CN219826288U - Concrete structure column cushion cap consolidates supplementary integrated configuration - Google Patents
Concrete structure column cushion cap consolidates supplementary integrated configuration Download PDFInfo
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- CN219826288U CN219826288U CN202321121264.3U CN202321121264U CN219826288U CN 219826288 U CN219826288 U CN 219826288U CN 202321121264 U CN202321121264 U CN 202321121264U CN 219826288 U CN219826288 U CN 219826288U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 124
- 239000010959 steel Substances 0.000 claims abstract description 124
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 18
- 230000002787 reinforcement Effects 0.000 claims description 11
- 238000010276 construction Methods 0.000 abstract description 13
- 230000009466 transformation Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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Abstract
The utility model relates to a reinforcing auxiliary combined structure of a concrete structure column bearing platform, which comprises the following components: the steel pipe diagonal bracing assembly comprises a plurality of diagonal bracing steel pipes, the diagonal bracing steel pipes are obliquely arranged at the top of the concrete bottom plate, the plurality of diagonal bracing steel pipes uniformly surround the outer side of the concrete structural column, the top of each diagonal bracing steel pipe is connected with the concrete beam column structure through the top of each diagonal bracing column, the bottom of each diagonal bracing steel pipe is connected with the concrete bottom plate through a diagonal bracing column foot, the middle parts of the adjacent diagonal bracing steel pipes are connected with transverse steel pipes, and the horizontal steel pipes are connected between each diagonal bracing steel pipe and the concrete structural column; the steel pipe erects and props the subassembly, and the steel pipe erects and prop the subassembly and prop the steel pipe including a plurality of groups and prop the steel pipe with the concrete beam column structural connection, erects and prop the steel pipe bottom and prop the column foot through erectting and be connected with concrete bottom plate, erects and prop the middle part and the upper portion of propping the steel pipe of bracing both sides and all be connected with between the upper portion of propping the steel pipe erects and prop the crossbeam. The utility model has high stress safety; effectively improves the construction efficiency, shortens the construction period and has good green and environment-friendly performance.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to a reinforcing auxiliary combined structure of a concrete structure column bearing platform.
Background
At present, the construction industry in China is in a new building and old building reinforcement transformation and in a new stage, and is in forward transition in a third stage mainly comprising the old building reinforcement transformation. In the existing building reinforcement and transformation, the concrete structure occupies a larger proportion. The pile cap reinforcement is a great difficulty in the building technology industry, and the traditional pile cap reinforcement construction technology has the characteristics of great technical difficulty, long construction period and high economic cost, and provides an economic and safe concrete structure pile cap reinforcement auxiliary combined structure which is simple to operate and has very important significance.
Disclosure of Invention
The utility model aims to solve the defects in the prior art and provides a reinforcing auxiliary combined structure for a concrete structure column bearing platform.
The utility model adopts the following technical scheme to realize the aim: an auxiliary combination structure for reinforcing a concrete structure column cap, comprising:
the steel pipe diagonal bracing assembly comprises a plurality of diagonal bracing steel pipes, the diagonal bracing steel pipes are obliquely arranged at the top of the concrete bottom plate, the diagonal bracing steel pipes uniformly surround the outer side of the concrete structural column, the top of each diagonal bracing steel pipe is connected with the concrete beam column structure through the top of each diagonal bracing column, the bottom of each diagonal bracing steel pipe is connected with the concrete bottom plate through a diagonal bracing column foot, the middle parts of the adjacent diagonal bracing steel pipes are connected with transverse steel pipes, horizontal steel pipes are connected between the diagonal bracing steel pipes and the concrete structural column, and the horizontal steel pipes are connected with the concrete structural column through end plates;
the steel pipe erects and props the subassembly, and the steel pipe erects and prop the subassembly and prop the steel pipe including a plurality of groups, and every group erects and prop the steel pipe and be located the bracing steel pipe both sides, erects and prop steel pipe top and concrete beam column structural connection, erects and prop steel pipe bottom and prop the column foot through erectting and be connected with concrete bottom plate, erects and prop the middle part and the upper portion of propping the steel pipe both sides and all be connected with between the upper portion of erectting and prop the steel pipe of bracing both sides and prop the crossbeam, erects on upper portion and prop the crossbeam and be connected with concrete structure beam bottom.
Further, the diagonal bracing column foot comprises a concrete cushion layer, the concrete cushion layer is arranged at the top of the concrete bottom plate, the top of the concrete cushion layer is connected with a diagonal bracing column foot bottom plate, the diagonal bracing column foot bottom plate is connected with the bottom of the diagonal bracing steel pipe in a welded mode, the diagonal bracing column foot bottom plate is connected with the concrete cushion layer through a plurality of diagonal bracing column foot bolts, a plurality of diagonal bracing column foot rib plates are connected at the top of the diagonal bracing column foot bottom plate, and the diagonal bracing column foot rib plates are connected with the side faces of the diagonal bracing steel pipe.
Further, the diagonal bracing column top comprises an L-shaped steel plate, the L-shaped steel plate is welded with the top of the diagonal bracing steel pipe, and the L-shaped steel plate is respectively connected with the bottom of the concrete structure beam and the side face of the concrete structure column through a plurality of diagonal bracing column top bolts.
Further, the vertical supporting column foot comprises a vertical supporting column foot bottom plate, the vertical supporting column foot bottom plate is welded with the bottom of the vertical supporting steel pipe, the vertical supporting column foot bottom plate is located at the top of the concrete bottom plate and is connected with the concrete bottom plate through a plurality of vertical supporting column foot bolts, a plurality of vertical supporting column foot rib plates are connected to the top of the vertical supporting column foot bottom plate, and the vertical supporting column foot rib plates are connected with the side faces of the vertical supporting steel pipe.
Furthermore, the vertical supporting beam is of an I-steel structure.
Further, the heights of the transverse steel pipes and the horizontal steel pipes are consistent.
The beneficial effects of the utility model are as follows: the utility model effectively shares the load from the upper structure during the reinforcement construction of the column bearing platform, and ensures the stress safety of the structure during the reinforcement construction of the column bearing platform; the auxiliary structure for reinforcing the finalized column bearing platform is convenient to install, the efficiency of reinforcing the column bearing platform can be effectively improved, and the construction period is shortened; the auxiliary structure for reinforcing the column bearing platform has the advantages of being capable of being recycled, achieving the repeated utilization of the auxiliary structure for reinforcing the finalized column bearing platform, reducing consumption of various resources such as steel materials, and having good green and environment-friendly performance.
Drawings
FIG. 1 is a plan view of the present utility model;
FIG. 2 is a cross-sectional view of A-A of FIG. 1;
FIG. 3 is a cross-sectional view of B-B of FIG. 1;
FIG. 4 is a schematic structural view of a steel pipe vertical bracing assembly;
FIG. 5 is an enlarged view at C in FIG. 2;
FIG. 6 is an enlarged view of FIG. 3 at D;
FIG. 7 is an enlarged view at E in FIG. 4;
in the figure: 1-a steel pipe diagonal bracing assembly; 2-concrete beam column structure; 3-a steel pipe vertical support assembly; 4-a concrete bottom plate; 5-a bearing platform to be reinforced; 11-bracing a steel pipe; 12-transverse steel pipes; 13-horizontal steel pipes; 131-end plates; 14-diagonal bracing column feet; 141-diagonal strut column foot rib plates; 142-diagonal bracing column foot bottom plate; 143-a diagonal strut leg bolt; 144-concrete cushion; 15-bracing column tops; 151-L-shaped steel plate; 152-diagonal bracing post roof bolts; 21-concrete structural columns; 22-concrete structural beams; 31-vertically supporting a steel pipe; 32-vertical strut feet; 321-vertical strut foot bottom plates; 322-vertical strut foot rib; 323-vertical support stud bolts; 33-vertical bracing beams;
the drawings in the present utility model are schematic, and their sizes do not represent actual dimensions;
the embodiments of the present utility model will be described in detail below with reference to the accompanying drawings.
Detailed Description
The utility model is further illustrated by the following examples in conjunction with the accompanying drawings:
as shown in fig. 1 to 7, a concrete structure column cap reinforcing auxiliary combination structure includes:
the steel pipe diagonal bracing assembly 1, the steel pipe diagonal bracing assembly 1 comprises a plurality of diagonal bracing steel pipes 11, the diagonal bracing steel pipes 11 are obliquely arranged at the top of the concrete bottom plate 4, the plurality of diagonal bracing steel pipes 11 evenly surround the outer side of the concrete structural column 21, the top of the diagonal bracing steel pipes 11 is connected with the concrete beam column structure 2 through diagonal bracing column tops 15, the bottoms of the diagonal bracing steel pipes 11 are connected with the concrete bottom plate 4 through diagonal bracing column feet 14, the middle parts of the adjacent diagonal bracing steel pipes 11 are connected with transverse steel pipes 12, the transverse steel pipes 12 can improve the stress stability of the diagonal bracing steel pipes 11 and the overall stress performance of the steel pipe diagonal bracing assembly 1, a horizontal steel pipe 13 is connected between the diagonal bracing steel pipes 11 and the concrete structural column 21, the transverse steel pipes 12 and the horizontal steel pipes 13 are in high consistency, and the horizontal steel pipes 13 are connected with the concrete structural column 21 through end plates 131;
the steel pipe erects and props subassembly 3, the steel pipe erects and prop the subassembly 3 and prop the steel pipe 31 including a plurality of groups, and every group erects and prop the steel pipe 31 and be located bracing steel pipe 11 both sides, erects and prop the steel pipe 31 top and be connected with concrete beam column structure 2, erects and prop the steel pipe 31 bottom and be connected with concrete floor 4 through erectting prop foot 32, erects and prop the middle part and the upper portion of propping the steel pipe 31 of both sides and all be connected with erects and prop crossbeam 33, erects and prop crossbeam 33 and be connected with concrete structure roof beam 22 bottom on upper portion, erects and prop crossbeam 33 and be the I-steel structure. The upper vertical supporting beam 33 transmits the load transmitted by the upper structure through the concrete structural beam 22 to the two vertical supporting steel pipes 31, and the middle vertical supporting beam 33 ensures the stress stability of the two vertical supporting steel pipes 31.
The diagonal brace column foot 14 comprises a concrete cushion 144, the concrete cushion 144 is poured on the concrete bottom plate 4 and is in a quadrangular frustum shape, the top of the concrete cushion 144 is connected with a diagonal brace column foot bottom plate 142, the diagonal brace column foot bottom plate 142 is welded with the bottom of the diagonal brace steel pipe 11, the diagonal brace column foot bottom plate 142 is connected with the concrete cushion 144 through a plurality of diagonal brace column foot bolts 143, the top of the diagonal brace column foot bottom plate 142 is connected with a plurality of diagonal brace column foot rib plates 141, and the diagonal brace column foot rib plates 141 are connected with the side surfaces of the diagonal brace steel pipe 11. The diagonal brace column top 15 comprises an L-shaped steel plate 151, the L-shaped steel plate 151 is welded with the top of the diagonal brace steel pipe 11, and the L-shaped steel plate 151 is respectively connected with the bottom of the concrete structure beam 22 and the side face of the concrete structure column 21 through a plurality of diagonal brace column top bolts 152. The vertical supporting column feet 32 comprise vertical supporting column foot bottom plates 321, the vertical supporting column foot bottom plates 321 are welded with the bottoms of the vertical supporting steel pipes 31, the vertical supporting column foot bottom plates 321 are located at the tops of the concrete bottom plates 4, the vertical supporting column foot bottom plates 321 are connected with the concrete bottom plates 4 through a plurality of vertical supporting column foot bolts 323, a plurality of vertical supporting column foot rib plates 322 are connected to the tops of the vertical supporting column foot bottom plates 321, and the vertical supporting column foot rib plates 322 are connected with the side faces of the vertical supporting steel pipes 31.
After the construction of the concrete structure column bearing platform reinforcing auxiliary combined structure is completed, the concrete bottom plate 4 at the bearing platform can be broken and the reinforcing construction of the bearing platform 5 to be reinforced can be carried out, when the reinforcing construction of the bearing platform 5 to be reinforced is carried out, the concrete structure column bearing platform reinforcing auxiliary combined structure bears the load transferred from the upper concrete structure, after the reinforcing construction is completed, the repairing work of the concrete bottom plate 4 is carried out, after the concrete strength of the concrete bottom plate 4 meets the requirement, the concrete structure column bearing platform reinforcing auxiliary combined structure can be removed, and the bearing platform reinforcing construction is completed.
While the utility model has been described above with reference to the accompanying drawings, it will be apparent that the utility model is not limited to the above embodiments, but is intended to cover various modifications, either made by the method concepts and technical solutions of the utility model, or applied directly to other applications without modification, within the scope of the utility model.
Claims (6)
1. The utility model provides a concrete structure post cushion cap consolidates supplementary integrated configuration which characterized in that includes:
the steel pipe diagonal bracing assembly (1), steel pipe diagonal bracing assembly (1) includes a plurality of diagonal bracing steel pipes (11), diagonal bracing steel pipes (11) slope sets up in concrete bottom plate (4) top, a plurality of diagonal bracing steel pipes (11) evenly surround in concrete structure post (21) outside, diagonal bracing steel pipe (11) top is connected with concrete beam column structure (2) through diagonal bracing post top (15), diagonal bracing steel pipe (11) bottom is connected with concrete bottom plate (4) through diagonal bracing post foot (14), adjacent diagonal bracing steel pipe (11) middle part is connected with horizontal steel pipe (12), be connected with horizontal steel pipe (13) between diagonal bracing steel pipe (11) and the concrete structure post (21), horizontal steel pipe (13) are connected through end plate (131) with concrete structure post (21);
the steel pipe erects and props subassembly (3), steel pipe erects and prop subassembly (3) including a plurality of groups and prop steel pipe (31), every group erects and prop steel pipe (31) and be located bracing steel pipe (11) both sides, erects and prop steel pipe (31) top and be connected with concrete beam column structure (2), erects and prop steel pipe (31) bottom and be connected with concrete floor (4) through erectting prop leg (32), erects and prop steel pipe (31) both sides middle part and upper portion between all be connected with erectly prop crossbeam (33), erects on upper portion prop crossbeam (33) and be connected with concrete structure roof beam (22) bottom.
2. The concrete structure column cap reinforcement auxiliary combination structure according to claim 1, wherein the diagonal brace column base (14) comprises a concrete cushion layer (144), the concrete cushion layer (144) is located at the top of the concrete bottom plate (4), the top of the concrete cushion layer (144) is connected with a diagonal brace column base plate (142), the diagonal brace column base plate (142) is welded with the bottom of the diagonal brace steel pipe (11), the diagonal brace column base plate (142) is connected with the concrete cushion layer (144) through a plurality of diagonal brace column base bolts (143), a plurality of diagonal brace column base rib plates (141) are connected at the top of the diagonal brace column base plate (142), and the diagonal brace column base rib plates (141) are connected with the side faces of the diagonal brace steel pipe (11).
3. The concrete structure column cap reinforcement auxiliary combination structure according to claim 2, wherein the diagonal brace column top (15) comprises an L-shaped steel plate (151), the L-shaped steel plate (151) is welded with the top of the diagonal brace steel pipe (11), and the L-shaped steel plate (151) is respectively connected with the bottom of the concrete structure beam (22) and the side surface of the concrete structure column (21) through a plurality of diagonal brace column top bolts (152).
4. A concrete structure post cap reinforcing auxiliary combination structure according to claim 3, wherein the vertical support post base (32) comprises a vertical support post base plate (321), the vertical support post base plate (321) is welded with the bottom of the vertical support steel tube (31), the vertical support post base plate (321) is positioned at the top of the concrete base plate (4), the vertical support post base plate (321) is connected with the concrete base plate (4) through a plurality of vertical support post bolts (323), a plurality of vertical support post base rib plates (322) are connected at the top of the vertical support post base plate (321), and the vertical support post rib plates (322) are connected with the side surfaces of the vertical support steel tube (31).
5. The concrete structure column bearing platform reinforcing auxiliary combined structure according to claim 4, wherein the vertical supporting beam (33) is of an I-shaped steel structure.
6. The concrete structure column pile cap reinforcement auxiliary combination structure according to claim 5, wherein the transverse steel pipe (12) and the horizontal steel pipe (13) are identical in height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321121264.3U CN219826288U (en) | 2023-05-11 | 2023-05-11 | Concrete structure column cushion cap consolidates supplementary integrated configuration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321121264.3U CN219826288U (en) | 2023-05-11 | 2023-05-11 | Concrete structure column cushion cap consolidates supplementary integrated configuration |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219826288U true CN219826288U (en) | 2023-10-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321121264.3U Active CN219826288U (en) | 2023-05-11 | 2023-05-11 | Concrete structure column cushion cap consolidates supplementary integrated configuration |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219826288U (en) |
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2023
- 2023-05-11 CN CN202321121264.3U patent/CN219826288U/en active Active
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