CN220619942U - Suspended pile cap construction operation platform - Google Patents
Suspended pile cap construction operation platform Download PDFInfo
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- CN220619942U CN220619942U CN202322218936.9U CN202322218936U CN220619942U CN 220619942 U CN220619942 U CN 220619942U CN 202322218936 U CN202322218936 U CN 202322218936U CN 220619942 U CN220619942 U CN 220619942U
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- joist
- main joist
- steel
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- 238000010276 construction Methods 0.000 title claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 239000002023 wood Substances 0.000 claims description 4
- 238000000465 moulding Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000011148 porous material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- -1 but not limited to Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The embodiment of the utility model discloses a construction operation platform for a suspended pile cap, which comprises a support system, a bottom die structure and a steel side die. The support system comprises bracket and main support beam, the bottom die structure comprises main joist, main joist connecting beam, secondary joist and bottom die plate; the main keels comprise through-length main keels and overhanging main keels; the through long main keel is vertically arranged above the main supporting beam; the two main keel connecting beams are respectively and vertically arranged on two sides of the upper surface of the through long main keel; one end of the overhanging main joist is arranged on the main supporting beam, and the other end of the overhanging main joist is connected with the main joist connecting beam through a main joist suspender; the secondary joist is arranged on the main joist, the bottom template is arranged on the secondary joist, and the steel side mould is inserted between the two main joist connecting beams. The utility model can build a construction platform by utilizing the finished cast-in-place pile casing, has stable structure and easy operation, and improves the construction efficiency.
Description
Technical Field
The utility model relates to the field of wharf main body construction, in particular to a suspended pile cap construction platform.
Background
In the high pile wharf construction process, a pile cap construction platform, a template erection construction process, a mode of erecting a full hall frame commonly used by a bottom template support, or a soil moulding bed construction process, but the technology of template frame construction needs to be improved due to the limitations of construction organization, construction conditions and the like or the situations that the soil moulding bed cannot be utilized and the full hall frame cannot be erected.
Disclosure of Invention
In order to overcome the difficulty that the pile cap bottom template does not have the construction condition of a soil moulding bed, the utility model provides a suspended pile cap construction platform, and the construction platform is used for erecting a cast-in-place concrete pile cap template, so that the cost is reduced, and the working efficiency is improved.
In order to achieve the above object, the present utility model provides the following technical solutions:
the operation platform comprises a support system, a bottom die structure and a steel side die; the support system comprises: bracket welded on two sides of the steel casing of the cast-in-place pile and main supporting beams arranged on the bracket; the bottom die structure comprises: the main joists are connected with the beams, the secondary joists and the bottom template; the main keels comprise through-length main keels and overhanging main keels; the through long main joists are vertically arranged above the main supporting beams, and two ends of the through long main joists are placed on the upper surfaces of the main supporting beams; the two main keel connecting beams are respectively and vertically arranged on two sides of the upper surface of the through long main keel; one end of the cantilever main joist is placed on the main supporting beam, the other end of the cantilever main joist is connected with the main joist connecting beam through a main joist suspender, the main joist suspender sequentially penetrates through the main joist connecting beam and the cantilever main joist from top to bottom, and two ends of the main joist suspender are fastened through suspender matched nuts and gaskets; the secondary joists are arranged on the main joists, the bottom templates are arranged on the secondary joists, and the secondary joists and the bottom templates are arranged between two main joist connecting beams; the steel side mould is inserted between the two main joist connecting beams.
Further, each cast-in-place pile steel pile casing is welded with two groups of brackets in parallel on the front side and the rear side, and each group is two.
Further, the main supporting beams are placed on the corbels of the whole row of filling piles along the through length direction.
Furthermore, the bracket is made of steel plate or section steel, and is in the shape of a triangle.
Further, the main supporting beam is double-spliced I-steel or double-spliced channel steel.
Further, the main joists and the main joist connecting beam are made of wood.
The utility model has the beneficial effects that:
the operation platform can be used for erecting a construction platform by utilizing the finished pile casing of the cast-in-place pile, has a stable structure and is easy to operate, the difficulty that the pile cap bottom template does not have the construction condition of a soil moulding bed can be overcome, and the construction efficiency is improved.
The utility model has the advantages of easy processing of the components, easy disassembly of the structure and low construction cost, and has wide popularization value.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It will be apparent to those of ordinary skill in the art that the drawings in the following description are exemplary only and that other implementations can be obtained from the extensions of the drawings provided without inventive effort.
Fig. 1 is a schematic view of a vertical section of an operation platform according to embodiment 1 of the present utility model;
FIG. 2 is a schematic plan view of an operation platform according to embodiment 1 of the present utility model;
fig. 3 is a cross-sectional view of the connection between the overhanging main joist and the main joist connection beam of the operation platform provided in embodiment 1 of the present utility model;
reference numerals: 1. a bracket; 2. a main support beam; 3. a main keel; 4. a steel pile casing of the filling pile; 5. a secondary keel; 6. a bottom template; 7. a steel side die; 8. the main joist is connected with the beam; 9. a main keel suspender; 10. a boom mating nut; 11. a gasket; 12. a main keel is in a through length; 13. the main joist is overhanging.
Detailed Description
Example 1
As shown in fig. 1-3, a suspended pile cap construction operation platform comprises a support system, a bottom die structure and a steel side die 7.
The support system comprises: bracket 1 welded on two sides of steel pile casing 4 and main supporting beam 2 set on bracket 1. The die block structure includes: the main joists 3, the main joist connecting beams 8, the secondary joists 5 and the bottom formwork 6; the main joist 3 comprises a through-length main joist 12 and an overhanging main joist 13; the through long main joist 12 is vertically arranged above the main supporting beam 2, and two ends of the through long main joist are placed on the upper surface of the main supporting beam 2; the two main keel connecting beams 8 are respectively and vertically arranged on two sides of the upper surface of the through long main keel 12; one end of the cantilever main joist 13 is placed on the main supporting beam 2, the other end of the cantilever main joist 13 is connected with the main joist connecting beam 8 through a main joist suspender 9, the main joist suspender 9 sequentially penetrates through the main joist connecting beam 8 and the cantilever main joist 13 from top to bottom, and two ends of the main joist suspender 9 are fastened through a suspender matched nut 10 and a gasket 11; the secondary joist 5 is arranged above the main joist 3, the bottom formwork 6 is arranged above the secondary joist 5, and the secondary joist 5 and the bottom formwork 6 are arranged between two main joist connecting beams 8. The steel side form 7 is inserted between two main joist connecting beams 8.
As shown in fig. 2, each cast-in-place pile steel casing 4 is welded with two groups of brackets 1 in parallel on the front and rear sides, two groups each. The main supporting beams 2 are arranged on the corbels 1 of the whole row of filling piles along the longitudinal direction. The through long main keels 12 are arranged at the front and rear positions of the cast-in-place pile steel casing 4, while the overhanging main keels 13 are arranged at positions corresponding to the cast-in-place pile steel casing 4 and are positioned between the through long main keels 12 at the front and rear sides.
Useful materials for the bracket 1 structure include, but are not limited to, steel plates, section steel, and the like. The main supporting beam 2 can be made of materials including, but not limited to, double-spliced I-steel and double-spliced channel steel. The main runner 3 and the main runner connecting beam 8 may be made of materials including, but not limited to, wood.
In this embodiment, pile caps with dimensions of 2×2×1 are selected.
Construction of a supporting system:
after the cast-in-place pile is subjected to pile head chiseling construction, paying off and marking the bracket position at the cast-in-place pile casing 4, welding the processed bracket 1 structure at the paying-off position, calibrating the bracket 1 elevation after welding, and selecting a field processing triangular steel plate for the bracket 1 structure in the embodiment. The main supporting beam 2 is made of 20B double-spliced I-steel, is hoisted to a construction site after being processed in a processing plant and is arranged on the completed bracket 1, and the main supporting beam 2 is generally arranged along the whole row of filling piles.
For the construction of the bottom die structure:
and paying off the main support beam 2 to mark the position of the main keel, installing the processed through long main keel 12 on the main support beam 2, and punching the main keel connecting beam 8 and the overhanging main keel 13 in advance to pass through the main keel suspender 9. The main joist connecting beam 8 after processing is placed on the through-length main joist 12, one end of the overhanging main joist 13 is placed on the main supporting beam 2, the pore canal of the other end is aligned with the pore canal of the main joist connecting beam 8, the main joist suspender 9 is penetrated, the supporting nuts 10 and gaskets 11 of the suspender at two ends are installed, all overhanging main joists 13 are installed in sequence, the positions of the secondary joist 5 and the bottom template 6 are marked on the main joist 3 by paying off, the secondary joist 5 is a 4cm thick wood plate in the example, and the bottom template is a 12mm thick bamboo plywood. And after the secondary joist and the bottom template are processed, setting the secondary joist according to the paying-off position to complete the construction of the bottom die structure.
And (3) steel side mold construction:
in this example, the steel side form 7 is a custom-made steel side form, and the steel side form 7 is positioned by paying out the steel side form on the completed bottom form 6. And after the side dies are connected, hoisting the steel side dies to a paying-off position to finish the installation of the steel side dies.
The operation platform can be used for erecting a construction platform by utilizing the finished pile casing of the filling pile, and is stable in structure and easy to operate.
The above examples are only a part of the present utility model and not all the embodiments of the present utility model are covered, and those skilled in the art can obtain more embodiments without any inventive effort on the basis of the above examples and the accompanying drawings, and therefore, all embodiments obtained without any inventive effort are included in the scope of the present utility model.
Claims (6)
1. The suspended pile cap construction operation platform is characterized by comprising a support system, a bottom die structure and a steel side die (7);
the support system comprises: bracket (1) welded on two sides of steel pile casing (4) and main supporting beam (2) arranged on bracket (1);
the bottom die structure comprises: the main joist (3), the main joist connecting beam (8), the secondary joist (5) and the bottom template (6); the main keels (3) comprise through-length main keels (12) and overhanging main keels (13); the through long main joists (12) are vertically arranged above the main supporting beams (2) and two ends of the through long main joists are arranged on the upper surfaces of the main supporting beams (2); the two main keel connecting beams (8) are respectively and vertically arranged on two sides of the upper surface of the through long main keel (12); one end of the overhanging main joist (13) is placed on the main supporting beam (2), the other end of the overhanging main joist is connected with the main joist connecting beam (8) through a main joist hanging rod (9), the main joist hanging rod (9) sequentially penetrates through the main joist connecting beam (8) and the overhanging main joist (13) from top to bottom, and two ends of the main joist hanging rod (9) are fastened through hanging rod matched nuts (10) and gaskets (11); the secondary joist (5) is arranged on the main joist (3), the bottom template (6) is arranged on the secondary joist (5), and the secondary joist (5) and the bottom template (6) are both arranged between two main joist connecting beams (8);
the steel side mold (7) is inserted between the two main joist connecting beams (8).
2. The suspended pile cap construction operation platform according to claim 1, wherein each cast-in-place pile steel casing (4) is welded with two groups of brackets (1) in parallel on the front side and the rear side, each group being two.
3. The suspended pile cap construction operation platform according to claim 1, wherein the main supporting beams (2) are placed on brackets (1) of the whole row of cast-in-place piles along the through length direction.
4. The suspended pile cap construction operation platform according to claim 1, wherein the bracket (1) is made of steel plate or section steel and is in the shape of a triangle.
5. The suspended pile cap construction operation platform according to claim 1, wherein the main supporting beam (2) is double-spliced I-steel or double-spliced channel steel.
6. The suspended pile cap construction operation platform according to claim 1, wherein the main joist (3) and the main joist connecting beam (8) are made of wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322218936.9U CN220619942U (en) | 2023-08-17 | 2023-08-17 | Suspended pile cap construction operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322218936.9U CN220619942U (en) | 2023-08-17 | 2023-08-17 | Suspended pile cap construction operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220619942U true CN220619942U (en) | 2024-03-19 |
Family
ID=90227688
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322218936.9U Active CN220619942U (en) | 2023-08-17 | 2023-08-17 | Suspended pile cap construction operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220619942U (en) |
-
2023
- 2023-08-17 CN CN202322218936.9U patent/CN220619942U/en active Active
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