摘要
某抽水蓄能电站地下厂房部位F_(60)断层斜切经过了三大洞室(包括副厂房、主变洞、尾闸室),且延伸到输水系统。F_(60)断层规模较大,与上游其它断层连接。为保证地下厂房运行安全,在原设计的防渗排水系统的基础上,对F_(60)断层进行了处理,主要采取了“堵排结合,以排为主”的方案,即在已有廊道内进行帷幕灌浆和布置系统排水孔。通过F_(60)断层处理,经监测和检查后,该部位渗水量较小,说明处理措施是有效合理的,保证了厂房的运行安全。
In the underground powerhouse of a pumped storage power station,fault F_(60) cuts diagonally through three large chambers(including auxiliary powerhouse,main transformer tunnel and tail gate chamber)and extends to the water conveyance system.F_(60) fault is large in scale and connected with other upstream faults.In order to ensure the operation safety of underground power house,fault F_(60) has been treated based on the original design of seepage-proof drainage system.It mainly adopts the scheme of combination of plugging and draining and mainly draining,curtain grouting and system drainage holes are arranged in existing galleries.After F_(60) fault treatment,the seepage volume in this area is small after monitoring and inspection.It shows that the treatment measures are effective and reasonable and ensure the operation safety of the plant.
作者
孙云峰
龚雪燕
贺苏华
SUN Yun-feng;GONG Xue-yan;HE Su-hua(Power China Zhongnan Engineering Corporation Limited,Changsha 410014,China)
出处
《云南水力发电》
2023年第3期211-214,共4页
Yunnan Water Power
关键词
地下厂房
断层
帷幕灌浆
排水
underground powerhouse
fault
curtain grouting
drain off water