科技资讯2024,Vol.22Issue(1) :114-117.DOI:10.16661/j.cnki.1672-3791.2305-5042-3510

试分析高边坡支护预应力锚索施工

Trial Analysis of Prestressed Anchor Cable Construction for High Slope Support

蒋炳林
科技资讯2024,Vol.22Issue(1) :114-117.DOI:10.16661/j.cnki.1672-3791.2305-5042-3510

试分析高边坡支护预应力锚索施工

Trial Analysis of Prestressed Anchor Cable Construction for High Slope Support

蒋炳林1
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作者信息

  • 1. 中国电建集团重庆工程有限公司 重庆 400060
  • 折叠

摘要

预应力锚索施工技术能够有效防止高边坡失稳,使高边坡在设计使用年限内保持稳定,是高边坡支护加固的有效手段,技术应用价值相对较高.为高质量展开预应力锚索施工技术应用,需要做好技术相关内容探讨,以便制订出有效施工技术应用方案,保证最终高边坡支护整体效果.通过对预应力锚索施工技术优势的分析,对技术应用基本情况进行介绍,并通过对云南某城市停车场建设项目高边坡支护结构专项方案(A9-3地块)实际案例的分析,对高边坡支护预应力锚索施工技术展开深度探讨,旨在提高预应力锚索施工技术应用水平,保证高边坡预应力锚索支护施工质量.

Abstract

Prestressed anchor cable construction technology can effectively prevent the instability of high slopes and maintain the continuous stability of high slopes within the designed service life,and it is an effective method for the support and reinforcement of high slopes and has relatively high technical application value.In order to carry out the high-quality application of prestressed anchor cable construction technology,it is necessary to explore relevant technical content to develop effective construction technology application plans and ensure the final overall effect of high slope support.The article will introduce the basic situation of technology application by analyzing the advan-tages of prestressed anchor cable construction technology,and deeply explore prestressed anchor cable construction technology for high slope support by analyzing the actual case of the special plan for the high slope support structure of an urban parking lot construction project in Yunnan(plot A9-3),aiming to improve the application level of prestressed anchor cable construction technology,and ensure the construction quality of prestressed anchor cable support for high slopes.

关键词

预应力锚索施工技术/高边坡支护/钻孔/编束/锚索安装

Key words

Prestressed anchor cable construction technology/High slope support/Drilling/Bundling/Anchor cable installation

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出版年

2024
科技资讯
北京国际科技服务中心 北京合作创新国际科技服务中心

科技资讯

影响因子:0.51
ISSN:1672-3791
参考文献量2
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