Source: https://patents.google.com/patent/KR101233931B1/en
Timestamp: 2020-05-27 17:04:34
Document Index: 724955785

Matched Legal Cases: ['arts 111', 'arts 121', 'art 21', 'art 21', 'art 21', 'art 2', 'art 111', 'art 23', 'art 2', 'art 231', 'arts 211', 'arts 111', 'arts 31', 'art 2', 'art 321', 'art 32', 'arts 311', 'art 231', 'arts 111', 'arts 211', 'arts 111', 'arts 211', 'art 23', 'art 23', 'art 32', 'art 321', 'art 32', 'art 23', 'arts 211', 'art 211', 'art 211', 'art 211', 'art 231', 'art 321', 'art 211', 'art 111', 'art 111', 'art 111', 'art 321', 'art 311', 'art 121', 'art 211', 'art 21', 'art 2', 'art 231', 'art 23', 'art 2']

KR101233931B1 - A self assembly support beam structures and self assembly support beam structures installing method - Google Patents
A self assembly support beam structures and self assembly support beam structures installing method Download PDF
KR101233931B1
KR101233931B1 KR1020100095403A KR20100095403A KR101233931B1 KR 101233931 B1 KR101233931 B1 KR 101233931B1 KR 1020100095403 A KR1020100095403 A KR 1020100095403A KR 20100095403 A KR20100095403 A KR 20100095403A KR 101233931 B1 KR101233931 B1 KR 101233931B1
KR1020100095403A
KR20120033721A (en
2010-09-30 Application filed by 김충기 filed Critical 김충기
2010-09-30 Priority to KR1020100095403A priority Critical patent/KR101233931B1/en
2012-04-09 Publication of KR20120033721A publication Critical patent/KR20120033721A/en
2013-02-15 Publication of KR101233931B1 publication Critical patent/KR101233931B1/en
239000010959 steel Substances 0 claims description 38
The method of installing the prefabricated support beam structure and the prefabricated support beam structure according to the present invention can increase the utilization efficiency of the building by extending the span, which is the distance between the pillar and the pillar of the building, which is used to reduce the ceiling height of the building. Since the support beam structure is formed in a prefabricated form, the installation is easy, and the manufacturing process of assembling the support beam structure through the welding work in the manufacturing factory is eliminated, and the welding is performed after assembling in the field, thereby reducing the manpower and the cost. Since the assembly time of the support beam structure can be shortened through the simple assembly, the construction period can be shortened, and the construction period can be shortened as well as material cost, construction cost, and construction period can be reduced.
A self assembly support beam structures and self assembly support beam structures installing method}
The present invention relates to a method for installing a prefabricated support beam structure and a prefabricated support beam structure, and more specifically, to increase the utilization efficiency of the building by extending the span, which is the distance between the pillar and the pillar of the building, the ceiling of the building The support beam structure used to reduce the height is prefabricated, which is easy to carry and install by installation in the field, which reduces the transportation cost, eases the installation work, shortens the construction period, and risk factors. Can be safely carried out with the deck removed and the deck is placed, the workers can work more safely, as a whole, the assembly time of the support beam structure is reduced through the simple assembly and welding in the field It is possible to shorten the construction period, so shortening the construction period Of course, the present invention relates to a prefabricated support beam structure and a method of installing the prefabricated support beam structure, which can reduce the material cost, the construction cost, and the construction period.
In general, as the architecture develops, structures that have been supported by pillars or walls, such as housing, go beyond the dimensions of houses, public halls, automated factories, automated warehouses, animal gardens, exhibition halls, hangars, gymnasiums, leisure facilities, etc. A variety of buildings have been built and these buildings are needed.
Accordingly, in order to create a better environmental space, R & D has been steadily researching in various fields such as basic concrete materials as well as the development of advanced methods and technologies in the field of architectural civil engineering.
The advantage of such a large space without pillars is to bring about the maximization of space utilization efficiency. If there is a pillar in the middle of the space, the space utilization is limited by the space between the pillars. Some spaces around the columns have become difficult to utilize.
However, the pillarless space can use the entire interior of the building as an effective space. In addition, it is highly adaptable to environmental changes, and when there is a need to change the internal facilities in accordance with changes in the business environment, if there are columns in the existing space, the layout of the partition walls will be severely restricted. It can be freely adapted to any use change.
Therefore, the owners of general buildings require long-span constructions with wide distances between the pillars. However, these long span buildings have increased thickness of the supporting beams that make up the frame of the building as the length of the span increases, so that the part occupying the height of the ceiling increases, so that the building height of the building increases exponentially. There is a problem of increasing, and in the area where the height of the building is limited, it is impossible to fill the desired number of floors of the building, so that the rental income is drastically reduced, but on the contrary, there is an unreasonable problem that the building cost of the building is increased.
As shown in FIG. 9A, in a modern building, a support beam 101 is disposed between the support pillars 100 that are standing upright, and generally a duct 102 or an electrical installation (at the bottom of the support beam 101). If 103 is passed and the required span is large, a stronger and higher support beam 101 should be used and a separate space should be provided at the bottom through which the duct 102 or electrical equipment 103 passes. And because the ceiling finishing surface 104 should be installed at the bottom of the building, since the required thickness of the ceiling becomes wider, there is a problem that the height of the building needs to be raised, and this problem is already described above. This overlaps with the problem that the utilization rate is significantly reduced, resulting in a number of complex problems.
In order to solve such a conventional problem, the present inventor has proposed a "support beam structure capable of reducing the distance extension and the ceiling height," which is filed with the application number 10-2008-0095464, but such a support beam structure is shown in FIG. As shown in 9b, the one end portion is fixed to the I-shaped steel 200 extending in the longitudinal direction and the lower horizontal support surface 201 of the I-shaped steel 200 by the welding portion 300a, and extended upwardly. Both ends are welded to the side of the inclined extension 300 and the upright column 202 of the I-shaped steel 200 so as to reinforce the inclined extension 300 to be fixed by the welding unit 400a. Since it is formed of the reinforcing means 400, the welding portion 300a along the longitudinal direction of the lower portion of the inclined extension 300 formed in the same length as the length of the I-shaped steel 200 in the I-shaped steel 200 extending in the longitudinal direction After fixing by welding, the reinforcing means 400 is also I-shaped steel (20) 0) Upright column 202 and the side of the inclined extension 300 to be fixed to the welding portion 400a through the welding work, so the work takes a long time, so the manufacturing process by welding is long, waste manpower and cost In addition, in order to determine the fixed position of the reinforcement means 400, after the separate fixed position display is made directly, the reinforcement means 400 must be fixed by welding to match the display position, so that the fixed position of the reinforcement means 400 is fixed. There was a problem such as very troublesome to determine.
In addition, in order to perform the welding work, manufacturing costs must be made by a professional worker in the manufacturing plant, and manufacturing cost becomes expensive. Thus, the support beam structure with the inclined extension pole is required to be manufactured directly in the manufacturing plant and transported to the construction site. There is a problem that the volume is greatly increased, the conveying work is very difficult, and the manpower and costs required for conveying are excessively consumed.
The present invention is to solve such a conventional problem, the object of the present invention is to extend the span, which is the distance between the pillar and the pillar of the building to increase the utilization efficiency of the building, to reduce the ceiling height of the building As the supporting beam structure used is prefabricated, it is easy to manufacture, and it is easy to transport to the site in this disassembled state, so it is easy to transport, and it can be assembled at the site and safely welded in the deck arranged state. It is possible to provide an installation method of the prefabricated support beam structure and the prefabricated support beam structure by which welding is possible in the installation becomes simple, and the manufacturing manpower and costs are reduced.
Another object of the present invention is to be able to shorten the assembly time of the support beam structure through a simple assembly of the prefabricated support beam structure and prefabricated support beam that can shorten the construction period, as well as reduce the material cost, construction cost and construction period It provides a way to install the structure.
This object of the present invention is formed in the form of the I-shaped steel extending in the longitudinal direction and spaced apart from the ends of the upper and lower horizontal supporting ground, and the assembly portion is fixed to the lower end assembled in the assembly of the horizontal supporting ground of the lower portion of the I-shaped steel And assembled at both ends of the inclined extension bar having an assembling part formed on the upper part of the inclined extension upward, and the assembling part of the upper part of the inclined extension part and the assembling part of the horizontal ground of the upper part of the I-beam to reinforce the inclined extension part. An addition is achieved by the prefabricated support beam structure according to the invention comprising a connecting rod connecting the inclined extension rod and the I-beam.
This object of the present invention, the step of installing the I-shaped steel formed in the assembly portion spaced apart at the end of the horizontal support surface extending in the longitudinal direction, the lower end is assembled to the assembly of the horizontal support ground of the lower portion of the installed I-shaped steel Assembling the inclined extension to the assembly portion of the lower portion of the I-shaped steel to be assembled, both ends are assembled to the assembly of the upper portion of the inclined extension and the assembly of the horizontal ground of the upper portion of the I-shaped steel to reinforce the inclined extension Assembling a connecting rod connecting the inclined extension pole and the I-beam, and installing a deck on the inclined extension pole, and welding the connecting portion of the assembled inclined pole and the I-beam on the deck. It is achieved by a method of installing a prefabricated support beam structure comprising a step.
The prefabricated support beam structure and the method of installing the prefabricated support beam structure according to the present invention will be clearly understood by the embodiments described in detail below with reference to the accompanying drawings.
The method of installing the prefabricated support beam structure and the prefabricated support beam structure according to the present invention can increase the utilization efficiency of the building by extending the span, which is the distance between the pillar and the pillar of the building, which is used to reduce the ceiling height of the building. Since the support beam structure is formed in a prefabricated form, the installation is easy, and the manufacturing process of assembling the support beam structure through the welding work in the manufacturing factory is eliminated, and the welding is performed after assembling in the field, thereby reducing the manpower and the cost. Since the assembly time of the support beam structure can be shortened through a simple assembly, the construction period can be shortened, so that the construction period can be shortened and material costs, construction costs, and construction period can be reduced.
1 is a perspective view of a prefabricated support beam structure according to a first embodiment of the present invention;
2 is a longitudinal cross-sectional view of the assembled support beam structure shown in FIG.
3 is an exploded perspective view of the assembled support beam structure shown in FIG.
4 is a cross-sectional view of the support beam structure according to the second embodiment of the present invention.
5A and 5B are perspective and sectional views of the support beam structure according to the third embodiment of the present invention.
6A and 6B are perspective and cross-sectional views of the assembled support beam structure according to the fourth embodiment of the present invention.
7A and 7B are perspective views of the prefabricated support beam structure according to the fifth and sixth embodiments of the present invention.
8A, 8B and 8C are a perspective view and a longitudinal sectional view of the assembled support beam structure according to the seventh embodiment of the present invention, and a front view of the connecting rod;
9A and 9B are schematic longitudinal cross-sectional views of a top of a conventional building and a cross-sectional view of a conventional support beam structure.
Hereinafter, with reference to the accompanying drawings will be described in more detail the prefabricated support beam structure of the present invention.
Prior to this, the terms used in the specification and claims should not be construed as limited to ordinary or dictionary meanings, and the inventor must design the concept of the term appropriately in order to describe his invention in the best way. It should be interpreted as meaning and concept consistent with the technical idea of the present invention.
Therefore, the embodiment described in the present specification and the constitution shown in the drawings are only the most preferred embodiments of the present invention and do not represent all the technical ideas of the present invention. Therefore, at the time of this application, It is to be understood that equivalents and modifications are possible.
Prefabricated support beam structure (A) according to the first embodiment of the present invention, as shown in Figs. 1 to 3, the I-beam (1) extending in the longitudinal direction, and the lower horizontal of the I-beam (1) It is assembled to the support surface 11, the one end is fixed and the inclined extension (2) extending inclined upwardly, and the upper portion of the inclined extension (2) and the I-shaped steel (1) to reinforce the inclined extension (2) Both ends are assembled to the upper horizontal support surface (12) of the () is formed of a fixed connection (3).
Assembled portions 111 and 121 are formed to be spaced apart from the end portions of the horizontal supporting surfaces 11 and 12 above and below the I-shaped steel 1. In the present embodiment, the assembly parts 111 and 121 are formed in the shape of protruding pins protruding upward, but the present invention is not limited thereto, and other types of assembly parts such as fixing holes or fixing rings may be formed. will be.
The I-shaped steel (1), the lower horizontal supporting surface 11 is formed at a predetermined interval between the assembly portion 111 assembled with the lower end of the inclined extension (2), and the upright in the center of the lower horizontal supporting surface (11) One end of the upright column 13 and the connecting table 3 formed horizontally with the lower horizontal ground surface 11 on the top of the upright column 13 and fixed to support the inclined extension 2 on one side. The upper horizontal ground surface 12 is formed with a plurality of assembly parts 121 at regular intervals so that the additional parts are fixed.
The inclined extension 2 is formed to extend in the lengthwise direction equal to the length of the I-shaped steel 1 and is formed to be bent horizontally at the lower end to be fixed to the lower horizontal support surface 11 of the I-shaped steel 1. A lower fixing part 21, an inclined surface 22 formed to be inclined at a predetermined angle θ upward along the lower fixing part 21, and formed to be horizontally bent at an upper end of the inclined surface 22 to form an I-shaped steel 1 On the upper horizontal support surface 12 of the upper end fixing portion 23 is fixed to the other end of the connecting rod 3 is fixed.
The lower part fixing part 21 of the inclined extension part 2 is fitted with an assembly part 111 formed on the lower horizontal supporting surface 11 so as to be fixed to the lower horizontal supporting surface 11 of the I-shaped steel 1. A corresponding assembly portion 211 is formed.
An upper end fixing part 23 of the inclined extension part 2 is formed with an assembly part 231 assembled with one end of the connection table 3. The assembling parts 211 and 231 are formed in the form of assembling holes that are assembled to correspond to the assembling parts 111 of the I-shaped steel 1 in the present embodiment, but are not limited thereto, and are provided with protruding pins or fixing members. It will be appreciated that rings or other forms of assembly are formed.
Both ends of the connecting rod 3 are fixed to the upper horizontal support surface 12 of the I-beam 1 and the upper fixing portion 23 of the inclined extension 2 to prevent sagging of the inclined extension 2. .
The connecting rod 3 is formed of a reinforcing member or a flat plate and is horizontally bent at the upper and lower ends to form horizontal fixing parts 31 and 32 to be fixed to the I-beam 1 and the inclined extension 2.
The connecting rod 3 has an assembly portion 311 having a shape corresponding to the assembly portion 121 formed on the upper horizontal support surface 12 of the I-shaped steel 1 on the horizontal fixing portion 31 formed at the top thereof. Is formed, the horizontal fixing portion 32 formed at the bottom of the assembly portion of the form corresponding to the assembly portion 231 for assembly with the assembly portion 231 of the upper fixing portion 23 of the inclined extension 2 (2) 321 is formed.
The inclined extension part 2 having one end fixed to the lower horizontal supporting surface 11 of the I-shaped steel 1 has an upper end thereof, and an assembly part 321 of the horizontal fixing part 32 formed at the lower end of the connecting table 3. It is a structure that is assembled to.
In the present embodiment, the assembling parts 311 and 321 of the connecting rod 3 are assembling parts of the assembling part 231 of the inclined extension table 2 and the upper horizontal support surface 12 of the I-shaped steel 1. Although it is formed in the shape of the assembly hole to be assembled to the 121, it is not limited to this, of course, it can be formed to be changed to a shape corresponding to the assembly portion 231 (121).
In this embodiment, the assembly portion 231 of the inclined extension 2 and the assembly portion 321 of the connecting table 3 is coupled to the coupling means 4 consisting of a bolt and a nut.
Thus, after the inclined extension 2 and the connecting 3 are assembled on both sides of the I-shaped steel 1 through the assembling unit, the deck 5 is placed on the upper fixing portion 23 of the inclined extension 2. Since the operator can weld in a comfortable state without the risk of falling while the deck 5 having a stable and large area is installed, the operator can lower the horizontal ground surface 11 of the I-beam 1 and the inclined extension platform ( When the welding portion 6 is formed by comfortably welding the contact portion of the lower fixing portion 21 of 2), the installation of the prefabricated support beam structure A is completed.
Figure 4 shows a prefabricated support beam structure (A) according to a second embodiment of the present invention, the assembly of the I-shaped steel (1), the inclined extension (2), the connecting table (3) in different forms As an assembly hole, assembling parts 111 and 121 are formed on the horizontal supporting surfaces 11 and 12 of the upper and lower parts of the I-shaped steel 1, and assembling holes are formed on the assembling parts 211 and 231 of the inclined extension 2, respectively. The assembling hole is formed on the assembling portions 311 and 321 of the connecting table 3, and the assembling screw 7 is assembled to the assembling hole.
5A and 5B show a prefabricated support beam structure A according to a third embodiment of the present invention, and are shown as assembly parts 111 and 121 on horizontal supporting surfaces 11 and 12 of upper and lower portions of the I-beam 1. An assembling ring is formed, an assembling pin is formed as an assembling portion 211 at the bottom of the inclined extension 2, an assembling hole is formed as an assembling portion 231 at the upper portion, and an assembling portion 311 of the connecting table 3. Furnace assembly pins are formed, and the assembly unit 321 is formed in the assembly hole, the connection of the upper fixing portion 23 of the inclined extension 2 and the horizontal fixing portion 32 of the lower portion of the connecting table 3 is assembled 231 and the assembly portion 321 is connected and assembled by a coupling means (4) consisting of bolts and nuts.
6A and 6B illustrate a prefabricated support beam structure A according to a fourth embodiment of the present invention.
An inclined extension table 2 and a connecting table 3, each of which has assembled parts 211 and 311 assembled at the ends of the upper and lower horizontal supporting surfaces 11 and 12 of the I-beam 1, are proposed. The connection between the upper fixing part 23 of the upper part 23 and the horizontal fixing part 32 of the lower part of the connecting rod 3 allows the assembly part 321 formed on the horizontal fixing part 32 to surround the upper fixing part 23. The assembled form is proposed. The assembly parts 211, 311 and 321 are formed in the shape of a bite that bites another part.
The assembly part 211 is formed to be spaced apart at regular intervals along the longitudinal direction of the inclined extension 2 so as to bite the horizontal support surface 11 of the lower end of the I-shaped steel (1) and the upper end of the I-shaped steel (1) The horizontal support surface 12 of the connecting portion 3, the assembly portion 311 of the upper portion is fixed to the bit, the upper fixing portion 23 of the inclined extension 2 is the horizontal fixing portion 32 of the connecting rod (3) Assembled portion 321 formed on the top is assembled in a form surrounding the fixing portion (23).
Figure 7a is shown a prefabricated support beam structure (A) according to a fifth embodiment of the present invention,
Through-holes 1111 and 1211 are formed on the assembly portions 111 and 121 of the horizontal supporting surfaces 11 and 12 of the I-shaped steel 1 so that the wires 112 are fixed to be penetrated. The assembly part 211 of the lower horizontal support surface 11 is fitted to be fixed to the lower horizontal support surface 11, and an assembly part 211 is formed to be fixed by the wire 112. An assembly part 231 is formed in which the lower assembly part 321 is assembled by a coupling means 4 made of a bolt and a nut, and the connecting rod 3 is formed on an upper horizontal supporting surface of the I-shaped steel 1. 12, the assembly portion 121 is inserted into the assembly portion 311 which is fixed by the wire 112 is formed and assembled.
FIG. 7B illustrates a prefabricated support beam structure A according to the sixth embodiment of the present invention.
Bending pin-shaped assembly portions 111 and 121 are bent on the horizontal supporting surfaces 11 and 12 of the I-beam 1, and the inclined extension 2 is formed on the lower horizontal supporting ground ( 11, the assembly part 211 of the assembly tube shape corresponding to the assembly part 111 is formed so that the assembly part 111 of the assembly part 111 is fitted, and the lower assembly part 321 of the connecting table 3 is bolted to the upper part. The assembly portion 231 is assembled by a coupling means 4 made of a nut, and the connecting rod 3 has an assembly portion 121 of the upper horizontal support surface 12 of the I-shaped steel 1 formed thereon. The assembly part 311 having an assembly tube shape corresponding to the assembly part 121 is formed to be fitted and fixed.
8A, 8B and 8C are a perspective view, a longitudinal sectional view, and a front view of a connecting beam assembly of a prefabricated support beam structure according to a seventh embodiment of the present invention, and the assembling portion 111 of the lower horizontal supporting surface 11 of the I-shaped steel 1; The assembly part 211 of the lower end fixing part 21 of the inclined extension part 2 is assembled, and the assembly part 231 is formed on the upper end fixing part 23 of the inclination extension part 2. In addition, the connecting rod (3) is an assembly of the bent shape of the horizontal fixing portion 31 formed on the upper end is extended to the horizontal supporting surface 12 opposite to the upper horizontal supporting surface 12 of the I-shaped steel (1) ( 311 is formed, and the fixing portion 32 formed at the lower end of the connecting table 3 is attached to the assembling portion 231 for assembling with the assembling portion 231 of the upper fixing portion 23 of the inclined extension 2. Corrugated assembly 321 of a corresponding shape is formed. Therefore, in the present embodiment, after the inclined extension rod 2 is fixed to the I-shaped steel 1 and welded, it is an invention of the manuscript which can collect and recycle the upper connecting rod 3, as compared with the previous embodiment. It will be called an invention with an advanced configuration.
Although various forms of assembly parts have been proposed in the present invention, the present invention is not limited thereto, and various forms of modifications may be proposed without departing from the spirit of the present invention, which will also be included in the scope of the present invention.
Since the method of installing the prefabricated support beam structure and the prefabricated support beam structure according to the present invention can be repeatedly performed by the same method in a general support beam manufacturing plant, it will be said that the invention has industrial applicability.
1. I-beam 2. Slant extension 3. Connecting rod
4. Joining means 5. Deck 6. Weldment
7. Mounting screw 11. Lower horizontal ground 12. Upper horizontal ground
21. Lower fixation 22. Slope 23. Upper fixation
31. Horizontal fixation 32. Horizontal fixation 111. Assembly
121. Assembly
An I-shaped steel extending in the longitudinal direction and having an assembly portion spaced apart from an end portion of the horizontal support surface above and below,
An inclined extension rod having an assembly portion formed at an upper portion of the horizontal support surface of the lower portion of the I-shaped steel, the lower portion being assembled to be assembled and being inclined upwardly;
An assembly unit formed at both ends of the assembly unit of the upper portion of the inclined extension unit and the horizontal supporting surface of the upper portion of the I-shaped steel to reinforce the inclined extension unit and includes a connecting unit connecting the inclined extension unit and the I-shaped steel,
The assembly portion of the prefabricated support beam structure, characterized in that selected from the protruding pins, fixing holes, fixing rings, bites, bending pins or assembly tubes.
The support pin structure, characterized in that the through-hole is formed in the protruding pin of the assembly portion and the wire is inserted and fixed
One end of the connecting rod is fixed to the upper horizontal supporting ground of the I-beam and the other end of the support beam structure, characterized in that detachably fixed to the upper fixing portion of the inclined extension
KR1020100095403A 2010-09-30 2010-09-30 A self assembly support beam structures and self assembly support beam structures installing method KR101233931B1 (en)
KR1020100095403A KR101233931B1 (en) 2010-09-30 2010-09-30 A self assembly support beam structures and self assembly support beam structures installing method
US13/233,274 US8813445B2 (en) 2010-09-30 2011-09-15 Support beam structure capable of extending span and reducing height of ceiling structure and installing method thereof
CN201110298458.6A CN102444204B (en) 2010-09-30 2011-09-28 Support beam structure capable of extending span and reducing height of ceiling structure and installing method thereof
SG2011070794A SG179393A1 (en) 2010-09-30 2011-09-29 Support beam structure capable of extending span and reducing height of ceiling structure and installing method thereof
US14/334,460 US20140325937A1 (en) 2010-09-30 2014-07-17 Support beam structure capable of extending span and reducing height of ceiling structure and installing method thereof
KR20120033721A KR20120033721A (en) 2012-04-09
KR101233931B1 true KR101233931B1 (en) 2013-02-15
ID=45888624
US (2) US8813445B2 (en)
KR (1) KR101233931B1 (en)
CN (1) CN102444204B (en)
SG (1) SG179393A1 (en)
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2010-09-30 KR KR1020100095403A patent/KR101233931B1/en active IP Right Grant
2011-09-15 US US13/233,274 patent/US8813445B2/en not_active Expired - Fee Related
2011-09-28 CN CN201110298458.6A patent/CN102444204B/en active IP Right Grant
2011-09-29 SG SG2011070794A patent/SG179393A1/en unknown
2014-07-17 US US14/334,460 patent/US20140325937A1/en not_active Abandoned
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