CN216238613U - Strong-stability foundation pile for hydraulic engineering - Google Patents
Strong-stability foundation pile for hydraulic engineering Download PDFInfo
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- CN216238613U CN216238613U CN202121894098.1U CN202121894098U CN216238613U CN 216238613 U CN216238613 U CN 216238613U CN 202121894098 U CN202121894098 U CN 202121894098U CN 216238613 U CN216238613 U CN 216238613U
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- foundation pile
- annular frame
- clamping block
- wall
- pile body
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- 230000007246 mechanism Effects 0.000 claims abstract description 25
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 16
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 16
- 241001330002 Bambuseae Species 0.000 claims description 16
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 16
- 239000011425 bamboo Substances 0.000 claims description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 11
- 238000005728 strengthening Methods 0.000 claims description 5
- 238000000465 moulding Methods 0.000 claims 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 description 13
- 238000000034 method Methods 0.000 description 3
- 241000282414 Homo sapiens Species 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 238000001363 water suppression through gradient tailored excitation Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a foundation pile with strong stability for hydraulic engineering, which comprises a bearing platform, a main foundation pile and an auxiliary foundation pile, wherein the main foundation pile is arranged at the center of the bottom of the bearing platform, the main foundation pile comprises a foundation pile body and a steel bar cylinder arranged in the foundation pile body, an inner supporting frame is arranged in the steel bar cylinder, and an outer reinforcing mechanism extending to the outer side of the foundation pile body is arranged on the outer wall of the steel bar cylinder. According to the utility model, the outer wall of the reinforcing steel tube is provided with the outer reinforcing mechanism extending to the outer side of the foundation pile body, so that the foundation pile body can be reinforced, the strength of the foundation pile body is improved, and the outer reinforcing mechanism comprises the second annular frame, the first clamping block and the second clamping block are clamped in the inner wall of the pile hole, so that the foundation pile body is assisted and limited, the vertical offset settlement of the foundation pile body is prevented, and the stability of the foundation pile body is further improved.
Description
Technical Field
The utility model relates to the technical field of foundation piles, in particular to a foundation pile with high stability for hydraulic engineering.
Background
Hydraulic engineering is an engineering built for controlling and allocating surface water and underground water in nature to achieve the purposes of removing harmful substances and benefiting. Also known as water engineering. Water is a valuable resource essential for human production and life, but its naturally occurring state does not completely meet the needs of human beings. Only when hydraulic engineering is built, water flow can be controlled, flood disasters are prevented, and water quantity is adjusted and distributed to meet the requirements of people on water resources in life and production. Hydraulic engineering needs to build various types of hydraulic buildings such as dams, dikes, spillways, water gates, water inlets, channels, transition troughs, rafts, fishways and the like so as to achieve the aims.
Present foundation pile for hydraulic engineering, the single reinforcing bar section of thick bamboo cooperation concrete placement that adopts forms, and its stability is lower, and the lower easy deformation of intensity of a reinforcing bar section of thick bamboo on the one hand, on the other hand foundation pile easily takes place to subside, so can not satisfy user's demand.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a foundation pile with strong stability for hydraulic engineering, wherein an outer reinforcing mechanism extending to the outer side of a foundation pile body is arranged on the outer wall of a reinforcing steel cylinder, the foundation pile body can be reinforced, the strength of the foundation pile body is improved, and the outer reinforcing mechanism comprises a second annular frame, a first clamping block and a second clamping block, the first clamping block and the second clamping block are clamped in pile holes, so that the foundation pile body is limited in an auxiliary manner, the foundation pile body is prevented from being deflected and settled up and down, and the stability of the foundation pile is further improved.
In order to achieve the purpose, the utility model adopts the following technical scheme: hydraulic engineering is with strong foundation pile of stability, including plummer, main foundation pile and supplementary foundation pile, the bottom center department of plummer is provided with main foundation pile, main foundation pile includes the foundation pile body and sets up at this internal reinforcing bar section of thick bamboo of foundation pile, be provided with inner supporting frame in the reinforcing bar section of thick bamboo, be provided with the outer strengthening mechanism who extends to the foundation pile body outside on the reinforcing bar section of thick bamboo outer wall.
As a further description of the above technical solution:
the inner support frame comprises a first annular frame and a cross support frame, the cross support frame is welded in the first annular frame, and the first annular frame is welded on the inner wall of the steel bar barrel.
As a further description of the above technical solution:
the outer reinforcing mechanism comprises a second annular frame, first fixture blocks and second fixture blocks, the second annular frame is welded on the outer wall of the steel bar barrel, the first fixture blocks are arranged on the outer wall of the second annular frame, the first fixture blocks are provided with a plurality of parts, the first fixture blocks of the plurality of parts are distributed on the outer wall of the second annular frame in an annular mode, and the second fixture blocks are arranged between the two adjacent first fixture blocks.
As a further description of the above technical solution:
the outside that the plummer lower surface is located main foundation pile is provided with assists the foundation pile, assist the foundation pile and be provided with a plurality of altogether, and a plurality of assists the foundation pile and be the equidistant distribution of annular.
As a further description of the above technical solution:
the second annular frame, the first clamping block and the second clamping block are of a pouring integrated forming structure.
As a further description of the above technical solution:
the inner support frames are arranged in a plurality of numbers, the inner support frames are positioned on the same vertical line, and the distance between every two adjacent inner support frames is equal.
As a further description of the above technical solution:
the outer reinforcing mechanisms are arranged on the same vertical line, and the distance between every two adjacent outer reinforcing mechanisms is equal.
The utility model provides a foundation pile with strong stability for hydraulic engineering. The method has the following beneficial effects:
(1) this foundation pile that stability is strong for hydraulic engineering is provided with the outer strengthening mechanism who extends to the foundation pile body outside on the reinforcing bar section of thick bamboo outer wall, can consolidate the foundation pile body, improves its intensity, and secondly outer strengthening mechanism includes second annular frame, first fixture block and second fixture block, through first fixture block and second fixture block in stake downthehole wall, assists spacingly to the foundation pile body, prevents that it from taking place the skew to subside from top to bottom, further improves its stability.
(2) This foundation pile that stability is strong for hydraulic engineering is provided with the inner support frame in a reinforcing bar section of thick bamboo, including first annular frame and cross support frame, the cross support frame welding can be consolidated a reinforcing bar section of thick bamboo in first annular frame through the setting of inner support frame, improves the intensity of its reinforcing bar section of thick bamboo, prevents that a reinforcing bar section of thick bamboo from taking place deformation and damaging to this foundation pile for hydraulic engineering stability uses has been improved.
Drawings
Fig. 1 is a front view of a strong stability foundation pile for hydraulic engineering according to the present invention;
fig. 2 is a schematic cross-sectional view of a main foundation pile according to the present invention;
FIG. 3 is a schematic structural view of the inner bracket of the present invention;
fig. 4 is a schematic structural diagram of the middle and outer reinforcing mechanisms of the present invention.
Illustration of the drawings:
1. a bearing table; 2. a main foundation pile; 21. a foundation pile body; 22. a reinforcing steel bar cylinder; 23. an inner support frame; 231. a first annular frame; 232. a cross support frame; 24. an outer reinforcement mechanism; 241. a second annular frame; 242. a first clamping block; 243. a second fixture block; 3. and (5) auxiliary foundation piles.
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.
The first embodiment is as follows: referring to fig. 1-4, hydraulic engineering is with strong foundation pile of stability, including plummer 1, main foundation pile 2 and auxiliary foundation pile 3, the bottom center department of plummer 1 is provided with main foundation pile 2, and main foundation pile 2 includes foundation pile body 21 and sets up a steel reinforcement section of thick bamboo 22 in foundation pile body 21, is provided with inner support frame 23 in the steel reinforcement section of thick bamboo 22, is provided with outer strengthening mechanism 24 that extends to the foundation pile body 21 outside on the steel reinforcement section of thick bamboo 22 outer wall.
Example two: referring to fig. 2 and 3, the inner support frame 23 includes a first annular frame 231 and a cross support frame 232, the cross support frame 232 is welded in the first annular frame 231, the first annular frame 231 is welded on the inner wall of the steel bar cylinder 22, the inner support frame 23 is provided with a plurality of inner support frames 23, the inner support frames 23 are located on the same vertical line, the distance between two adjacent inner support frames 23 is equal, the inner support frames 23 are arranged to strengthen the steel bar cylinder 22, and the steel bar cylinder 22 is prevented from being deformed and damaged in the using process, so that the stability of the foundation pile with strong stability for the hydraulic engineering is improved.
Example three: referring to fig. 2 and 4, the outer reinforcement mechanism 24 includes a second annular frame 241, a first fixture block 242 and a second fixture block 243, the second annular frame 241 is welded on the outer wall of the reinforcement cylinder 22, the outer wall of the second annular frame 241 is provided with the first fixture block 242, the first fixture block 242 is provided with a plurality of first fixture blocks 242, the plurality of first fixture blocks 242 are annularly distributed on the outer wall of the second annular frame 241, the second fixture block 243 is arranged between two adjacent first fixture blocks 242, the second annular frame 241, the first fixture block 242 and the second fixture block 243 are of a cast and integrated structure, the outer reinforcement mechanism 24 is provided with a plurality of outer reinforcement mechanisms 24, the plurality of outer reinforcement mechanisms 24 are positioned on the same vertical line, the distance between two adjacent outer reinforcement mechanisms 24 is equal, the arrangement of the second annular frame 241 in the outer reinforcement mechanism 24 can further reinforce the reinforcement cylinder 22, the strength of the reinforcement cylinder 22 is improved, the arrangement of the first fixture blocks 242 and the second fixture block 243, in the use process, inlay and locate on stake hole inner wall, carry out spacingly to main foundation pile 2, prevent that it from sending subsides from top to bottom.
Example four: referring to fig. 1, the outside that the 1 lower surface of plummer is located main foundation pile 2 is provided with assists foundation pile 3, assists foundation pile 3 to be provided with a plurality of altogether, and a plurality of assists foundation pile 3 to be the equidistant distribution of annular, through main foundation pile 2 and the setting of assisting foundation pile 3, can carry out further spacing support to plummer 1, improves the stability of plummer 1.
In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the utility model. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and equivalent alternatives or modifications according to the technical solution of the present invention and the inventive concept thereof should be covered by the scope of the present invention.
Claims (7)
1. Strong foundation pile of stability for hydraulic engineering, including plummer (1), main foundation pile (2) and auxiliary foundation pile (3), its characterized in that, the bottom center department of plummer (1) is provided with main foundation pile (2), main foundation pile (2) are including foundation pile body (21) and a steel bar section of thick bamboo (22) of setting in foundation pile body (21), be provided with inner support frame (23) in steel bar section of thick bamboo (22), be provided with outer strengthening mechanism (24) that extend to foundation pile body (21) outside on steel bar section of thick bamboo (22) outer wall.
2. The foundation pile with high stability for the water conservancy project according to claim 1, wherein the inner support frame (23) comprises a first annular frame (231) and a cross support frame (232), the cross support frame (232) is welded in the first annular frame (231), and the first annular frame (231) is welded on the inner wall of the steel bar barrel (22).
3. The foundation pile with high stability for the hydraulic engineering according to claim 1, wherein the outer reinforcing mechanism (24) comprises a second annular frame (241), a first clamping block (242) and a second clamping block (243), the second annular frame (241) is welded on the outer wall of the steel bar barrel (22), the first clamping block (242) is arranged on the outer wall of the second annular frame (241), the first clamping block (242) is provided with a plurality of clamping blocks, the first clamping blocks (242) are annularly distributed on the outer wall of the second annular frame (241), and the second clamping block (243) is arranged between two adjacent first clamping blocks (242).
4. The foundation pile with high stability for hydraulic engineering according to claim 1, wherein auxiliary foundation piles (3) are arranged on the outer side of the main foundation pile (2) on the lower surface of the bearing platform (1), a plurality of auxiliary foundation piles (3) are arranged, and the plurality of auxiliary foundation piles (3) are distributed in an annular shape at equal intervals.
5. The foundation pile with high stability for the water conservancy project according to claim 3, wherein the second annular frame (241), the first clamping block (242) and the second clamping block (243) are of a pouring and integral molding structure.
6. The foundation pile with high stability for the water conservancy project according to claim 1, wherein a plurality of inner support frames (23) are arranged, the inner support frames (23) are positioned on the same vertical line, and the distance between every two adjacent inner support frames (23) is equal.
7. The foundation pile with high stability for the water conservancy project according to claim 1, wherein a plurality of the outer reinforcing mechanisms (24) are arranged, the outer reinforcing mechanisms (24) are positioned on the same vertical line, and the distance between every two adjacent outer reinforcing mechanisms (24) is equal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121894098.1U CN216238613U (en) | 2021-08-13 | 2021-08-13 | Strong-stability foundation pile for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121894098.1U CN216238613U (en) | 2021-08-13 | 2021-08-13 | Strong-stability foundation pile for hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216238613U true CN216238613U (en) | 2022-04-08 |
Family
ID=80979703
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121894098.1U Withdrawn - After Issue CN216238613U (en) | 2021-08-13 | 2021-08-13 | Strong-stability foundation pile for hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216238613U (en) |
-
2021
- 2021-08-13 CN CN202121894098.1U patent/CN216238613U/en not_active Withdrawn - After Issue
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220725 Address after: 610000 room 1709, 17th floor, unit 3, building 1, No. 48, yingmenkou Road, Jinniu District, Chengdu, Sichuan Province Patentee after: Sichuan Xiahe water conservancy and Hydropower Engineering Co.,Ltd. Address before: 510000 room 117, building 1, No. 12, Jishan kengwei Road, Tianhe District, Guangzhou City, Guangdong Province Patentee before: Zhou Haocheng |
|
| TR01 | Transfer of patent right | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 610000 room 1709, 17th floor, unit 3, building 1, No. 48, yingmenkou Road, Jinniu District, Chengdu, Sichuan Province Patentee after: Zhongke Yongjian Construction Group Co.,Ltd. Address before: 610000 room 1709, 17th floor, unit 3, building 1, No. 48, yingmenkou Road, Jinniu District, Chengdu, Sichuan Province Patentee before: Sichuan Xiahe water conservancy and Hydropower Engineering Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20220408 Effective date of abandoning: 20240412 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20220408 Effective date of abandoning: 20240412 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |