CN215562751U - Pile foundation for building construction - Google Patents
Pile foundation for building construction Download PDFInfo
- Publication number
- CN215562751U CN215562751U CN202121807659.XU CN202121807659U CN215562751U CN 215562751 U CN215562751 U CN 215562751U CN 202121807659 U CN202121807659 U CN 202121807659U CN 215562751 U CN215562751 U CN 215562751U
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- fixedly connected
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- bearing platform
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- reinforcing
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- 238000009435 building construction Methods 0.000 title claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 34
- 230000002787 reinforcement Effects 0.000 claims abstract description 7
- 230000002262 irrigation Effects 0.000 claims description 10
- 238000003973 irrigation Methods 0.000 claims description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 6
- 229920002396 Polyurea Polymers 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 239000011527 polyurethane coating Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000010276 construction Methods 0.000 claims 1
- 239000003381 stabilizer Substances 0.000 claims 1
- 239000003643 water by type Substances 0.000 claims 1
- 230000007246 mechanism Effects 0.000 abstract description 3
- 230000000087 stabilizing effect Effects 0.000 description 11
- 239000002689 soil Substances 0.000 description 5
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000003019 stabilising effect Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a pile foundation for building construction, which comprises a bearing platform and an anti-tensile column, wherein threaded grooves are formed in two sides of the top of the bearing platform, connecting plates are fixedly connected to the bottoms of two sides of the anti-tensile column, bolts penetrate through the surface of each connecting plate, the bottoms of the bolts penetrate through an inner cavity of the threaded grooves, reinforcing rods are fixedly connected to two sides of the top of the bearing platform through connecting blocks, and one end, far away from the bearing platform, of each reinforcing rod is movably connected with a fastening screw rod. According to the utility model, through the matching of the bearing platform, the anti-tensile column, the threaded groove, the connecting plate, the bolt, the reinforcing rod, the fastening screw, the pouring pipe, the pouring seat, the pile column, the reinforcement cage, the reinforcing plate, the trapezoidal column, the supporting column, the base layer, the reinforcing layer, the pouring layer, the waterproof layer and the wear-resistant layer, the pile foundation can be well stabilized through the connecting and reinforcing mechanism after being buried, so that the use efficiency and the practicability of the pile foundation are improved, and the requirements in the current building construction field are met.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a pile foundation for building construction.
Background
The pile foundation is a deep foundation which is formed by connecting the tops of a plurality of piles into a whole through a bearing platform and commonly bears dynamic and static loads, the piles are vertical or inclined foundation components arranged in soil and are used for penetrating through a soft high-compressibility soil layer or water and transmitting the loads borne by the piles to a harder, denser or less-compressible foundation bearing layer, the piles in the pile foundation are generally called foundation piles, the pile foundation is a foundation form which is high in bearing capacity, wide in application range and long in history, along with the improvement of production level and the development of scientific technology, the types, the processes, the design theories, the calculation methods and the application range of pile foundations are greatly developed and widely applied to projects such as high-rise buildings, ports, bridges and the like, but most of the pile foundations used in the field of building construction are single in structure, the connection between each pile and a bearing plate is not stable enough, meanwhile, the piles are relatively independent, so that the integral stability degree is not ideal enough, the stability after the piles are buried is poor, and therefore the pile foundation for building construction with good stability is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a pile foundation for building construction, which has the advantage of good stability and solves the problem of poor stability of the pile foundation for building construction.
In order to achieve the purpose, the utility model provides the following technical scheme: a pile foundation for building construction comprises a bearing platform and an anti-pulling column, wherein threaded grooves are formed in two sides of the top of the bearing platform, connecting plates are fixedly connected to the bottoms of two sides of the anti-pulling column, a bolt penetrates through the surface of each connecting plate, the bottom of the bolt penetrates into an inner cavity of each threaded groove, reinforcing rods are fixedly connected to two sides of the top of the bearing platform through connecting blocks, one end, away from the bearing platform, of each reinforcing rod is movably connected with a fastening screw, one end of each fastening screw is in threaded connection with the inner cavity of the anti-pulling column, two sides of the surface of the bearing platform are communicated with pouring pipes, two sides of the bottom of the bearing platform are fixedly connected with pouring seats, the bottoms of the pouring seats are communicated with pile columns, reinforcing cages are fixedly connected with the inner cavities of the pile columns, reinforcing plates are fixedly connected to two sides of the pile columns, a trapezoidal column is fixedly connected to the bottom of the bearing platform, and a supporting column is fixedly connected to the bottom of the trapezoidal column, the cushion cap includes the basic unit, the top fixedly connected with enhancement layer of basic unit, the top fixedly connected with watering layer of enhancement layer, the top fixedly connected with waterproof layer on watering layer, the top fixedly connected with wearing layer of waterproof layer.
Preferably, the top of the two sides of the support column is fixedly connected with a stabilizing rod, and one end of the stabilizing rod, which is far away from the support column, is fixedly connected with one side, opposite to the pile column.
Preferably, the bottom of the pile is fixedly connected with a stabilizing plate, and the bottom of the supporting column is fixedly connected with a base.
Preferably, the inner cavity of the irrigation seat is fixedly connected with a reinforcing bar, and the diameter of the reinforcing bar is 30 mm.
Preferably, the base layer is made of a prefabricated plate, and the reinforcing layer is made of a steel plate.
Preferably, the material of watering layer is the concrete, the material of waterproof layer is polyurea waterproof coating, the material of wearing layer is polyurethane coating.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the utility model, through the matching of the bearing platform, the anti-tensile column, the threaded groove, the connecting plate, the bolt, the reinforcing rod, the fastening screw, the pouring pipe, the pouring seat, the pile column, the reinforcement cage, the reinforcing plate, the trapezoidal column, the supporting column, the base layer, the reinforcing layer, the pouring layer, the waterproof layer and the wear-resistant layer, the pile foundation can be well stabilized through the connecting and reinforcing mechanism after being buried, so that the use efficiency and the practicability of the pile foundation are improved, and the requirements in the current building construction field are met.
2. According to the utility model, the pile columns can be connected together by arranging the stabilizing rods, so that the mutual independence of the pile columns is avoided, the stability of the pile foundation is further improved, the contact area between the bottom of the pile foundation and the soil can be increased by arranging the stabilizing plates and the base, the overall stability is improved, and the use strength of the irrigation seat can be increased by arranging the reinforcing steel bars.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic front view of the structure of the present invention;
FIG. 3 is a schematic cross-sectional view of the platform of the present invention.
In the figure: 1. a bearing platform; 2. an anti-tensile column; 3. a thread groove; 4. a connecting plate; 5. a bolt; 6. a reinforcing rod; 7. fastening a screw rod; 8. irrigating a pipe; 9. a watering base; 10. pile columns; 11. a reinforcement cage; 12. a reinforcing plate; 13. a trapezoidal column; 14. a support pillar; 101. a base layer; 102. a reinforcing layer; 103. irrigating a layer; 104. a waterproof layer; 105. a wear layer; 15. a stabilizing rod; 16. a stabilizing plate; 17. a base; 18. and (7) reinforcing steel bars.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The components of the present invention are all standard components or components known to those skilled in the art, and the structure and principle thereof can be known to those skilled in the art through technical manuals or through routine experimentation.
Referring to fig. 1-3, a pile foundation for building construction comprises a bearing platform 1 and a tensile column 2, wherein both sides of the top of the bearing platform 1 are provided with threaded grooves 3, both bottoms of both sides of the tensile column 2 are fixedly connected with connecting plates 4, the surface of the connecting plates 4 is connected with bolts 5 in a penetrating manner, the bottoms of the bolts 5 penetrate into the inner cavity of the threaded grooves 3, both sides of the top of the bearing platform 1 are fixedly connected with reinforcing rods 6 through connecting blocks, one end of each reinforcing rod 6, which is far away from the bearing platform 1, is movably connected with a fastening screw 7, one end of each fastening screw 7 is connected with the inner cavity of the tensile column 2 in a threaded manner, both sides of the surface of the bearing platform 1 are communicated with pouring pipes 8, both sides of the bottom of the bearing platform 1 are fixedly connected with pouring seats 9, the bottom of each pouring seat 9 is communicated with a pile column 10, the inner cavity of the pile 10 is fixedly connected with a reinforcement cage 11, both sides of the pile 10 are fixedly connected with reinforcing plates 12, and the bottom of the bearing platform 1 is fixedly connected with a trapezoidal column 13, the bottom of the trapezoidal column 13 is fixedly connected with a supporting column 14, the bearing platform 1 comprises a base layer 101, the top of the base layer 101 is fixedly connected with a reinforcing layer 102, the top of the reinforcing layer 102 is fixedly connected with an irrigation layer 103, the top of the irrigation layer 103 is fixedly connected with a waterproof layer 104, the top of the waterproof layer 104 is fixedly connected with a wear-resistant layer 105, the tops of two sides of the supporting column 14 are both fixedly connected with a stabilizing rod 15, one end of the stabilizing rod 15 far away from the supporting column 14 is fixedly connected with one side opposite to the pile 10, the bottom of the pile 10 is fixedly connected with a stabilizing plate 16, the bottom of the supporting column 14 is fixedly connected with a base 17, an inner cavity of the irrigation seat 9 is fixedly connected with a reinforcing steel bar 18, the diameter of the reinforcing steel bar 18 is 30mm, the base layer 101 is made of a prefabricated plate, the reinforcing layer 102 is made of a steel plate, the irrigation layer 103 is made of concrete, the waterproof layer 104 is made of a polyurea waterproof coating, and the wear-resistant layer 105 is made of a polyurethane coating, by arranging the stabilizing rods 15, the piles 10 can be connected together, the mutual independence of the piles 10 is avoided, the stability of the pile foundation is further improved, by providing the stabilising plates 16 and base 17, the area of contact between the base of the pile foundation and the soil can be increased, and overall stability can be improved, by providing the reinforcing bars 18, the use strength of the pouring seat 9 can be increased, and the pile foundation can be well stabilized through the connection and reinforcement mechanism after being buried through the matching of the bearing platform 1, the tensile column 2, the thread groove 3, the connecting plate 4, the bolt 5, the reinforcing rod 6, the fastening screw 7, the pouring pipe 8, the pouring seat 9, the pile column 10, the reinforcement cage 11, the reinforcing plate 12, the trapezoidal column 13, the supporting column 14, the base layer 101, the reinforcing layer 102, the pouring layer 103, the waterproof layer 104 and the wear-resistant layer 105, therefore, the using efficiency and the practicability of the pile foundation are improved, and the requirements of the current building construction field are met.
When the anti-tensile pile is used, a pile foundation is firstly placed into a pile hole, then soil is buried underground, concrete is poured into an inner cavity of the pouring seat 9 through the pouring pipe 8, the concrete flows into an inner cavity of the pile 10 through the pouring seat 9, then the anti-tensile column 2 is installed at the top of the bearing platform 1 through the connecting plate 4 and the bolt 5, and the connection stability of the anti-tensile column 2 and the bearing platform 1 is further enhanced through the reinforcing rod 6 and the fastening bolt 5.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a pile foundation for construction, includes cushion cap (1) and anti tensile post (2), its characterized in that: threaded grooves (3) are formed in two sides of the top of the bearing platform (1), connecting plates (4) are fixedly connected to the bottoms of two sides of each anti-tensile column (2), bolts (5) penetrate through the surface of each connecting plate (4), the bottoms of the bolts (5) penetrate through the inner cavity of each threaded groove (3), reinforcing rods (6) are fixedly connected to two sides of the top of the bearing platform (1) through connecting blocks, one ends, far away from the bearing platform (1), of the reinforcing rods (6) are movably connected with fastening screws (7), one ends of the fastening screws (7) are in threaded connection with the inner cavity of each anti-tensile column (2), irrigation pipes (8) are communicated with two sides of the surface of the bearing platform (1), irrigation seats (9) are fixedly connected to two sides of the bottom of the bearing platform (1), piles (10) are communicated with the bottoms of the irrigation seats (9), and reinforcement cages (11) are fixedly connected to the inner cavities of the piles (10), the equal fixedly connected with gusset plate (12) in both sides of stake (10), the trapezoidal post of bottom fixedly connected with (13) of cushion cap (1), the bottom fixedly connected with support column (14) of trapezoidal post (13), cushion cap (1) includes basic unit (101), the top fixedly connected with enhancement layer (102) of basic unit (101), the top fixedly connected with of enhancement layer (102) waters layer (103), water top fixedly connected with waterproof layer (104) of layer (103), the top fixedly connected with wearing layer (105) of waterproof layer (104).
2. The pile foundation for building construction according to claim 1, wherein: the top of support column (14) both sides all fixedly connected with stabilizes pole (15), one end that support column (14) were kept away from in steady pole (15) and pile (10) relative one side fixed connection.
3. The pile foundation for building construction according to claim 1, wherein: the bottom fixedly connected with stabilizer plate (16) of stake (10), the bottom fixedly connected with base (17) of support column (14).
4. The pile foundation for building construction according to claim 1, wherein: the inner cavity of the irrigation seat (9) is fixedly connected with a reinforcing steel bar (18), and the diameter of the reinforcing steel bar (18) is 30 mm.
5. The pile foundation for building construction according to claim 1, wherein: the base layer (101) is made of a prefabricated plate, and the reinforcing layer (102) is made of a steel plate.
6. The pile foundation for building construction according to claim 1, wherein: the material of watering layer (103) is the concrete, the material of waterproof layer (104) is polyurea waterproof coating, the material of wearing layer (105) is polyurethane coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121807659.XU CN215562751U (en) | 2021-08-04 | 2021-08-04 | Pile foundation for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121807659.XU CN215562751U (en) | 2021-08-04 | 2021-08-04 | Pile foundation for building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215562751U true CN215562751U (en) | 2022-01-18 |
Family
ID=79832387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121807659.XU Expired - Fee Related CN215562751U (en) | 2021-08-04 | 2021-08-04 | Pile foundation for building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215562751U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114875950A (en) * | 2022-06-27 | 2022-08-09 | 常州工学院 | Anti-seismic building pile |
-
2021
- 2021-08-04 CN CN202121807659.XU patent/CN215562751U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114875950A (en) * | 2022-06-27 | 2022-08-09 | 常州工学院 | Anti-seismic building pile |
| CN114875950B (en) * | 2022-06-27 | 2024-03-01 | 常州工学院 | Anti-seismic building pile |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220118 |