CN219637943U - Hydraulic engineering foundation pile - Google Patents
Hydraulic engineering foundation pile Download PDFInfo
- Publication number
- CN219637943U CN219637943U CN202320232239.6U CN202320232239U CN219637943U CN 219637943 U CN219637943 U CN 219637943U CN 202320232239 U CN202320232239 U CN 202320232239U CN 219637943 U CN219637943 U CN 219637943U
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- China
- Prior art keywords
- foundation pile
- hydraulic engineering
- pile main
- connecting rod
- main part
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Links
- 238000001125 extrusion Methods 0.000 claims abstract description 28
- 230000007246 mechanism Effects 0.000 claims abstract description 5
- 210000001503 joint Anatomy 0.000 claims description 28
- 230000000694 effects Effects 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 31
- 238000010276 construction Methods 0.000 abstract description 10
- 230000001174 ascending effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000013011 mating Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a hydraulic engineering foundation pile which comprises a foundation pile main body and a fixing plate, wherein the fixing plate is fixed on the inner side of the foundation pile main body, a through groove is formed in the fixing plate, a connecting rod penetrates through the middle of the fixing plate, a first concave groove is formed in the upper end of the connecting rod, and a limiting mechanism is arranged at the lower end of the connecting rod. This hydraulic engineering foundation pile, the swivelling joint pole makes the connecting rod drive extrusion piece extrusion spacing bolt, and spacing bolt gradually shifts out foundation pile main part along with the downwardly moving of extrusion piece and inserts the soil layer, makes foundation pile main part rely on the resistance that spacing bolt inserted the soil layer to resist ascending power, when making construction hydraulic engineering building, need not trade the stake, the foundation pile of the hydraulic engineering of being convenient for is quick to finish, through the rotatory connecting plate of second indent groove at this moment, makes foundation pile main part rotatory get into the soil layer, makes the staff need not to use the stake hammer to strike the foundation pile main part with force, makes hydraulic engineering foundation pile be convenient for install.
Description
Technical Field
The utility model relates to the technical field of foundation piles, in particular to a hydraulic engineering foundation pile.
Background
The hydraulic engineering foundation pile is a foundation pile for hydraulic engineering construction, when the upper soil layer is weak and cannot meet the bearing capacity and deformation requirements of the hydraulic engineering construction, and a better soil layer exists at the lower part, the pile is used for penetrating through the weak soil layer, and the load of the hydraulic engineering construction is transferred to the soil layer with stronger bearing capacity at the lower part, so that the rigidity of the foundation is improved;
when the hydraulic engineering construction is built, foundation piles are required to be installed in the soil layer in advance, when the foundation piles are installed in the soil layer and bear upward force, the foundation piles are required to be replaced by anti-pulling piles when the upward force is resisted by the negative friction around the pile rod, and due to the fact that manpower and material resources are wasted in the pile replacement process, original soil pits are easy to damage, and the foundation piles of the hydraulic engineering are inconvenient to finish quickly when the hydraulic engineering construction is built.
Disclosure of Invention
The utility model aims to provide a hydraulic engineering foundation pile, which aims to solve the problem that the foundation pile of the hydraulic engineering is inconvenient to finish rapidly when the pile is replaced in the construction of the hydraulic engineering in the current market, which is proposed by the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a hydraulic engineering foundation pile, includes foundation pile main part and fixed plate, the inboard of foundation pile main part is fixed with the fixed plate, and the inside of fixed plate has seted up logical groove, the middle part of fixed plate runs through there is the connecting rod, and first indent has been seted up to the upper end of connecting rod, the lower extreme of connecting rod is provided with stop gear, and stop gear is including extrusion piece, stop bolt, ball and spacing spring, the lower extreme of connecting rod is fixed with extrusion piece.
Preferably, the interior of foundation pile main part runs through there is the spacing bolt, and the spacing bolt is close to the one side of extrusion piece and ball activity butt joint.
Preferably, the ball is attached to the extrusion block, and a limit spring is sleeved between the limit bolt and the foundation pile main body.
Preferably, two ends of the limiting spring are respectively fixed with the limiting bolt and the foundation pile main body.
Preferably, a butt joint groove is formed in the upper side of the foundation pile main body, and the butt joint groove is in butt joint with the butt joint block.
Preferably, a connecting plate is fixed on the upper side of the butt joint block.
Preferably, a second concave groove is formed in the upper side of the connecting plate.
Compared with the prior art, the utility model has the beneficial effects that: this hydraulic engineering foundation pile, the swivelling joint pole makes the connecting rod drive extrusion piece extrusion spacing bolt, and spacing bolt gradually shifts out foundation pile main part along with the downwardly moving of extrusion piece and inserts the soil layer, makes foundation pile main part rely on the resistance that spacing bolt inserted the soil layer to resist ascending power, when making construction hydraulic engineering building, need not trade the stake, the foundation pile of the hydraulic engineering of being convenient for is quick to finish, through the rotatory connecting plate of second indent groove at this moment, makes foundation pile main part rotatory get into the soil layer, makes the staff need not to use the stake hammer to strike the foundation pile main part with force, makes hydraulic engineering foundation pile be convenient for install.
1. When the hydraulic engineering foundation pile is used for building a hydraulic engineering building, the foundation pile main body is installed inside a soil layer, the connecting rod is rotated through the first concave groove, the connecting rod drives the extrusion block to extrude the limit bolt, when the limit bolt is extruded with the extrusion block, the limit bolt gradually moves out of the foundation pile main body along with the downward movement of the extrusion block to be inserted into the soil layer, after the foundation pile main body is installed in the soil layer, the upward force is resisted by the resistance of the limit bolt inserted into the soil layer, so that the foundation pile is not required to be replaced when the hydraulic engineering building is built, and the foundation pile of the hydraulic engineering is convenient to finish quickly;
2. this hydraulic engineering foundation pile, when hydraulic engineering foundation pile gets into the soil layer, dock butt joint piece and butt joint groove, through second indent groove swivelling joint board this moment, make foundation pile main part rotatory entering soil layer, make the staff need not to use the stake hammer to strike foundation pile main part hard, make hydraulic engineering foundation pile be convenient for install.
Drawings
FIG. 1 is a schematic diagram of a novel structure of the present utility model in front view;
FIG. 2 is a schematic top view cross-sectional structure of the present utility model;
FIG. 3 is a schematic diagram of a front cross-sectional structure of a spacing mechanism of the present utility model;
FIG. 4 is a schematic cross-sectional elevation view of a mating groove and a mating block of the present utility model.
In the figure: 1. a foundation pile main body; 2. a fixing plate; 3. a through groove; 4. a connecting rod; 5. a first concave groove; 6. a limiting mechanism; 61. extruding a block; 62. a limit bolt; 63. a ball; 64. a limit spring; 7. a butt joint groove; 8. a butt joint block; 9. a connecting plate; 10. and a second concave groove.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, the present utility model provides a technical solution: the utility model provides a hydraulic engineering foundation pile, including foundation pile main part 1 and fixed plate 2, the inboard of foundation pile main part 1 is fixed with fixed plate 2, and logical groove 3 has been seted up to the inside of fixed plate 2, connecting rod 4 has been run through at the middle part of fixed plate 2, and first indent 5 has been seted up to the upper end of connecting rod 4, the lower extreme of connecting rod 4 is provided with stop gear 6, and stop gear 6 is including extrusion piece 61, stop cock 62, ball 63 and stop spring 64, the lower extreme of connecting rod 4 is fixed with extrusion piece 61, the inside of foundation pile main part 1 runs through has stop cock 62, and one side that stop cock 62 is close to extrusion piece 61 is with ball 63 activity butt joint, ball 63 is laminated mutually with extrusion piece 61, stop cock 64 has been cup jointed between stop cock 62 and the foundation pile main part 1, stop spring 64's both ends are fixed mutually with stop cock 62 and foundation pile main part 1 respectively, connecting rod 4 is threaded connection with fixed plate 2.
When a hydraulic engineering building is constructed, the limit bolt 62 is retracted into the foundation pile main body 1 under the action of the limit spring 64, the connecting plate 9 is taken down from the upper side of the foundation pile main body 1, the foundation pile main body 1 is installed in a soil layer, the connecting rod 4 is rotated through the first concave groove 5 and is in threaded connection with the fixed plate 2 through the connecting rod 4, the connecting rod 4 moves downwards, the connecting rod 4 drives the extrusion block 61 to extrude the limit bolt 62, and when the limit bolt 62 is extruded with the extrusion block 61, friction between the limit bolt 62 and the extrusion block 61 is reduced through the installed ball 63;
when the extrusion block 61 and the limit bolt 62 extrude, the limit bolt 62 gradually moves out of the foundation pile main body 1 along with the downward movement of the extrusion block 61 to be inserted into a soil layer, so that the foundation pile main body 1 can bear upward force after being installed on the soil layer, the upward force is resisted by the resistance of the limit bolt 62 inserted into the soil layer, concrete is poured into the foundation pile main body 1 through the through groove 3, the integral strength of a hydraulic engineering foundation pile is increased, the pile replacement is not needed when the hydraulic engineering construction is carried out, and the foundation pile of the hydraulic engineering is convenient to finish quickly when the hydraulic engineering construction is carried out.
The butt joint groove 7 has been seted up to the upside of foundation pile main part 1, and butt joint groove 7 dock with butt joint piece 8 relatively, and the upside of butt joint piece 8 is fixed with connecting plate 9, and second sunken groove 10 has been seted up to the upside of connecting plate 9, and the cross-sectional dimension of butt joint groove 7 and the cross-sectional dimension phase-match of butt joint piece 8, and the outside of foundation pile main part 1 is equipped with the screw thread.
When the hydraulic engineering foundation pile enters the soil layer, the butt joint block 8 is in butt joint with the butt joint groove 7, the connecting plate 9 is rotated through the second concave groove 10, threads are arranged on the outer side of the foundation pile body 1, the foundation pile body 1 is rotated to enter the soil layer, a worker does not need to use a pile hammer to forcefully strike the foundation pile body 1, and the hydraulic engineering foundation pile is convenient to install.
In summary, when the hydraulic engineering building is constructed, the foundation pile main body 1 is installed inside the soil layer, the connecting rod 4 is rotated through the first concave groove 5, the limiting bolt 62 is extruded by the extrusion block 61, the limiting bolt 62 gradually moves out of the foundation pile main body 1 along with the downward movement of the extrusion block 61 to be inserted into the soil layer, after the foundation pile main body 1 is installed on the soil layer, the upward force is resisted by the resistance of the limiting bolt 62 inserted into the soil layer, when the hydraulic engineering building is constructed, the foundation pile of the hydraulic engineering is not required to be replaced, when the hydraulic engineering building is constructed, the foundation pile of the hydraulic engineering is convenient to quickly finish, when the hydraulic engineering foundation pile enters the soil layer, the butt joint block 8 is abutted with the butt joint groove 7, at this time, the foundation pile main body 1 is rotated into the soil layer through the second concave groove 10, the foundation pile main body 1 is knocked by workers without using a pile hammer, and the hydraulic engineering foundation pile is convenient to install.
Although the present utility model has been described with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements and changes may be made without departing from the spirit and principles of the present utility model.
Claims (7)
1. The utility model provides a hydraulic engineering foundation pile, includes foundation pile main part (1) and fixed plate (2), its characterized in that:
the foundation pile is characterized in that a fixing plate (2) is fixed on the inner side of the foundation pile body (1), a through groove (3) is formed in the fixing plate (2), a connecting rod (4) penetrates through the middle of the fixing plate (2), a first concave groove (5) is formed in the upper end of the connecting rod (4), a limiting mechanism (6) is arranged at the lower end of the connecting rod (4), the limiting mechanism (6) comprises an extrusion block (61), a limiting bolt (62), a ball (63) and a limiting spring (64), and the extrusion block (61) is fixed at the lower end of the connecting rod (4).
2. A hydraulic engineering foundation pile according to claim 1, wherein: the inside of foundation pile main part (1) runs through has spacing bolt (62), and one side that spacing bolt (62) are close to extrusion piece (61) is with ball (63) activity butt joint.
3. A hydraulic engineering foundation pile according to claim 2, wherein: the ball (63) is attached to the extrusion block (61), and a limiting spring (64) is sleeved between the limiting bolt (62) and the foundation pile main body (1).
4. A hydraulic engineering foundation pile according to claim 3, wherein: both ends of the limit spring (64) are respectively fixed with the limit bolt (62) and the foundation pile main body (1).
5. A hydraulic engineering foundation pile according to claim 3, wherein: the upper side of the foundation pile main body (1) is provided with a butt joint groove (7), and the butt joint groove (7) is in butt joint with the butt joint block (8).
6. A hydraulic engineering foundation pile according to claim 5, wherein: a connecting plate (9) is fixed on the upper side of the butt joint block (8).
7. A hydraulic engineering foundation pile according to claim 6, wherein: the upper side of the connecting plate (9) is provided with a second concave groove (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320232239.6U CN219637943U (en) | 2023-02-16 | 2023-02-16 | Hydraulic engineering foundation pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320232239.6U CN219637943U (en) | 2023-02-16 | 2023-02-16 | Hydraulic engineering foundation pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219637943U true CN219637943U (en) | 2023-09-05 |
Family
ID=87812169
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320232239.6U Active CN219637943U (en) | 2023-02-16 | 2023-02-16 | Hydraulic engineering foundation pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219637943U (en) |
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2023
- 2023-02-16 CN CN202320232239.6U patent/CN219637943U/en active Active
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