High-strength tubular pile foundation pit support
By setting up cross plates, empty pipes, lock blocks and extrusion rods in the pipe pile support mechanism, a structural junction is formed, and the arc plate and connecting rods are used to fit the arc plate and the connecting rods, the insufficient stability of pipe pile support in the prior art is solved. The problem of this problem has achieved higher foundation pit support strength and stability, adapting to different foundation pit sizes and engineering needs.
Patent Information
- Application Number
- CN202421178030.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-27
- Publication Date
- 2025-01-14
- Estimated Expiration
- Not applicable · inactive patent
AI Technical Summary
In the prior art, pipe piles can only fit with the side wall of the foundation pit during foundation pit support, resulting in a decrease in the stability of the support structure during soil pressure and deformation, increasing the instability or collapse of the side wall of the foundation pit. risk.
A high-strength pipe pile foundation pit support scheme is adopted. By setting cross plates, air tubes, lock blocks and extrusion rods in the support mechanism, the movable arms and connecting rods are used to form structural chokes to increase the Stability and the fit between the curved plate and the connecting rod ensure the stable position and shape of the support structure inside the foundation pit.
Improves the strength and stability of the foundation pit support structure, provides better foundation support and resistance, adapts to foundation pits of different sizes, and prevents soil from tilting or collapse.
Smart Images

Figure CN222349711U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of foundation pit support, in particular to a high-strength pipe pile foundation pit support. Background Art
[0002] Foundation pit support refers to the engineering measures to support and reinforce the foundation pit in order to prevent soil collapse and ensure construction safety in construction projects. When constructing underground structures, foundation pit excavation is required. At this time, in order to prevent soil collapse, the foundation pit needs to be supported.
[0003] In the existing technology, pipe piles are needed to support foundation pits. However, during the support process, the pipe piles can only be reinforced by fitting with the side walls of the foundation pit rather than structurally interlocking. Therefore, when facing soil pressure and deformation, the stability of the supporting structure may be reduced, increasing the risk of instability or collapse of the side walls of the foundation pit. Utility Model Content
[0004] The purpose of the utility model is to solve the shortcomings in the prior art and provide a high-strength pipe pile foundation pit support.
[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a high-strength pipe pile foundation pit support, comprising: a supporting mechanism, a fixing mechanism is arranged on one side of the supporting mechanism, the supporting mechanism comprises a horizontal plate, an empty pipe is arranged inside the horizontal plate, the inside of the horizontal plate is penetrated and fixed with the outside of the empty pipe, a locking block is arranged on the inner wall of the empty pipe, the inner wall of the empty pipe is penetrated and connected with one end of the locking block, a limiting block is arranged inside the locking block, the inside of the locking block is in contact with the outside of the limiting block, one end of the limiting block is fixedly connected with the inner wall of the empty pipe, an extrusion rod is arranged at one end of the locking block, and one end of the locking block is in sliding contact with the outside of one end of the extrusion rod.
[0006] As a preferred embodiment, the fixing mechanism includes an arc-shaped plate, a plug plate is arranged at one end of the arc-shaped plate, one end of the arc-shaped plate is fixedly connected to one end of the plug plate, and the inner side of the arc-shaped plate fits with one side of the connecting rod.
[0007] As a preferred embodiment, a fixing piece is provided inside one end of the empty tube, the inside of one end of the empty tube is threadedly connected to the outside of one end of the fixing piece, and one end of the fixing piece is threadedly connected to the inside of the extrusion rod.
[0008] As a preferred embodiment, a movable arm is provided at the bottom of the transverse plate, the bottom of the transverse plate is fixedly connected to the top of the movable arm, and the bottom end of the movable arm is movably connected to the inner side of one end of the fixed plate.
[0009] As a preferred embodiment, the interior of the fixed disk is fixedly penetrated by the outer side of one end of the connecting rod, a hollow ring is provided at one end of the connecting rod, and one end of the connecting rod is slidably connected to the inner surface of the hollow ring.
[0010] As a preferred implementation, a pipe pile body is disposed at one end of the hollow ring, and one end of the hollow ring is fixedly connected to one side of the pipe pile body.
[0011] As a preferred implementation manner, a side plate is provided on one side of the connecting rod, and one side of the connecting rod is fixedly connected to the bottom end of the side plate.
[0012] As a preferred implementation, one side of the side plate is in sliding contact with the inner wall of the hollow ring.
[0013] Compared with the prior art, the advantages and positive effects of the utility model are:
[0014] 1. Insert the pipe pile body into the foundation pit, and then move the movable arm. During this process, the empty pipe on the horizontal plate will first contact the side wall. When in contact, continue to push the horizontal plate along the path to make the empty pipe enter the side wall of the foundation pit. Apply external force to the extrusion rod to make it move in the empty pipe. Therefore, the locking block will be affected by its movement and gradually exposed in the empty pipe. After being exposed, as the external force disappears, it will form a structural bite inside the side wall, which can increase the strength and stability of the overall structure and provide better foundation support and resistance.
[0015] 2. Fit the arc plate with the corresponding grooves of the connecting rod. During the fitting process, the plug plate on the arc plate will gradually enter the side wall of the foundation pit. The arc plate is fixed through the connection between the plug rod and the side wall, so that the connecting rod cannot be moved, which can ensure that the supporting structure maintains a stable position and shape inside the foundation pit. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 The utility model provides a structural schematic diagram of a high-strength pipe pile foundation pit support.
[0017] Figure 2 The utility model provides an enlarged structural schematic diagram of a support mechanism component for high-strength pipe pile foundation pit support.
[0018] Figure 3 A schematic diagram of the side section structure of a support mechanism component for high-strength pipe pile foundation pit support provided by the utility model.
[0019] Figure 4 A schematic diagram of the disassembled structure of a supporting mechanism and a fixing mechanism assembly of a high-strength pipe pile foundation pit support provided by the utility model.
[0020] Legend:
[0021] 1. Support mechanism; 11. Pipe pile body; 12. Hollow ring; 13. Connecting rod; 14. Fixed plate; 15. Movable arm; 16. Horizontal plate; 17. Empty pipe; 18. Locking block; 19. Extrusion rod; 110. Fixing piece; 111. Limiting block; 112. Side plate;
[0022] 2. Fixing mechanism; 21. Arc plate; 22. Insert plate. DETAILED DESCRIPTION
[0023] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0024] Example 1
[0025] like Figure 1 - Figure 4 As shown, the utility model provides a technical solution: a high-strength pipe pile foundation pit support, comprising: a supporting mechanism 1, a fixing mechanism 2 is arranged on one side of the supporting mechanism 1, the supporting mechanism 1 comprises a transverse plate 16, an empty pipe 17 is arranged inside the transverse plate 16, the inside of the transverse plate 16 is penetrated and fixed with the outside of the empty pipe 17, a locking block 18 is arranged on the inner wall of the empty pipe 17, the inner wall of the empty pipe 17 is penetrated and connected with one end of the locking block 18, a limiting block 111 is arranged inside the locking block 18, the inside of the locking block 18 is in contact with the outside of the limiting block 111, one end of the limiting block 111 is fixedly connected with the inner wall of the empty pipe 17, an extrusion rod 19 is arranged at one end of the locking block 18, one end of the locking block 18 is in sliding contact with the outside of one end of the extrusion rod 19, a fixing piece 110 is arranged inside one end of the empty pipe 17, and the inside of one end of the empty pipe 17 is in contact with the fixing piece 110 One end of the fixed piece 110 is connected with the outer thread, and one end of the fixed piece 110 is connected with the inner thread of the extrusion rod 19. A movable arm 15 is provided at the bottom of the cross plate 16, and the bottom of the cross plate 16 is fixedly connected to the top of the movable arm 15. The bottom end of the movable arm 15 is movably connected to the inner side of one end of the fixed plate 14. The interior of the fixed plate 14 is penetrated and fixed with the outer side of one end of the connecting rod 13. A hollow ring 12 is provided at one end of the connecting rod 13, and one end of the connecting rod 13 is slidably connected to the inner surface of the hollow ring 12. A pipe pile body 11 is provided at one end of the hollow ring 12, and one end of the hollow ring 12 is fixedly connected to one side of the pipe pile body 11. A side plate 112 is provided on one side of the connecting rod 13, and one side of the connecting rod 13 is fixedly connected to the bottom end of the side plate 112, and one side of the side plate 112 is in sliding contact with the inner wall of the hollow ring 12.
[0026] In this embodiment, the pile body 11 is inserted into the foundation pit to obtain pre-positioning. At this time, the movable arm 15 can be moved to make the cross plate 16 contact the side wall of the foundation pit. In this process, the empty tube 17 on the cross plate 16 will first contact the side wall. When in contact, the cross plate 16 is continuously pushed along the path to make the empty tube 17 enter the side wall of the foundation pit. However, after entering, in order to increase the strength of the structure, an external force is applied to the extrusion rod 19 to make it move in the empty tube 17. During the movement, due to the slope of the end position of the extrusion rod 19, the locking block 18 will be affected by its movement and gradually exposed in the empty tube 17. After being exposed, as the external force does not disappear, it will form a structural bite inside the side wall. This bite effect can increase the strength and stability of the overall structure and provide better foundation support and resistance.
[0027] Secondly, in order to adapt to the size of the foundation pit, when it is necessary to adapt to a larger foundation pit, the connecting rod 13 is pulled out from the hollow ring 12 so that the overall arm span of the connecting rod 13 is extended, so that the supporting structure can cover a larger range of the interior of the foundation pit, thereby adapting to foundation pits of different sizes. At the same time, there are side plates 112 on the connecting rod 13. When extended, the side plates 112 will be adjusted in the same way, and the side plates 112 will always fit with the side walls of the foundation pit, thereby ensuring the close fit between the supporting structure and the side walls of the foundation pit and preventing the soil from tilting or collapsing.
[0028] Example 2
[0029] like Figure 1 - Figure 4 As shown, the fixing mechanism 2 includes an arc plate 21 , an insert plate 22 is arranged at one end of the arc plate 21 , one end of the arc plate 21 is fixedly connected to one end of the insert plate 22 , and the inner side of the arc plate 21 fits with one side of the connecting rod 13 .
[0030] In the present embodiment, after the connecting rod 13 is extended, in order to fix it in the extended position, the arc plate 21 is fitted into the groove corresponding to the connecting rod 13. During the fitting process, the plug plate 22 on the arc plate 21 will gradually enter the side wall of the foundation pit. The arc plate 21 is fixed by the connection between the plug rod and the side wall, so that the connecting rod 13 cannot be moved. This can ensure that the supporting structure maintains a stable position and shape inside the foundation pit, which is particularly important for larger foundation pits or engineering projects that require long-term support.
[0031] Working principle:
[0032] like Figure 1 - Figure 4As shown, by inserting the pipe pile body 11 into the foundation pit, the movable arm 15 can be moved at this time. During this process, the empty pipe 17 on the horizontal plate 16 will first contact the side wall. When in contact, the horizontal plate 16 is continuously pushed along the path so that the empty pipe 17 enters the side wall of the foundation pit. By applying external force to the extrusion rod 19, it is moved in the empty pipe 17. Therefore, the locking block 18 will be affected by its movement and gradually exposed in the empty pipe 17. After being exposed, as the external force does not disappear, it will form a structural bite inside the side wall. Secondly, by pulling out the connecting rod 13 in the hollow ring 12, the overall arm span of the connecting rod 13 is extended, so that the supporting structure can cover a larger range of the inside of the foundation pit, thereby adapting to foundation pits of different sizes.
[0033] The arc plate 21 is matched with the groove corresponding to the connecting rod 13. During the matching process, the plug plate 22 on the arc plate 21 will gradually enter the side wall of the foundation pit. The arc plate 21 is fixed by the connection between the plug rod and the side wall, so that the connecting rod 13 cannot be moved, thereby ensuring that the supporting structure maintains a stable position and shape inside the foundation pit.
[0034] The above description is only a preferred embodiment of the present invention and does not limit the present invention in other forms. Any technician familiar with the profession may use the technical content disclosed above to change or modify it into an equivalent embodiment with equivalent changes and apply it to other fields. However, any simple modification, equivalent change and modification made to the above embodiment based on the technical essence of the present invention without departing from the content of the technical solution of the present invention still falls within the protection scope of the technical solution of the present invention.
Claims
1. A high-strength pipe pile foundation pit support, characterized in that: include: A support mechanism (1), wherein a fixing mechanism (2) is arranged on one side of the support mechanism (1), wherein the support mechanism (1) comprises a transverse plate (16), wherein an empty tube (17) is arranged inside the transverse plate (16), wherein the inside of the transverse plate (16) penetrates and is fixed to the outside of the empty tube (17), wherein a locking block (18) is arranged on the inner wall of the empty tube (17), wherein the inner wall of the empty tube (17) penetrates and is connected to one end of the locking block (18), wherein a limiting block (111) is arranged inside the locking block (18), wherein the inside of the locking block (18) contacts the outside of the limiting block (111), wherein one end of the limiting block (111) is fixedly connected to the inner wall of the empty tube (17), wherein an extrusion rod (19) is arranged at one end of the locking block (18), wherein one end of the locking block (18) slides and contacts with the outside of one end of the extrusion rod (19).
2. A high-strength pipe pile foundation pit support according to claim 1, characterized in that: The fixing mechanism (2) comprises an arc-shaped plate (21), one end of which is provided with an inserting plate (22), one end of the arc-shaped plate (21) is fixedly connected to one end of the inserting plate (22), and the inner side of the arc-shaped plate (21) fits with one side of the connecting rod (13).
3. The high-strength pipe pile foundation pit support according to claim 1 is characterized in that: A fixing piece (110) is disposed inside one end of the empty tube (17), the inside of one end of the empty tube (17) is threadedly connected to the outside of one end of the fixing piece (110), and one end of the fixing piece (110) is threadedly connected to the inside of the extrusion rod (19).
4. The high-strength pipe pile foundation pit support according to claim 1 is characterized in that: A movable arm (15) is provided at the bottom of the transverse plate (16), the bottom of the transverse plate (16) is fixedly connected to the top of the movable arm (15), and the bottom end of the movable arm (15) is movably connected to the inner side of one end of the fixed plate (14).
5. A high-strength pipe pile foundation pit support according to claim 4, characterized in that: The interior of the fixed disk (14) is penetrated and fixed to the outer side of one end of the connecting rod (13); a hollow ring (12) is provided at one end of the connecting rod (13); and one end of the connecting rod (13) is slidably connected to the inner surface of the hollow ring (12).
6. A high-strength pipe pile foundation pit support according to claim 5, characterized in that: A pipe pile body (11) is disposed at one end of the hollow ring (12), and one end of the hollow ring (12) is fixedly connected to one side of the pipe pile body (11).
7. The high-strength pipe pile foundation pit support according to claim 5, characterized in that: A side plate (112) is provided on one side of the connecting rod (13), and one side of the connecting rod (13) is fixedly connected to the bottom end of the side plate (112).
8. The high-strength pipe pile foundation pit support according to claim 7 is characterized in that: One side of the side plate (112) is in sliding contact with the inner wall of the hollow ring (12).