Pile foundation girdling device and girdling method

A technology of girth cutting and pile foundation, which is applied in the direction of measuring device, sheet pile wall, foundation structure engineering, etc., can solve the problems of reducing the construction efficiency of the project, the accuracy of the girth cutting cannot be guaranteed, and the work intensity is high.

Pending Publication Date: 2022-07-29
CHINA FIRST HIGHWAY ENG +2
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The first purpose of the present invention is to provide a pile foundation circumcision device, to alleviate the excess cement concrete circumcision process in the prior art by manual circumcision, due to the limitation of site construction conditions As well as the difference in the operating ability of the operators, the work intensity is high, the ring cutting accuracy cannot be guaranteed, and the technical problems of reducing the efficiency of the project construction

Method used

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  • Pile foundation girdling device and girdling method
  • Pile foundation girdling device and girdling method
  • Pile foundation girdling device and girdling method

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Embodiment 1

[0034] like figure 1 , figure 2 , image 3 and Figure 4 As shown, a pile foundation circumcision device provided in this embodiment includes a moving mechanism 100 and a circumcision mechanism 200. The moving mechanism 100 includes an adjusting assembly 110, the circumcision mechanism 200 is connected to the adjusting assembly 110, and the adjusting assembly 110 is used for Adjust the distance between the circumcision mechanism 200 and the pile foundation.

[0035] By setting the moving mechanism 100 and the circumcision mechanism 200, the mobile mechanism 100 includes an adjusting assembly 110, and the adjusting assembly 110 can drive the circumcision mechanism 200 to adjust the distance from the pile foundation, so that the adjusting assembly 110 can automatically control the circumcision mechanism 200 for the purpose of circumcising the pile foundation, thereby solving the problem that when circumcising the excess cement concrete by manual circumcision in the prior art...

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Abstract

The invention relates to the technical field of bridge pier construction, in particular to a pile foundation girdling device and a girdling method. Comprising a moving mechanism and an annular cutting mechanism, the moving mechanism comprises an adjusting assembly, the annular cutting mechanism is connected to the adjusting assembly, and the adjusting assembly is used for adjusting the distance between the annular cutting mechanism and a pile foundation; meanwhile, the adjusting assembly comprises a vertical telescopic rod and a horizontal telescopic rod, the horizontal telescopic rod is connected between the girdling mechanism and the vertical telescopic rod, the girdling mechanism comprises a connecting column, and the connecting column is connected with the end, away from the vertical telescopic rod, of the horizontal telescopic rod; according to the pile foundation girdling device, the technical problems that in the prior art, redundant cement concrete is subjected to girdling treatment in a manual girdling mode, the working intensity is large, the girdling precision cannot be guaranteed, and the engineering construction efficiency is reduced are solved, and the technical effects of reducing the working intensity and improving the engineering construction efficiency are achieved.

Description

technical field [0001] The invention relates to the technical field of bridge pier construction, in particular to a pile foundation ring cutting device and a ring cutting method. Background technique [0002] In high-rise construction projects, the construction workers need to form pile holes in the foundation by means of mechanical drilling, steel pipe excavation or manual excavation at the construction site. Wall protection and slag discharge, etc. [0003] After the pouring process is completed, in order to ensure the construction quality, the on-site construction personnel need to perform a circumcision treatment on the cement concrete on the upper part of the pile foundation to ensure the pouring quality of the cast-in-place pile. In the prior art, the elevation of the pile head of the pile foundation is usually marked. The excess cement concrete is circumscribed by manual circumcision. Due to the limitations of on-site construction conditions and the difference in the...

Claims

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Application Information

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IPC IPC(8): E02D9/00G01C3/00
CPCE02D9/00G01C3/00
Inventor 徐建国张涛赵振华陈艺文孙俊陈猛超周磊郭缤瑞金学文张金伟
Owner CHINA FIRST HIGHWAY ENG
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