Back pressure device for soil body around pile

By setting an adjustable pressure plate structure in the soil counter-pressure device around the pile, the problem of fixed pressure plate size in the existing technology is solved, and the applicability to steel sheet piles of different sizes and the pile extraction efficiency are improved.

CN223497166UActive Publication Date: 2025-10-31太原市政建设集团有限公司
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Patent Information

Application Number
CN202422961573.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-12-02
Publication Date
2025-10-31
Estimated Expiration
2034-12-02

AI Technical Summary

Technical Problem

In existing technologies, the pressure plate size is fixed, which cannot be applied to the surrounding soil back pressure when Larssen steel sheet piles of different sizes are extracted.

Method used

A soil counter-pressure device for pile perimeter was designed, including a fixed frame and a soil-pressing assembly. The position of the pressure plate is adjusted by an electric telescopic rod and a screw slide to make it fit the soil around the pile during extraction, thus adapting to the extraction needs of steel sheet piles of different sizes.

Benefits of technology

It enables flexible adjustment of the pressure plate, making it suitable for extracting sheet piles of different sizes, thus improving extraction efficiency and stability.

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Abstract

The utility model is suitable for the technical field of building construction, and provides a pile periphery soil body back pressure device which comprises a fixing frame, a soil pressing assembly is arranged at the bottom of the fixing frame, and a through groove is formed in the middle of the fixing frame; a movable positioning assembly is arranged on the side wall of the fixed frame; and the soil pressing assembly comprises a groove formed in the bottom of the fixing frame, the penetrating groove communicates with the groove, two first mounting grooves are formed in the two sides of the interior of the groove correspondingly, and first lead screw sliding tables are mounted in the four first mounting grooves correspondingly. And the positions of the first pressing plate, the second pressing plate and the third pressing plate can be conveniently adjusted according to the size of the steel sheet pile, so that the pressing plates are attached to surrounding soil for pile pulling, and the device is conveniently suitable for pile pulling and soil pressing of steel sheet piles of different sizes.
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Description

Technical Field

[0001] This utility model belongs to the field of building construction technology, and in particular relates to a soil counter-pressure device around a pile. Background Technology

[0002] Larssen sheet piles, also known as U-shaped sheet piles, are a new type of building material that plays an important role in projects such as bridge cofferdams, large pipeline laying, temporary ditch excavation as retaining walls, water barriers, and sand barriers; and in projects such as wharves, unloading yards as retaining walls, earth retaining walls, and dike protection.

[0003] Application No. 202322709760.7 discloses a pile perimeter soil counterpressure device, including a base located on the ground, a positioning pile integrally connected to the base extending into the ground, and a box fixedly installed on the base. The box contains extraction holes and cavities corresponding to the sheet piles, and guide rods, hydraulic cylinders, and sleeves are fixedly installed within the cavities. Symmetrically arranged sliders are movably sleeved on the guide rods. This invention uses the alignment of the extraction holes with the sheet piles, and the extension and retraction of the hydraulic cylinder output end causes the support rod to drive the pressure plate to press against the ground, ensuring the sheet piles can be extracted smoothly. The positioning pile positions the base, and the extension and retraction of the rod output end, which drives the reinforcing plate to cooperate with the ground on one side, supports the stability of the box. A counterweight increases the overall gravity of the box, thereby improving the efficiency of sheet pile extraction.

[0004] The existing technology still has the following shortcomings:

[0005] Existing technology uses fixed-size pressure plates, which cannot be adapted to the different back pressures of the surrounding soil during the extraction of Larssen sheet piles. Utility Model Content

[0006] This utility model provides a soil counter-pressure device around a pile, which aims to solve the problem of soil counter-pressure when different Larssen sheet piles are pulled out due to the fixed size of the pressure plate in the existing technology.

[0007] This utility model is implemented as follows: a pile perimeter soil counter-pressure device includes: a fixed frame, a soil-pressing component at the bottom of the fixed frame, and a through groove in the middle of the fixed frame; a movable positioning component on the side wall of the fixed frame; the soil-pressing component includes a groove at the bottom of the fixed frame, the through groove and the groove are connected, two first mounting grooves are respectively opened on both sides of the inside of the groove, and a first screw slide is installed in the inside of each of the four first mounting grooves.

[0008] Preferably, the soil compaction assembly further includes a first connecting block that is fixedly connected to the lower end of the slider of each of the four first screw slides; a first electric telescopic rod is fixedly connected to the bottom of each of the four first connecting blocks; and the telescopic ends of the four first electric telescopic rods, wherein the telescopic ends of the two first electric telescopic rods closest to one side are fixedly connected to the same first pressure plate.

[0009] Preferably, the soil compaction assembly further includes second mounting grooves at the front and rear ends of the groove, and second screw slides are respectively installed inside the two second mounting grooves. The lower ends of the sliders of the two second screw slides are respectively fixedly connected to second connecting blocks. The lower ends of the two second connecting blocks are respectively fixedly connected to second electric telescopic rods. The telescopic ends of the two second electric telescopic rods are respectively fixedly connected to second pressure plates.

[0010] Preferably, a first load-bearing block is fixedly connected inside each of the two first pressure plates and the two second pressure plates.

[0011] Preferably, the soil compaction assembly further includes sliding grooves formed at the bottom of the two second pressure plates, with intermediate plates fixedly connected to the middle of the interior of each of the two sliding grooves, and third electric telescopic rods fixedly connected to the sides of each of the two intermediate plates. The telescopic ends of the four third electric telescopic rods are fixedly connected to fixed seats, and the bottoms of the four fixed seats are fixedly connected to connecting seats. The bottoms of the four connecting seats are fixedly connected to third pressure plates, and the four third pressure plates are flush with the opening ends of the two sliding grooves.

[0012] Preferably, a second load-bearing block is fixedly connected to each of the two inner sides of the fixed frame, a push rod is fixedly connected to one side of the fixed frame, and an anti-slip sleeve is fixedly connected to the push rod.

[0013] Preferably, four spikes are fixedly connected to the bottom perimeter of the fixed frame, and the four spikes are located around the perimeter of the groove.

[0014] Preferably, the mobile positioning component includes side plates that are fixedly connected to both sides of the fixed frame, and fourth electric telescopic rods are fixedly connected to the lower ends of the two side plates on the front and rear sides respectively. The telescopic ends of the four fourth electric telescopic rods are fixedly connected to C-shaped frames, and the two sides of the four C-shaped frames are rotatably connected to the same roller.

[0015] Compared with the prior art, the embodiments of this application have the following main advantages:

[0016] By setting up the soil pressing component, it is easy to adjust the position of the first, second, and third pressing plates according to the size of the sheet pile, so that the pressing plates fit the surrounding soil of the pile extraction site, making it suitable for use in soil pressing during the extraction of sheet piles of different sizes. Attached Figure Description

[0017] Figure 1 This is a three-dimensional structural diagram of the present invention;

[0018] Figure 2 This is a three-dimensional structural diagram of the present invention viewed from below;

[0019] Figure 3 This is a side view structural diagram of the present invention;

[0020] Figure 4 This is a front view cross-sectional structural diagram of the present invention;

[0021] Figure 5 This is a schematic diagram of the structure of this utility model from below;

[0022] Figure 6 This is a schematic diagram of the cross-sectional structure of the second pressure plate of this utility model;

[0023] In the diagram: 1. Fixed frame; 2. Through slot; 3. Moving positioning component; 4. Soil compaction component; 5. Side plate; 6. Fourth electric telescopic rod; 7. C-shaped frame; 8. Roller; 9. Groove; 10. First mounting slot; 11. First lead screw slide; 12. First pressure plate; 13. Second mounting slot; 14. Second lead screw slide; 15. Second pressure plate; 16. Sliding groove; 17. Intermediate plate; 18. Third electric telescopic rod; 19. Fixed seat; 20. Connecting seat; 21. Third pressure plate; 22. Second load-bearing block; 23. Push rod; 24. Anti-slip sleeve; 25. First connecting block; 26. Spiked cone; 27. First electric telescopic rod; 28. First load-bearing block. Detailed Implementation

[0024] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs; the terminology used herein in the specification of the application is for the purpose of describing particular embodiments only and is not intended to be limiting of the application; the terms "comprising" and "having," and any variations thereof, in the specification, claims, and foregoing drawings of this application are intended to cover non-exclusive inclusion. The terms "first," "second," etc., in the specification, claims, or foregoing drawings of this application are used to distinguish different objects, not to describe a particular order.

[0025] In this document, the term "embodiment" means that a particular feature, structure, or characteristic described in connection with an embodiment may be included in at least one embodiment of this application. The appearance of this phrase in various places throughout the specification does not necessarily refer to the same embodiment, nor is it a separate or alternative embodiment mutually exclusive with other embodiments. It will be explicitly and implicitly understood by those skilled in the art that the embodiments described herein can be combined with other embodiments.

[0026] This utility model embodiment provides a pile perimeter soil counterpressure device, such as... Figure 1-6 As shown, it includes: a fixed frame 1, a soil pressing component 4 at the bottom of the fixed frame 1, and a through groove 2 in the middle of the fixed frame 1; a movable positioning component 3 is provided on the side wall of the fixed frame 1; the soil pressing component 4 includes a groove 9 at the bottom of the fixed frame 1, the through groove 2 and the groove 9 are connected, and two first mounting grooves 10 are respectively opened on both sides of the inside of the groove 9, and a first screw slide 11 is installed in the inside of the four first mounting grooves 10 respectively.

[0027] It should be noted that, due to the fixed size of the existing pressure plate, it is not suitable for the back pressure of the surrounding soil when different Larssen sheet piles are extracted. This solution sets up a soil pressing component 4, which makes it easy to adjust the position of the first pressure plate 12, the second pressure plate 15 and the third pressure plate 21 according to the size of the sheet pile, so that the pressure plate fits the surrounding soil when the pile is extracted. This makes it suitable for the soil pressing of sheet piles of different sizes. The first screw slide 11 is controlled and connected by the same controller and can operate synchronously.

[0028] In a further preferred embodiment of this utility model, such as Figure 1-4 As shown, the soil compaction assembly 4 also includes a first connecting block 25 that is fixedly connected to the lower end of the slider of each of the four first screw slides 11; the bottom of each of the four first connecting blocks 25 is fixedly connected to a first electric telescopic rod 27; the telescopic ends of the four first electric telescopic rods 27, two of which are closer to one side, are fixedly connected to the same first pressure plate 12.

[0029] In this embodiment, by activating the first electric telescopic rod 27, the pressure plate is made to fit into the ground. The four first electric telescopic rods 27 are connected by the same control and operate synchronously.

[0030] In a further preferred embodiment of this utility model, such as Figure 1-5 As shown, the soil compaction assembly 4 also includes second mounting grooves 13 at the front and rear ends inside the groove 9. Second screw slides 14 are respectively installed inside the two second mounting grooves 13. The lower ends of the sliders of the two second screw slides 14 are respectively fixedly connected to second connecting blocks. The lower ends of the two second connecting blocks are respectively fixedly connected to second electric telescopic rods. The telescopic ends of the two second electric telescopic rods are respectively fixedly connected to second pressure plates 15.

[0031] In this embodiment, to facilitate adjustment of the position of the second pressure plate 15, a limit rod is provided on the lead screw slide. The limit rod guides the movement of the slider of the lead screw slide, making its movement more stable. The second electric telescopic rod is connected through the same controller and operates synchronously.

[0032] In a further preferred embodiment of this utility model, such as Figure 1-4As shown, the first load-bearing blocks 28 are fixedly connected inside the two first pressure plates 12 and the two second pressure plates 15 respectively.

[0033] In this embodiment, it is convenient to increase the weight of the second pressure plate 15 and to facilitate soil compaction.

[0034] In a further preferred embodiment of this utility model, such as Figure 1-6 As shown, the soil compaction assembly 4 also includes sliding grooves 16 formed at the bottom of the two second pressure plates 15. A middle plate 17 is fixedly connected to the middle of the interior of the two sliding grooves 16. A third electric telescopic rod 18 is fixedly connected to both sides of the two middle plates 17. A fixed seat 19 is fixedly connected to the telescopic ends of the four third electric telescopic rods 18. A connecting seat 20 is fixedly connected to the bottom of the four fixed seats 19. A third pressure plate 21 is fixedly connected to the bottom of the four connecting seats 20. The four third pressure plates 21 are flush with the opening ends of the two sliding grooves 16.

[0035] In this embodiment, it is convenient to compact the soil and to adjust the extension position of the third pressure plate 21 according to the distance. The third electric telescopic rod 18 is controlled by the same controller and operates synchronously.

[0036] In a further preferred embodiment of this utility model, such as Figure 1-4 As shown, a second load-bearing block 22 is fixedly connected to both sides of the inside of the fixed frame 1, and a push rod 23 is fixedly connected to one side of the fixed frame 1. An anti-slip sleeve 24 is fixedly connected to the push rod 23.

[0037] In this embodiment, it is convenient to move the fixed frame 1.

[0038] In a further preferred embodiment of this utility model, such as Figure 1-5 As shown, four spikes 26 are fixedly connected to the bottom four sides of the fixed frame 1, and the four spikes 26 are located around the groove 9 respectively.

[0039] In this embodiment, it is easy to drive the frame into the ground so that the bottom of the fixing frame 1 contacts the ground, which facilitates soil compaction.

[0040] In a further preferred embodiment of this utility model, such as Figure 1-5 As shown, the mobile positioning component 3 includes side plates 5 that are fixedly connected to both sides of the fixed frame 1. The lower ends of the two side plates 5 are fixedly connected to the front and rear sides respectively. The telescopic ends of the four fourth electric telescopic rods 6 are fixedly connected to the C-shaped frame 7 respectively. The two sides of the four C-shaped frames 7 are rotatably connected to the same roller 8.

[0041] In this embodiment, when movement is required, the fourth electric telescopic rod 6 extends to bring the roller 8 into contact with the ground for easy movement. When movement is not required, the fourth electric telescopic rod 6 drives the roller 8 to rise. The fourth electric telescopic rod 6 operates synchronously under the control of the same controller.

[0042] All electrical components mentioned in this article are electrically connected to the controller and power supply. The control method of this utility model is controlled by the controller. The control circuit of the controller can be implemented by simple programming by those skilled in the art. The power supply is also common knowledge in the art. Furthermore, this utility model is mainly used to protect mechanical devices, so the control method and circuit connection will not be explained in detail.

[0043] It should be noted that, for the sake of simplicity, the foregoing embodiments are all described as a series of actions. However, those skilled in the art should understand that the present invention is not limited to the described order of actions, as some steps may be performed in other orders or simultaneously according to the present invention. Furthermore, those skilled in the art should also understand that the embodiments described in the specification are preferred embodiments, and the actions and modules involved are not necessarily essential to the present invention.

[0044] It should be understood that the disclosed apparatus can be implemented in other ways, given the several embodiments provided in this application. For example, the apparatus embodiments described above are merely illustrative. For instance, the division of units described above may be implemented in other ways in practice. For example, multiple units or components may be combined or integrated into another system, or some features may be ignored or not executed. Furthermore, the coupling or communication connections shown or discussed may be through some interfaces; indirect coupling or communication connections between devices or units may be telecommunications or other forms.

[0045] The units described above as separate components may or may not be physically separate. The components shown as units may or may not be physical units; that is, they may be located in one place or distributed across multiple network units. Some or all of the units can be selected to achieve the purpose of this embodiment according to actual needs.

[0046] The above embodiments are only used to illustrate the technical solutions of this utility model, and are not intended to limit the scope of protection of this utility model. Obviously, the described embodiments are only some embodiments of this utility model, not all embodiments. Based on these embodiments, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model. Although this utility model has been described in detail with reference to the above embodiments, those skilled in the art can still combine, add, delete, or otherwise adjust the features of the various embodiments of this utility model according to the circumstances without conflict or creative effort, thereby obtaining different technical solutions that do not fundamentally depart from the concept of this utility model. These technical solutions are also within the scope of protection of this utility model.

Claims

1. A soil counter-pressure device around a pile, characterized in that, include: A fixed frame (1) is provided with a soil pressing component (4) at the bottom of the fixed frame (1), and a through groove (2) is provided in the middle of the fixed frame (1); The side wall of the fixed frame (1) is provided with a movable positioning component (3); The soil compaction assembly (4) includes a groove (9) formed at the bottom of the fixed frame (1). The through groove (2) is connected to the groove (9). Two first mounting grooves (10) are formed on both sides of the inside of the groove (9). A first screw slide (11) is installed inside each of the four first mounting grooves (10).

2. The pile perimeter soil counter-pressure device as described in claim 1, characterized in that, The soil compaction assembly (4) also includes a first connecting block (25) which is fixedly connected to the lower end of the slider of each of the four first screw slides (11); The bottom of each of the four first connecting blocks (25) is fixedly connected to a first electric telescopic rod (27); The telescopic ends of the four first electric telescopic rods (27) are fixedly connected to the same first pressure plate (12) on the two telescopic ends of the first electric telescopic rods (27) closest to one side.

3. The pile perimeter soil counter-pressure device as described in claim 2, characterized in that, The soil compaction assembly (4) also includes a second mounting groove (13) at the front and rear ends of the groove (9). A second screw slide (14) is installed inside the two second mounting grooves (13). A second connecting block is fixedly connected to the lower end of the slider of the two second screw slides (14). A second electric telescopic rod is fixedly connected to the lower end of the two second connecting blocks. A second pressure plate (15) is fixedly connected to the telescopic end of the two second electric telescopic rods.

4. The pile perimeter soil counter-pressure device as described in claim 3, characterized in that, The first load-bearing blocks (28) are fixedly connected inside the two first pressure plates (12) and the two second pressure plates (15).

5. A pile perimeter soil counter-pressure device as described in claim 3, characterized in that, The soil compaction assembly (4) also includes sliding grooves (16) formed at the bottom of the two second pressure plates (15). A middle plate (17) is fixedly connected to the middle of the interior of each of the two sliding grooves (16). A third electric telescopic rod (18) is fixedly connected to both sides of each of the two middle plates (17). A fixed seat (19) is fixedly connected to the telescopic ends of each of the four third electric telescopic rods (18). A connecting seat (20) is fixedly connected to the bottom of each of the four fixed seats (19). A third pressure plate (21) is fixedly connected to the bottom of each of the four connecting seats (20). The four third pressure plates (21) are flush with the opening ends of the two sliding grooves (16).

6. A pile perimeter soil counter-pressure device as described in claim 1, characterized in that, The inner sides of the fixed frame (1) are respectively fixedly connected to the second load-bearing block (22), and the side of the fixed frame (1) is fixedly connected to the push rod (23), and the push rod (23) is fixedly connected to the anti-slip sleeve (24).

7. A pile perimeter soil counter-pressure device as described in claim 1, characterized in that, The bottom of the fixed frame (1) is fixedly connected with spikes (26) on all four sides, and the four spikes (26) are located around the groove (9).

8. A pile perimeter soil counter-pressure device as described in claim 1, characterized in that, The mobile positioning component (3) includes side plates (5) that are fixedly connected to both sides of the fixed frame (1). The lower ends of the two side plates (5) are fixedly connected to the front and rear sides of the front and rear sides of the front and rear sides of the front and rear sides of the front and rear sides of the two side plates (5). The telescopic ends of the four fourth electric telescopic rods (6) are fixedly connected to the C-shaped frame (7). The two sides of the four C-shaped frames (7) are rotatably connected to the same roller (8).

Citation Information

Patent Citations

  • Back pressure device for pile periphery soil body when Larsen steel sheet pile is pulled out

    CN220847562U