Large-diameter cast-in-situ bored pile hole forming device

By designing a drilling pile-in-filling device combining adjustment slide rails, hydraulic push rods, telescopic rods and clamps, the problem of lack of flexibility and adaptability of existing devices is solved, and the adaptation and stable fixation of grouting pumps and pipelines of different sizes is achieved, which improves the versatility and safety of the device.

CN223034912UActive Publication Date: 2025-06-27CHINA RAILWAY ELEVENTH BUREAU GROUP FIFTH ENGINEERING CO LTD
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Patent Information

Application Number
CN202421908006.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-08
Publication Date
2025-06-27
Estimated Expiration
2034-08-08

AI Technical Summary

Technical Problem

The existing drilling and filling pile hole formation devices lack flexibility and adaptability, making them difficult to adapt to grouting pumps and grouting pipelines of different sizes, resulting in limited use range and insufficient fixing method, which makes it easy to leak or offset.

Method used

A large-diameter drilling pile-in-filling device is designed, and the combination of adjusting slide rails, hydraulic push rods, telescopic rods and clamps is used to achieve adaptation and stable clamping of grouting pumps of different sizes; at the same time, through the linkage between the second hydraulic push rod and the limiting plate, grouting pipes of different diameters are adapted, and structural stability is provided through electric support rods.

Benefits of technology

The wide adaptation of grouting pumps and pipes of different sizes is achieved, the versatility and flexibility of the device is improved, the stability and safety of the grouting process is ensured, and the problems of leakage or offset are avoided.

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Abstract

The utility model discloses a large-diameter cast-in-situ bored pile hole forming device which comprises an adjusting sliding rail, a transverse plate is arranged on the inner side of the adjusting sliding rail in a sliding mode, a first pusher is fixedly arranged above the adjusting sliding rail, a first hydraulic push rod is fixedly connected to the side face of the first pusher, and a connecting plate is fixedly connected to the side face of the first hydraulic push rod. An adjusting telescopic rod is fixedly connected to the side face of the connecting plate, a clamping plate is fixedly arranged on the side face of the adjusting telescopic rod, a grouting pump is clamped to the side face of the clamping plate, and a grouting pipeline is fixedly connected to the lower portion of the grouting pump. Through the synergistic effect of a first pusher and a first hydraulic push rod and in combination with precise cooperation of an adjusting telescopic rod and a clamping plate, wide adaptation and stable clamping of grouting pumps of different sizes are achieved, through the design, the stability and accuracy of the grouting pumps in the working process are guaranteed, the universality and flexibility of the device are greatly improved, and the practicability is high. And the tedious process that equipment needs to be adjusted due to replacement of the grouting pump is reduced.
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Description

Technical Field

[0001] The utility model relates to the technical field of engineering perfusion, in particular to a hole-forming device for large-diameter bored cast-in-place piles. Background Technique

[0002] Some existing hole-forming devices for bored cast-in-place piles have the following deficiencies: firstly, they lack sufficient flexibility and adaptability, making it difficult to meet the requirements of different-sized grouting pumps and grouting pipes, resulting in limited application scope; secondly, the fixing methods are often relatively single and not firm enough, prone to leakage or deviation during the grouting process, affecting the operation quality. Content of the Utility Model

[0003] The purpose of the utility model is to provide a hole-forming device for large-diameter bored cast-in-place piles to solve the problems mentioned in the above background.

[0004] To achieve the above purpose, the utility model provides the following technical solution: a hole-forming device for large-diameter bored cast-in-place piles, comprising: an adjustment slide rail, a cross plate is slidably arranged inside the adjustment slide rail, a first pusher is fixedly arranged above the adjustment slide rail, a first hydraulic push rod is fixedly connected to the side of the first pusher, a connecting plate is fixedly connected to the side of the first hydraulic push rod, an adjustment telescopic rod is fixedly connected to the side of the connecting plate, a clamping plate is fixedly arranged on the side of the adjustment telescopic rod, a grouting pump is clamped on the side of the clamping plate, and a grouting pipe is fixedly connected below the grouting pump.

[0005] As a further scheme of the utility model: an extension plate is fixedly arranged on one side of the adjustment slide rail, a second pusher is fixedly arranged above the extension plate, an electric support rod is fixedly arranged below the extension plate, a second hydraulic push rod is fixedly connected to the side of the second pusher, a fixing plate is fixedly connected to the side of the second hydraulic push rod, the cross plate is fixedly arranged on the side of the fixing plate, a limiting plate is fixedly arranged on the side of the cross plate, and a limiting hole is opened on the side of the limiting plate.

[0006] As a further scheme of the utility model: a support plate movable seat is fixedly arranged below the adjustment slide rail, a support plate is rotatably arranged inside the support plate movable seat, and a roller is fixedly arranged on the side of the support plate movable seat.

[0007] As a further scheme of the utility model: the clamping plate can adapt to grouting pumps of different sizes through the push of the first pusher and the adjustment of the adjustment telescopic rod, and the clamping plate plays a role of fixing and clamping the grouting pump.

[0008] As a further solution of the present utility model: The second pusher drives the second hydraulic push rod to make the cross plate slide inside the adjustment slide rail, thereby adjusting the position of the limiting plate to conveniently adapt to grouting pipes of different sizes. The grouting pipe penetrates through the limiting hole, and the electric support rod provides support force for the extension.

[0009] As a further solution of the present utility model: The support plate provides support stability for the device, and the support plate can be received into the support plate movable seat.

[0010] Compared with the prior art, the beneficial effects of the present utility model are:

[0011] 1. In the present utility model, through the synergistic effect of the first pusher and the first hydraulic push rod, combined with the precise cooperation of the adjustment telescopic rod and the clamping plate, the wide adaptation and stable clamping of grouting pumps of different sizes are achieved. This design not only ensures the stability and accuracy of the grouting pump during operation, but also greatly enhances the versatility and flexibility of the device, reducing the cumbersome process of adjusting the equipment due to replacing the grouting pump.

[0012] 2. The introduction of the second pusher and the second hydraulic push rod, as well as the ingenious linkage between the cross plate, the fixed plate and the limiting plate, enables the position of the grouting pipe to be flexibly adjusted to match the requirements of pipes with different diameters. This design not only simplifies the fixing process of the grouting pipe, but also improves the stability and safety of the pipe fixing, effectively preventing leakage or deviation problems during the grouting process. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 is the overall structural schematic diagram of a large-diameter bored cast-in-place pile hole-forming device described in the present utility model;

[0014] Figure 2 is the structural schematic diagram of the side of a large-diameter bored cast-in-place pile hole-forming device described in the present utility model;

[0015] Figure 3 is the structural schematic diagram of the limiting plate of a large-diameter bored cast-in-place pile hole-forming device described in the present utility model;

[0016] Figure 4 is the structural schematic diagram of the first pusher of a large-diameter bored cast-in-place pile hole-forming device described in the present utility model.

[0017] In the figure: 1. Adjusting slide rail; 2. Horizontal plate; 3. First pusher; 4. First hydraulic push rod; 5. Connecting plate; 6. Adjusting telescopic rod; 7. Clamping plate; 8. Grouting pump; 81. Grouting pipeline; 9. Extension plate; 10. Second pusher; 11. Electric support rod; 12. Second hydraulic push rod; 13. Fixed plate; 14. Limiting plate; 15. Limiting hole; 16. Support plate movable seat; 17. Support plate; 18. Roller. Detailed implementation manners

[0018] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

[0019] In the description of the present invention, it should be noted that the orientation or positional relationship indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. is based on the orientation or positional relationship shown in the accompanying drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus cannot be understood as a limitation to the present invention. In addition, the terms "first", "second", and "third" are only used for descriptive purposes and cannot be understood as indicating or implying relative importance. In the description of the present invention, it should be noted that unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", and "set" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific situations. The embodiments of the present invention will be described below according to the overall structure of the present invention.

[0020] Referring to Figures 1 to 4 , in the embodiment of the present invention, a large-diameter bored cast-in-place pile hole-forming device includes: an adjusting slide rail 1, a horizontal plate 2 is slidably arranged inside the adjusting slide rail 1, a first pusher 3 is fixedly arranged above the adjusting slide rail 1, a first hydraulic push rod 4 is fixedly connected to the side of the first pusher 3, a connecting plate 5 is fixedly connected to the side of the first hydraulic push rod 4, an adjusting telescopic rod 6 is fixedly connected to the side of the connecting plate 5, a clamping plate 7 is fixedly arranged on the side of the adjusting telescopic rod 6, a grouting pump 8 is clamped on the side of the clamping plate 7, and a grouting pipeline 81 is fixedly connected below the grouting pump 8.

[0021] Adopting the above solution: Through the synergistic effect of the first pusher 3 and the first hydraulic push rod 4, combined with the flexibility of adjusting the telescopic rod 6 and the clamping plate 7, the firm clamping of grouting pumps 8 of different sizes can be achieved, thereby improving the versatility and operation efficiency of the device.

[0022] One side of the adjustment slide rail 1 is fixedly provided with an extension plate 9. Above the extension plate 9, a second pusher 10 is fixedly provided. Below the extension plate 9, an electric support rod 11 is fixedly provided. The side of the second pusher 10 is fixedly connected to a second hydraulic push rod 12. The side of the second hydraulic push rod 12 is fixedly connected to a fixing plate 13. The side of the fixing plate 13 is fixedly provided with a cross plate 2. The side of the cross plate 2 is fixedly provided with a limiting plate 14. The side of the limiting plate 14 is provided with a limiting hole 15.

[0023] Adopting the above solution: Through the drive of the second pusher 10 and the second hydraulic push rod 12, the cross plate 2 and the limiting plate 14 slide in the adjustment slide rail 2, thereby realizing the adaptation and fixation of grouting pipes 81 of different diameters.

[0024] Below the adjustment slide rail 1, a support plate movable seat 16 is fixedly provided. Inside the support plate movable seat 16, a support plate 17 is rotatably provided. The side of the support plate movable seat 16 is fixedly provided with a roller 18.

[0025] Adopting the above solution: The combined design of the support plate movable seat 16 and the support plate 17 provides the necessary support and stability for the device. At the same time, with the assistance of the roller 18, it is convenient for the movement and positioning of the device.

[0026] The clamping plate 7 can be adapted to grouting pumps 8 of different sizes through the push of the first pusher 3 and the adjustment of the telescopic rod 6. The clamping plate 7 plays a role in firmly clamping the grouting pump 8.

[0027] Adopting the above solution: Through the combined action of pushing and telescoping, the precise matching and firm fixation of the size of the grouting pump 8 are realized, which helps to improve the stability and accuracy of the grouting pump 8 during the working process and reduce the operation problems caused by vibration or deviation.

[0028] The second pusher 10 drives the second hydraulic push rod 12, so that the cross plate 2 slides inside the adjustment slide rail 1, thereby adjusting the position of the limiting plate 14 to facilitate the adaptation of grouting pipes 81 of different sizes. The grouting pipe 81 passes through the limiting hole 15, and the electric support rod 11 provides a supporting force for the extension 9.

[0029] Adopting the above solution: The electric support rod 11 provides a supporting force for the extension plate 9, ensuring the structural stability during the adjustment process. This design enhances the operation safety of the device for the grouting pipe 81.

[0030] The support plate 17 provides support and stability for the device. The support plate 17 can be retracted into the support plate movable seat 16.

[0031] Adopting the above solution: The support plate 17 serves as the main load-bearing component of the device and is rotatably arranged within the support plate movable seat 16, providing the necessary support force for the device.

[0032] The working principle of the present utility model is as follows: First, the first hydraulic push rod 4 is driven to expand and contract by adjusting the first pusher 3 on the slide rail 1, thereby driving the connecting plate 5 and the adjusting telescopic rod 6 connected thereto to move. The flexible adjustment of the adjusting telescopic rod 6 in cooperation with the clamping plate 7 can adapt to and firmly clamp the grouting pumps 8 of different sizes, ensuring the stability and accuracy of the grouting pump 8 during the working process. The grouting pump 8 performs grouting operations through the grouting pipeline 81 below it. At the same time, in order to further enhance the flexibility and adaptability of the device, a second pusher 10 is provided on the extension plate 9 on one side of the adjusting slide rail 1. This pusher drives the fixed plate 13 and the cross plate 2 connected thereto to slide inside the adjusting slide rail 1 by driving the expansion and contraction of the second hydraulic push rod 12. This design allows the position of the adjusting limit plate 14 to be adjusted, so as to adapt to grouting pipelines 81 of different diameters. The grouting pipeline 81 is stably fixed after passing through the limit hole 15. In addition, the electric support rod 11 provides the necessary support force for the extension plate 9 to ensure the stability of the structure. At the bottom of the device, the support plate 17 in the support plate movable seat 16, with the assistance of the rollers 18, not only provides the necessary support and stability force but also can be conveniently stored in the support plate movable seat 16 when needed to reduce the overall size of the device, facilitating transportation and storage.

[0033] The above is only the preferred specific embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any person skilled in the art within the technical scope disclosed by the present utility model, according to the technical solution of the present utility model and its inventive concept, makes equivalent substitutions or changes, and all should be covered within the protection scope of the present utility model.

Claims

1. A large diameter bored pile hole forming device, characterized in that: include: An adjusting slide rail (1) is provided with a horizontal plate (2) slidingly arranged on the inner side of the adjusting slide rail (1), a first pusher (3) is fixedly arranged above the adjusting slide rail (1), a first hydraulic push rod (4) is fixedly connected to the side of the first pusher (3), a connecting plate (5) is fixedly connected to the side of the first hydraulic push rod (4), an adjusting telescopic rod (6) is fixedly connected to the side of the connecting plate (5), a clamping plate (7) is fixedly arranged on the side of the adjusting telescopic rod (6), a grouting pump (8) is clamped on the side of the clamping plate (7), and a grouting pipe (81) is fixedly connected to the bottom of the grouting pump (8).

2. A large diameter bored pile hole forming device according to claim 1, characterized in that: An extension plate (9) is fixedly arranged on one side of the adjustment slide rail (1), a second pusher (10) is fixedly arranged above the extension plate (9), an electric support rod (11) is fixedly arranged below the extension plate (9), a second hydraulic push rod (12) is fixedly connected to the side of the second pusher (10), a fixed plate (13) is fixedly connected to the side of the second hydraulic push rod (12), the transverse plate (2) is fixedly arranged on the side of the fixed plate (13), a limiting plate (14) is fixedly arranged on the side of the transverse plate (2), and a limiting hole (15) is provided on the side of the limiting plate (14).

3. A large diameter bored pile hole forming device according to claim 1, characterized in that: A support plate movable seat (16) is fixedly arranged below the adjustment slide rail (1), a support plate (17) is rotatably arranged inside the support plate movable seat (16), and a roller (18) is fixedly arranged on the side of the support plate movable seat (16).

4. A large diameter bored pile hole forming device according to claim 1, characterized in that: The clamping plate (7) can be adapted to grouting pumps (8) of different sizes by being pushed by the first pusher (3) and adjusted by the adjustable telescopic rod (6), and the clamping plate (7) plays a role in fixing and clamping the grouting pump (8).

5. A large diameter bored pile hole forming device according to claim 2, characterized in that: The second pusher (10) drives the second hydraulic push rod (12) to make the cross plate (2) slide inside the adjustment slide rail (1), thereby adjusting the position of the limit plate (14) to facilitate the adaptation of grouting pipes (81) of different sizes. The grouting pipe (81) passes through the limit hole (15), and the electric support rod (11) provides support force for the extension (9).

6. A large diameter bored pile hole forming device according to claim 3, characterized in that: The support plate (17) provides supporting and stabilizing force for the device, and the support plate (17) can be stored in the support plate movable seat (16).