CN220365041U - Bracket platform for construction of cantilever type cast-in-situ water collecting tank of wharf - Google Patents
Bracket platform for construction of cantilever type cast-in-situ water collecting tank of wharf Download PDFInfo
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- CN220365041U CN220365041U CN202321507585.7U CN202321507585U CN220365041U CN 220365041 U CN220365041 U CN 220365041U CN 202321507585 U CN202321507585 U CN 202321507585U CN 220365041 U CN220365041 U CN 220365041U
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- bracket
- main beam
- wharf
- platform
- pile
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- 238000010276 construction Methods 0.000 title claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 24
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 238000000034 method Methods 0.000 abstract 2
- 239000002023 wood Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000126 substance Substances 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
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model discloses a bracket platform for construction of a wharf overhanging type cast-in-situ water collecting pool, which belongs to the technical field of wharf reconstruction engineering and comprises a bracket main beam and a bracket inclined support, and further comprises a distribution beam on the bracket main beam, wherein one end of the main beam is connected with a pile cap through an embedded part, the distribution beam is arranged on the bracket main beam, and the bracket inclined support is respectively connected with steel anchor clamps on the bracket main beam and a pile foundation. The utility model has reasonable design and stable structure, and can ensure the safe and reliable construction process of the overhanging type cast-in-situ water collecting tank; and the assembly and disassembly procedures are simple, the operation is simple, the construction period is shortened, and the safety risk of water operation is greatly reduced.
Description
Technical Field
The utility model belongs to the technical field of wharf reconstruction engineering, and particularly relates to a bracket platform for wharf overhanging type cast-in-situ water collection pool construction.
Background
Along with the increasing severity of water environment protection situation, how to minimize the influence of wharfs on the environment is a problem that needs to be considered by each wharf operator. At present, part of bulk cargo wharf has long service time due to early construction period, no ship sewage receiving facility is designed at the beginning of wharf construction, no initial rainwater collecting system is arranged on the wharf face and land storage yard, in the upgrading and reconstruction of wharf, the additionally arranged water collecting tank is an overhanging type cast-in-situ water collecting tank, the single weight of the water collecting tank is 80-100 tons, the water collecting tank is suspended at the rear edge of the wharf through chemical planting ribs, and no construction operation platform is arranged on site, so the design, installation and dismantling of the temporary construction operation platform become important points and difficulties in construction.
In order to solve the problems, the application provides a bracket platform for construction of a wharf overhanging type cast-in-situ water collecting tank.
Disclosure of Invention
In order to solve the problems, the utility model discloses a bracket platform for construction of a wharf overhanging type cast-in-situ water collecting tank, which effectively shortens the construction time of the cast-in-situ water collecting tank, reduces the investment of mechanical equipment, is simple to install, is stable and reliable, and is convenient to maintain.
In order to achieve the above purpose, the technical scheme of the utility model is as follows:
a bracket platform for construction of a wharf overhanging type cast-in-situ water collecting pool comprises a pile foundation, a steel hoop on the pile foundation, a pile cap, a plurality of embedded parts fixed on the pile cap, a bracket main beam, a bracket inclined support and a distribution beam on the bracket main beam,
the bracket girder one end is connected with a plurality of embedded parts fixed on the pile cap by bolts, the distribution beam on the bracket girder is connected with the bracket girder by bolts respectively, the bracket diagonal brace upper end is connected with the bracket girder by bolts respectively, and the bracket diagonal brace lower end is connected with the steel anchor ear by bolts on the pile foundation.
Preferably, one end of the bracket main beam, which is close to the pile cap, is provided with a connecting plate connected with a plurality of embedded parts on the pile cap, and the upper end surface of the bracket main beam is provided with round holes at equal intervals.
Preferably, a bearing platform is arranged on one side of the steel hoop on the pile foundation.
Preferably, the bearing platform is provided with a round hole for connection.
Preferably, the upper end and the lower end of the bracket inclined support are respectively provided with a connecting plate connected with the bracket main beam and a connecting plate connected with a bearing platform on one side of the steel hoop.
Preferably, round holes for connection are formed in connecting plates at two ends of the bracket inclined support, and the lower end of the connecting plate at the end part of the bracket inclined support is connected with a bearing platform at one side of the steel hoop.
Preferably, the distribution beam on the main beam is provided with round connecting holes at two ends, and is connected with the bracket main beam.
The beneficial effects of the utility model are as follows:
1. the construction platform adopts a detachable connection mode, has simple structure, wide application range and lower material cost, reduces investment of funds and materials, and is simple and convenient to operate.
2. The construction time of the cast-in-situ water collecting tank is effectively shortened, the investment of mechanical equipment is reduced, and a large amount of time and labor investment are saved.
Drawings
FIG. 1 is a schematic view of an overall front view three-dimensional structure of the present utility model;
FIG. 2 is a schematic view of a three-dimensional structure of a steel staple of the present utility model;
fig. 3 is a schematic view of a three-dimensional structure of a bracket girder according to the present utility model.
Fig. 4 is a schematic view of a three-dimensional structure of a bracket diagonal brace according to the present utility model.
Fig. 5 is a schematic view of a three-dimensional structure of a distribution beam and an embedded part according to the present utility model.
Fig. 6 is an effect diagram of the present utility model.
List of drawing identifiers:
1. pile foundation; 2. a pile cap; 3. steel hoops; 31. a support platform; 4. the bracket is obliquely supported; 41. the bracket obliquely supports the end connecting plate; 5. a bracket main beam; 51. a bracket girder connecting plate; 6. a distribution beam; 7. 8, embedded parts and a water collecting tank.
Description of the embodiments
The present utility model is further illustrated in the following drawings and detailed description, which are to be understood as being merely illustrative of the utility model and not limiting the scope of the utility model.
In this embodiment: because each water collecting pond is positioned between two bent structure sections, a temporary supporting structure is arranged on site by utilizing pile foundations and cast-in-situ beams of two adjacent bent frames, and is used as a temporary construction work platform for steel bar binding, template installation and concrete pouring of the water collecting pond. Two steel hoops 3 are arranged on each pile foundation 1, so that the bracket inclined supports are also two groups.
The specific structure is as follows:
a bracket platform for construction of pier overhanging type cast-in-situ water collecting pool comprises pile foundation 1 and pile cap 2 above, water collecting pool 8 is arranged above distribution beam 6, as shown in figures 1-5: one side of the water collecting tank is provided with a temporary construction operation platform, the temporary construction operation platform adopts a double-support bracket, a bracket inclined support 4 adopts double-spliced ] [28a channel steel, a bracket girder 5 adopts double-spliced ] [40a channel steel, and the length of the bracket girder 5 channel steel is 4.9m. The distribution beam 6 on the bracket main beam 5 adopts double-spliced ] [28a channel steel, the distribution beam 6 and the bracket main beam 5 are fixed at the round connecting hole by bolts and are connected into a whole, and the channel steel length of the distribution beam 6 is 12m. The embedded part 7 is a bent perforated steel plate, the embedded part is installed on the pile cap 2 in a chemical bar planting mode, a bracket main beam connecting plate 51 at one end of the bracket main beam 5 is fixedly connected with the pile cap embedded part 7 through 8.8-level high-strength friction bolts of 6M 30, the other end of the bracket main beam connecting plate is fixedly connected with the bracket inclined support 4 through 8.8-level high-strength friction bolts of 4M 30, and the lower end of a bracket inclined support end connecting plate 41 is connected with a supporting platform 31 at one side of the steel hoop.
In this embodiment: a wood block with the cross section of 10cm multiplied by 10cm can be paved above the distribution beam 6, wood Fang Jianju mm below the pool wall of the water collecting pool, wood Fang Jianju mm below the pool bottom plate, and a delta=15 mm bamboo plywood is paved above the wood block to serve as a pool bottom die.
It should be noted that the foregoing merely illustrates the technical idea of the present utility model and is not intended to limit the scope of the present utility model, and that a person skilled in the art may make several improvements and modifications without departing from the principles of the present utility model, which fall within the scope of the claims of the present utility model.
Claims (7)
1. A bracket platform for construction of pier overhanging cast-in-situ water collection pond, its characterized in that: comprises a pile foundation (1), a steel hoop (3) on the pile foundation, a pile cap (2), a plurality of embedded parts (7) fixed on the pile cap, a bracket main beam (5), a bracket inclined support (4) and a distribution beam (6) on the main beam,
pile caps (2) are arranged above two pile foundations (1), one end of a bracket main beam (5) is connected with a plurality of embedded parts (7) fixed on the pile caps through bolts, a distribution beam (6) on the bracket main beam is connected with the bracket main beam (5) through bolts respectively, the upper ends of bracket inclined struts (4) are connected with the bracket main beam (5) through bolts respectively, and the lower ends of the bracket inclined struts (4) are connected with steel anchor clamps (3) on the pile foundations through bolts.
2. The bracket platform for wharf overhanging type cast-in-situ sump construction according to claim 1, wherein: one end, close to the pile cap, of the bracket main beam (5) is provided with a connecting plate (51) connected with a plurality of embedded parts (7) on the pile cap; round holes are formed in the upper end face of the bracket main beam (5) at equal intervals.
3. The bracket platform for wharf overhanging type cast-in-situ sump construction according to claim 1, wherein: and a bearing platform (31) is arranged on one side of the steel hoop (3) on the pile foundation.
4. A pallet deck for use in pier cantilever cast-in-place catchment construction according to claim 3, wherein: the bearing platform (31) is provided with round holes for connection.
5. The bracket platform for wharf overhanging type cast-in-situ sump construction according to claim 1, wherein: the upper end and the lower end of the bracket inclined support (4) are respectively provided with a connecting plate (41) connected with the bracket main beam (5) and a connecting plate (41) connected with the bearing platform (31) on one side of the steel hoop.
6. A pallet deck for use in pier cantilever cast-in-place catchment construction according to claim 3, wherein: round holes for connection are formed in connecting plates (41) at two ends of the bracket inclined support; the lower end of the bracket inclined support end connecting plate (41) is connected with a bearing platform (31) on one side of the steel hoop.
7. The bracket platform for wharf overhanging type cast-in-situ sump construction according to claim 1, wherein: circular connecting holes are formed in two ends of a distribution beam (6) on the bracket main beam and are connected with the bracket main beam (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321507585.7U CN220365041U (en) | 2023-06-14 | 2023-06-14 | Bracket platform for construction of cantilever type cast-in-situ water collecting tank of wharf |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321507585.7U CN220365041U (en) | 2023-06-14 | 2023-06-14 | Bracket platform for construction of cantilever type cast-in-situ water collecting tank of wharf |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220365041U true CN220365041U (en) | 2024-01-19 |
Family
ID=89520013
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321507585.7U Active CN220365041U (en) | 2023-06-14 | 2023-06-14 | Bracket platform for construction of cantilever type cast-in-situ water collecting tank of wharf |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220365041U (en) |
-
2023
- 2023-06-14 CN CN202321507585.7U patent/CN220365041U/en active Active
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