CN220468915U - Green building pile foundation anti-sinking device - Google Patents
Green building pile foundation anti-sinking device Download PDFInfo
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- CN220468915U CN220468915U CN202321768023.8U CN202321768023U CN220468915U CN 220468915 U CN220468915 U CN 220468915U CN 202321768023 U CN202321768023 U CN 202321768023U CN 220468915 U CN220468915 U CN 220468915U
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- pile
- reinforcement cage
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- tubular
- green building
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- 230000002787 reinforcement Effects 0.000 claims abstract description 65
- 238000005452 bending Methods 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 230000000694 effects Effects 0.000 abstract description 3
- 239000002689 soil Substances 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
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Abstract
The utility model discloses a green building pile foundation anti-sinking device which comprises a tubular pile, a pile cap, a strut, a tubular pile reinforcement cage assembly, a pile cap reinforcement cage and a strut reinforcement cage, wherein the tubular pile is equidistantly arranged at the bottom of the pile cap, the strut is positioned at the top of the pile cap, the tubular pile, the pile cap and the strut are of a concrete structure, and the tubular pile, the pile cap and the strut are respectively embedded with the corresponding tubular pile reinforcement cage assembly, the pile cap reinforcement cage and the strut reinforcement cage. The realization provides the pile foundation that one set had the anti-sinking effect for green building to as the pile foundation anti-sinking mechanism of green building, can improve the bearing capacity of building foundation greatly, reduce the risk of subsidence, utilize the cooperation of pile cap and bottom multiunit tubular pile, can effectively shift the load to soil body or the aquatic around, thereby reduce subsidence, solve current independence and support as the foundation through the tubular pile and do not have the auxiliary cooperation of pile cap, make the problem that the risk of subsidence is big appear in the foundation of green building that is close to the river basin.
Description
Technical Field
The utility model relates to the technical field of green buildings, in particular to a green building pile foundation anti-sinking device.
Background
The green building is a sustainable building and is characterized by environmental protection, energy conservation and harmony, and is characterized by three-dimensional greening, and the pile foundation is a supporting structure which is necessary for supporting a foundation of the green building.
The pile piles of the pile foundation of the existing green building are of single pile structures which are arranged independently, and the pile piles are lack of structures which can be connected together, so that the pile piles are low in bearing integrity and cannot face the risk of foundation settlement well.
Based on the existing green building pile foundation, the following defects exist: the existing pile is independently used as a foundation to support and is not matched with a pile cap in an auxiliary mode, so that the problem of high sedimentation risk of the foundation of the green building close to the river basin is solved. Therefore, we propose a green building pile foundation anti-sinking device.
Disclosure of Invention
The utility model mainly aims to provide a green building pile foundation anti-sinking device which can effectively solve the problems in the background technology.
In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:
the utility model provides a green building pile foundation anti-sinking device, includes tubular pile, pile cap and pillar, still includes tubular pile reinforcement cage subassembly, pile cap reinforcement cage and pillar reinforcement cage, the tubular pile equidistance sets up in the pile cap bottom, the pillar is located the pile cap top, tubular pile, pile cap and pillar are concrete structure, pre-buried tubular pile reinforcement cage subassembly, pile cap reinforcement cage and the pillar reinforcement cage that has corresponding respectively in tubular pile, pile cap and the pillar.
Further, the tubular pile cage assembly comprises a tubular pile cage and a bending arm, wherein the bending arm is positioned at the top of the tubular pile cage, the tubular pile cage is integrally connected with the bending arm, and the bending arm is positioned in the pile cap cage.
Further, the bending arm is connected with the bottom of the pile cap reinforcement cage through steel wires in a binding and buckling mode.
Further, the bottom of the post reinforcement cage is positioned in the pile cap reinforcement cage, and the pile cap reinforcement cage is connected with the bottom of the post reinforcement cage through steel wire binding.
Compared with the prior art, the utility model has the following beneficial effects: through the subassembly that tubular pile, pile cap, pillar, tubular pile steel reinforcement cage subassembly, pile cap steel reinforcement cage and pillar steel reinforcement cage are constituteed, realize providing one set of pile foundation that has the anti-sinking effect for green building to as the pile foundation anti-sinking mechanism of green building, can improve the bearing capacity of building foundation greatly, reduce the risk of subsidence, utilize the cooperation of pile cap and bottom multiunit tubular pile, can effectively shift the soil body or the aquatic around with the load, thereby reduce subsidence, solve current independent as the foundation support through the tubular pile and do not have the auxiliary cooperation of pile cap, make the problem that the subsidence risk is big appear in the foundation of green building that is close to the river course river basin.
Drawings
FIG. 1 is a schematic diagram of the whole structure of a green building pile foundation anti-sinking device of the utility model.
Fig. 2 is a schematic view of pile cap reinforcement cage structure of a green building pile foundation anti-sinking device of the utility model.
Fig. 3 is a schematic view of a tubular pile reinforcement cage assembly of a green building pile foundation anti-sinking apparatus of the present utility model.
In the figure: 1. a tubular pile; 2. a pile cap; 3. a support post; 4. a tubular pile reinforcement cage assembly; 401. a tubular pile reinforcement cage; 402. bending the arm; 5. pile cap reinforcement cage; 6. and (5) a pillar reinforcement cage.
Detailed Description
The utility model is further described in connection with the following detailed description, in order to make the technical means, the creation characteristics, the achievement of the purpose and the effect of the utility model easy to understand.
As shown in fig. 1-3, the anti-sinking device for the green building pile foundation comprises a pipe pile 1, a pile cap 2, a support column 3, a pipe pile reinforcement cage assembly 4, a pile cap reinforcement cage 5 and a support column reinforcement cage 6, wherein the pipe pile 1 is equidistantly arranged at the bottom of the pile cap 2, the support column 3 is positioned at the top of the pile cap 2, the pipe pile 1, the pile cap 2 and the support column 3 are of concrete structures, and the corresponding pipe pile reinforcement cage assembly 4, the corresponding pile cap reinforcement cage 5 and the corresponding support column reinforcement cage 6 are respectively pre-embedded in the pipe pile 1, the pile cap 2 and the corresponding support column 3.
The tubular pile reinforcement cage assembly 4 comprises a tubular pile reinforcement cage 401 and bending arms 402, wherein the bending arms 402 are positioned at the top of the tubular pile reinforcement cage 401, the tubular pile reinforcement cage 401 is integrally connected with the bending arms 402, and the bending arms 402 are positioned in the pile cap reinforcement cage 5.
Wherein, the bending arm 402 is connected with the bottom of the pile cap reinforcement cage 5 through steel wire binding.
The bottom of the post reinforcement cage 6 is located in the pile cap reinforcement cage 5, and the pile cap reinforcement cage 5 is connected with the bottom of the post reinforcement cage 6 through steel wire binding.
It should be noted that, the utility model is a green building pile foundation anti-sinking device, in operation, personnel set up the pile hole corresponding to the pile casting on the foundation earthwork of the green building to be built, insert the tubular pile reinforcement cage 401 into the pile hole, then cast the required concrete to the pile hole, after solidifying, cut the concrete block at the top of the tubular pile 1, expose the top of the tubular pile reinforcement cage 401, then buckle the top, obtain the buckling arm 402, build the pile cap reinforcement cage 5 based on the buckling arm 402, then build the pillar reinforcement cage 6 on the pile cap reinforcement cage 5, then build the template around the pile cap reinforcement cage 5 and the pillar reinforcement cage 6, and pour the concrete to the template, demolish the template after solidifying, obtain the whole green building pile foundation anti-sinking mechanism, then constructor can, based on the combination of the green building pile foundation anti-sinking mechanism to the green building above, can greatly improve the bearing capacity of the building foundation based on the pile cap 2 and the bottom multiunit pile 1, reduce the green building settlement.
The foregoing has shown and described the basic principles and main features of the present utility model and the advantages of the present utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (4)
1. The utility model provides a green building pile foundation anti-sinking device, includes tubular pile (1), pile cap (2) and pillar (3), its characterized in that still includes tubular pile reinforcement cage subassembly (4), pile cap reinforcement cage (5) and pillar reinforcement cage (6), tubular pile (1) equidistance sets up in pile cap (2) bottom, pillar (3) are located pile cap (2) top, tubular pile (1), pile cap (2) and pillar (3) are concrete structure, tubular pile (1), pile cap (2) and pillar (3) respectively pre-buried have corresponding tubular pile reinforcement cage subassembly (4), pile cap reinforcement cage (5) and pillar reinforcement cage (6).
2. The green building pile foundation anti-sinking device according to claim 1, wherein: the tubular pile reinforcement cage assembly (4) comprises a tubular pile reinforcement cage (401) and bending arms (402), wherein the bending arms (402) are arranged at the top of the tubular pile reinforcement cage (401), the tubular pile reinforcement cage (401) is integrally connected with the bending arms (402), and the bending arms (402) are arranged in a pile cap reinforcement cage (5).
3. A green building pile foundation anti-sinking device according to claim 2, wherein: the bending arm (402) is connected with the bottom of the pile cap reinforcement cage (5) through steel wire binding.
4. The green building pile foundation anti-sinking device according to claim 1, wherein: the bottom of the post reinforcement cage (6) is positioned in the pile cap reinforcement cage (5), and the pile cap reinforcement cage (5) is connected with the bottom of the post reinforcement cage (6) through steel wire binding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321768023.8U CN220468915U (en) | 2023-07-07 | 2023-07-07 | Green building pile foundation anti-sinking device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321768023.8U CN220468915U (en) | 2023-07-07 | 2023-07-07 | Green building pile foundation anti-sinking device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220468915U true CN220468915U (en) | 2024-02-09 |
Family
ID=89803719
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321768023.8U Active CN220468915U (en) | 2023-07-07 | 2023-07-07 | Green building pile foundation anti-sinking device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220468915U (en) |
-
2023
- 2023-07-07 CN CN202321768023.8U patent/CN220468915U/en active Active
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