Anti-sliding and anti-sinking pile foundation casing

By setting up support rods and positioning mechanisms on the pile foundation guard, the problem of the traditional guard being easily deviated or sinking during construction is solved, and the stable positioning of the guard being achieved, improving construction efficiency and stability.

CN222557622UActive Publication Date: 2025-03-04CHINA RAILWAY 14TH CONSTR BUREAU GRP 4TH ENG
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Patent Information

Application Number
CN202421010870.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-10
Publication Date
2025-03-04
Estimated Expiration
2034-05-10

AI Technical Summary

Technical Problem

During road construction, traditional casings are prone to deposition or sinking during drilling and filling piles, resulting in low construction efficiency and multiple verifications, which is time-consuming and labor-intensive.

Method used

A pile-based guard is designed to prevent slipping and sinking, and several supporting rods are evenly arranged along the circumference of the guard barrel, and a positioning mechanism for radial positioning is provided on the support bar, including through holes, support plates, nuts and support plates, so that the stable positioning of the guard barrel is achieved through these components.

Benefits of technology

Through the design of support rods and positioning mechanisms, the casing is effectively prevented from deviating and sinking, reducing the number of casing checks, shortening the time for hole formation, improving the on-site pile foundation construction progress, and enhancing construction stability.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an anti-sliding and anti-sinking pile foundation casing which comprises a plurality of supporting rods evenly arranged in the circumferential direction of the casing, and the supporting rods are provided with positioning mechanisms used for positioning the casing in the radial direction. In the construction process, the supporting rod is supported on the ground, the pile casing can be effectively prevented from deviating and sinking, the checking frequency of the pile casing is greatly reduced, the hole forming time of the cast-in-situ bored pile is shortened, the situation of hole collapse caused by waiting for checking in the hole forming process is effectively avoided, the investment of personnel and machinery is reduced, and the on-site pile foundation construction progress is effectively improved through the device.
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Description

Technical Field

[0001] The utility model relates to the technical field of road construction, in particular to a pile foundation casing which can prevent slipping, falling and sinking. Background Art

[0002] The main line pile foundation construction of the road construction project uses casing for bored pile construction. During the casing burial process, in order to ensure balanced force, the casing is inserted vertically and backfilled with clay around it to prevent the casing from sliding and sinking. Traditionally, after the casing is buried, the elevation and verticality of the casing must be detected in real time during the pile foundation drilling process to prevent the casing from deviating or sinking during the drilling process. It requires multiple corrections, which is time-consuming, labor-intensive and inefficient. Utility Model Content

[0003] The utility model aims to solve the above problems and provide a pile foundation casing that prevents slipping and sinking, which can effectively prevent the casing from deviating and sinking, avoid the situation where the casing needs to be checked multiple times, and effectively improve the efficiency of pile foundation drilling work.

[0004] The technical solution adopted by the utility model to solve its technical problems is:

[0005] A pile foundation casing which is anti-slip, falling and sinking comprises a plurality of support rods which are evenly arranged along the circumferential direction of the casing, and a positioning mechanism for radially positioning the casing is provided on the support rods.

[0006] Furthermore, the positioning mechanism comprises a through hole arranged on the support rod and a support plate arranged in the through hole, and the outer side surface of the support plate is an inclined surface inclined inward from top to bottom.

[0007] Furthermore, the through hole is a vertical rectangular through hole.

[0008] Furthermore, a baffle is provided on the upper end of the support plate.

[0009] Furthermore, the positioning mechanism comprises a nut which is arranged on the support rod and threadedly connected to the support rod, and a support plate is provided at one end of the outer side of the nut.

[0010] Furthermore, the support rod is provided with a scale.

[0011] The beneficial effects of the utility model are:

[0012] 1. The utility model includes a plurality of support rods evenly arranged along the circumferential direction of the casing, and a positioning mechanism for radially positioning the casing is provided on the support rods. During the construction process, the support rods are supported on the ground, which can effectively prevent the casing from being displaced and sinking, greatly reducing the number of casing verifications, shortening the drilling time of bored piles, and effectively avoiding the situation of hole collapse due to waiting for verification during the drilling process, reducing the input of personnel and machinery, and the device effectively improves the progress of on-site pile foundation construction. The axial direction of the casing is positioned by the positioning mechanism to prevent the casing from being offset during construction, and the stability is good. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] In order to more clearly illustrate the technical solutions in the embodiments of the utility model or the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, for ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0014] Figure 1 This is a schematic diagram of the structure of the first embodiment of the utility model;

[0015] Figure 2 This is a front view of the first embodiment of the utility model;

[0016] Figure 3 This is a structural schematic diagram of the second embodiment of the utility model.

[0017] In the figure: casing 1, support rod 2, support plate 3, baffle 4, nut 5, support plate 6, scale 7. DETAILED DESCRIPTION

[0018] In order to enable those skilled in the art to better understand the technical solutions in the present invention, the following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work should fall within the scope of protection of the present invention.

[0019] Embodiment 1:

[0020] like Figure 1As shown, a pile foundation casing that prevents slipping and sinking includes a plurality of support rods 2 evenly arranged along the circumferential direction of the casing 1, and a positioning mechanism for radially positioning the casing 1 is provided on the support rods 2. During the construction process, the support rods 2 are supported on the ground, which can effectively prevent the casing from being displaced and sinking, greatly reducing the number of casing checks, shortening the drilling time of bored piles, and effectively avoiding the situation of hole collapse due to waiting for verification during the drilling process, reducing the investment in personnel and machinery, and the device effectively improves the progress of on-site pile foundation construction. The axial direction of the casing 1 is positioned by the positioning mechanism to prevent the casing 1 from being offset during construction, and the stability is good.

[0021] like Figure 1 and Figure 2 As shown, the positioning mechanism includes a through hole arranged on the support rod 2 and a support plate 3 arranged in the through hole. The outer side surface of the support plate 3 is an inclined surface inclined inward from top to bottom. After the casing 1 is installed, the support plate 3 is inserted into the through hole, and the lower end of the support plate 3 penetrates into between the casing 1 and the inner wall of the foundation pit, thereby correcting the inclination of the casing 1 and making it close to the casing, with good stability and simple and convenient operation.

[0022] The through hole is a vertical rectangular through hole.

[0023] like Figure 2 As shown, a baffle 4 is provided at the upper end of the support plate 3, and the baffle 4 can prevent the support plate 3 from falling from the through hole.

[0024] Embodiment 2:

[0025] like Figure 3 As shown, the positioning mechanism includes a nut 5 arranged on the support rod 2 and threadedly connected to the support rod 2, and a support plate 6 is provided at one end of the outer side of the nut 5. After the casing 1 is installed, the nut 5 is rotated and the support plate 6 is supported on the inner wall of the foundation pit, thereby realizing the radial positioning of the casing 1.

[0026] The support rod 2 is provided with a scale 7 to facilitate accurate adjustment of the position of the support plate 6 .

[0027] In the description of the present invention, it should be noted that the terms "left", "right", "up", "down", etc. indicate directions or positional relationships based on the directions or positional relationships shown in the accompanying drawings, and are 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 direction, be constructed and operated in a specific direction, and therefore cannot be understood as a limitation on the present invention.

[0028] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" 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 a direct connection, it can be an indirect connection through an intermediate medium, and it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

Claims

1. A pile foundation casing that prevents slipping and sinking, characterized in that: It comprises a plurality of support rods (2) uniformly arranged along the circumferential direction of the casing (1), wherein the support rods (2) are provided with positioning mechanisms for radially positioning the casing (1); The positioning mechanism comprises a through hole arranged on the support rod (2) and a support plate (3) arranged in the through hole, and the outer side surface of the support plate (3) is an inclined surface inclined inward from top to bottom.

2. The pile foundation casing for preventing slipping and sinking as claimed in claim 1, characterized in that: The through hole is a vertical rectangular through hole.

3. The pile foundation casing for preventing slipping and sinking as claimed in claim 1, characterized in that: A baffle (4) is provided at the upper end of the support plate (3).

4. The pile foundation casing for preventing slipping, falling and sinking as claimed in claim 1, characterized in that: The positioning mechanism comprises a nut (5) arranged on the support rod (2) and threadedly connected to the support rod (2), and a support plate (6) is provided at one end of the outer side of the nut (5).

5. The pile foundation casing for preventing slipping and sinking as claimed in claim 4, characterized in that: The support rod (2) is provided with a scale (7).