预应力锚索桩板墙施工方法

By using the prestressed anchor pile slab wall construction method, and utilizing the built-in steel rigid frame and cast-in-place hanging plate formwork system, the problems of slow construction progress and poor safety of traditional construction have been solved, achieving efficient and low-cost post-disaster slope treatment.

CN117513370BActive Publication Date: 2026-07-17ZHEJIANG ZHENGFANG TRAFFIC CONSTR CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
ZHEJIANG ZHENGFANG TRAFFIC CONSTR CO LTD
Filing Date
2023-11-28
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Traditional prestressed anchor pile slab wall construction suffers from slow construction progress and poor safety, especially since construction cannot be completed before the rainy season, and the cost is high.

Method used

The construction method of prestressed anchor pile slab wall is adopted, including anti-slide pile construction, cast-in-place hanging slab formwork system and precast hanging slab assembly structure. The construction progress is accelerated by using built-in steel stiffening frame, and the construction efficiency is improved by combining cast-in-place concrete and precast hanging slab construction.

Benefits of technology

It significantly reduces construction costs, improves construction efficiency, ensures construction safety, and meets the urgent needs of post-disaster slope restoration.

✦ Generated by Eureka AI based on patent content.

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Abstract

本发明一种预应力锚索桩板墙施工方法,包括如下具体步骤:步骤1)、抗滑桩施工;步骤2)、在抗滑桩上进行挡板墙的施工,挡板墙的施工采用现浇挂板施工或者预制挂板组拼施工;步骤3)、在挡板墙的下端施工平台,在平台与坡脚之间施工植草护坡结构。本发明中,抗滑桩施工时采用内置型钢劲性骨架结构,型钢劲性骨架连接方便,加快了抗滑桩施工进度;采用现浇混凝土挂板模板体系进行挡板墙的现浇施工,解决了装配式模板在不规则段的安装难题,实现了混凝土挂板高效快速施工;采用预制挂板组拼结构,通过预埋注浆管,在注浆管上均匀设置注浆孔,保证了预制挡板墙连接节点的强度。
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