CN220598461U - Inclined pile vertical anchor rod supporting structure for foundation pit supporting - Google Patents
Inclined pile vertical anchor rod supporting structure for foundation pit supporting Download PDFInfo
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- CN220598461U CN220598461U CN202322207859.7U CN202322207859U CN220598461U CN 220598461 U CN220598461 U CN 220598461U CN 202322207859 U CN202322207859 U CN 202322207859U CN 220598461 U CN220598461 U CN 220598461U
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- foundation pit
- fixedly connected
- anchor rod
- clamping plate
- plate
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- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
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- 230000001174 ascending effect Effects 0.000 description 1
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- 238000009435 building construction Methods 0.000 description 1
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Abstract
The utility model relates to the field of foundation pit supporting structures and discloses a vertical anchor rod supporting structure of an inclined pile for foundation pit supporting, which comprises a base, wherein an electric push rod is arranged on the top wall of the base, an outer clamping plate is fixedly connected to the output end of the electric push rod, an inner groove is formed in the side wall of the outer clamping plate, a fixing column is arranged on the outer side wall of the outer clamping plate, one end of a spring is fixedly connected to the other end of the fixing column, a limiting ball is fixedly connected to the other end of the spring, a fixing plate is fixedly connected to the top wall of the base, and a connecting plate is rotatably connected to the top wall of the fixing plate. According to the utility model, the effect of quickly adjusting the clamping plate to determine the position of the anchor rod to be installed is achieved through the cooperation among the base, the electric push rod, the outer clamping plate, the spring, the limiting ball, the first connecting column, the second connecting column, the connecting plate and the inner clamping plate, and the problem that a worker can repeatedly install and detach equipment when installing the anchor rod and cannot determine a stress point is solved.
Description
Technical Field
The utility model relates to the field of foundation pit supporting structures, in particular to a vertical anchor rod supporting structure of an inclined pile for foundation pit supporting.
Background
The foundation pit is a deep pit or a deep groove formed by digging in soil or rock, is generally used in various underground engineering and building construction, and can be used for supporting a vertical anchor rod of a diagonal pile when the foundation pit is required to be protected.
Often traditional vertical anchor bolt supporting construction of inclined pile of foundation ditch support is in the middle of using, when the staff needs to use the stock, most staff all is through manually searching the stress point repeatedly, installs the dismantlement repeatedly to the stock, and the trouble of process ratio wastes time and energy also influences work efficiency.
Disclosure of Invention
In order to make up for the defects, the utility model provides a vertical anchor rod supporting structure of an inclined pile for supporting a foundation pit, and aims to solve the problems that most of staff manually and repeatedly find stress points, repeatedly assemble and disassemble anchor rods, and the working efficiency is influenced due to the trouble, time and labor consumption in the process.
In order to achieve the above purpose, the present utility model adopts the following technical scheme: the utility model provides a vertical anchor bolt supporting structure of inclined pile for foundation ditch support, includes the base, the base roof is provided with electric putter, electric putter's output fixedly connected with outer card board, the inside groove has been seted up to outer card board lateral wall, outer card board lateral wall is provided with the fixed column, the one end of fixed column other end fixedly connected with spring, the spacing ball of spring other end fixedly connected with, base roof fixedly connected with fixed plate, the fixed plate roof rotates to be connected with the connecting plate, spacing hole has all been seted up to the connecting plate both sides, outer card board lateral wall is provided with interior cardboard, the equal threaded connection in interior card board and outer card board both ends has the threaded rod, the one end of outer card board bottom wall fixedly connected with spliced pole two, spliced pole one is offered to spliced pole two other end lateral walls sliding connection, single hole has been offered to spliced pole one lateral wall, a plurality of holes have been seted up to spliced pole lateral wall, peg one's hole has been pegged graft.
Through the technical scheme: the outer clamping plate and the inner clamping plate can be moved on the connecting plate through the action of the electric push rod, the purpose of determining the stress point is achieved, and the limiting ball is sprung into the limiting hole through the elastic action of the spring, so that the fixing effect is achieved, and the problem of sliding in the middle is prevented.
As a further description of the above technical solution:
the fixed column is fixedly connected to the inside of the inner groove, the limiting ball is slidably connected to the inside of the limiting hole, a first anchor rod is arranged in the outer clamping plate, a first nut is connected to the outer side wall of the first anchor rod in a threaded mode, and a first gasket is arranged on the outer side wall of the first anchor rod.
Through the technical scheme: after the first anchor rod is inserted, the first anchor rod needs to be fixed, and the first anchor rod can be fixed on the shell plate through the cooperation of the first gaskets by rotating the nuts.
As a further description of the above technical solution:
the fixed plate roof fixedly connected with slope protection stake one end, slope protection stake other end fixedly connected with roof, the roof bottom is provided with the inside second stock that is provided with of foundation ditch soil layer, second stock lateral wall threaded connection has the nut two, second stock lateral wall is provided with gasket two.
Through the technical scheme: after the second anchor rod is inserted, the second anchor rod needs to be fixed, and the second anchor rod can be fixed on the top plate through the cooperation between the automatic second nut and the gasket.
As a further description of the above technical solution:
threaded holes are formed in the inner clamping plates.
Through the technical scheme: the first anchor rod can be more stable through setting the threaded hole.
As a further description of the above technical solution:
the first anchor rod penetrates through the outer clamping plate and extends to the outer portion of the inner clamping plate.
Through the technical scheme: the cooperation between interior cardboard and the outer card board can be to fixing.
As a further description of the above technical solution:
the second anchor rod penetrates through the top plate and extends to the inside of the foundation pit soil layer.
Through the technical scheme: and then the second anchor rod is inserted into the foundation pit soil layer through the top plate, and the second anchor rod increases the vertical stability of the soil body through the strength of the second anchor rod and the friction force between the second anchor rod and the soil body, so as to prevent the soil body from sinking and slipping.
As a further description of the above technical solution:
fixing cones are arranged around the base.
Through the technical scheme: the base is fixed on the bottom layer of the foundation pit through the fixing cone.
The utility model has the following beneficial effects:
1. according to the utility model, the effect of quickly adjusting the clamping plate to determine the position of the anchor rod to be installed is achieved by matching the base, the electric push rod, the outer clamping plate, the fixing column, the spring, the limiting ball, the inner groove, the first connecting column, the second connecting column, the inner hole, the bolt, the connecting plate, the limiting hole and the inner clamping plate, the problem that a worker repeatedly installs and removes equipment when installing the anchor rod, and a stress point cannot be determined is solved, and the working efficiency is greatly accelerated.
2. According to the utility model, the effect of being more fixed is achieved through the cooperation among the first anchor rod, the second anchor rod, the top plate, the foundation pit soil layer, the fixing plate, the slope protection pile and the threaded hole, the problem that the traditional fixing device is not firm or unstable is solved, and the stability is greatly improved.
Drawings
Fig. 1 is a schematic perspective view of a vertical anchor rod supporting structure for a foundation pit supporting pile according to the present utility model;
fig. 2 is a schematic diagram of an outer side wall structure of an outer clamping plate of a vertical anchor rod supporting structure of a inclined pile for supporting a foundation pit;
fig. 3 is a schematic diagram of the internal structure of an outer clamping plate of a vertical anchor rod supporting structure of a diagonal pile for supporting a foundation pit.
Legend description:
1. a base; 2. an electric push rod; 3. an outer clamping plate; 4. fixing the column; 5. a spring; 6. a limit ball; 7. an inner tank; 8. a first connecting column; 9. a second connecting column; 10. an inner bore; 11. a plug pin; 12. a connecting plate; 13. a limiting hole; 14. an inner clamping plate; 15. a first anchor rod; 16. a first nut; 17. a first gasket; 18. a second anchor rod; 19. a second nut; 20. a second gasket; 21. a top plate; 22. a foundation pit soil layer; 23. a fixing plate; 24. slope protection piles; 25. a fixed cone; 26. a threaded hole; 27. a threaded rod.
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. 1-3, one embodiment provided by the present utility model is: the utility model provides a vertical anchor bolt supporting structure of inclined pile for foundation ditch support, the on-line screen storage device comprises a base 1, base 1 roof is provided with electric putter 2, electric putter 2's output fixedly connected with outer clamping plate 3, inside groove 7 has been seted up to outer clamping plate 3 lateral wall, outer clamping plate 3 lateral wall is provided with fixed column 4, the one end of fixed column 4 other end fixedly connected with spring 5, spring 5 other end fixedly connected with spacing ball 6, base 1 roof fixedly connected with fixed plate 23, fixed plate 23 roof rotates and is connected with connecting plate 12, spacing hole 13 has all been seted up to connecting plate 12 both sides, outer clamping plate 3 lateral wall is provided with interior cardboard 14, the equal threaded connection of interior cardboard 14 and outer cardboard 3 both ends has threaded rod 27, the one end of outer clamping plate 3 diapire fixedly connected with spliced pole two 9, spliced pole two 9 other end lateral wall sliding connection has spliced pole one 8, single hole 10 has been seted up to spliced pole one 8 lateral wall, a plurality of hole 10 has been seted up to spliced pole two 9 lateral walls, the hole 10 of spliced pole one 8 has 11.
The electric putter 2 on the start base 1 can promote outer cardboard 3 and interior cardboard 14 and slide on slope protection stake 24 and connecting plate 12 under electric putter 2's effect to confirm the position that first stock 15 needs to insert foundation ditch soil layer 22, in the spacing hole 13 of connecting plate 12 both sides can be sprung into spacing ball 6 to the elastic action of the spring 5 of rethread outer cardboard 3 both sides, thereby realize fixed effect, fix spliced pole one 8 and spliced pole two 9 through inserting bolt 11 after adjusting the position, and play the effect of support, rethread threaded rod 27 can be together fixed interior cardboard 14 and outer cardboard 3.
The fixed column 4 is fixedly connected in the inner groove 7, the limiting ball 6 is slidably connected in the limiting hole 13, the first anchor rod 15 is arranged in the outer clamping plate 3, a first nut 16 is connected to the outer side wall of the first anchor rod 15 in a threaded mode, and a first gasket 17 is arranged on the outer side wall of the first anchor rod 15.
The first anchor rod 15 can be effectively fixed on the outer clamping plate 3 through the matching of the first nut 16 and the first gasket 17, and the loosening phenomenon during working is prevented.
The fixed plate 23 roof fixedly connected with one end of slope protection stake 24, the other end fixedly connected with roof 21 of slope protection stake 24, roof 21 bottom is provided with foundation ditch soil layer 22.
The slope protection pile 24 mainly plays a role of bearing horizontal soil pressure, and the friction force between the slope protection pile 24 and the foundation pit soil layer 22 and the shear strength of the foundation pit soil layer 22 jointly act, so that the foundation pit soil layer 22 forms a stable soil block under the action of the slope protection pile 24.
The roof 21 is inside to be provided with second stock 18, and second stock 18 lateral wall threaded connection has second nut 19, and second stock 18 lateral wall is provided with gasket two 20.
Through the cooperation of the second nut 19 and the second gasket 20, the second anchor rod 18 can be effectively fixed on the top plate 21, and the loosening phenomenon during working can be prevented.
The threaded holes 26 are formed in the inner clamping plate 14, the first anchor rods 15 penetrate through the outer clamping plate 3 and extend to the outer portion of the inner clamping plate 14, and the second anchor rods 18 penetrate through the top plate 21 and extend to the inner portion of the foundation pit soil layer 22.
After the first anchor rods 15 are inserted into the soil through the threaded holes 26 on the inner clamping plates 14, the first anchor rods 15 mainly act to bear vertical load and sinking force of the soil and transfer the forces into the deep stable soil, the second anchor rods 18 are inserted into the foundation pit soil layer 22 through the top plates 21, and the second anchor rods 18 increase the vertical stability of the soil and prevent the soil from sinking and slipping through the strength of the second anchor rods and the friction between the second anchor rods and the soil.
The periphery of the base 1 is provided with a fixed cone 25.
The base can be more stably fixed by the fixing cones 25 around, so that sliding deflection can not occur during supporting.
Working principle: when working personnel need to construct a foundation pit, in order to prevent soil collapse and ensure the safety of construction, a series of supporting measures are adopted, firstly, a base 1 is fixed on the bottom layer of the foundation pit through a fixing cone 25, then a plurality of slope protection piles 24 are installed to be connected with a top plate 21, an electric push rod 2 on the base 1 is started, an outer clamping plate 3 and an inner clamping plate 14 are pushed to slide on the slope protection piles 24 and a connecting plate 12 under the action of the electric push rod 2, so that the position of a first anchor rod 15 which needs to be inserted into a soil layer 22 of the foundation pit is determined, then a limiting ball 6 can be sprung into limiting holes 13 on two sides of the connecting plate 12 through the elastic action of springs 5 on two sides of the outer clamping plate 3, so that the fixing effect is realized, after the position is determined, the first anchor rod 15 is inserted into soil through threaded holes 26 on the inner clamping plate 14, the primary function of the first anchor rod 15 is to bear vertical load and sinking force of soil, transfer the forces to deep stable soil, and tightly attach the first anchor rod to the outer clamping plate 3 by rotating the first screw cap 16, fix the outer clamping plate 3 to the inner clamping plate 14 by the threaded rod 27, support the outer clamping plate 3 by the connecting column two 9 and the connecting column one 8 of the bottom wall while ascending, and fix the inner clamping plate by inserting the bolt 11 into the inner hole 10, after the side surface works, insert the second anchor rod 18 into the foundation pit soil layer 22 by the top plate 21, increase the vertical stability of the soil by the strength of the second anchor rod 18 and the friction force between the second anchor rod and the soil, prevent the sinking and sliding of the soil, fix the second anchor rod 18 to the top plate 21 by the second screw cap 19, and greatly improve the stability by the cooperation between them.
Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present utility model, and although the present utility model has been described in detail 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 or changes may be made without departing from the spirit and principles of the present utility model.
Claims (8)
1. A vertical anchor bolt supporting construction of inclined pile for foundation ditch support, includes base (1), its characterized in that: the utility model discloses a plug-in type socket, including base (1), electric putter (2), electric putter (1) roof, electric putter (2)'s output fixedly connected with outside card board (3), inside groove (7) have been seted up to outside card board (3) lateral wall, outside card board (3) lateral wall is provided with fixed column (4), the one end of fixed column (4) other end fixedly connected with spring (5), spring (5) other end fixedly connected with spacing ball (6), base (1) roof fixedly connected with fixed plate (23), fixed plate (23) roof rotation is connected with connecting plate (12), spacing hole (13) have all been seted up to connecting plate (12) both sides, outside card board (3) lateral wall is provided with interior cardboard (14), the equal threaded connection in inside card board (14) and outside card board (3) both ends (27), the one end of outer card board (3) diapire fixedly connected with spliced pole two (9), spliced pole two (9) other end lateral wall sliding connection have spliced pole one (8), spliced pole one (8) have been seted up in single (10) two, 10 female hole (10) are connected with two female hole (10).
2. A vertical anchor support structure for a batter pile for foundation pit support according to claim 1, wherein: the fixed column (4) is fixedly connected to the inside of the inner groove (7), the limiting ball (6) is slidably connected to the inside of the limiting hole (13), a first anchor rod (15) is arranged in the outer clamping plate (3), a first nut (16) is connected to the outer side wall of the first anchor rod (15) in a threaded mode, and a first gasket (17) is arranged on the outer side wall of the first anchor rod (15).
3. A vertical anchor support structure for a batter pile for foundation pit support according to claim 1, wherein: one end of a slope protection pile (24) is fixedly connected to the top wall of the fixing plate (23), a top plate (21) is fixedly connected to the other end of the slope protection pile (24), and a foundation pit soil layer (22) is arranged at the bottom of the top plate (21).
4. A vertical anchor support structure for a foundation pit support according to claim 3, wherein: the inside second stock (18) that is provided with of roof (21), second stock (18) lateral wall threaded connection has nut two (19), second stock (18) lateral wall is provided with gasket two (20).
5. A vertical anchor support structure for a batter pile for foundation pit support according to claim 1, wherein: threaded holes (26) are formed in the inner clamping plate (14).
6. A vertical anchor support structure for a batter pile for foundation pit support according to claim 2, wherein: the first anchor rod (15) penetrates through the outer clamping plate (3) and extends to the outside of the inner clamping plate (14).
7. A vertical anchor structure for foundation pit support according to claim 4, wherein: the second anchor rod (18) penetrates through the top plate (21) and extends to the inside of the foundation pit soil layer (22).
8. A vertical anchor support structure for a batter pile for foundation pit support according to claim 1, wherein: fixing cones (25) are arranged around the base (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322207859.7U CN220598461U (en) | 2023-08-17 | 2023-08-17 | Inclined pile vertical anchor rod supporting structure for foundation pit supporting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322207859.7U CN220598461U (en) | 2023-08-17 | 2023-08-17 | Inclined pile vertical anchor rod supporting structure for foundation pit supporting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220598461U true CN220598461U (en) | 2024-03-15 |
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ID=90174857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322207859.7U Active CN220598461U (en) | 2023-08-17 | 2023-08-17 | Inclined pile vertical anchor rod supporting structure for foundation pit supporting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220598461U (en) |
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2023
- 2023-08-17 CN CN202322207859.7U patent/CN220598461U/en active Active
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