摘要
古汉山矿 5 5MPa双门硐防水闸门硐室采用新的设计方法 ,通过三维有限元弹性理论计算模拟计算和工程试压现场应力应变测试 ,找出了在高压水作用下防水闸门硐室混凝土内部应力分布规律 ,填补了我国高压防水闸门硐室设计与施工的空白。
Chamber of 5.5 MPa double-door waterproof sluice-gate adopt new technique in GuHanShan Coal mine this paper count analogue calculating through three-dimensional space tinite protression elastic theory and test of rockstrata pressure,it finds out distribution rule of pressure with chamber concrete inside of waterproof sluice-gate in wigh water pressure acting force,it replenisbs blank space of desigh and construction in high water pressure waterproof sluice-gate chamber in our coountry.
出处
《煤》
2000年第4期29-31,共3页
Coal
关键词
防水闸门
高压
钢筋混凝土
应力
应变
模拟
硐室
设计
施工
waterproof sluice-gate
high pressure
reinforced concrete
pressure
rockstrata pressure