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高边坡黏结式端锚型预应力锚索快速锚固张拉施工技术

晏和林 赵琼仙

云南水力发电2026,Vol.42Issue(6):40-42,55,4.
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云南水力发电2026,Vol.42Issue(6):40-42,55,4.DOI:10.3969/j.issn.1006-3951.2026.06.010

高边坡黏结式端锚型预应力锚索快速锚固张拉施工技术

Construction Technology for Fast Anchoring and Tensioning of High Slope Adhesive End Anchored Prestressed Anchor Cables

晏和林 1赵琼仙1

作者信息

  • 1. 中国水利水电第十四工程局有限公司,云南 昆明 650200
  • 折叠

摘要

Abstract

In response to the pain points of low construction efficiency and long maintenance period of traditional prestressed anchor cables for high slopes,this study focuses on the core technology of fast anchoring and tensioning of adhesive end anchored prestressed anchor cables based on the tailwater outlet slope project of a hydropower station.Through the application of new high-strength materials,adaptation of specialized equipment,and optimization of construction processes,a complete technical system covering"materials equipment processes quality control"has been formed,achieving a breakthrough in tensioning on the day of grouting in the anchoring section.On site engineering practice has shown that this technology can shorten the construction period of single bundle anchor cables to 3-4 days,with a compressive strength of over 40 MPa within 24 hours and a stress loss of≤8%after 48 hours of tension locking.It provides a replicable technical solution for rapid construction of high slope anchor cables.

关键词

高边坡支护/预应力锚索/快速锚固/张拉施工

Key words

high slope support/prestressed anchor cable/quick anchoring/tensioning construction

分类

建筑与水利

引用本文复制引用

晏和林,赵琼仙..高边坡黏结式端锚型预应力锚索快速锚固张拉施工技术[J].云南水力发电,2026,42(6):40-42,55,4.

云南水力发电

1006-3951

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