高应力开挖卸荷下洞室岩壁梁爆破施工工艺Excavation Blasting Construction Technology of Crane Beam under High Stress and Unloading Failure Conditions in Large Underground Caverns
王红彬,沈德虎,石焱炯,李毅
摘要(Abstract):
依托于白鹤滩水电站地下厂房工程,通过不断优化与调整岩壁梁开挖爆破程序和方法,以减小爆破扰动、促进应力分区释放、降低卸荷破坏程度。地下厂房开挖采取竖向分层、水平分区,针对岩壁梁区域及其上、下层围岩分别制定精细化开挖爆破措施,分区、分序实施,研发岩台区临时面喷射钢纤维混凝土、设置树脂锚杆等预支护技术、岩台及时支护等防卸荷破坏技术,保证了岩台成型质量,形成一整套适用于跨度大、地应力高、卸荷破坏严重的大型地下洞室岩壁梁开挖爆破施工工艺。
关键词(KeyWords): 白鹤滩水电站;岩壁梁;开挖爆破;卸荷破坏
基金项目(Foundation): 中国长江三峡集团有限公司科研项目资助(JG/18037Y)
作者(Author): 王红彬,沈德虎,石焱炯,李毅
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