摘要
为解决在东坞水库岩石洞壁开挖管槽的技术难题,研究借鉴了隧洞洞挖和平面槽挖两种开挖工艺。通过分析项目难点,以及方案比选,最终确定采用沿隧洞纵向开挖管槽、分段钻孔、控制爆破、减少震动的开挖工艺。该工艺保证了隧洞围岩的稳定,加快了施工进度,创造出在岩石洞壁分段槽挖的新技术,可推广应用于边坡陡峭的山区道路开挖工程,避免山体大开挖带来的地质灾害和生态破坏。
Cave wall sectioned drilling,blasting control and shake reduction excavation technologies are adopted in order to solve the technical problems in pipe groove excavation in rock cave wall through referring to tunnel cave excavation and plane groove excavation technology,thereby ensuring stable surrounding rock of the tunnel,accelerating construction progress,and creating new technology of sectioned groove excavation on rock cave wall. The technology can be promoted and applied to excavate mountain roads with steep slope,thereby avoiding geological hazards and ecological damage caused by massive mountain excavation.
作者
何国玮
HE Guowei(Zhejiang First Hydropower Construction Group Co.,Ltd., Hangzhou 310052, China)
出处
《水利建设与管理》
2018年第5期10-13,共4页
Water Conservancy Construction and Management
关键词
岩石洞壁
分段管槽挖
爆破开挖
rock cave wall
sectioned pipe groove excavation
blasting excavation