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复杂地质条件下大型地下厂房顶拱施工技术研究

陈洪来

水力发电2013,Vol.39Issue(3):53-56,4.
水力发电2013,Vol.39Issue(3):53-56,4.

复杂地质条件下大型地下厂房顶拱施工技术研究

Study on Construction Technique of Large Underground Powerhouse's Crown Arch under Complex Geological Conditions

陈洪来1

作者信息

  • 1. 江苏国信溧阳抽水蓄能发电有限公司,江苏溧阳213334
  • 折叠

摘要

Abstract

The construction area of underground powerhouse in Liyang Pumped-storage Power Station has a complex geological conditions and abundant groundwater, so the stability of surrounding rocks of underground caverns, especially of the crown arch, is the key of excavation. By advanced groundwater lowering, crown arch's pre-consolidation grouting and advanced geological exploration, the self stability of surrounding rock is improved. The principle of "Short footage, weak blasting and strong support" is strictly implemented in crown arch excavation which is conducted according to the procedures of arch anchor cable drilling, displacement meter installation, pilot tunnel excavation and support at two sides, middle pier excavation and support, system anchor cable installation and arch—foot pre—stressed anchor installation. The safety monitoring results indicate that the deformation of surrounding rock in construction is effectively suppressed and the security of crown arch is in a controlled state. The arch excavation completes two months in advance which is a good result of underground powerhouse excavation under adverse geological conditions.

关键词

地下厂房/顶拱/开挖/支护/溧阳抽水蓄能电站

Key words

underground powerhouse/ crown arch/ excavation/ support/ Liyang Pumped-storage Power Station

分类

建筑与水利

引用本文复制引用

陈洪来..复杂地质条件下大型地下厂房顶拱施工技术研究[J].水力发电,2013,39(3):53-56,4.

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