CN219621791U - Novel pile plate retaining wall structure - Google Patents
Novel pile plate retaining wall structure Download PDFInfo
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- CN219621791U CN219621791U CN202320738748.6U CN202320738748U CN219621791U CN 219621791 U CN219621791 U CN 219621791U CN 202320738748 U CN202320738748 U CN 202320738748U CN 219621791 U CN219621791 U CN 219621791U
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- pile
- fixedly connected
- baffle
- straight
- soil pressure
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Abstract
The utility model discloses a novel pile plate retaining wall structure, and relates to the technical field of retaining walls; the utility model solves the problems that the pile body is easily stressed due to the fact that the water pressure is transmitted to the pile body in a concentrated load mode, the pile body is required to bear larger soil pressure, the pile body is easy to bear overlarge force, the pile comprises an inclined pile, one end of the inclined pile is fixedly connected with a first straight pile, the other end of the inclined pile is fixedly connected with a waist beam, the top of the waist beam is fixedly connected with a second straight pile, one end of the second straight pile is fixedly connected with a top beam, one side of the inclined pile is fixedly connected with a first baffle, and one side of the second straight pile is fixedly connected with a second baffle; according to the utility model, through the inclined arrangement of the inclined piles, the post-pile soil pressure can be greatly reduced, through the arrangement of the unloading plates, the distribution of post-pile soil pressure is changed, the post-pile soil pressure is reduced, through the arrangement of the reverse pressing plates, the size of the post-pile soil passive soil pressure is increased, the embedding condition of the piles is reduced, and the deformation of the supporting and retaining structure is reduced.
Description
Technical Field
The utility model relates to the technical field of retaining walls, in particular to a novel pile plate retaining wall structure.
Background
The pile plate retaining wall is an enclosure structure formed by pile bodies and retaining walls, and needs to be subjected to foundation pit enclosure or safety protection in the construction process in the processes of building construction, water conservancy construction and the like.
Most of the existing pile plate retaining wall structures are straight piles, and are required to bear larger post-pile soil pressure, and when the plum rain season or the rainwater amount is larger, water pressure is transmitted to the pile body in a concentrated load mode, so that the pile body is easily stressed too much to cause damage.
In view of the above, the inventor proposes a novel pile-plate retaining wall structure for solving the above problems.
Disclosure of Invention
In order to solve the problems that the pile body is easily stressed due to the fact that the water pressure is transmitted to the pile body in a concentrated load mode and the pile body needs to bear larger soil pressure after the pile is carried out; the utility model aims to provide a novel pile plate retaining wall structure.
In order to solve the technical problems, the utility model adopts the following technical scheme: including the batter pile, the one end fixedly connected with first straight stake of batter pile, the other end fixedly connected with waist rail of batter pile, the top fixedly connected with second straight stake of waist rail, the one end fixedly connected with back timber of second straight stake, one side fixedly connected with first baffle of batter pile, one side fixedly connected with second baffle of second straight stake, through the slope setting of batter pile, can reduce the soil pressure behind the stake greatly, the stake can be the straight stake also can be the batter pile, also can be the combination of straightness, the stake can reduce the soil pressure behind the stake greatly.
Preferably, an unloading plate is fixedly connected to one side of the waist beam, an unloading cantilever beam is fixedly connected to one side of the waist beam, distribution of post-pile soil pressure is changed through arrangement of the unloading plate, post-pile soil pressure is reduced, the unloading plate is prefabricated and cast-in-situ, one end of the unloading cantilever beam is fixedly connected with the bottom of the unloading plate, a reverse pressing plate is fixedly connected to the top of the unloading plate, the size of the passive soil pressure before the pile is increased through arrangement of the reverse pressing plate, embedding conditions of the pile are reduced, deformation of a retaining structure is reduced, an anchor rope is vertically arranged on the unloading platform, overturning moment of the retaining structure is increased, a self-stabilizing high-performance slope retaining structure is formed, threaded rods are fixedly connected to two ends of the bottom of the reverse pressing plate, threaded rods are connected with threaded cylinders on the outer surfaces of the threaded rods, the threaded rods are used for installing threaded cylinders, one ends of the threaded cylinders are rotatably connected with extension rods, one ends of the extension rods are fixedly connected with deep embedding rods, and the height of the deep embedding rods can be adjusted through rotation of the threaded cylinders, and accordingly the depth embedding height of the device can be adjusted according to the conditions of the depth embedding height of the extension rods.
Preferably, the water hole has been seted up to one side of first baffle, the quantity of water hole is provided with a plurality of, through the setting of water hole, makes things convenient for the discharge of rainwater, prevent that the rainwater from accumulating, reduces the water pressure that first baffle received, increases the life of device, the opposite side fixedly connected with of second straight pile is green plants the baffle, the wash port has been seted up to one side of green baffle, through the setting of green baffle of planting, the space between green baffle and the second baffle can be used for planting green planting, increases greening area, and planting soil is laid to the upper strata in space between green baffle and the second baffle, and the rubble is laid to the bottom, the inlet opening has been seted up to one side of second baffle, the quantity of inlet opening is provided with a plurality of, and the setting of wash port and inlet opening makes things convenient for the rainwater to get into and discharge, and the inlet opening is used for leading in the rainwater to the space between green baffle and the second baffle, and the wash port is discharged unnecessary rainwater.
Compared with the prior art, the utility model has the beneficial effects that:
1. by means of the inclined arrangement of the inclined piles, the soil pressure behind the piles can be greatly reduced, the distribution of the soil pressure behind the piles is changed by means of the arrangement of the unloading plates, the soil pressure behind the piles is reduced, the passive soil pressure of the soil in front of the piles is increased by means of the arrangement of the counter-pressure plates, the embedding conditions of the piles are reduced, and the deformation of the supporting and retaining structure is reduced;
2. through the arrangement of the water through holes, the rainwater is conveniently discharged, the rainwater is prevented from accumulating, the water pressure born by the first baffle is reduced, and the service life of the device is prolonged;
3. through the setting of green baffle of planting, the space of planting between baffle and the second baffle in green can be used for planting green planting, increases the afforestation area, and the setting of wash port and inlet opening makes things convenient for the entering and the discharge of rainwater.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic diagram of the overall structure of the present utility model.
Fig. 2 is a schematic structural view of the unloading plate of the present utility model.
Fig. 3 is a schematic structural view of a green plant baffle plate of the present utility model.
Fig. 4 is a schematic structural view of a second baffle plate according to the present utility model.
In the figure: 1. inclined piles; 2. a first straight pile; 3. waist beam; 4. a second straight pile; 5. a top beam; 6. a first baffle; 7. a second baffle; 8. an unloading plate; 9. unloading the cantilever beam; 10. a counter plate; 11. a threaded rod; 12. a thread cylinder; 13. an extension rod; 14. deeply burying a rod; 15. a water through hole; 16. a green planting baffle plate; 17. a drain hole; 18. and a water inlet hole.
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.
As shown in fig. 1-4, the utility model provides a novel pile plate retaining wall structure, which comprises an inclined pile 1, wherein one end of the inclined pile 1 is fixedly connected with a first straight pile 2, the other end of the inclined pile 1 is fixedly connected with a waist beam 3, the top of the waist beam 3 is fixedly connected with a second straight pile 4, one end of the second straight pile 4 is fixedly connected with a top beam 5, one side of the inclined pile 1 is fixedly connected with a first baffle 6, one side of the second straight pile 4 is fixedly connected with a second baffle 7, and through the inclined arrangement of the inclined pile 1, the post-pile soil pressure can be greatly reduced, the pile can be a straight pile or an inclined pile, the pile below the bottom line of a straight-inclined combined slope is a straight pile, the inclined pile above the bottom line of the slope is an inclined pile, and the post-pile soil pressure can be greatly reduced.
One side of the waist beam 3 is fixedly connected with an unloading plate 8, and one side of the waist beam 3 is fixedly connected with an unloading cantilever beam 9.
By adopting the technical scheme, the distribution of post-pile soil pressure is changed and post-pile soil pressure is reduced by arranging the unloading plate 8, and the unloading plate 8 can be prefabricated and cast-in-situ.
One end of the unloading cantilever beam 9 is fixedly connected with the bottom of the unloading plate 8, and the top of the unloading plate 8 is fixedly connected with a back pressure plate 10.
Through adopting above-mentioned technical scheme, through the setting of back pressure board 10, increase the size of the preceding soil passive soil pressure of stake, reduced the condition of inlaying of stake, reduced the deformation of retaining structure, the vertical anchor rope that sets up on the off-load platform increases the anti-overturning moment of retaining structure, forms a self-stabilizing high performance side slope retaining structure.
Threaded rods 11 are fixedly connected to two ends of the bottom of the counter plate 10, and threaded barrels 12 are connected to the outer surfaces of the threaded rods 11 in a threaded mode.
By adopting the above technical scheme, threaded rod 11 is used for installing screw thread section of thick bamboo 12, and screw thread section of thick bamboo 12 is used for installing extension rod 13.
One end of the threaded cylinder 12 is rotatably connected with an extension rod 13, and one end of the extension rod 13 is fixedly connected with a deep buried rod 14.
By adopting the technical scheme, the height of the deep buried rod 14 can be adjusted by rotating the threaded cylinder 12, so that the device can adjust the height of the deep buried rod 14 according to the construction condition.
One side of the first baffle 6 is provided with water holes 15, and the number of the water holes 15 is provided with a plurality of water holes.
Through adopting above-mentioned technical scheme, through the setting of limbers 15, make things convenient for the discharge of rainwater, prevent that the rainwater from accumulating, reduce the water pressure that first baffle 6 received, increase the life of device.
The other side of the second straight pile 4 is fixedly connected with a green planting baffle 16, and a drain hole 17 is formed in one side of the green planting baffle 16.
Through adopting above-mentioned technical scheme, through the setting of green baffle 16 of planting, the space of planting between baffle 16 and the second baffle 7 in green can be used for planting green planting, increases the afforestation area, and planting soil is laid on the upper strata in the space between green baffle 16 and the second baffle 7, and the rubble is laid to the bottom.
One side of the second baffle 7 is provided with water inlets 18, and the number of the water inlets 18 is provided with a plurality of water inlets.
Through adopting above-mentioned technical scheme, the setting of wash port 17 and inlet port 18 makes things convenient for the entering and the discharge of rainwater, and inlet port 18 is used for letting in the rainwater to the space between green plant baffle 16 and the second baffle 7, and wash port 17 is with unnecessary rainwater discharge.
It will be apparent to those skilled in the art that various modifications and variations can be made to the present utility model without departing from the spirit or scope of the utility model. Thus, it is intended that the present utility model also include such modifications and alterations insofar as they come within the scope of the appended claims or the equivalents thereof.
Claims (2)
1. Novel stake board barricade structure, including inclined pile (1), its characterized in that: one end of the inclined pile (1) is fixedly connected with a first straight pile (2), the other end of the inclined pile (1) is fixedly connected with a waist beam (3), the top of the waist beam (3) is fixedly connected with a second straight pile (4), one end of the second straight pile (4) is fixedly connected with a top beam (5), one side of the inclined pile (1) is fixedly connected with a first baffle (6), and one side of the second straight pile (4) is fixedly connected with a second baffle (7);
an unloading plate (8) is fixedly connected to one side of the waist beam (3), and an unloading cantilever beam (9) is fixedly connected to one side of the waist beam (3);
one end of the unloading cantilever beam (9) is fixedly connected with the bottom of the unloading plate (8), and the top of the unloading plate (8) is fixedly connected with a counter plate (10);
threaded rods (11) are fixedly connected to two ends of the bottom of the counter plate (10), and threaded barrels (12) are connected to the outer surfaces of the threaded rods (11) in a threaded manner;
one end of the threaded cylinder (12) is rotatably connected with an extension rod (13), and one end of the extension rod (13) is fixedly connected with a deep buried rod (14);
one side of the first baffle (6) is provided with water holes (15), and the number of the water holes (15) is a plurality of;
the other side of the second straight pile (4) is fixedly connected with a green planting baffle (16), and a drain hole (17) is formed in one side of the green planting baffle (16).
2. A novel pile-plate retaining wall structure according to claim 1, characterized in that one side of the second baffle (7) is provided with water inlet holes (18), and the number of the water inlet holes (18) is several.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320738748.6U CN219621791U (en) | 2023-04-06 | 2023-04-06 | Novel pile plate retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320738748.6U CN219621791U (en) | 2023-04-06 | 2023-04-06 | Novel pile plate retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219621791U true CN219621791U (en) | 2023-09-01 |
Family
ID=87769369
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320738748.6U Active CN219621791U (en) | 2023-04-06 | 2023-04-06 | Novel pile plate retaining wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219621791U (en) |
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2023
- 2023-04-06 CN CN202320738748.6U patent/CN219621791U/en active Active
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