广东水利水电
廣東水利水電
엄동수이수전
GUANGDONG WATER RESOURCES AND HYDROPOWER
2015年
2期
33-36
,共4页
压力隧洞%裂缝分析%修补处理
壓力隧洞%裂縫分析%脩補處理
압력수동%렬봉분석%수보처리
pressure tunnel%crack analysis%remedial treatment
该文从瓦屋山水电站压力引水隧洞裂缝基本性态出发，采取不同检测手段，从砼施工质量、周围岩石变形特性及地震影响等方面进行了裂缝成因综合分析，针对不同类别的裂缝采取了相应修补方法，取得了较好效果。
該文從瓦屋山水電站壓力引水隧洞裂縫基本性態齣髮，採取不同檢測手段，從砼施工質量、週圍巖石變形特性及地震影響等方麵進行瞭裂縫成因綜閤分析，針對不同類彆的裂縫採取瞭相應脩補方法，取得瞭較好效果。
해문종와옥산수전참압력인수수동렬봉기본성태출발，채취불동검측수단，종동시공질량、주위암석변형특성급지진영향등방면진행료렬봉성인종합분석，침대불동유별적렬봉채취료상응수보방법，취득료교호효과。
With the vigorous development of hydropower clean energy , concrete pressure diversion tunnel is widely used in the power plant construction .On basis of the basic state of cracks in the pressure diversion tunnel of Wawushan hydropower station , adopting different detection techniques , a comprehensive analysis has been made on the causes of cracks from aspects of concrete construction quality, deformation characteristics of the surrounding rocks and seismic effects etc .It takes appropriate repair methods against different types of cracks , and achieves good results .
