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江垭水电站地下厂房岩锚吊车梁岩台开挖
引用本文:陈炳祥,刘新英,洪议学.江垭水电站地下厂房岩锚吊车梁岩台开挖[J].人民长江,2000,31(4):6-8.
作者姓名:陈炳祥  刘新英  洪议学
作者单位:1. 铁道部第十六工程局,贵州,威宁,553108
2. 长江水利委员会江垭工程建设监理总站,湖南,慈利,427221
摘    要:岩锚梁的岩台开挖是岩锚梁施工的关键技术,施工时,不仅要确保岩台在开挖过程中的稳定,而且也要确保岩台开挖前后的稳定,同时还要确保在后序开挖过程中不对已浇筑的岩锚梁自身结构的稳定性产生影响。江垭电站的岩锚梁施工,以工程地质体制论为理论基础,岩台开挖分4步进行:第1步在岩台以上2m范围内进行预裂爆破;第2步进行岩面光面爆破;第3步在岩台以下2m范围内进行预裂爆破;第4步在第3开挖层进行预裂爆破。岩台开挖

关 键 词:岩锚吊车梁  岩台开挖  爆破  地下厂房  水电站
修稿时间:2000-03-14

Excavation of rock bench of anchored concrete beam for bridge crane of Jiangya underground powerhouse
CHEN Bing-xiang,LIU Xin-ying,HONG Yi-xue.Excavation of rock bench of anchored concrete beam for bridge crane of Jiangya underground powerhouse[J].Yangtze River,2000,31(4):6-8.
Authors:CHEN Bing-xiang  LIU Xin-ying  HONG Yi-xue
Abstract:The rock bench excavation is a key technique for construction of crane beam anchored on rock.During the constuction,it is important that the stability of the rock bench should be ensured in and after the excavation,and that the structural stability of the completed anchored concrete crane beam should be ensured not to be influenced by the subsequent excavation.The construction of the anchored crane beam at Jiangya Hydropower Station was based on the control theory for engineering geologic body,the rock bench excavation was conducted in four steps:(1) presplit blasting in a 2-m-high rock layer above the rock bench;(2) smooth blasting in the same rock layer;(3) presplit blasting in a 2-m-high rock layer below the rock bench;(4) presplit blasting in the third excavation layer.After excavation,the rock bench had a regular shape and a clear profile.The influence depth of fissures caused by blasting met the design reguirement.The rock bench excavation was successful.
Keywords:anchored bridge crane beam  rock bench excavation  blasting  underground powerhouse  Jiangya Project  
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