CN219753007U - Supporting template system of bent cap - Google Patents
Supporting template system of bent cap Download PDFInfo
- Publication number
- CN219753007U CN219753007U CN202320913132.8U CN202320913132U CN219753007U CN 219753007 U CN219753007 U CN 219753007U CN 202320913132 U CN202320913132 U CN 202320913132U CN 219753007 U CN219753007 U CN 219753007U
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- CN
- China
- Prior art keywords
- embedded
- main beams
- bent cap
- standpipe
- vertical pipes
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 238000010276 construction Methods 0.000 claims abstract description 12
- 238000005266 casting Methods 0.000 claims description 7
- 239000003292 glue Substances 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Abstract
The utility model discloses a support template system of a bent cap, which comprises the following components: a girder longitudinally and horizontally distributed; the two main beams are taken as a group, the tops of the two main beams can be rotationally hinged, the bottoms of the two main beams are combined and then provided with an embedded groove, the embedded beam is embedded in the embedded groove, and the embedded beam and the embedded groove formed by the two main beams cannot be expanded after being embedded; and the vertical pipes are fixed at the bottom of the embedded beam, and one vertical pipe supports two main beams through the embedded beam. The standpipe top is through two spinal branch girders of gomphosis roof beam support for interval grow between the standpipe forms the passageway, reduces the standpipe and uses and can not occupy the bent cap below space completely, is convenient for get into the bent cap below space after pouring the bent cap and overhauls the operation, has solved every girder and has supported on the construction face corresponding a standpipe, and too much standpipe can occupy the space below the bent cap completely and be inconvenient for getting into and overhauls the problem of operation.
Description
Technical Field
The utility model relates to a support template system of a bent cap, and belongs to the technical field of bent cap construction.
Background
When building the bridge, need pour out the bent cap 1 at the pier top after the pier is built, in order to guarantee to pour the time glue the template and can obtain stable support, need install trabecula 3 and girder 4 in proper order in the bottom of glue template 2 and install and support, as shown in fig. 2, every girder 4 corresponds a standpipe 5 and supports on construction face 6, although girder 4 can obtain stable support through its standpipe 5 of lower part, but too much standpipe 5 can occupy bent cap 1 below space completely, be inconvenient for getting into bent cap 1 below space after pouring bent cap 1 and overhaul the problem of operation.
Disclosure of Invention
In order to solve the technical problems, the utility model provides a support template system of a bent cap.
The utility model is realized by the following technical scheme.
The utility model provides a support template system of a bent cap, which comprises the following components:
a girder longitudinally and horizontally distributed;
the two main beams are taken as a group, the tops of the two main beams can be rotationally hinged, the bottoms of the two main beams are combined and then provided with an embedded groove, the embedded beam is embedded in the embedded groove, and the embedded beam and the embedded groove formed by the two main beams cannot be expanded after being embedded;
and the vertical pipes are fixed at the bottoms of the embedded beams, and one vertical pipe supports the two main beams through the embedded beams.
The girder support device also comprises a trabecula which is horizontally distributed and supports the rubber template and the bottom, and a girder which is longitudinally and horizontally distributed is supported at the bottom of the trabecula;
the casting cover beam casting device further comprises a rubber template which is arranged on the small beam and forms a casting cover beam casting space.
A horizontal transverse pipe is arranged between the two vertical pipes, and the transverse pipe is fixedly arranged on the vertical pipes through a scaffold connecting fastener.
The vertical pipes are fixedly arranged on the vertical pipes which are horizontally distributed through scaffold connecting fasteners at the positions where the vertical pipes are intersected with the transverse pipes.
The bottom of the vertical pipe is arranged on the construction surface through a base plate.
The main beam is made of 150mm square timber.
The trabeculae are square timber of 100 mm.
The utility model has the beneficial effects that: the two girders are supported at the top of the vertical pipe through the embedded beam, so that a channel is formed by enlarging the interval between the vertical pipes, the use of the vertical pipes is reduced, the space below the bent cap is not occupied completely, the space below the bent cap is convenient to enter after the bent cap is poured for maintenance operation, and the problems that each girder corresponds to one vertical pipe to be supported on a construction surface, the space below the bent cap is not convenient to enter due to the fact that excessive vertical pipes occupy completely are solved.
Drawings
FIG. 1 is a schematic illustration of the present utility model;
FIG. 2 is a schematic diagram of the prior art;
in the figure: 1-a capping beam; 2-a glue template; 3-trabeculae; 4-a main beam; 5-a vertical pipe; 6, construction surface; 7-a chimeric beam; 8-transverse tube; 9-a longitudinal tube; 10-backing plate.
Detailed Description
The technical solution of the present utility model is further described below, but the scope of the claimed utility model is not limited to the above.
As shown in fig. 1.
The utility model relates to a support template system of a bent cap, which comprises the following components:
the trabeculae 3 which are horizontally distributed and support the bottom of the glue template 2 are only one trabeculae 3 shown in the specification and drawings, and a plurality of trabeculae 3 distributed at intervals are adopted in actual construction, wherein the trabeculae 3 are formed by square timber with the diameter of 100 mm;
the main beams 4 for supporting the trabeculae 3 are longitudinally and horizontally distributed, the main beams 4 are formed by 150mm square timber, two main beams 4 are taken as a group, the tops of the two main beams 4 are rotatably hinged through a hinge shaft, the bottoms of the two main beams 4 are combined and then provided with an embedded groove, an embedded beam 7 is embedded in the embedded groove, and the embedded beam 7 and the embedded groove formed by the two main beams 4 cannot be expanded after being embedded;
the vertical pipes 5 are fixed at the bottom of the embedded beam 7, and one vertical pipe 5 supports the two main beams 4 through the embedded beam 7.
The pouring space for pouring the capping beam 1 is formed in the rubber template 2.
A horizontal transverse pipe 8 is arranged between the two vertical pipes 5, and the transverse pipe 8 is fixedly arranged on the vertical pipes 5 through a scaffold connecting fastener; the vertical pipe 5 which is intersected with the transverse pipe 8 is fixedly arranged on the vertical pipe 9 which is horizontally distributed through a scaffold connecting fastener.
The bottom of the vertical pipe 5 is arranged on the construction surface 6 through a backing plate 10.
The top of each vertical pipe 5 supports two main beams 4 through the embedded beam 7, so that a channel is formed by enlarging the interval between the vertical pipes 5, the use of the vertical pipes 5 is reduced, the space below the bent cap 1 is not occupied completely, the space below the bent cap 1 is convenient to enter after the bent cap 1 is poured, the maintenance operation is carried out, the problem that the space below the bent cap 1 is inconvenient to enter due to the fact that each main beam 4 corresponds to one vertical pipe 5 to be supported on a construction surface 6 is solved, and excessive vertical pipes 5 can occupy the space below the bent cap 1 completely.
The technology is applied to the construction project of Liaoning province Liaohe dry flow flood control lifting engineering.
Claims (8)
1. A system of support templates for a capping beam, comprising:
a girder (4) which is longitudinally and horizontally distributed;
two main beams (4) are taken as a group, the tops of the two main beams (4) can be rotationally hinged, an embedded groove is formed after the bottoms of the two main beams (4) are combined, an embedded beam (7) is embedded in the embedded groove, and the embedded beam (7) and the embedded groove formed by the two main beams (4) cannot be expanded after being embedded;
and the vertical pipes (5) are fixed at the bottoms of the embedded beams (7), and one vertical pipe (5) supports the two main beams (4) through the embedded beams (7).
2. The system of roof beam support templates of claim 1, wherein: the device also comprises a trabecula (3) which is horizontally distributed and supports the rubber template (2) and the bottom, and a main girder (4) which is longitudinally and horizontally distributed is supported at the bottom of the trabecula (3).
3. The system of roof beam support templates of claim 2, wherein: the casting cover beam structure further comprises a rubber template (2) which is arranged on the trabecula (3) and forms a casting space for casting the cover beam (1).
4. The system of roof beam support templates of claim 1, wherein: a horizontal transverse pipe (8) is arranged between the two vertical pipes (5), and the transverse pipe (8) is fixedly arranged on the vertical pipes (5) through scaffold connecting fasteners.
5. The system of roof beam support templates of claim 4, wherein: the vertical pipes (5) which are intersected with the transverse pipes (8) are fixedly arranged on the horizontal vertical pipes (9) through scaffold connecting fasteners.
6. The system of roof beam support templates of claim 5, wherein: the construction surface (6) is further included, and the bottom of the vertical pipe (5) is arranged on the construction surface (6) through a base plate (10).
7. The system of roof beam support templates of claim 1, wherein: the main beam (4) is made of 150mm square timber.
8. The system of roof beam support templates of claim 2, wherein: the trabeculae (3) are square timber of 100 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320913132.8U CN219753007U (en) | 2023-04-21 | 2023-04-21 | Supporting template system of bent cap |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320913132.8U CN219753007U (en) | 2023-04-21 | 2023-04-21 | Supporting template system of bent cap |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219753007U true CN219753007U (en) | 2023-09-26 |
Family
ID=88083421
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320913132.8U Active CN219753007U (en) | 2023-04-21 | 2023-04-21 | Supporting template system of bent cap |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219753007U (en) |
-
2023
- 2023-04-21 CN CN202320913132.8U patent/CN219753007U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |