METHOD OF CONSTRUCTING A RIGID STRUCTURE UPON THE BOTTOM OF A BODY OF WATER AS WELL AS LOST CASING FOR PERFORMING SAID METHOD

Abstract: A method and casing (1) for constructing a rigid structure upon the bottom of the water. The casing to be used is a lost pillar casing of particular shape. It is larger at the bottom than at a higher level and preferably has been composed of flat plates into a polygonal cross sectional shape with similarity to a multiple sided pyramid. It can be combined with wall casings slit into recesses of the pillar casings. Concrete is filled into the double walls and the interior of the pillar casings or between casings is filled with bulk stoney material.

Description: Method of constructing a rigid structure upon the bottom of a body of water as well as lost casing for performing said method. The- invention relates to a method of constructing a rigid structure upon the bottom of a body of water, such as a platform, a jetty, a pier, a: column, σr the like, by making use of a hollow casing open at top and bottom^ which casing is placed upon the bottom of the water with its top extending above water level, is lowered into the said bottom by removing material from the bottom area surrounded by the lower edge of the casing after the casing being placed upon said bottom and is used to construct the rigid load supporting structure by making use of a filling, and/or hardening material inside the casing. Methods of this type are well known. It is for example known to place a casing of cylindrical or other cross section upon the bottom of the water, to remove soil from the bottom of the water, in particular in the area. adjacent to the lower edge of the casing to enable said casing to move downwardly into the soil. According to one known method the casing is filled with sand or stones. According to another known method the space inside the casing is drained and, in the now free space a concrete structure is made. After the completion the casing is removed. According to another known method a sliding mold is used inside the casing, and a tubular support is made with the aid of underwater concre¬ te. Said known methods are complicated and have to be adapted to the local conditions. Purpose of the invention is to provide a method by means of which under a . great variety of circumstances civil engineering structures, in particular in water of varying depths and varying bottom circumstances, can be manufactured with the aid of standard elements which can .be applied alone or in varying number. According to the invention this purpose in the first place is achieved in that a double• walled casing is used having a top which is smaller than the base the inner and outer wall of which defining a hollow space which is open at the top and closed at the bottom in manner forming a sharp lower edge, placing reinforcing rods inside sai hollow space and pouring concrete or the like hardening material int said hollow space after its positioning upon the bottom of the water Such a casing has a relatively light weight but sufficient to form closure and connection with the bottom of the body of water. I necessary part of the hollow space is already filled inside the doubl wall with the concrete to overcome floating. If necessary the materia of the water bottom is excavated by means of cutting tools and/o suction inside the space surrounded by the lower edge of the casing, s that the casing by its own weight penetrates into said bottom to th desired degree to obtain proper foundation. After filling the hollo space of the double-wall of the casing with a hardening material, such concrete, a heavy and strong structure is obtained. The casing remain in place and functions as lost casing which provides for a finishe outerside. If in the course of time corrosion would occur this would no effect the strength of the structure because inside the casing reinforced concrete body is formed. This support structure can be use alone or in combination with in principle identical structures placed a a distance from each other and interconnected by bridging elements plates or the like. Said structures can function as columns supporting platform. In case a jetty or pier or the like has to be manufactured thi according to the invention can be done in that a plurality of casings i placed upon the bottom of the water at a predetermined distance fro each other, a double walled hollow wall is placed between adjacen casings after said casings have reached their final position upon and/o within the bottom of the water and prior to completely filling sai casings with concrete or the like, said wall having a sharp lower edg as well, which wall has substantially the same height from water botto to the top as the casings and a length corresponding to the distanc between opposite walls of adjacent casings, said casing walls afte placement of the casing and walls are cut open at the location of th hollow space of the double-wall, reinforcing rods are placed from th inside of the hollow double-wall into the hollow space of the casing and concrete or the like is poured into the hollow spaces of casings an wall. Also a double walled bridging element can be placed between oppo¬ site casings, the walls of the casings in that case might be cut away in the same way as the hollow walls are installed. These elements do not necessarily have a sharp lower edge nor do they necessarily extend to the water bottom. According to said method the casings which provide for column portions of the jetty become interconnected by the wall portions which extend from one casing to another casing and by the bridging section which extend across the pier from one casing to another and which also functions as a lost casing for the concrete filling which concrete filling becomes is integral with the concrete filling of the hollow space of the column forming casings. According to the invention it can be advantageous if prior to the complete filling of the hollow space of the double wall and/or the casings with hardening material, the inner space of the casings defined by the inner wall of the casings is filled with filling material. This means that after placing a casing and completing its penetration into the soil of the bottom of the body of water the hollow inner space defined by the inner wall of the double-walled casing is filled with some kind of filling material such as sand, gravel, stones and this can be done with or without binding material. This not only gives stability to the casing but increases its accessibility. This becomes more clear if in accordance with the invention prior to the filling the hollow spaces of casing and double-wall with hardening material, the space between spaced apart walls and casings is filled with filling material. The filling material inside the casings and between walls that extend from one casing to another forms a surface of sufficient strength for the operation of devices necessary for the supply of the reinforcing rods and for the supply of the concrete. In particular in case lost wall casings are used of predetermined length the precise positioning of one casing with respect to the other forms a first condition. According to the invention this can be achieved in that after placing one casing the next one is connected with the previous one by means of a parallelogram guiding system, comprising two parallel beams having their ends connected with the side walls of the already placed casing and the casing to be placed by means of joints with at least horizontal pivot axes. The parallel guiding system together with the pivotability of the parallel arms about horizontal axis takes care that a new casing by means of a hoisting device can be picked up from a supporting surface, such as the deck of a vessel, can be lifted lower- ed and then will reach the precise position, which means precise distance with respect to the casing which has already been placed. This new casing also has to be dug into the soil and due to the parallel guide system it is ensured that the parallel position of the vertical axis of one casing with respect to the next casing is not disturbed. After the positioning of said next casing and preferably after having filled the interior with stones or the like the rods of the parallel guide system are removed and instead of said rods the lost wall casing is placed which casing can be connected with the casing of a column. Usually it will be sufficient to make a slot in the outer wall of the column casing, extend reinforcing rods through said slot and pour concrete in the lost casings for column and interconnecting wall. In this manner a supporting structure, such as a jetty, can be manufactured in a simple and precise manner and within a relatively short time. A unitary concrete structure is obtained coated by the metal of the lost casings upon which a platform deck or the like can be mounted.. The invention also deals with a casing for performing the method according to the invention which casing according to the invention has a conical shape at least in its lower portion with a largest width at the lower edge. Preferably said casing throughout its height has a polygonal cross section. The conical shape provides for an excellent transfer of load upon the soil. The polygonal shape which preferably is octagonal provi¬ des ridigity for the casing when it is still empty and for the concrete structure after completion of the work. Moreover a polygonal conical shape composed of flat plates welded together at their edges is much easier to manufacture than a conical shape which has to be manufactured from curved plates. According to the invention the casing at least at one side has been provided with a channel-shaped recess having its central plane in a vertical plane through the vertical axis of the casing, the width of said channel corresponding to the width of a wall which has to be connected to the casing. This channel-sha ed recess facilitates the assembly of the conical casings with the lost wall casing. Preferably the casing has two channel-shaped recesses in different side wall portions, e.g. opposite wall portions. The preferred embodiment of the casing is a casing having at least the casing which has a lower section of polygonal cross section and a base which is larger than the top of said section, and on top of said section a further polygonal section having side walls substantially parallel to the vertical axis of the casing. It will be understood that if necessary preparation of the soil of the bottom of water can take place in a known manner prior to lowering a casing. Removal of soil from the inside of a casing also can take place according to a known method usually with devices which cut the soil and suck away a mixture of water and soil. The invention now will be further elucidated with reference to the drawings in which: Fig. 1 is a perspective view from underneath of a casing to be used with the method according to the invention: Fig. 2 is a view from below against the underside of the casing shown in Fig. 1; Fig. 3 is a top view of the casing shown in Fig. *1 and 2. Fig. 4 is a longitudinal cross section through the lower part of the casing shown in Fig. 1. Fig. 5 is a top view of Fig. 4. Fig. 6 serves to illustrate the preferred method of placing casings, at a proper distance with respect to each other. Fig. 7 is a plan view of the jetty construction obtained by apply¬ ing the methods according to the invention. Fig. 8 is a plan view of the jetty of Fig. 7 to which has been added the top surface structure. Fig. 9 is a cross section according to the line IX-IX of Fig. 8. Fig. 10 is a cross section according to the line X-X of Fig. 8. Figures 1,2,3 incl. show a casing for use in civil engineering structures which casing comprises a lower upwardly tapering portion 1 provided at the top with an upper portion 2 of constant cross section. Both portions 1 and 2 have a double wall formed by an outer casing 3 and an inner casing 4 which at the lower end are interconnected by a conical casing 5 such that a sharp lower edge is formed as shown at 5'. The outer casing 3 and the inner casing 4 of the lower portion 1 are compos- ed of flat plates from sheet metal welded together. The same holds true for the upper portion 2 and for the connecting casing 5. As shown in the drawings the cross section is polygonal, in parti¬ cular octagonal. The hollow inner space 6 between the outer casing 3 and 5, • the inner casing 4 as well as between the outer casing and inner casing of the upper portion 2 provide space for the insertion of concrete rein¬ forcing rods in general indicated with the reference 12. Spacers 11 can be provided where necessary between the inner and outer casing. If necessary on top of the upper portion 2 further identical upper lJX portions can be placed and/or a top portion which tapers upwardly and outwardly. The inner space 7 of the casing can be filled with suitable filling material such as a mixture of cement/water (302) and various sizes of stones (702). Indeally this should be a mixture of soil and lime/water 15 (302) and stones reduce costs. As shown in figures 1,2, 3 incl. two opposite side walls of the casing shown can be provided with channel-shaped recesses 8, purpose of which will be described later. Figure 7 shows a number of casings 1, 2 of which the casings 13, 14 f 15 and 16, 17, 18 resp. are placed according to parallel lines whereas the other casings are placed according to a polygonal to form a pier and a pier head or jetty. After positioning the casings and preferably after filling the inner spaces 7 with stony material wall casings 20 are placed each wall casing being formed by a hollow wall 20 with an outer 5 plate 21 and an inner plate 22 (vide figure 9) and a bottom plate 23 forming a sharp edge 24. Said hollow wall casings can be placed inside the channel-shaped recesses 8 of the already placed casings and after said positioning of the wall casings 20 the bottoms 8' of the recesses are cut away. Reinforcing rods are subsequently placed inside the wall D " casings and through the gap formed by taking away the bottoms 8'. If subsequently concrete is poured into the hollow space 6 of the casing and the hollow space 25 of a wall casing, an integral wall will be obtained formed by a sequence of columns and interconnecting walls all coated by the metal plates of the lost casings 1, 2 and 20 5 respectively. On top of this structure bridging elements 26,27,28 and 29 can be placed. The space defined by the sequence of walls and columns as shown in the plan view of Figure 7 can then be filled with filling material as indicated at 30. This can take place prior to the pouring of concrete into the lost casings, but also can be done afterwards. According to the invention it is preferred to do it prior to the pouring of the concrete to obtain a surface which provides for access to the casings. Upon the structure obtained with the method according to the invention and as shown in Figure 7 then a top platform can be arranged and further top structures with a staircase as shown at 34 and a platform plate 31. Figure 6 discloses the method according to the invention for positioning a casing 1 in proper distance with respect to an already placed casing. Figure 6 shows a casing 1 which already has been placed and a casing 1' which has to be placed. The two casings are interconnected by means of a parallel guide system formed by an upper beam 32, a lower beam 33 and interconnecting rods 35. The two beams 32, 33 have a pivot connection 36 with the casings 1 and 1' respectively which pivot connection has at least a horizontal pivot axis. This means that the casing 1' can be swung upwardly and downwardly and laterally in case a vertical pivot axis would be used as well. After lowering upon the water bottom 37 the casing will be at the proper distance from casing 1. After proper positioning of two casings with respect to each other and filling with stones and/or concrete the arms 32, 33 are removed and if so required a wall casing is placed between the casings 1 and 1'.

Claims: CLAIMS 1. Method of constructing a rigid structure upon the bottom of a body of water, such as a platform, a jetty, a pier, a column or the 5 like, by making use of a hollow casing open at top and bottom, which casing is placed upon the bottom of the water with its top extending above water level, is lowered into the said bottom by removing material from the bottom area surrounded by the lower edge of the casing after the casing being placed upon said bottom and is used to construct the lTD rigid load supporting structure by making use of a filling, and/or hardening material inside the casing, characterized in that a double walled casing is used having a top which is smaller than the base, the inner and outer wall of which defining a hollow space which is open at the top and closed at the bottom in a manner forming a sharp lower edge, 15 placing reinforcing rods inside said hollow space and pouring concrete or the like hardening material into said hollow space after its positioning upon the bottom of the water. 2. Method as claimed in claim 1 characterized in that prior to 20 lowering a casing upon the bottom of the water part of the hollow space inside the double wall is filled with said concrete. 3. Method as claimed in claim 1 or 2, characterized in that a plurality of casings is placed upon the bottom of the water at a 25 predetermined distance from each other, a double walled hollow wall is placed between adjacent casings after said casings have reached their final position upon and/or within the- bottom of the water and prior to completely filling said casings with concrete or the like, said wall having a sharp lower edge as well, which wall has substantially the same 30 height from water bottom to the top as the casings and a length corresponding to the distance between opposite walls of adjacent casings, said casing walls after placement of the casings and walls are cut open at the location of the hollow space of the double-wall, reinforcing rods are placed from the inside of the hollow double-wall 35 into the hollow space of the casings and concrete or the like is poured into the hollow spaces of casings and wall. 4. Method as claimed in claim 1, 2 or 3, characterized in that prior to the complete filling of the hollow spaces of the double-wall and/or the casing with hardening material, the inner space of the casings defined by the inner wall of the casings is filled with filling \ 5 material. 5. Method as claimed in claim 3 or 4, characterized in that prior to filling the hollow spaces of casings and double-wall with hardening material, the space between spaced apart walls and casings is filled 10 with-, filling material. 6. Method of placing a sequence of casings to perform the methods of claim 1 to 4 or 5, characterized in that after placing one casing the next one is connected with the previous one by means of a parallelogram 15 guiding system, comprising two parallel beams having their ends connected with the side walls of the already placed casing and the casing to be placed by means of joints with at least horizontal pivot axes. 7. Method as claimed in one or more of the preceding claims, 20 characterized in that between opposite casings a double walled bridging element is placed as lost casing. 8. Casing for performing the methods of one or more of the preced ¬ ing claims, characterized in that the casing has a conical shape at 2f least in its lower portion with the largest width at the lower edge. 9. Casing as claimed in claim 8, characterized in that the casing throughout its height has a polygonal cross section. 30 10. Casing as claimed in claim 8 or 9, characterized in that the casing at least at one side has been provided with a channel-shaped recess having its central plane in a vertical plane through the vertical axis of the casing, the width of said channel corresponding to the width of a wall which has to be connected to the casing. 35 11. Casing as claimed in claim 10, characterized in that the casing has two channel-shaped recesses in different side wall portions. 12. Casing as claimed in claim 8,9,10 or 11, characterized in that the casing has a lower section of polygonal cross section and a base which is larger than the top of said section, and on top of said section a further polygonal section having side walls substantially parallel to the vertical axis of the casing.

Inventors: MASSOUDI AHMAD, MASSOUDI, AHMAD
Applicants: DARYA PAYE JETTY CO LTD, MASSOUDI AHMAD, DARYA PAYE JETTY CO., LTD., MASSOUDI, AHMAD
Application year: 1986
Main classification: E02B3
IPC codes: E02B3, E02B17, E02D27, E02D29