摘要
依托某引水发电系统水电站地下厂房工程,通过预应力长锚杆支护施工,采用高强砂浆进行锚固,减少了与其他作业间的干扰,缩短了支护工期,迅速有效的抑制了因大跨度洞室开挖后引起施工过程中的围岩变形,恢复围岩的整体受力状态,提高了洞室开挖后的整体稳定性,有效保障了施工及运营期安全。
The underground powerhouse project of a water diversion and power generation system hydropower station is supported by prestressed long anchor rods and anchored with high-strength mortar.It reduces interference with other operations,shortens the support period,quickly and effectively suppresses the deformation of the surrounding rock caused by the excavation of large-span caverns during the construction process,restores the overall stress state of the surrounding rock,improves the overall stability of the caverns after excavation,and effectively ensures construction safety and operation period.
作者
王军
梁岩
张楚
WANG Jun;LIANG Yan;ZHANG Chu(POWERCHINA SINOHYDRO ENGINEERING BUREAU 14 CO.,LTD.,Kunming 650041,China)
出处
《云南水力发电》
2024年第9期93-96,共4页
Yunnan Water Power
关键词
早强砂浆
预应力锚杆
围岩
支护
early strength mortar
prestressed anchor rod
surrounding rock
support