Construction method for pulling out prestressed anchor cable

By employing a self-made anchor cable pulling drill with staged unloading and dynamic axis guidance technology, the problem of removing long and skewed prestressed anchor cables was solved, achieving a safe and controllable anchor cable removal effect.

CN122406747APending Publication Date: 2026-07-17SHENZHEN GONGKAN GEOTECHN GRP +1
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Patent Information

Application Number
CN202610650010.2
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2026-05-12
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies are difficult to use efficiently and safely to remove long and skewed prestressed anchor cables, often leading to anchor cable breakage, ejection risks, and safety hazards. Furthermore, traditional methods are prone to causing anchor cables to be cut due to axis deviation, making complete removal impossible.

Method used

A self-made anchor cable pulling drill was used to release prestress through staged unloading. A large-diameter steel casing was used to drill through the support pile to form an enlarged hole. The anchor cable axis was dynamically determined and used as a guide to gradually insert a small-diameter steel casing. The anchor cable was pulled out in sections to ensure trajectory tracking and safe extraction.

Benefits of technology

It achieved the complete, efficient, and safe removal of long and skewed prestressed anchor cables, avoiding the risks of anchor cable cutting and ejection, and ensuring the controllability and safety of the removal process.

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Abstract

本发明公开了一种既有预应力锚索起拔的施工方法,涉及建筑技术领域,包括以下步骤:S10,清理作业平面,并在作业平面上搭设作业平台;S20,将自制锚索起拔钻机吊装至作业平台;S30,对预应力锚索进行分级卸荷以释放预应力;S40,将第一钢套管与第一合金钻头安装至自制起拔钻机;S50,使用自制锚索起拔钻机张紧锚头;S60,驱动第一钢套管及第一合金钻头环切钻进;S70,将第一钢套管及第一合金钻头更换为第二钢套管及第二合金钻头,并张紧锚头;S80,驱动第二钢套管及第二合金钻头沿扩孔进行钻进;S90,通过自制锚索起拔钻机分段将锚索拔出,并对锚孔进行注浆回填。本发明的有益效果:能够实现对长而偏斜的既有预应力锚索的完整、高效、安全拔除。
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