel profiles are opposite each other, projecting parts of said tension connection members ( 16 ,  17 ,  165 ) run through at least some of the keel through holes ( 953 ,  954 ) such that the running through direction of said keel through holes is perpendicular to the main surfaces of said concrete slab structural member and the internal main surface and the external main surface of the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner included in said thermal insulating composite panel structure assembly; one of said first concrete form and said second concrete form is regular concrete form, said permanent concrete form is the external concrete form, and said regular concrete form is the internal concrete form ( 92 ), 
     Said concrete slab structural member further comprises a tension bolt ( 91 ) and a tension sleeve ( 90 ), said tension sleeve ( 90 ) is disposed between said internal concrete form ( 92 ) and the longitudinal cold bend thin wall steel profile of the two longitudinal cold bend thin wall steel profiles included in each longitudinal steel profile keel that is located at the internal side; 
     The projecting parts of said tension connection members ( 16 ,  17 ,  165 ) extend out of said external concrete form and run through said keel through holes to connect with said tension sleeve for fixedly connecting said external concrete form with said longitudinal steel profile keel, and said tension bolt ( 91 ) runs through said internal concrete form ( 92 ) to connect with said tension sleeve for fixedly connecting said internal concrete form with said longitudinal steel profile keel. 
     In the concrete slab structural member of a fourth preferred technology based on the third preferred technology of the fifth basic technology, said concrete slab structural member further comprises: 
     A limiting sleeve ( 80 ), which is disposed between said external concrete form and the longitudinal cold bend thin wall steel profile of the two longitudinal cold bend thin wall steel profiles included in each longitudinal steel profile keel that is located at the external side. 
     In the concrete slab structural member of a fifth preferred technology based on the second preferred technology of the fifth basic technology, both of the two longitudinal cold bend thin wall steel profiles included in each longitudinal steel profile keel are C shaped steel profiles, and said cold bend thin wall steel profile frame further comprises: 
     A lateral connection steel profile keel, which comprises lateral cold bend thin wall steel profiles ( 981 ,  982 ,  881 ,  882 ); 
     A diagonal connection steel profile keel, which comprises diagonal cold bend thin wall steel profiles ( 891 ,  892 ), said longitudinal steel profile keels are placed vertically, a plurality of longitudinal steel profile keels placed in parallel are connected via said lateral connection steel profile keel, said diagonal connection steel profile keel is connected with said longitudinal steel profile keels, and said longitudinal steel profile keels, said lateral connection steel profile keel and said diagonal connection steel profile keel are connected to form a stable overall rigid structure. 
     In the concrete slab structural member of a sixth preferred technology based on the third preferred technology of the fifth basic technology, there is threaded connection between said tension connection member ( 165 ) and said tension sleeve ( 90 ), and there is threaded connection between said tension bolt ( 91 ) and said tension sleeve ( 90 ). 
     In the concrete slab structural member of a seventh preferred technology based on the fifth basic technology, the concrete slab structural member is a concrete wall slab structural member, further comprising: a starting platform ( 30 ) disposed at the bottom, said starting platform is fixed with a starting strip ( 31 ) thereon, said starting strip ( 31 ) has a projecting embedding part ( 310 ) that projects upwardly, the lowest installation groove ( 13 ) on the lowest prefabricated thermal insulating composite panel and prefabricated thermal insulating composite panel with a corner included in said permanent concrete form cooperates with the projecting embedding part ( 310 ) of said starting strip, and the projecting embedding part is embedded into said lowest installation groove. 
     The Sixth Basic Technology and Preferred Technologies Thereof 
     The sixth basic technology relates to a concrete wall slab structural member, comprising: a reinforcing bar; a first concrete form, which is disposed at one side of said reinforcing bar; a second concrete form, which is disposed at the other side of said reinforcing bar; a concrete form support, and said first concrete form and said second concrete form are fixedly connected with said concrete form support; concrete, which is disposed between said first concrete form and said second concrete form; wherein one or both of said first concrete form and said second concrete form are permanent concrete forms, and said concrete binds with said reinforcing bar and said permanent concrete forms to form a whole piece; wherein said permanent concrete form comprises the thermal insulating composite panel structure assembly as set forth in any technology of the third basic technology and preferred technologies thereof, and said thermal insulating composite panel structure assembly is fixedly connected with said concrete form support via the projecting part of said tension connection member ( 16 ,  17 ,  165 ). 
     In the concrete wall slab structural member of a first preferred technology based on the sixth basic technology, said first concrete form is the external concrete form, said external concrete form is permanent concrete form, said second concrete form is the internal concrete form ( 92 ), the concrete form support of said concrete wall slab structural member comprises: a concrete form vertical keel ( 922 ) and a concrete form lateral keel ( 921 ); 
     Said concrete wall slab structural member further comprises a tension bolt ( 91 ) and a tension sleeve ( 90 ), said tension sleeve ( 90 ) is disposed at the external side of said internal concrete form ( 92 ) and adjacent to said internal concrete form, said concrete form vertical keel ( 922 ) is disposed at the internal side of said internal concrete form ( 92 ) and adjacent to said internal concrete form, and said concrete form lateral keel is disposed at the internal side of said concrete form vertical keel and adjacent to said concrete form lateral keel. Starting from the internal side of said concrete form lateral keel, said tension bolt ( 91 ) runs through said concrete form lateral keel ( 921 ), said concrete form vertical keel ( 922 ) and said internal concrete form ( 92 ) sequentially to connect with said tension sleeve ( 90 ), thereby fixedly connecting said internal concrete form, said concrete form lateral keel and said concrete form vertical keel; the projecting part of said tension connection member ( 165 ) extends out of said external concrete form and runs through to connect with said tension sleeve, thereby fixedly connecting said external concrete form with said internal concrete form, said concrete form vertical keel and said concrete form lateral keel. 
     In the concrete wall slab structural member of a second preferred technology based on the first preferred technology of the sixth basic technology, there is threaded connection between said tension connection member ( 165 ) and said tension sleeve ( 90 ), and there is threaded connection between said tension bolt ( 91 ) and said tension sleeve ( 90 ). 
     In the concrete wall slab structural member of a third preferred technology based on the sixth basic technology, it further comprises: a starting platform ( 30 ) disposed at the bottom, said starting platform is fixed with a starting strip ( 31 ) thereon, said starting strip ( 31 ) has a projecting embedding part ( 310 ) that projects upwardly, the lowest installation groove ( 13 ) on the lowest prefabricated thermal insulating composite panel and prefabricated thermal insulating composite panel with a corner included in said permanent concrete form cooperates with the projecting embedding part ( 310 ) of said starting strip, and the projecting embedding part is embedded into said lowest installation groove. 
     The Seventh Basic Technology and Preferred Technologies Thereof 
     The seventh basic technology of the present invention relates to a wall structural member, comprising: a wall main structure part ( 100 ) and a thermal insulating layer part, said thermal insulating layer part being fixedly connected with said wall main structure part ( 100 ), characterized in that: said thermal insulating layer part is the thermal insulating composite panel structure assembly as set forth in any one of claims  19 - 23 , and the projecting part of said tension connection member ( 16 ,  165 ) is fixedly connected with said wall main structure part ( 100 ) so as to fixedly connect said thermal insulating composite panel structure assembly to said wall main structure part. 
     In the wall structural member of a first preferred technology based on the seventh basic technology, the projecting part of said tension connection member ( 16 ) is formed with a fastening hole, said wall main structure part is fixed with a support member ( 202 ), and said tension connection member is fixedly connected to said support member ( 202 ) through the fastening hole on said projecting part and a fastening member. 
     In the wall structural member of a second preferred technology based on the seventh basic technology, it further comprises: a starting platform ( 30 ) disposed at the bottom, said starting platform is fixed with a starting strip ( 31 ) thereon, said starting strip ( 31 ) has a projecting embedding part ( 310 ) that projects upwardly, the lowest installation groove ( 13 ) on the lowest prefabricated thermal insulating composite panel and prefabricated thermal insulating composite panel with a corner included in said permanent concrete form cooperates with the projecting embedding part ( 310 ) of said starting strip, and the projecting embedding part is embedded into said lowest installation groove. 
     The Eighth Basic Technology and Preferred Technologies Thereof 
     The eighth basic technology of the present invention relates to a mould profile ( 50 ) for fabricating the prefabricated thermal insulating composite panel as set forth in the first basic technology and preferred technologies thereof or the prefabricated thermal insulating composite panel with a corner as set forth in the second basic technology and preferred technologies thereof, which comprises: a profile body ( 501 ), said profile body comprises internal abutting parts ( 507 ) for the two frame connection parts ( 11 ) of the frame ( 2 ) of said prefabricated thermal insulating composite panel or said prefabricated thermal insulating composite panel with a corner to abut against during fabrication of said prefabricated thermal insulating composite panel or said prefabricated thermal insulating composite panel with a corner, a limiting projecting part ( 504 ) projects out from the surface of said internal abutting part for being inserted into the installation groove ( 13 ) during fabrication of said prefabricated thermal insulating composite panel or said prefabricated thermal insulating composite panel with a corner so as to limit the core ( 9 ), the thickness of said limiting projecting part is equal to the width (W groove ) of said installation groove, a top alignment projecting part ( 503 ) is disposed on said internal abutting part for determining the thickness of the reinforcing protective layer ( 7 ) during fabrication of said prefabricated thermal insulating composite panel or said prefabricated thermal insulating composite panel with a corner, and the distance from the top surface of said limiting projecting part ( 504 ) to the top surface of said top alignment projecting part ( 503 ) is greater than the thickness of said frame connection parts ( 11 ). 
     In the mould profile of a first preferred technology based on the eighth basic technology, it further comprises a bottom alignment projecting part ( 502 ) for determining the thickness of a reinforcing protective layer ( 7 ) during fabrication of said prefabricated thermal insulating composite panel or said prefabricated thermal insulating composite panel with a corner, the distance from the bottom surface of said limiting projecting part ( 504 ) to the bottom surface of said bottom alignment projecting part ( 502 ) is greater than the thickness of said frame connection parts ( 11 ), and the distance of said top alignment projecting part ( 503 ) projecting upwardly from the top surface of said limiting projecting part ( 504 ) is equal to the distance of said bottom alignment projecting part ( 502 ) projecting downwardly from the bottom surface of said limiting projecting part ( 504 ). 
     In the mould profile of a second preferred technology based on the first preferred technology of the eighth basic technology, said top alignment projecting part projects to above the top surface of said profile body ( 501 ), and said bottom alignment projecting part ( 502 ) projects to below the bottom surface of said profile body. 
     In the mould profile of a third preferred technology based on the eighth basic technology, said profile body is a hollow profile body and said mould profile is formed by an aluminum alloy profile. 
     The Ninth Basic Technology and Preferred Technologies Thereof 
     The ninth basic technology relates to a construction method for a cast-in-place concrete wall, which comprises the following steps: 
     A step of installing a cold bend thin wall steel profile frame; 
     A step of installing an external concrete form, wherein the external concrete form is installed to be fixedly connected with the cold bend thin wall steel profile frame, the permanent concrete form of the thermal insulating composite panel structure assembly as set forth in the third basic technology and preferred technologies thereof is used as the external concrete form, the tension connection member ( 16 ,  17 ,  165 ) is inserted into the installation grooves ( 13 ) on the side edges of two adjacent prefabricated thermal insulating composite panels or two adjacent prefabricated thermal insulating composite panels with a corner or adjacent prefabricated thermal insulating composite panel and prefabricated thermal insulating composite panel with a corner, and the fixed connection between the external concrete form and the cold bend thin wall steel profile frame is achieved through the fixed connection between the projecting part of the tension connection member ( 16 ,  17 ,  165 ) and the cold bend thin wall steel profile frame; 
     A step of installing an internal concrete form, wherein the internal concrete form is installed to be fixedly connected with the cold bend thin wall steel profile frame. 
     In the construction method for a cast-in-place concrete wall of a first preferred technology based on the ninth basic technology, the surface size of the main surface of the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner included in said external concrete form is a modular size, and the step of installing the external concrete form is repeated so as to reach a floor height by assembling multiple layers of the external concrete form with a modular size. 
     In the construction method for a cast-in-place concrete wall of a second preferred technology based on the first preferred technology of the ninth basic technology, the surface size of the main surface of said internal concrete form is the same as the surface size of the main surface of said external concrete form, the step of installing the internal concrete form is repeated so as to reach a floor height by assembling multiple layers of the internal concrete form with a modular size, and the assembly of the external concrete form with a modular size and the assembly of the internal concrete form with a modular size opposing the external concrete form are carried out alternately. 
     In the construction method for a cast-in-place concrete wall of a third preferred technology based on the ninth basic technology, when installing the external concrete form and internal concrete form at the very bottom layer, it comprises a step of installing a starting strip on the starting platform ( 30 ), wherein the starting strip ( 31 ) is fixed on the starting platform ( 30 ), the starting strip has a projecting embedding part ( 310 ), the lowest installation groove ( 13 ) on the lowest prefabricated thermal insulating composite panel or prefabricated thermal insulating composite panel with a corner included in said permanent concrete form cooperates with the projecting embedding part ( 310 ) of said starting strip, such that the projecting embedding part is embedded into said lowest installation groove. 
     In the construction method for a cast-in-place concrete wall of a fourth preferred technology based on the ninth basic technology, the step of installing a cold bend thin wall steel profile frame comprises: installing a plurality of longitudinal steel profile keels ( 95 ,  85 ) that are spaced apart along the extension direction of the main surface of the concrete wall and placed in parallel to one another, each of the longitudinal steel profile keels comprises two longitudinal cold bend thin wall steel profiles ( 951 ,  952 ;  851 ,  852 ), the main surfaces of said longitudinal cold bend thin wall steel profiles are set to be parallel to the main surface of said concrete wall and the internal main surface and the external main surface of the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner included in said thermal insulating composite panel structure assembly, such that said two longitudinal cold bend thin wall steel profiles are spaced apart and opposite each other along a direction perpendicular to the main surface of said concrete wall, and consequently a space ( 200 ) is left between the two longitudinal cold bend thin wall steel profiles, so that the concrete can easily flow through the space left between the two longitudinal cold bend thin wall steel profiles when it is poured. 
     In the construction method for a cast-in-place concrete wall of a fifth preferred technology based on the fourth preferred technology of the ninth basic technology, in the steps of installing the external concrete form and internal concrete form, it comprises: inserting a vertical embedding strip ( 177 ) and the tension connection member ( 16 ,  17 ,  165 ) into the vertical installation grooves ( 13 ) on the side edges of laterally adjacent prefabricated thermal insulating composite panels, and inserting a lateral embedding strip ( 166 ) and the tension connection member ( 16 ,  17 ,  165 ) into the horizontal installation grooves ( 13 ) on the side edges of vertically adjacent prefabricated thermal insulating composite panels, wherein the fixed connection between the external concrete form and the cold bend thin wall steel profile frame is achieved by running the projecting part of the tension connection member ( 16 ,  17 ,  165 ) through the keel through holes ( 953 ,  954 ) on the longitudinal cold bend thin wall steel profile keel ( 95 ) included in the steel profile frame to connect with the tension sleeve ( 90 ) disposed at the internal side of the vertical keel through threads so as to fixedly connect the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner with the cold bend thin wall steel profile frame, and running a tension bolt ( 91 ) having a gasket from the internal side of the internal concrete form ( 92 ) through the keel through holes between the adjacent internal concrete forms to connect with the tension sleeve ( 90 ) through threads so as to fixedly connect all internal concrete forms with the cold bend thin wall steel profile frame. 
     In the construction method for a cast-in-place concrete wall of a sixth preferred technology based on the ninth basic technology, when assembling the permanent external concrete form with the internal concrete form to fixedly connect the same with the cold bend thin wall steel profile frame, the limiting sleeve ( 80 ), the tension connection member ( 16 ,  17 ,  165 ) and the tension bolt ( 91 ) are used to form a reliable cavity with equal width. 
     The Tenth Basic Technology and Preferred Technologies Thereof 
     The tenth basic technology relates to a construction method for a cast-in-place concrete thermal insulating wall, which comprises the following steps: 
     Installing a concrete form support structure; 
     A step of installing an internal concrete form ( 92 ), wherein the internal concrete form ( 92 ) is fixedly connected with said concrete form support structure; 
     A step of installing an external concrete form, wherein the permanent concrete form of the thermal insulating composite panel structure assembly as set forth in one of the third basic technology and preferred technologies thereof is used as the external concrete form, the tension connection member ( 16 ,  17 ,  165 ) is inserted into the installation grooves ( 13 ) on the side edges of two adjacent prefabricated thermal insulating composite panels or two adjacent prefabricated thermal insulating composite panels with a corner or adjacent prefabricated thermal insulating composite panel and prefabricated thermal insulating composite panel with a corner to connect the projecting part of the tension connection member ( 16 ,  17 ,  165 ) to said concrete form support structure, thereby fixedly connecting the external concrete form with the concrete form support structure. 
     In the construction method for a cast-in-place concrete wall of a first preferred technology based on the tenth basic technology, when installing the external concrete form at the very bottom layer, it comprises a step of installing a starting strip ( 31 ) on the starting platform ( 30 ), wherein the starting strip ( 31 ) is fixed on the starting platform ( 30 ), the starting strip has a projecting embedding part ( 310 ), the lowest installation groove ( 13 ) on the lowest prefabricated thermal insulating composite panel or prefabricated thermal insulating composite panel with a corner included in said permanent concrete form is made to cooperate with the projecting embedding part ( 310 ) of said starting strip, such that the projecting embedding part is embedded into said lowest installation groove. 
     In the construction method for a cast-in-place concrete wall of a second preferred technology based on the tenth basic technology, in the step of installing an internal concrete form ( 92 ), the fixed connection between the internal concrete form ( 92 ) and said concrete form support structure is achieved by running a tension bolt ( 91 ) through the concrete form support structure from the external side to be fixedly connected with the tension sleeve ( 90 ) disposed at the internal side of the concrete form support structure, and in the step of installing an external concrete form, the end of the projecting part of the tension connection member ( 165 ) is connected with the tension sleeve ( 90 ). 
     In the construction method for a cast-in-place concrete wall of a third preferred technology based on the second preferred technology of the tenth basic technology, there is threaded connection between said tension connection member ( 165 ) and said tension sleeve ( 90 ), there is threaded connection between said tension bolt ( 91 ) and said tension sleeve ( 90 ), the connection point between said tension connection member ( 165 ) and said tension sleeve ( 90 ) is at the external portion of said tension sleeve ( 90 ), and the connection point between said tension bolt ( 91 ) and said tension sleeve ( 90 ) is at the external portion of said tension sleeve ( 90 ). 
     The Eleventh Basic Technology and Preferred Technologies Thereof 
     The eleventh basic technology relates to a construction method for a concrete wall, which comprises the following steps: a step of installing a thermal insulating layer part at the external side of the wall main structure part ( 100 ), wherein said thermal insulating layer part is fixedly connected with said wall main structure part ( 100 ), characterized in that said thermal insulating layer part is the thermal insulating composite panel structure assembly as set forth in one of the third basic technology and preferred technologies thereof. In the step of installing a thermal insulating layer part, the projecting part of the tension connection member ( 16 ,  165 ) included in said thermal insulating composite panel structure assembly is fixedly connected with said wall main structure part ( 100 ) so as to fixedly connect said thermal insulating composite panel structure assembly to said wall main structure part. 
     In the construction method for a concrete wall of a first preferred technology based on the eleventh basic technology, said tension connection member ( 16 ) is a tension connection member ( 16 ) having a fastening hole on the projecting part. In the step of installing a thermal insulating layer part, a support member ( 202 ) is first fixed to the external side of said wall main structure part, then said tension connection member ( 16 ) is fixedly connected to said support member ( 202 ) through the fastening hole on said projecting part of said tension connection member and a fastening member ( 203 ), thereby connecting the prefabricated thermal insulating composite panel ( 1 ) or the prefabricated thermal insulating composite panel with a corner ( 20 ) included in the thermal insulating composite panel structure assembly to the wall main structure part ( 100 ). 
     In the construction method for a concrete wall of a second preferred technology based on the eleventh basic technology, the step of installing a thermal insulating layer part further comprises: fixing a starting strip ( 31 ) on the starting platform ( 30 ) at the bottom, the starting strip ( 31 ) having a projecting embedding part ( 310 ) that projects upwardly, and making the lowest installation groove ( 13 ) on the lowest prefabricated thermal insulating composite panel and prefabricated thermal insulating composite panel with a corner included in said thermal insulating composite panel structure assembly to cooperate with the projecting embedding part ( 310 ) of said starting strip so as to embed the projecting embedding part into said lowest installation groove. 
     In the construction method for a concrete wall of a third preferred technology based on the eleventh basic technology, in the step of installing a thermal insulating layer part, a space is left for pouring concrete between said thermal insulating layer part and said wall main structure part ( 100 ). When the thermal insulating layer part has been installed, a dense fine aggregate concrete is poured into said space so as to improve the structural strength and water proof capability of the existing wall substrate. 
     In the construction method for a concrete wall of a fourth preferred technology based on the first preferred technology of the eleventh basic technology, when the support member ( 202 ) is fixed to the wall main structure part ( 100 ), an expansion bolt ( 201 ) is used to fix the support member laterally or vertically to the wall main structure part ( 100 ). 
     The Twelfth Basic Technology and Preferred Technologies Thereof 
     The twelfth basic technology relates to a prefabrication method for fabricating the prefabricated thermal insulating composite panel as set forth in one of the first basic technology and preferred technologies thereof or the prefabricated thermal insulating composite panel with a corner as set forth in one of the second basic technology and preferred technologies thereof, characterized in that: the mould profile ( 50 ) as set forth in one of the eighth basic technology and preferred technologies thereof is used, comprising the following steps: 
     1) Using the frame assembled by said mould profile ( 50 ) as the mould; 
     2) Placing the core ( 9 ) having the frame ( 2 ) into the mould such that the installation groove ( 13 ) of the frame ( 2 ) closely combines with the limiting projecting part ( 504 ) at the internal side of said mould profile ( 50 ) to limit the core ( 9 ); 
     3) Applying a reinforcing protective layer ( 7 ) formed by cement-based or gypsum-based polymer-modified mortar on one side of the core ( 9 ), when coating the reinforcing protective layer ( 7 ) formed by cement-based or gypsum-based polymer-modified mortar, use high points of the alignment projecting parts ( 503 ,  502 ) on the cross section of said mould profile ( 50 ) as the control points for the thickness of the reinforcing protective layer ( 7 ) of the composite panel so as to ensure the uniform thickness and size of the composite panel; 
     4) Turning over the mould, and repeating Step 3 for applying a reinforcing protective layer ( 7 ) formed by cement-based or gypsum-based polymer-modified mortar on the other side of the core ( 9 ); 
     5) Detaching the form after the initial setting of the reinforcing protective layers ( 7 ) to remove said mould profile ( 50 ); 
     6) Maintaining the thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner. 
     In the prefabrication method of a first preferred technology based on the twelfth basic technology, when applying a reinforcing protective layer ( 7 ) formed by cement-based or gypsum-based polymer-modified mortar on one side of the core ( 9 ), said reinforcing protective layer ( 7 ) is applied in two equal layers ( 71 ), wherein the first layer of the reinforcing protective layer ( 71 ) formed by cement-based or gypsum-based polymer-modified mortar is first applied on the core ( 9 ), coating a reinforcing material ( 8 ), and then the second layer of the reinforcing protective layer ( 71 ) formed by cement-based or gypsum-based polymer-modified mortar is further coated. When the second layer of the reinforcing protective layer ( 71 ) formed by cement-based or gypsum-based polymer-modified mortar is coated, use high points of the alignment projecting parts ( 503 ,  502 ) on the cross section of said mould profile ( 50 ) as the control points for the thickness of the reinforcing protective layer ( 7 ) of the composite panel. 
     In the prefabrication method of a second preferred technology based on the twelfth basic technology, after applying a reinforcing protective layer ( 7 ) formed by cement-based or gypsum-based polymer-modified mortar on one side of the core ( 9 ) or after applying a reinforcing protective layer ( 7 ) formed by cement-based or gypsum-based polymer-modified mortar on the other side of the core ( 9 ), and before the mould detaching step, apply a decorative surface layer ( 15 ) on the reinforcing protective layer ( 7 ) of said side or said other side, such that it binds with the reinforcing protective layer ( 7 ). 
    
    
     
       BRIEF DESCRIPTION OF THE DRAWINGS 
         FIG. 1  illustrates the 3-D structure of a preferred embodiment of the prefabricated thermal insulating composite panel according to the present invention; 
         FIG. 2  illustrates the 3-D exploded structure of a preferred embodiment of the prefabricated thermal insulating composite panel according to the present invention; 
         FIG. 3  is the enlarged view of the A portion in  FIG. 2 ; 
         FIG. 4  is the enlarged view of the B portion in  FIG. 2 ; 
         FIG. 5  illustrates the cross-sectional structure of a preferred embodiment of the prefabricated thermal insulating composite panel and a preferred embodiment of the prefabricated thermal insulating composite panel with a corner according to the present invention; 
         FIG. 6  illustrates the cross-sectional structure when the mould profile for fabricating the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner of the present invention is assembled with the prefabricated thermal insulating composite panel or thermal insulating composite panel with a corner; 
         FIG. 7  illustrates the 3-D structure when the mould profile for fabricating the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner of the present invention is assembled with the prefabricated thermal insulating composite panel or thermal insulating composite panel with a corner; 
         FIG. 8  illustrates the 3-D exploded structure of a preferred embodiment of the prefabricated thermal insulating composite panel with a corner according to the present invention; 
         FIG. 9  is the enlarged view of the C portion in  FIG. 8 ; 
         FIG. 10  is the enlarged view of the D portion in  FIG. 8 ; 
         FIG. 11  is the enlarged view of the E portion in  FIG. 8 ; 
         FIG. 12  is the enlarged view of the F portion in  FIG. 8 ; 
         FIG. 13  illustrates the 3-D structure of a preferred embodiment of the thermal insulating composite panel structural assembly according to the present invention; 
         FIG. 14  is the enlarged view of the G portion in  FIG. 13 ; 
         FIG. 15  is the enlarged view of the H portion in  FIG. 13 ; 
         FIG. 16  is the enlarged view of the J portion in  FIG. 13 ; 
         FIG. 17  illustrates the cross-sectional structure of a preferred embodiment of the concrete slab structural member according to the present invention; 
         FIG. 18  illustrates the 3-D exploded structure of said preferred embodiment of the concrete slab structural member according to the present invention; 
         FIG. 19  illustrates the 3-D structure of the tension bolt  91  according to the preferred embodiment; 
         FIG. 20  illustrates the 3-D structure of the tension connection member  165  according to the preferred embodiment; 
         FIG. 21  illustrates the 3-D structure of said preferred embodiment of the concrete slab structural member according to the present invention, and said figure illustratively shows the structure from the internal side of the structural member; 
         FIG. 22  illustrates the 3-D structure of said preferred embodiment of the concrete slab structural member according to the present invention, and said figure illustratively shows the structure from the external side of the structural member. 
         FIG. 23  illustrates the cross-sectional structure of a preferred embodiment of another concrete slab structural member (i.e. wall slab) according to the present invention; 
         FIG. 24  illustrates the 3-D exploded structure of a preferred embodiment of said another concrete slab structural member according to the present invention; 
         FIG. 25  illustrates the cross-sectional structure of a preferred embodiment of a wall structural member according to the present invention. 
     
    
    
     DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS 
     In the following description, identical parts have the same names and use the same legends. Corresponding parts have the corresponding names and use the corresponding legends. 
     Preferred Embodiments of the Prefabricated Thermal Insulating Composite Panel 
       FIGS. 1-7  illustrate a prefabricated thermal insulating composite panel  1  according to a preferred embodiment of the present invention. According to this preferred embodiment, said prefabricated thermal insulating composite panel  1  comprises an internal main surface  101 , an external main surface  102 , and four side end surfaces  103 ,  104 ,  105 ,  106 , in particular as shown in  FIGS. 1 and 2 . In particular as shown in  FIGS. 1-6 , in addition to the core  9  made of the thermal insulation panel, said prefabricated thermal insulating composite panel  1  further comprises: two reinforcing protective layers  7  formed by cement-based or gypsum-based polymer-modified mortar and a frame  2 . The core  9  is a high performance organic thermal insulation panel, such as polystyrene, polyurethane, phenolic aldehydes, etc., or an inorganic thermal insulation material, such as mineral wool panel, foam glass, foam ceramics, etc., or a super thermal insulation material, such as vacuum thermal insulation panel. According to the design thermal requirements, panels with different thicknesses may be used to provide corresponding heat resistance. Typically, organic thermal insulation materials have better thermal insulating properties and more extensive applications than inorganic thermal insulation materials. The material for the reinforcing protective layer  7  is a cement-based or gypsum-based polymer-modified mortar, which is an inorganic non-combustible material and can provide excellent protection to the core  9 . The core  9  is disposed between said two reinforcing protective layers  7  and said two reinforcing protective layers are bonded with said core  9 . The frame  2  surrounds the periphery of the core  9  and is fastened to the core  9 . Inside the internal main surface  101  and the external main surface  102  of said prefabricated thermal insulating composite panel, the reinforcing protective layers cover the frame  2  such that the frame  2  is exposed only at the four side end surfaces  103 ,  104 ,  105 ,  106  of said prefabricated thermal insulating composite panel. The frame  2  comprises two frame connection parts  11  at the external side of the frame  2  and disposed at the top and bottom of the frame, respectively, and an installation groove  13  at the external side of said frame and disposed between said two frame connection parts  11 , and said installation groove extends along the entire frame length. As shown in  FIGS. 5 and 6 , the internal side of the frame  2  refers to the side that contacts the core  9  (i.e. the lower side in  FIG. 5  and the right side in  FIG. 6 ), while the external side of the frame  2  refers to the side that contacts the mould profile  50  in the fabrication process and where, during the assembly of a plurality of prefabricated thermal insulating composite panels, these panels connect with one other (i.e. the upper side in  FIG. 5  and the left side in  FIG. 6 ). As shown in  FIGS. 5 and 6 , the top and bottom of the frame are relative to the top and bottom in  FIG. 6 . In terms of  FIG. 5 , the top in  FIG. 6  corresponds to the right in  FIG. 5 , while the bottom in  FIG. 6  corresponds to the left in  FIG. 5 . 
     In terms of the other object of the invention, the thermal insulating panel that forms the core  9  may also be made of an inorganic thermal insulation material. In this case, the prefabricated thermal insulating composite panel of the present invention still has the advantageous effects of improving strength and integrity, facilitating assembly operation and improves construction efficiency. 
     Each reinforcing protective layer  7  may comprise a reinforcing material embedded therein, said reinforcing material may comprise a reinforcing net  8  formed by alkali-resistant glass fiber, carbon fiber or steel fiber, or may comprise alkali-resistant chopped glass fiber, carbon fiber or steel fiber that is evenly distributed in the reinforcing protective layers. Alternatively, the reinforcing material may comprise both the reinforcing net  8  and the alkali-resistant chopped glass fiber, carbon fiber or steel fiber that is evenly distributed in the reinforcing protective layers. The reinforcing material may effectively improve the composite panel properties, such as bending resistance and impact resistance. 
     As shown in  FIGS. 2-3 , in the prefabricated thermal insulating composite panel of said preferred embodiment, said frame  2  comprises four frame profile segments. The frame profile is an extruded profile. In the process of composite panel production, the frame  2  can also play a role in size limiting and surface layer thickness control, and a role in protecting edges and corners of prefabricated thermal insulating composite panels during transportation and storage. During construction, by inserting embedding strips  166 ,  169 ,  177 ,  178  into installation grooves  13  of the frame  2 , the assembly of the panels has accurate positioning and a good smoothness can be ensured after the assembly. In practical applications, said frame profile reliably connects the prefabricated composite panel to the main structure through tension bolts. Both end surfaces of each frame profile segment are inclined planes such that the ends of the four frame profile segments can be assembled in pairs through butt joint to form a complete frame  2 . Each frame profile segment is formed integrally. Each frame profile segment comprises two fixing wings  10  and a core fixing groove  3 . The two fixing wings  10  are at the internal side of said frame profile and disposed at the top and bottom of the frame profile, respectively (relative to  FIG. 6 ). The core fixing groove  3  is at the internal side of said frame profile and disposed between the top and bottom two fixing wings  10  (relative to  FIG. 6 ). As shown in  FIGS. 3-6 , each of said two frame connection parts  11  is formed with a frame connection hole  4 . Each of the edges of the four sides of said core  9  of said prefabricated thermal insulating composite panel is inserted, respectively, into the core fixing groove  3  of a frame profile segment, and the two fixing wings  10  of each frame profile segment clamp to be fixed onto one of the four edges of said core  9 . 
     A frame profile reinforcing member  5  is shown in  FIGS. 2-4 . Every two frame profile segments with the ends thereof connected through butt joint are connected through two frame profile reinforcing members  5 . In practical applications, for a complete frame formed by assembling four frame profile segments, at least one frame profile reinforcing member  5  is disposed between the connecting ends of every two segments to connect the two segments. Of course, those skilled in the art may conceive that frame profile reinforcing members  5  just needs to be disposed between the head and tail ends of said frame profile. The frame profile reinforcing member  5  comprises two insert connection parts  51 , said two insert connection parts  51  are inserted, respectively, into the adjacent frame connection holes  4  of every two adjacent frame profile segments and fixed into the frame connection holes  4  so as to connect the four frame profile segments to form a whole piece. The frame profile reinforcing member provides reliable connection and smooth transition for the panel in this embodiment and the prefabricated having a corner to be described below at the corner. The frame profile reinforcing member just needs to be inserted into the groove hole that has been formed in advance on the frame. 
     In said preferred embodiment, the installation groove  13  is disposed in the middle relative to said two frame connection parts  11 , and said core fixing groove  3  is disposed in the middle on the internal side of said frame relative to said two fixing wings. 
     As shown in  FIG. 2 , the prefabricated thermal insulating composite panel of said preferred embodiment further comprises a decorative surface layer  15 . The decorative surface layer  15  is disposed at the external side of the reinforcing protective layer  7  at the external side of said prefabricated thermal insulating composite panel and is bonded with said reinforcing protective layer  7 . 
     The reinforcing protective layer  7  in  FIG. 2  appears to be two reinforcing protective layers  71 , which is an illustrative figure to facilitate the description of the structural composition and fabrication method. The size of the prefabricated thermal insulating composite panel of said embodiment is a modular size that complies with the building standardization to facilitate the fabrication at factories, assembly during construction, and standardized construction. Standard composite panels are determined according to the building mould quantity system. Due to the diversity in practical projects, however, composite panels with non-standard sizes will be needed. A computer aided design program may be used to calculate the amounts and sizes of standard panels, standard prefabricated composite panels with a corner to be described below, non-standard panels, and non-standard prefabricated composite panels with a corner for use in projects. 
     The prefabricated thermal insulating composite panel of said preferred embodiment is square or rectangular, and its size and weight are set to facilitate the manual transport and operation by construction workers. 
     The prefabricated thermal insulating composite panel of said preferred embodiment has the following property indexes: 
     Comparison of Strength of Different Materials 
     
       
         
               
               
               
               
               
             
               
               
               
               
               
             
           
               
                   
               
               
                   
                   
                 Maximum 
                 Bending 
                   
               
               
                   
                 Thickness 
                 bending 
                 strength 
               
               
                 Material name 
                 mm 
                 load N 
                 MPa 
                 Remarks 
               
               
                   
               
             
             
               
                   
               
             
          
           
               
                 Core of extruded 
                 50 
                 250 
                 0.45 
                   
               
               
                 polystyrene 
               
               
                 Prefabricated thermal 
                 40 
                 1200 
                 54 
                 10 mm in 
               
               
                 insulating composite panel 
                   
                   
                   
                 total with 
               
               
                 of the present invention 
                   
                   
                   
                 the top 
               
               
                   
                   
                   
                   
                 and 
               
               
                   
                   
                   
                   
                 bottom 
               
               
                   
                   
                   
                   
                 protective 
               
               
                   
                   
                   
                   
                 layers 
               
               
                 Veneer plywood used as 
                 15 
                 1150 
                 23 
               
               
                 concrete forms of the prior 
               
               
                 art 
               
               
                 Blockboard, long grained 
                 18 
                 2350 
                 33 
               
               
                 Blockboard, wide grained 
                 18 
                 750 
                 10 
               
               
                   
               
               
                 Note: 
               
               
                 testing method all specimens have a width of 100 mm, the span is 300 mm. 
               
             
          
         
       
     
     Preferred Embodiments of the Prefabricated Thermal Insulating Composite Panel with a Corner 
       FIGS. 8-12  illustrate a prefabricated thermal insulating composite panel with a corner  20  according to another preferred embodiment of the present invention. It should be understood that the structure of said prefabricated thermal insulating composite panel with a corner is very similar to the structure of the prefabricated thermal insulating composite panel  1  that does not have a corner shown in  FIGS. 1-7 , and they are identical in many aspects. However, said prefabricated thermal insulating composite panel with a corner comprises two thermal insulating composite panel parts to form the corner. Each of said two thermal insulating composite panel parts comprises an internal main surface  101 , an external main surface  102  and four side end surfaces. One side end surface of said four side end surfaces is formed to be inclined planes  108 ,  109  that incline relative to the internal main surface  101  and the external main surface  102  of said thermal insulating composite panel part. The two inclined planes  108 ,  109  have the same size and same inclination angle for mutual cooperation, the two thermal insulating composite panel parts are connected at the inclined planes through butt joint such that the two thermal insulating composite panel parts are disposed in two different planes, respectively, and said two different planes intersect each other, as shown in  FIG. 8 . Each thermal insulating composite panel part comprises a core  9  made of the thermal insulation panel, two reinforcing protective layers  7  formed by cement-based or gypsum-based polymer-modified mortar and a frame  2 . The core  9  is disposed between said two reinforcing protective layers  7 , and said two reinforcing protective layers  7  are bonded with said core  9 . The frame  2  is disposed on three sides of the three side end surfaces  103 ,  104 ,  106  other than the side end surface that is formed to have said inclined planes of said thermal insulating composite panel part of the core  9  and is fastened to the core  9 . Inside each surface of the internal main surface and the external main surface of said prefabricated thermal insulating composite panel with a corner  20 , said reinforcing protective layers cover said frame such that said frame is exposed only at said three side end surfaces  103 ,  104 ,  106  of said prefabricated thermal insulating composite panel part of said prefabricated thermal insulating composite panel with a corner. The frame  2  comprises two frame connection parts  11  at the external side of said frame and disposed at the top and bottom of the frame, respectively, and an installation groove  13  at the external side of said frame and disposed between said two frame connection parts  11 , and said installation groove extends along the entire frame length. Refer to  FIG. 6  to understand the external side and internal side of the frame herein. 
     The angle of the corner of the prefabricated thermal insulating composite panel with a corner can be determined according to the building elevation design requirement, which can be adjusted theoretically from 0 degree to 180 degrees. This panel can be used at wall corners, door and window opening edges and eaves. 
     The preferred embodiment of the reinforcing material of the reinforcing protective layer  7  in a preferred embodiment of the prefabricated thermal insulating composite panel according to the present invention that has been described above can similarly be used for said prefabricated thermal insulating composite panel with a corner. 
     Refer to  FIGS. 8-12  below. As shown in these figures, the structure of the prefabricated thermal insulating composite panel with a corner according to said preferred embodiment is identical with the structure of the prefabricated thermal insulating composite panel that does not have a corner in many aspects. In the prefabricated thermal insulating composite panel with a corner, the frame  2  included in each of said thermal insulating composite panel part comprises three frame profile segments, both end surfaces of each frame profile segment are inclined planes such that the ends of the six frame profile segments can be assembled in pairs through butt joint to form a complete frame  2 . Each frame profile segment is formed integrally. Each frame profile segment comprises two fixing wings  10  at the internal side of said frame profile and disposed at the top and bottom of the frame profile, respectively, and a core fixing groove  3  at the internal side of said frame profile and disposed between said two fixing wings  10  (see  FIG. 6  to understand the internal side and external side of the frame profile, and the top and bottom of the frame, just like the prefabricated thermal insulating composite panel that does not have a corner). 
     Each of the two frame connection parts  11  is formed with a frame connection hole  4 , the edges of three sides of the three side end surfaces  103 ,  104 ,  106  other than the side end surface that is formed to have said inclined plane of the core  9  of said thermal insulating composite panel part are inserted, respectively, into the core fixing groove  3  of a frame profile segment, and the two fixing wings  10  of each frame profile segment clamp to be fixed onto the edge of one side of the above three sides of said core  9 . 
     Said prefabricated thermal insulating composite panel with a corner further comprises a frame profile reinforcing member  5 . In addition to the position of the inclined planes, there are two (alternatively one) frame profile reinforcing members  5  between every two frame profile segments with the ends thereof connected through butt joint at the butt joint position of side end surfaces of every adjacent two frame profile segments. Two insert connection parts  51  included in the frame profile reinforcing member  5  are inserted, respectively, into the adjacent frame connection holes  4  of two adjacent frame profile segments of each thermal insulating composite panel part and fixed into the frame connection holes  4  so as to connect the adjacent frame profile segments to form a whole piece. 
     In said preferred embodiment, since the composite panel has a corner, the prefabricated thermal insulating composite panel with a corner further comprises a corner frame profile reinforcing member  6 . There are two (alternatively one) corner frame profile reinforcing members  6  between two frame profile at the position of the inclined planes and the butt joint position of side end surfaces of the two frame profiles. The corner frame profile reinforcing member  6  comprises a corner insert connection part  61 , said corner insert connection part  61  is inserted into the frame connection holes  4  of the two adjacent frames at the position of said inclined planes and fixes the adjacent two frame profiles at the position of said inclined planes where said two thermal insulating composite panel parts are connected through butt joint, thereby fixedly connecting the six frame profile segments of the two adjacent thermal insulating composite panel parts to form a complete frame, and fixedly combining said two thermal insulating composite panel parts to form a whole piece. 
     More preferred embodiments of all aspects, including the installation groove  13 , the core fixing groove  3 , the decorative surface layer  15 , the selection of reinforcing protective layer materials, the selection of reinforcing materials, the composition of thermal insulating panel that forms the core  9 , and sizes and shapes of the composite panel, of a preferred embodiment of the prefabricated thermal insulating composite panel of the present invention that has been described above, as well as further advantageous effects thereof, are similarly applicable to the prefabricated thermal insulating composite panel with a corner, which will not be described again herein. 
     Preferred Embodiments of a Thermal Insulating Composite Panel Structure Assembly of the Present Invention 
     Refer to  FIGS. 13-16  below. These figures illustratively show a thermal insulating composite panel structure assembly according to a preferred embodiment of the present invention. Said thermal insulating composite panel structure assembly may be used to build walls or floor (e.g. roof). Said thermal insulating composite panel structure assembly comprises a plurality of prefabricated thermal insulating composite panels  1  that have been described above and a plurality of prefabricated thermal insulating composite panels with a corner  20  that have been described above. Of course, it should be understood that if the corner of a built wall does not use the prefabricated thermal insulating composite panels with a corner of the present invention, said thermal insulating composite panel structure assembly may also not include the prefabricated thermal insulating composite panels with a corner  20 . As shown in  FIG. 13 , a plurality of prefabricated thermal insulating composite panels  1  are assembled by means of butt joint of side end surfaces. The structure assembly consisted of said prefabricated thermal insulating composite panels further comprises a plurality of tension connection members  16  and  17 . As shown in  FIGS. 14 and 16 , the tension connection member  16  comprises installation groove embedding parts  162 ,  163  and a projecting part  164 , while the tension connection member  17  comprises installation groove embedding parts  171 ,  172  and a projecting part  173 . Installation groove embedding parts  162 ,  163 ,  171 ,  172  are embedded into the installation grooves  13  of said prefabricated thermal insulating composite panels, the projecting parts  164 ,  173  project out of said installation grooves  13  and extend toward said internal main surface  101  and beyond the internal (i.e. the indoor side of the wall) main surface  101 , and through the connection cooperation between said plurality of tension connection members  16 ,  17  and said installation grooves  13 , said plurality of prefabricated thermal insulating composite panels are assembled together. 
     Both the tension connection members and embedding strips may be injection moulded pieces made of plastics. The role of the tension connection members is to position adjacent composite panels  1 ,  20  through the cooperation with the installation grooves of the adjacent composite panels  1 ,  20  having installation grooves, such that the composite panels  1 ,  20  are assembled together, and at the same time, can connect the assembled composite panels  1 ,  20  with other structures, such as concrete form support structure and building main load-carrying structure. The role of embedding strips is to position adjacent composite panels  1 ,  20  through the cooperation with the installation grooves of the adjacent composite panels  1 ,  20  having installation grooves, such that the composite panels  1 ,  20  are assembled together. By combining the tension connection members and/or embedding strips with the prefabricated composite panels of the present invention, a plurality of (the amount to be determined as needed, e.g. the wall area or floor area) the prefabricated composite panels of the present invention may be assembled together. Consequently, a brand new building structure and construction method can be provided. Said building structure and construction method is characterized by assembly, which noticeably saves procedures and time for a construction site. If the size of composite panels is set to facilitate the manual transport and operation by construction workers, the demand for large lifting equipment will be further reduced. 
     In said preferred embodiment, the height and thickness of the prefabricated thermal insulating composite panels with a corner  20  are equal to the height and thickness of the prefabricated thermal insulating composite panels  1 , respectively, the installation grooves  13  of said prefabricated thermal insulating composite panels with a corner  20  have the same size as the installation grooves  13  of said prefabricated thermal insulating composite panels  1  such that standardized assembly can be carried out. Side end surfaces of said prefabricated thermal insulating composite panel with a corner  20  are connected with side end surfaces of said prefabricated thermal insulating composite panels  1  in pairs through butt joint, and through the connection cooperation between a plurality of tension connection members  16 ,  17  and said installation groove  13 , said prefabricated thermal insulating composite panels with a corner  20  and said prefabricated thermal insulating composite panels  1  that are adjacent and connected through butt joint are assembled together through the tension connection member  17 , and every two adjacent prefabricated thermal insulating composite panels with a corner  20  are assembled together through the connection cooperation between the tension connection member  16  and said installation groove  13 . 
     As shown in  FIGS. 14 and 16 , in said embodiment, the tension connection members  16 ,  17  of the thermal insulating composite panel structure assembly substantially appear to be of a T shape, said installation groove embedding parts  162 ,  163 ,  171 ,  172  are formed at the top portion of said T shape when it is placed vertically, said projecting part is formed at the bottom portion of said T shape when it is placed vertically, the cross-sectional shape of the installation groove embedding parts  162 ,  163  of the tension connection member  16 , and the installation groove embedding parts  171 ,  172  of the tension connection member  17  is consistent with the cross-sectional shape of said installation groove  13  such that the installation groove embedding part  162 ,  163 ,  171 ,  172  and said installation groove  13  cooperate mutually. 
     As shown in  FIGS. 14 and 16 , in the thermal insulating composite panel structure assembly of said preferred embodiment, the tension connection member  16  is a seamed tension connection member  16  and the tension connection member  17  is a seamless tension connection member  17 . The seamed tension connection member comprises a body  161 , the projecting part  164  of said seamed tension connection member is located in the same plane as said body  161  of said seamed tension connection member. The installation groove embedding parts  162 ,  163  of said seamed tension connection member extend beyond the surface in which said projecting part and said body of said seamed tension connection member are located along a direction perpendicular to the surface in which said projecting part  164  and said body  161  of said seamed tension connection member are located, such that they can extend into the installation groove  13  during assembly. As shown in  FIG. 14 , in the structure assembly, said seamed tension connection member is disposed inside a horizontal seam formed by the butt joint of every two adjacent prefabricated thermal insulating composite panels. The cross-sectional widths W 1a1 , W 1a2  of the installation groove embedding parts of said seamed tension connection member and said seamless tension connection member are equal to the width W groove  of the installation groove of the prefabricated thermal insulating composite panel, and the cross-sectional height h 1a1  of the installation groove embedding part of said seamed tension connection member is equal to or smaller than the depth d groove  of the installation groove for mutual cooperation. As shown in  FIG. 16 , the cross-sectional height h 1a2  of the installation groove embedding parts  171 ,  172  of said seamless tension connection member is equal to the sum of the depths d groove  of two installation grooves  13  of two prefabricated thermal insulating composite panels that are connected through butt joint for mutual cooperation. The seamless tension connection member comprises a necking part  178 , and said necking part is disposed between said installation groove embedding part  171  and said projecting part  173 . The cross-sectional width of the necking part is smaller than the cross-sectional width of said projecting part. The entire seamless tension connection member has the same thickness. A slot  179  is formed along one of the two vertical frame connection parts  11  of each of every two prefabricated thermal insulating composite panels  1  that are adjacent laterally or the prefabricated thermal insulating composite panel  1  and the prefabricated thermal insulating composite panel with a corner  20  that are adjacent laterally. Two adjacent slots  179  are opposite each other, the width of said slot is equal to the width of said necking part, and the sum of the depths of two slots is equal to the thickness of said necking part for mutual cooperation. 
     In the thermal insulating composite panel structure assembly of said preferred embodiment, seamed embedding strips  166 ,  169  are placed into the horizontal seam between adjacent prefabricated thermal insulating composite panels  1  and/or prefabricated thermal insulating composite panels with a corner  20 , and seamless embedding strips  177 ,  178  are placed into the vertical seam between adjacent prefabricated thermal insulating composite panels  1  and/or between a prefabricated thermal insulating composite panel  1  and a prefabricated thermal insulating composite panel with a corner  20  such that the butt joint cooperation among the composite panels become better. At the same time, the embedding strips can also connect the adjacent composite panels, and help prevent the relative position shift between the adjacent composite panels, such that the assembled composite panels have better integrity. 
     The assembly of the prefabricated thermal insulating composite panel and the prefabricated thermal insulating composite panel with a corner of the present invention on a construction site can be carried out according to different flows as required by projects. A preferred flow embodiment is provided below: 
     When fixing a starting strip  31 , the starting strip  31  can be fixed continuously along the periphery of the starting platform (e.g. a horizontal foundation, or a platform formed by treating the existing foundation, or a platform added to the foundation)  30 , and it is required that its anchorage with the foundation be reliable and the size be accurate; 
     The first layer of the composite panels  1 ,  20  is installed first. The first piece of the prefabricated thermal insulating composite panel with a corner  20  is installed starting from the corner, and the horizontal installation groove  13  at the bottom end of said composite panel  20  is fitted to the projecting embedding part  310  of the starting strip  31 ; 
     The second piece of composite panel to be installed is the composite panel  1 , place the composite panel  1  tightly against the first piece of composite panel  20 , assume that it is seamless assembly vertically and seamed assembly laterally, see  FIG. 13 , insert seamless embedding strips  177 ,  178  between the two composite panels, and place seamed embedding strips  166 ,  169  into the groove at the top end; 
     When it is necessary to connect with a main structure, place the tension connection members  16 ,  165  into the installation groove  13  at the top end, or place the tension connection member  17  into the installation groove  13  on the side; 
     The installation of the second layer of the composite panels  1 ,  20  also begins at the corner, fit the bottom end installation groove  13  of the prefabricated thermal insulating composite panel with a corner  20  onto the seamed embedding strips  169 ,  166  of the lower layer composite panel  30 , and then install the second piece of composite panel  1  of the second layer. 
     Preferred Embodiments of a Permanent Concrete Form of the Present Invention 
     The present invention further proposes a permanent concrete form. The permanent concrete form according to one preferred embodiment of the present invention may comprise the prefabricated thermal insulating composite panel and/or the prefabricated thermal insulating composite panel with a corner that has been described above, and may comprise the thermal insulating composite panel structure assembly that has been described above. Said permanent concrete form may be used as permanent concrete forms for building buildings and structures. It firmly and integrally binds with the concrete structure when the concrete completely sets to form a reliable thermal insulating layer that has the same life as the building. 
     Preferred Embodiments of a Concrete Slab Structural Member of the Present Invention 
     Refer to  FIGS. 17-22  below. These figures illustratively show a concrete slab structural member according to a preferred embodiment of the present invention. In said preferred embodiment, said concrete slab structural member is a wall slab structural member. After reading the Description, however, those skilled in the art should understand that it may also be used for roof slabs and floor slabs with thermal insulating requirements. Said concrete slab structural member comprises a reinforcing bar, a first concrete form disposed at one side of said reinforcing bar, a second concrete form disposed at the other side of said reinforcing bar, and concrete disposed between said first concrete form and said second concrete form (not shown). The first concrete form is external concrete form, the external concrete form is permanent concrete form, including the thermal insulating composite panel structure assembly that has been described above, and the thermal insulating composite panel structure assembly is fixedly connected with said reinforcing bar via the projecting part of said tension connection member  16 ,  17 ,  165 . The second concrete form is regular concrete form and the internal concrete form  92 . The concrete binds with the reinforcing bar, the permanent concrete form, and the internal concrete form  92  to form a whole piece. Of course, those skilled in the art should understand that if necessary, the permanent concrete form of the present invention can be used on the internal side or both sides. For example, the internal side thermal insulating method is used for most refrigerators. 
     In said concrete slab structural member of said preferred embodiment, the reinforcing bar is a cold bend thin wall steel profile keel. However, those skilled in the art should understand that the reinforcing bar may also be a steel bar according to the prior art. 
     In said preferred embodiment, to highlight the advantageous effects of the standardized assembly of the permanent concrete form of the present invention, a cold bend thin wall steel profile frame is used as the reinforcing bar. Said cold bend thin wall steel profile frame comprises a plurality of longitudinal (vertical in said embodiment) steel profile keels  95 ,  85  that are spaced apart along the extension direction (lateral, i.e. horizontal direction in said embodiment) of the main surface of the concrete slab structural member and placed in parallel to one another. Each of the longitudinal steel profile keels comprises two longitudinal cold bend thin wall steel profiles  951 ,  952 ,  851 ,  852 . The main surfaces of said longitudinal cold bend thin wall steel profiles (i.e. the plane passing through the center of the longitudinal cold bend thin wall steel profiles, perpendicular to paper and extending vertically in  FIG. 17 ) are parallel to the internal main surface and the external main surface of the prefabricated thermal insulating composite panel  1  or the prefabricated thermal insulating composite panel with a corner  20  included in said thermal insulating composite panel structure assembly. The two longitudinal cold bend thin wall steel profiles  951 ,  952 ,  851 ,  852  are spaced apart and opposite each other along a direction perpendicular to the main surface of the concrete slab structural member (i.e. the plane passing through the center of the longitudinal cold bend thin wall steel profiles, perpendicular to paper and extending vertically in  FIG. 17 ), such that a space  200  is left between the two longitudinal cold bend thin wall steel profiles, and consequently the concrete can easily flow through the space left between the two longitudinal cold bend thin wall steel profiles when it is poured. The space left between the two longitudinal cold bend thin wall steel profiles is filled up with concrete (not shown), and both said first concrete form and said second concrete form are fixedly connected with said cold bend thin wall steel profile frame. 
     In said concrete slab structural member of said preferred embodiment, the two longitudinal cold bend thin wall steel profiles are fixedly connected through steel profile connection members  96 ,  87 , both said first concrete form and said second concrete form are spaced apart from the longitudinal cold bend thin wall steel profiles, and the concrete between said first concrete form and said second concrete form (not shown) covers said cold bend thin wall steel profile frame. The steel profile connection members  96 ,  87  may be spaced apart along the lengthwise direction of the longitudinal cold bend thin wall steel profiles  951 ,  952 . As shown in  FIG. 18 , two pairs of steel profile connection members  96  may be disposed between every two longitudinal cold bend thin wall steel profiles  951 ,  952 . The steel profile connection members  96 ,  87  have steel profile connection member through holes  961  thereon so as to reduce the impact on the flowing of concrete. Longitudinally (vertically in this preferred embodiment), every two adjacent longitudinal steel profile keels are connected through a longitudinal connection keel  97 . In the vertically adjacent longitudinal steel profile keels, both two cold bend thin wall steel profiles that form the upper adjacent longitudinal steel profile keel and two cold bend thin wall steel profiles that form the lower adjacent longitudinal steel profile keel have their ends in butt joint fitted over the longitudinal connection steel profiles  971 ,  972  that form the longitudinal connection keel  97 , and fixed thereto. The fixation may be achieved with screws (as shown in  FIG. 17 ) or welding. When two longitudinal cold bend thin wall steel profiles  951 ,  952  on the top layer connect with two longitudinal cold bend thin wall steel profiles  951 ,  952  on the bottom layer through butt joint, the longitudinal connection keel  97 , as a keel connector, should be first inserted into the main keel on the bottom layer, i.e. the longitudinal steel profile keel  95 , and the two are connected with self-tapping screws. Subsequently, the main keel on the top layer, i.e. the longitudinal steel profile keel  95 , is fitted over the keel connector, and the two are connected with self-tapping screws. 
     In said concrete slab structural member of said preferred embodiment, the longitudinal cold bend thin wall steel profiles  951 ,  952  included in each longitudinal steel profile keel  95  have a plurality of keel through holes  953 ,  954  distributed along the lengthwise direction thereon. The keel through holes  953 ,  954  on the two longitudinal cold bend thin wall steel profiles are opposite each other, projecting parts of said tension connection members  16 ,  17 ,  165  run through at least some of the keel through holes  953 ,  954 . The running through direction of said keel through holes is perpendicular to the main surfaces of said concrete slab structural member and the internal main surface and the external main surface of the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner included in said thermal insulating composite panel structure assembly. 
     As shown in the figures, the concrete slab structural member further comprises a tension bolt  91 , a tension sleeve  90  and a limiting sleeve  80 . The tension sleeve  90  is disposed between said internal concrete form  92  and the longitudinal cold bend thin wall steel profile of the two longitudinal cold bend thin wall steel profiles included in each longitudinal steel profile keel that is located at the internal side. The limiting sleeve  80  is disposed between said external concrete form and the longitudinal cold bend thin wall steel profile of the two longitudinal cold bend thin wall steel profiles included in each longitudinal steel profile keel that is located at the external side (i.e. the outdoor side relative to the wall). The tension sleeve is an injection moulded piece, which can convey the pressure at the concrete side to the concrete forms on both sides. At the same time, it can also play a limiting role to ensure the effective thickness of the concrete protective layer. The limiting sleeve is an injection moulded piece, which ensures the effective thickness of the concrete protective layer. The tension bolt is a detachable steel bolt that fixes the modular concrete form to the main keel. When the concrete is cured for a sufficient period, the tension bolt and the modular concrete form are detached. The bolt hole on the concrete member may be used as the fixing point for dry construction of decorative surface. 
     The projecting parts of said tension connection members  16 ,  17 ,  165  extend out of said external concrete form and run through said keel through holes to connect with said tension sleeve through threads, thereby fixedly connecting said external concrete form with said longitudinal steel profile keel, and said tension bolt  91  runs through said internal concrete form  92  to connect with said tension sleeve for fixedly connecting said internal concrete form with said longitudinal steel profile keel. See the external threads on the end of the projecting part of said tension connection member  165  and the external threads on the tension bolt  91  illustratively shown in  FIG. 19  and  FIG. 20 . These external threads are used to mesh with the internal threads inside the holes of the tension sleeve  90 . 
     In said preferred embodiment, both of the two longitudinal cold bend thin wall steel profiles included in each longitudinal steel profile keel are C shaped steel profiles. The longitudinal steel profile keels are placed vertically, a plurality of longitudinal steel profile keels placed in parallel are connected via said lateral connection steel profile keel, said diagonal connection steel profile keel is connected with said longitudinal steel profile keels, and said longitudinal steel profile keels, said lateral connection steel profile keel and said diagonal connection steel profile keel are connected to form a stable overall rigid structure. The lateral connection steel profile keel comprises lateral cold bend thin wall steel profiles  981 ,  982 ,  881 ,  882 . The diagonal connection steel profile keel comprises diagonal cold bend thin wall steel profiles  891 ,  892 . 
     In said preferred embodiment, the concrete slab structural member is a concrete wall slab structural member, which may further comprises a starting platform  30  disposed at the bottom. The starting platform may be a building foundation, or other appropriate platform added to the foundation. The starting platform is fixed with a starting strip  31  thereon, and the starting strip  31  has a projecting embedding part  310  that projects upwardly. The lowest installation groove  13  on the lowest prefabricated thermal insulating composite panel and prefabricated thermal insulating composite panel with a corner included in said permanent concrete form cooperates with the projecting embedding part  310  of said starting strip, and the projecting embedding part is embedded into said lowest installation groove. In such a way, it helps the lowest prefabricated thermal insulating composite panel in the permanent concrete form be fixed and positioned on the starting platform  30 . The starting strip  31  is an extruded piece. 
     As shown in  FIGS. 17-21 , the lowest longitudinal cold bend thin wall steel profiles  951 ,  952  are fixed onto the starting platform  30  through a starting panel  93 . The starting panel  93  is fixed with a starting keel  94  thereon. The starting panel  93  is fixed onto the starting platform  30  through an expansion bolt. The lowest longitudinal cold bend thin wall steel profiles  951 ,  952  are fitted onto said starting keel  94  and (e.g. through a fastening member (e.g. screw, self-tapping screw) or welding) are fixedly connected with the starting keel  94 . 
     In said preferred embodiment, the vertical main keel, i.e. the longitudinal steel profile keel  95  is formed by welding two opposite C-shaped cold bend thin wall steel profiles  951 ,  952 ,  851 ,  852  with a connection steel panel  96 . Both the main keel and the connection steel panel are punched with long round holes and have rolled edges to enhance the rigidity thereof, which is favorable for the concrete to flow freely and become dense and can significantly improve the bonding force between steel profiles and concrete. The lateral auxiliary keel, i.e. the lateral connect profile keel  98  is formed by two C-shaped cold bend thin wall steel profiles  981 ,  982 ,  81 ,  882 . The lateral connect profile keel  98  is connected to two sides of the vertical main keel via welding or self-tapping screws such that the entire steel skeleton has a stable structure and accurate size. 
     The internal concrete form may be a modular concrete form, which is compounded by metal and polymer materials, can be repeatedly used for hundreds of times, and has sufficient rigidity to resist the side pressure from the newly mixed concrete. The external shape and size of the internal concrete form may be consistent with the prefabricated thermal insulating composite panel of the present invention. Notches are formed on its panel corners in advance for tension bolts to run through. 
     Preferred Embodiments of a Concrete Wall Slab Structural Member of the Present Invention 
     Refer to  FIGS. 23 and 24  below.  FIGS. 23 and 24  illustrate the cross-sectional structure of a concrete wall slab structural member according to a preferred embodiment of the present invention. Said concrete wall slab structural member is different from the concrete slab structural member in the above preferred embodiment mainly in that it does not use the cold bend thin wall steel profile frame proposed in the above preferred embodiment of the present invention as the reinforcing bar, but may use the regular reinforcing bar or regular steel profile frame of the prior art as the reinforcing bar, and at the same time, use regular concrete form support of the prior art to support the internal and external concrete forms. Said concrete wall slab structural member comprises a first concrete form disposed at one side of said reinforcing bar, a second concrete form disposed at the other side of said reinforcing bar and concrete disposed between said first concrete form and said second concrete form (not shown in the figures so as to clearly show the structure of the wall slab structural member). In said preferred embodiment, the first concrete form is external concrete form and permanent concrete form. Said permanent concrete form includes the thermal insulating composite panel structure assembly that has been described above, and the thermal insulating composite panel structure assembly is fixedly connected with the concrete form support via the projecting part of said tension connection member  16 ,  17 ,  165 . The second concrete form is the internal concrete form  92  and a regular detachable concrete form. The concrete binds with the reinforcing bar and the permanent concrete form to form a whole piece. 
     In said preferred embodiment, the concrete form support of said concrete wall slab structural member comprises a concrete form vertical keel  922  and a concrete form lateral keel  921 . Said concrete wall slab structural member further comprises a tension bolt  91  and a tension sleeve  90 . The tension sleeve  90  is disposed at the external side of said internal concrete form  92  and adjacent to said internal concrete form. The concrete form vertical keel  922  is disposed at the internal side of said internal concrete form  92  and adjacent to said internal concrete form. The concrete form lateral keel is disposed at the internal side of said concrete form vertical keel and adjacent to said concrete form lateral keel. Starting from the internal side of said concrete form lateral keel, said tension bolt  91  runs through said concrete form lateral keel  921 , said concrete form vertical keel  922  and said internal concrete form  92  sequentially to connect with said tension sleeve  90  through threads, thereby fixedly connecting said internal concrete form, said concrete form lateral keel and said concrete form vertical keel. The tension bolt  91  is used with a tension bolt gasket  911  in cooperation. The projecting part of said tension connection member  165  extends out of said external concrete form and runs through to connect with said tension sleeve through threads, thereby fixedly connecting said external concrete form with said internal concrete form, said concrete form vertical keel and said concrete form lateral keel. 
     Similar to the preferred embodiment shown in  FIGS. 17-21  above, the concrete wall slab structural member shown in  FIGS. 23 and 24  also comprises a starting platform  30  disposed at the bottom. The starting platform is fixed with a starting strip  31  thereon, and the starting strip  31  has a projecting embedding part  310  that projects upwardly. The lowest installation groove  13  on the lowest prefabricated thermal insulating composite panel and prefabricated thermal insulating composite panel with a corner included in said permanent concrete form cooperates with the projecting embedding part  310  of said starting strip, and the projecting embedding part is embedded into said lowest installation groove. 
     Preferred Embodiments of a Wall Structural Member of the Present Invention 
       FIG. 25  illustrates a wall structural member according to another preferred embodiment of the present invention, which comprises a wall main structure part  100  and a thermal insulating layer part. The thermal insulating layer part is fixedly connected with said wall main structure part  100 . The thermal insulating layer part uses the thermal insulating composite panel structure assembly that has been described above. The projecting part of said tension connection member  16 ,  165  is fixedly connected with said wall main structure part  100  so as to fixedly connect said thermal insulating composite panel structure assembly to said wall main structure part. 
     In said preferred embodiment, the projecting part of said tension connection member  16  is formed with a fastening hole. The wall main structure part is fixed with a support member  202 , and said tension connection member is fixedly connected to said support member  202  through the fastening hole on said projecting part and a fastening member such as a self-tapping screw  203 . 
     Similar to the above preferred embodiment of the concrete wall slab structural member, the wall structural member according to said preferred embodiment further comprises a starting platform  30  disposed at the bottom. The starting platform is fixed with a starting strip  31  thereon, and the starting strip  31  has a projecting embedding part  310  that projects upwardly. The lowest installation groove  13  on the lowest prefabricated thermal insulating composite panel and prefabricated thermal insulating composite panel with a corner included in said permanent concrete form cooperates with the projecting embedding part  310  of said starting strip, and the projecting embedding part is embedded into said lowest installation groove. 
     Preferred embodiments of a mould profile for fabricating the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner that has been described above 
     Refer to  FIGS. 6 and 7  below.  FIGS. 6 and 7  illustrate a mould profile  50  for fabricating the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner that has been described above according to a preferred embodiment of the present invention. Said mould profile  50  comprises a profile body  501  (preferably hollow and preferably formed by an aluminum alloy profile). The profile body comprises internal abutting parts  507  for the two frame connection parts  11  of the frame  2  of said prefabricated thermal insulating composite panel or said prefabricated thermal insulating composite panel with a corner to abut against during fabrication of said prefabricated thermal insulating composite panel or said prefabricated thermal insulating composite panel with a corner. A limiting projecting part  504  projects out from the surface of said internal abutting part  507  for being inserted into the installation groove  13  during fabrication of said prefabricated thermal insulating composite panel or said prefabricated thermal insulating composite panel with a corner so as to limit the core  9 . The thickness of said limiting projecting part (i.e. the vertical dimension in  FIG. 6 ) is equal to the width W groove  of said installation groove. A top alignment projecting part  503  and a bottom alignment projecting part  52  are disposed on said internal abutting part  507  for determining the thickness of the reinforcing protective layer  7  during fabrication of said prefabricated thermal insulating composite panel or said prefabricated thermal insulating composite panel with a corner. The top alignment projecting part projects to above the top surface of said profile body  501 , and said bottom alignment projecting part  502  projects to below the bottom surface of said profile body. The distance from the top surface of said limiting projecting part  504  to the top surface of said top alignment projecting part  503  is greater than the thickness of said frame connection parts  11  (i.e. the vertical dimension in  FIG. 6 ). The distance from the bottom surface of said limiting projecting part  504  to the bottom surface of said bottom alignment projecting part  502  is greater than the thickness of said frame connection parts  11 . The distance of said top alignment projecting part  503  projecting upwardly from the top surface of said limiting projecting part  504  is equal to the distance of said bottom alignment projecting part  502  projecting downwardly from the bottom surface of said limiting projecting part  504 . 
     Preferred embodiments that use various construction methods of the present invention will be described below. 
     Technologies that use the cold bend thin wall steel profile frame of the present invention to take the place of steel bar and use the prefabricated thermal insulating composite panel (with and/or without a corner) of the present invention to take the place of external concrete forms—Construction technologies in preferred embodiments of the concrete slab structural member of the present invention 
     The construction method in a preferred embodiment relates to a cast-in-place concrete technology that uses the permanent concrete form including the prefabricated thermal insulating composite panel and/or prefabricated thermal insulating composite panel with a corner of the present invention to take the place of external concrete forms according to the prior art and to combine with a cold bend thin wall steel profile frame. It will be described below with reference to  FIGS. 13-16  and  17 - 22 . Those skilled in the art should understand that in said construction method, the assembly method shown in  FIGS. 13-16  will substantially be applied in  FIGS. 17-22 . 
     The construction method for a cast-in-place concrete wall according to said preferred embodiment comprises the following steps: a step of installing a cold bend thin wall steel profile frame; a step of installing an external concrete form, wherein the external concrete form is installed to be fixedly connected with the cold bend thin wall steel profile frame, the permanent concrete form of the thermal insulating composite panel structure assembly that has been described above is used as the external concrete form, the tension connection member is inserted into the installation grooves  13  on the side edges of two adjacent prefabricated thermal insulating composite panels  1  or two adjacent prefabricated thermal insulating composite panels with a corner  20  or adjacent prefabricated thermal insulating composite panel  1  and prefabricated thermal insulating composite panel with a corner  20  (in said preferred embodiment, the tension connection member  165  is inserted into horizontal installation grooves  13 . In practice, however, the tension connection members  165 ,  16 ,  17  may be inserted into vertical installation grooves  13 , or the tension connection members  16 ,  17 ,  165  may be inserted into both horizontal installation grooves  13  and vertical installation grooves  13  according to project needs. Alternatively, the seamed embedding strips  166 ,  169  and/or the seamless embedding strips  177 ,  178  may be inserted into vertical and horizontal installation grooves), and the fixed connection between the external concrete form and the cold bend thin wall steel profile frame is achieved through the fixed connection between the projecting part of the tension connection member  16 ,  17 ,  165  and the cold bend thin wall steel profile frame; a step of installing an internal concrete form  92 , wherein the internal concrete form is installed to be fixedly connected with the cold bend thin wall steel profile frame. 
     In the construction method for a cast-in-place concrete wall according to said preferred embodiment, the surface size of the main surface of the prefabricated thermal insulating composite panel  1  or the prefabricated thermal insulating composite panel with a corner  20  included in said external concrete form is a modular size, and the step of installing the external concrete form is repeated so as to reach a floor height by assembling multiple layers of the external concrete form with a modular size. 
     In the construction method for a cast-in-place concrete wall according to said preferred embodiment, the surface size of the main surface of said internal concrete form  92  is the same as the surface size of the main surface of said external concrete form, as shown in  FIG. 18 , the step of installing the internal concrete form  92  is repeated so as to reach a floor height by assembling multiple layers of the internal concrete form with a modular size, and the assembly of the external concrete form with a modular size and the assembly of the internal concrete form  92  with a modular size opposing the external concrete form are carried out alternately. 
     In the construction method for a cast-in-place concrete wall according to said preferred embodiment, when installing the external concrete form and internal concrete form at the very bottom layer, it comprises a step of installing a starting strip  31  on the starting platform  30 , wherein the starting strip  31  is fixed on the starting platform  30 , the starting strip has a projecting embedding part  310 , the lowest installation groove  13  on the lowest prefabricated thermal insulating composite panel  1  or prefabricated thermal insulating composite panel with a corner  20  included in said permanent concrete form cooperates with the projecting embedding part  310  of said starting strip, such that the projecting embedding part  310  is embedded into said lowest installation groove  13 , thereby fixing and positioning the lowest prefabricated thermal insulating composite panel or prefabricated thermal insulating composite panel with a corner. 
     In the construction method for a cast-in-place concrete wall according to said preferred embodiment, the permanent concrete form proposed in the present invention is used as the external concrete form, and moreover, the cold bend thin wall steel profile frame structure proposed in the present invention is used as the reinforcing bar and as the concrete form support. The step of installing a cold bend thin wall steel profile frame comprises: installing a plurality of longitudinal steel profile keels  95 ,  85  that are spaced apart along the extension direction of the main surface of the concrete wall (refer to  FIG. 17 , the direction perpendicular to the paper in  FIG. 17 ) and placed in parallel to one another, each of the longitudinal steel profile keels comprises two longitudinal cold bend thin wall steel profiles  951 ,  952 ;  851 ,  852 , the main surfaces of said longitudinal cold bend thin wall steel profiles  951 ,  952  are set to be parallel to the main surface of said concrete wall and the internal main surface and the external main surface of the prefabricated thermal insulating composite panel  1  or the prefabricated thermal insulating composite panel with a corner  20  included in said thermal insulating composite panel structure assembly, such that said two longitudinal cold bend thin wall steel profiles are spaced apart and opposite each other along a direction perpendicular to the main surface of said concrete wall, and consequently a space  200  is left between the two longitudinal cold bend thin wall steel profiles, so that the concrete can easily flow through the space left between the two longitudinal cold bend thin wall steel profiles when it is poured. 
     In the construction method for a cast-in-place concrete wall according to said preferred embodiment, in the steps of installing the external concrete form and internal concrete form, it comprises: inserting the vertical embedding strip  177 ,  178  (not shown in  FIG. 17 , which can be understood with reference to  FIGS. 13 and 16 ) and the tension connection member  16 ,  17 ,  165  (not shown in  FIG. 17 , which can be understood with reference to  FIGS. 13 and 16 ) into the vertical installation grooves  13  on the side edges of laterally adjacent prefabricated thermal insulating composite panels  1 , and inserting the lateral embedding strip  166 ,  169  (not shown in  FIG. 17 , which can be understood with reference to  FIGS. 13 and 14 ) and the tension connection member  16 ,  17 ,  165  (not completely shown in  FIG. 17 , which can be understood with reference to  FIGS. 13 and 14 ) into the horizontal installation grooves  13  between vertically adjacent prefabricated thermal insulating composite panels  1  and vertically adjacent prefabricated thermal insulating composite panels  20 , wherein the fixed connection between the external concrete form and the cold bend thin wall steel profile frame is achieved by running the projecting part of the tension connection member  16 ,  17 ,  165  through the keel through holes  953 ,  954  on the longitudinal steel profile keel  95  included in the steel profile frame to connect with the tension sleeve  90  disposed at the internal side of the vertical keel through threads so as to fixedly connect the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner with the cold bend thin wall steel profile frame, and running a tension bolt  91  having a gasket from the internal side of the internal concrete form  92  through the keel through holes between the adjacent internal concrete forms to connect with the tension sleeve  90  through threads so as to fixedly connect all internal concrete forms with the cold bend thin wall steel profile frame. Threads on the projecting parts are not drawn on the tension connection member  16 ,  17  shown in the figures. However, it should be understood that external threads may be formed as needed. If thread connection is not used, connection holes or other connection structures may be employed. In  FIGS. 13 and 16 , the seam formed by horizontal installation C is seamed seam, and the seamed tension connection member  16  and seamed embedding strips  166 ,  169  are placed into the horizontal installation grooves, while the seam formed by vertical installation C is seamless seam, and the seamless tension connection member  17  and seamless embedding strips  177 ,  178  are placed into the vertical installation grooves. However, it should be understood that it is also possible that the vertical seam is seamless seam, while the horizontal seam is seamed seam, or both the vertical seam and the horizontal seam are seamless seams or seamed seams. 
     In the construction method for a cast-in-place concrete wall according to said preferred embodiment, when assembling the permanent external concrete form with the internal concrete form  92  to fixedly connect the same with the cold bend thin wall steel profile frame, the limiting sleeve  80 , the tension connection member  16 ,  17 ,  165  and the tension bolt  91  are used to form a reliable cavity with equal width. 
     As shown in  FIG. 17 , moreover, those skilled in the art should understand that the cold bend thin wall steel profile frame of the present invention can also be used for pouring floor slabs. It is just that the permanent concrete form of the present invention does not need to be used when pouring floor slabs. Instead, regular detachable concrete forms are fixedly connected to below the cold bend thin wall steel profile frame, and then concrete can be poured from above. When the roof slab of a building needs to be constructed, the permanent concrete form of the present invention can be fixedly connected to below the cold bend thin wall steel profile frame, and then concrete can be poured from above. After pouring, the permanent concrete form forms a thermal insulating layer to enhance the building&#39;s thermal insulating capability. 
     With respect to the above specific embodiments that use the cold bend thin wall steel profile frame of the present invention to take the place of steel bar and use the composite panel of the present invention (permanent concrete form) to take the place of external concrete forms, those skilled in the art may employ specific flows according to practical needs of a project to make various changes and adjustments. A flow that can be used in specific project practices according to the present application is as follows: 
     1. Design the structure layout diagram of the cold bend thin wall steel profile frame with a computer aided design program or through manual design, which accurately labels the position of each thin wall steel profile parts; 
     2. Design the layout diagram of the composite panels with a computer aided design program or through manual design, which accurately labels the positions of standard composite panels and non-standard composite panels; 
     3. When the foundation construction is completed, begin the construction of a starting platform. It is required that the sizes be accurate and the entire circumference be at the same elevation. Begin to continuously fix starting strips and starting keels according to the design requirements; 
     4. Perform the construction of vertical keels, fit the vertical keels into the starting keels and complete bolt connection, and then connect the lateral steel profile keels onto the vertical keels via bolts such that it becomes a stable structure; 
     5. Fix and install the internal concrete forms to be highly consistent with the composite panels of the present invention, install the external concrete forms, and insert starting strips or lateral embedding strips into the installation grooves at the bottom end of the composite panels of the present invention; 
     6. Install the composite panels of the present invention layer by layer, insert vertical embedding strips into side edges between the panels, place lateral embedding strips into the top end, and the modular internal concrete forms and the external concrete forms form a reliable cavity with equal width through the limiting members (sleeves), tension connection members, tension members (sleeves) and internal tension bolts; 
     7. Repeat Steps 5 and 6 to the position of floor slabs, the modular internal concrete forms intersect with the bottom concrete forms of the floor slab (optionally the thermal insulating composite panels of the present invention or detachable modular concrete forms may be used), and construct a reliable support, continue upwardly to install one to two pieces of the composite panel of the present invention and connect with the raised vertical keels; 
     8. Conduct the construction of the cold bend thin wall steel profile frame and concrete forms (including the composite panels of the present invention and internal concrete forms) alternately. Typically, the vertical keels are 90 cm above the floor surface and function as a temporary fence. When the installation of floor thin wall steel profiles is completed, pour concrete for the lower level walls and the floor. Make sure to pour in rounds with each pouring at about 0.5 m high; 
     9. Repeat Steps 5˜8 to the roof. 
     Cast-in-place concrete technologies that use the composite panel of the present invention as permanent concrete form to take the place of external concrete forms—Construction technologies in preferred embodiments of the concrete wall slab structural member of the present invention 
     The construction method in another preferred embodiment relates to a cast-in-place concrete technology that uses the permanent concrete form of the present invention to take the place of regular detachable external concrete forms, and said technology does not need to use the cold bend thin wall steel profile frame of the present invention, but use the regular steel bar of the prior art as the reinforcing bar. 
     It will be described below with reference to  FIGS. 13-16  and  23 - 24 . Those skilled in the art should understand that in said construction method, the assembly method shown in  FIGS. 13-16  will substantially be applied in  FIGS. 23-24 . 
     The construction method for a cast-in-place concrete wall according to said preferred embodiment comprises the following steps: installing a concrete form support structure; a step of installing an internal concrete form  92 , wherein the internal concrete form  92  is fixedly connected with said concrete form support structure; a step of installing an external concrete form, wherein the permanent concrete form of the thermal insulating composite panel structure assembly of the present invention that has been described above is used as the external concrete form, the tension connection member  16 ,  17 ,  165  is inserted into the installation grooves  13  on the side edges of two adjacent prefabricated thermal insulating composite panels  1  or two adjacent prefabricated thermal insulating composite panels with a corner  20  or adjacent prefabricated thermal insulating composite panel  1  and prefabricated thermal insulating composite panel with a corner  20  to connect the projecting part of the tension connection member  16 ,  17 ,  165  to said concrete form support structure, thereby fixedly connecting the external concrete form with the concrete form support structure. 
     In the construction method for a cast-in-place concrete wall according to said preferred embodiment, when installing the external concrete form at the very bottom layer, it comprises a step of installing a starting strip  31  on the starting platform  30 , wherein the starting strip  31  is fixed on the starting platform  30 , the starting strip has a projecting embedding part  310 , the lowest installation groove  13  on the lowest prefabricated thermal insulating composite panel or prefabricated thermal insulating composite panel with a corner included in said permanent concrete form cooperates with the projecting embedding part  310  of said starting strip, such that the projecting embedding part is embedded into said lowest installation groove  13 , thereby positioning the lowest composite panel. 
     In the construction method for a cast-in-place concrete wall according to said preferred embodiment, in the step of installing an internal concrete form  92 , the fixed connection between the internal concrete form  92  and said concrete form support structure is achieved by running a tension bolt  91  through the concrete form support structure from the external side to be fixedly connected with the tension sleeve  90  disposed at the internal side of the concrete form support structure, and in the step of installing an external concrete form, the end of the projecting part of the tension connection member  165  is connected with the tension sleeve  90 . 
     In the construction method for a cast-in-place concrete wall according to said preferred embodiment, there is threaded connection between said tension connection member  165  and said tension sleeve  90 , there is threaded connection between said tension bolt  91  and said tension sleeve  90 , the connection point between said tension connection member  165  and said tension sleeve  90  is at the external portion of said tension sleeve  90 , and the connection point between said tension bolt  91  and said tension sleeve  90  is at the external portion of said tension sleeve  90 . 
     With respect to the above specific embodiments that the composite panel of the present invention as the permanent concrete form to take the place of detachable external concrete forms, according to the above disclosure of the construction method in said preferred embodiment, those skilled in the art may employ specific flows according to practical needs of a project to make various changes and adjustments. A flow that can be used in specific project practices according to the present application is as follows: 
     1. Design the structure layout diagram of the composite panel (flat composite panel and/or composite panel with a corner) with a computer aided design program or through manual design, which accurately labels the positions of standard composite panels and non-standard composite panels; 
     2. When the foundation construction is completed, begin the construction of a starting platform of the first layer of composite panels. It is required that the sizes be accurate and the entire circumference be at the same elevation. Begin to continuously fix starting strips; 
     3. Fix and install the internal concrete forms to be highly consistent with the composite panels, install the composite panels, and clamp the installation grooves at the bottom end onto the projecting embedding parts of the starting strips or lateral embedding strips; 
     4. Install the composite panels layer by layer, insert vertical embedding strips into side edges between the panels, place lateral embedding strips into the top end, and the internal concrete forms and the external composite panels form a reliable cavity with equal width through the tension connection members, limiting sleeves, and internal tension bolts; 
     5. The internal concrete forms form a stable temporary structure with the concrete form vertical keel, the concrete form lateral keel and the side support through the internal tension bolts, which is consistent with conventional concrete form construction, so as to ensure the wall perpendicularity; 
     6. Repeat Steps 4 and 5 to the position of floor slabs, the internal concrete forms intersect with the bottom concrete forms of the floor slab (optionally the composite panels or regular concrete forms may be used), and construct a reliable support, continue upwardly to install one piece of the external composite panel and construct a temporary support; 
     7. Conduct the steel bar assembly and the construction of the concrete forms alternately. Typically, the construction of steel bar and concrete forms stops at the floor, and when the floor steel bar assembly is completed, pour concrete. Make sure to pour in rounds with each pouring at about 0.5 m high; 
     8. Repeat Steps 3˜7 to the roof. 
     Construction technologies based on an existing substrate wall—Construction technologies in preferred embodiments of the wall structural member of the present invention 
     The construction method in another preferred embodiment relates to a technology that adds the composite panels of the present invention to an existing substrate wall so as to perform decorative renovation, thermal insulation renovation or other renovation thereon. In said technology, the permanent concrete form of the present invention that includes the thermal insulating composite panel structure assembly or the prefabricated thermal insulating composite panel and/or the prefabricated thermal insulating composite panel with a corner that have been described above is used as the external thermal insulating layer and/or decorative layer. When the permanent concrete form has been installed, a desired filling material can be filled between the permanent concrete form and the existing substrate wall. For example, the filling of a thermal insulating material can further provide a thermal insulating capability to the wall. The filling of concrete can further provide strength and endurance to the wall. The filling of fine aggregate concrete can provide water-proof capability to the wall. Alternatively, space does not have to be left between the permanent concrete form and the existing several layers of wall. Instead, the permanent concrete form is installed and fixed immediately next to the existing substrate wall or only a very small space is left due to construction needs. As a result, no filling materials need to be filled between the permanent concrete form and the existing substrate wall. 
     It will be described below with reference to  FIGS. 13-16  and  25 . Those skilled in the art should understand that in said construction method, the assembly method shown in  FIGS. 13-16  will substantially be applied in  FIG. 25 . 
     The construction method for a concrete wall according to another preferred embodiment comprises the following steps: a step of installing a thermal insulating layer part at the external side of the existing wall main structure part  100 , wherein said thermal insulating layer part is fixedly connected with said wall main structure part  100 , wherein said thermal insulating layer part includes the thermal insulating composite panel structure assembly as set forth in any claim of claims  19 - 23 . In the step of installing a thermal insulating layer part, the projecting part of the tension connection member  16 ,  165  included in said thermal insulating composite panel structure assembly is fixedly connected with said wall main structure part  100  so as to fixedly connect said thermal insulating composite panel structure assembly to said wall main structure part. 
     In the construction method for a concrete wall according to said another preferred embodiment, said tension connection member  16  is a tension connection member  16  having a fastening hole on the projecting part. In the step of installing a thermal insulating layer part, a support member  202  is first fixed to the external side of said wall main structure part, then said tension connection member  16  is fixedly connected to said support member  202  through the fastening hole on said projecting part of said tension connection member and a fastening member  203 , thereby connecting the prefabricated thermal insulating composite panel  1  or the prefabricated thermal insulating composite panel with a corner  20  included in the thermal insulating composite panel structure assembly to the wall main structure part  100 . 
     In the construction method for a concrete wall according to said another preferred embodiment, the step of installing a thermal insulating layer part further comprises: fixing a starting strip  31  on the starting platform  30  at the bottom, the starting strip  31  having a projecting embedding part  310  that projects upwardly, and making the lowest installation groove  13  on the lowest prefabricated thermal insulating composite panel and prefabricated thermal insulating composite panel with a corner included in said thermal insulating composite panel structure assembly to cooperate with the projecting embedding part  310  of said starting strip so as to embed the projecting embedding part into said lowest installation groove. 
     In the construction method for a concrete wall according to said another preferred embodiment, in the step of installing a thermal insulating layer part, a space is left for pouring concrete between said thermal insulating layer part and said wall main structure part  100 . When the thermal insulating layer part has been installed, a dense fine aggregate concrete is poured into said space so as to improve the structural strength and water proof capability of the existing wall substrate. 
     In the construction method for a concrete wall according to said another preferred embodiment, when the support member  202  is fixed to the wall main structure part  100 , an expansion bolt  201  is used to fix the support member laterally or vertically to the wall main structure part  100 . 
     With respect to the above specific embodiments that apply the composite panel of the present invention onto a foundation of the existing substrate wall, according to the above disclosure of the construction method in said preferred embodiment, those skilled in the art may employ specific flows according to practical needs of a project to make various changes and adjustments. A flow that can be used in specific project practices according to the present application is as follows: 
     1. Measure and draw a plot of the existing substrate wall, including door and window openings, corners, etc.; 
     2. Arrange standard and non-standard composite panels on the wall plot with a computer aided design program or through manual design as the design layout diagram, accurately label the positions of standard composite panels and non-standard composite panels, and arrange for separate design and fabrication of products with non-standard sizes; 
     3. Position and draw lines on the substrate wall according to the design layout diagram; 
     4. Build a starting platform of the first layer of composite panels. It is required that the sizes be accurate and the entire circumference be at the same elevation. Begin to continuously fix starting strips; 
     5. Fix separate or continuous angle irons with expansion bolts onto the substrate wall according to the positioning lines and points in either lateral or vertical arrangements; 
     6. Install the composite panels from the first layer and layer by layer, clamp the installation grooves at the bottom end onto the projecting embedding parts of the starting strips or lateral embedding strips, insert vertical embedding strips into side edges between the panels, connect the top end with the angle iron through the tension connection member, and place lateral embedding strips into the top end; 
     7. Repeat Step 6 to the roof; 
     8. When two layers of the composite panels have been installed, pour a self-compaction fine aggregate concrete to improve the structural strength and water-proof capability of the existing wall. 
     A prefabrication method for fabricating the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner 
     The present invention further proposes a fabrication process for the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner that has been described above. It will be described below with reference to  FIGS. 1-8 , in particular  FIGS. 6-7 . 
     As shown in  FIGS. 6-7 , the fabrication process for the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner according to a preferred embodiment relates to a prefabrication method for fabricating the prefabricated thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner of the present invention. In said prefabrication method, the mould profile  50  of the present invention that has been described above is used, comprising the following steps: 
     (1) Using the frame assembled by the aluminum alloy mould profile  50  as the mould; 
     (2) Placing the core  9  having the frame  2  into the mould such that the installation groove  13  of the frame  2  closely combines with the limiting projecting part  504  at the internal side of said mould profile  50  to limit the core  9 ; 
     (3) Applying a reinforcing protective layer  7  formed by cement-based or gypsum-based polymer-modified mortar on one side of the core  9 , when coating the reinforcing protective layer  7  formed by cement-based or gypsum-based polymer-modified mortar, using high points of the alignment projecting parts  503 ,  502  on the cross section of said mould profile  50  as the control points for the thickness of the reinforcing protective layer  7  of the composite panel so as to ensure the uniform thickness and size of the composite panel; 
     (4) Turning over the mould, and repeating Step 3 for applying a reinforcing protective layer  7  formed by cement-based or gypsum-based polymer-modified mortar on the other side of the core  9 ; 
     (5) Detaching the form remove said mould profile  50 ; 
     (6) Maintaining the thermal insulating composite panel or the prefabricated thermal insulating composite panel with a corner. 
     In the prefabrication method according to said preferred embodiment, when applying a reinforcing protective layer  7  formed by cement-based or gypsum-based polymer-modified mortar on every side the core  9 , said reinforcing protective layer  7  is applied in two equal layers  71 , wherein the first layer of the reinforcing protective layer  71  formed by cement-based or gypsum-based polymer-modified mortar is first applied on the core  9 , coating a reinforcing material  8 , and then the second layer of the reinforcing protective layer  71  formed by cement-based or gypsum-based polymer-modified mortar is further coated. When the second layer of the reinforcing protective layer  71  formed by cement-based or gypsum-based polymer-modified mortar is coated, use high points of the alignment projecting parts  503 ,  502  on the cross section of said mould profile  50  as the control points for the thickness of the reinforcing protective layer  7  of the composite panel. 
     In the prefabrication method according to said preferred embodiment, after applying a reinforcing protective layer  7  formed by cement-based or gypsum-based polymer-modified mortar on one side of the core  9  or after applying a reinforcing protective layer  7  formed by cement-based or gypsum-based polymer-modified mortar on the other side of the core  9 , and before the mould detaching step, apply a decorative surface layer  15  on the reinforcing protective layer  7  of said side or said other side, such that it binds with the reinforcing protective layer  7 . 
     When the composite panel fabricated using the prefabrication method according to said preferred embodiment has been maintained, the reinforcing protective layer  7  of the composite panel hardens and binds with the core  9  to become a whole piece, which is inspected and packaged at the factory, and then can be delivered. 
     In said preferred embodiment, the mould assembled by the mould profiles is placed on a substrate  508  for operations during the prefabrication. Those skilled in the art should understand that the mould may also be placed on other types of operational platforms during the prefabrication. 
     In the present application documents, all “including . . . ” mean both “including . . . ” and “consisting of . . . ”. 
     The mould profiles of the present application for fabricating composite panels may be used to fabricate various prefabricated thermal insulating composite panels or prefabricated thermal insulating composite panels with a corner that the present invention requests to protect, and to fabricate composite panels in other forms that comprise a core, reinforcing protective layers on both sides of the core to cover the core and installation grooves on side end surfaces. 
     The method of the present application that uses mould profiles to fabricate composite panels may be used to fabricate various prefabricated thermal insulating composite panels or prefabricated thermal insulating composite panels with a corner that the present invention requests to protect, and to fabricate composite panels in other forms that comprise a core, reinforcing protective layers on both sides of the core to cover the core and installation grooves on side end surfaces. 
     The description of various structural members and methods in the Description of the present application focuses on the description of aspects related to the present invention. According to actual requirements of engineering design and construction, those skilled in the art may supplement, amend or add or delete the steps included in all methods disclosed in the Description. Without departing from the principle of the present invention, these supplemented, amended or added or deleted methods will not depart from the scope of the present invention. 
     LIST OF PARTS AND FIGURE LEGENDS 
     
         
         Prefabricated thermal insulating composite panel  1   
         Core  9   
         Frame  2   
         Core fixing groove  3   
         Frame connection hole  4   
         Frame profile reinforcing member  5   
         Insert connection part  51   
         Corner frame profile reinforcing member  6   
         Corner insert connection part  61   
         Reinforcing protective layer  7   
         Internal main surface  101   
         External main surface  102   
         Side end surfaces  103 ,  104 ,  105 ,  106   
         Frame connection parts  11   
         Installation groove  13   
         Reinforcing net  8   
         Fixing wings  10   
         Insert connection part  51   
         Decorative surface layer  15   
         Inclined planes  108 ,  109   
         Prefabricated thermal insulating composite panel with a corner  20   
         Mould profile  50   
         Mould profile body  501   
         Bottom alignment projecting part  502   
         Top alignment projecting part  503   
         Limiting projecting part  504   
         Internal abutting parts  507   
         Substrate  508   
         Seamed tension connection member  16   
         Installation groove embedding parts  162 ,  163   
         Body  161   
         Projecting part  164   
         Seamed embedding strips  166 ,  169   
         Seamless tension connection member  17   
         Installation groove embedding parts  171 ,  172   
         Projecting part  173   
         Necking part  178   
         Seamless embedding strips  177 ,  178   
         Slot  179   
         Starting platform  30   
         Starting strip  31   
         Projecting embedding part  310   
         Expansion bolt  32 ,  201   
         Limiting sleeve  80   
         Tension sleeve  90   
         Tension bolt  91   
         Tension connection member  165   
         Starting platform  93   
         Concrete form  92   
         Starting keel  94   
         Longitudinal steel profile keel  95 ,  85   
         Keel through hole  953 ,  954   
         Longitudinal cold bend thin wall steel profile  951 ,  952 ,  851 ,  852   
         Steel profile connection member  96 ,  87   
         Steel profile connection member through hole  961   
         Longitudinal connection keel  97   
         Longitudinal connection steel profile  971 ,  972   
         Lateral connect profile keel  98   
         Lateral cold bend thin wall steel profile  981 ,  982 ,  881 ,  882   
         Diagonal connection steel profile keel  89   
         Diagonal cold bend thin wall steel profiles  891 ,  892   
         Self-tapping screw  81 ,  93 ,  203   
         Space  200   
         Concrete form lateral keel  921   
         Concrete form vertical keel  922   
         Tension bolt gasket  911   
         Wall main structure part  100   
         Support member  202