英语翻译
英语翻译
防浪墙
Wave wall
坝顶上游侧修建一定高度的防浪墙,既可起到挡水、防浪作用,又可减少堆石填筑量和面板的面积,降低工程造价.根据《混凝土面板堆石坝设计规范》（SL228-98）,防浪墙的高度取为3.5m.防浪墙高出坝顶1.0m,墙顶高程158.0m；墙底高程154.5m,墙底高于正常蓄水位0.5m； (为了便于检查行走,在防浪墙上游侧底板顶高程154.9m设宽0.8m的人行便道.
防浪墙采用悬臂式钢筋混凝土结构,根据《水闸设计规范》（SL265-2001）,按挡土墙方法对防浪墙进行抗倾、抗滑稳定计算,在控制性荷载组合工程完建期情况下,抗倾、抗滑稳定均满足规范要求.
防浪墙在高程154.82m与混凝土面板相接,与面板间分缝设表面柔性止水、底部紫铜片两道止水.防浪墙沿坝轴线方向设置伸缩、沉降缝,间距12.0m,与垂直缝错开布置,缝间设置橡胶止水带.
Crest upstream side of the screen to build a certain height, can have water, wave function, can decrease again TianZhuLiang and panel of the area, reduce the construction cost. According to the concrete face rockfill dam design specification (SL228-98), the height of screen for 3.5 m. Researching crest above 1.0 m, elevation 158.0 m, The wall 154.5 m, wall bottom elevation higher than normal impoundment level 0.5 m, In order to facilitate inspection (walk, researching in upstream side floor height 154.9 m wide 0.8 m set of human pavement.
By researching the cantilever steel reinforced concrete structure, based on the design code for SL265 (gate - 2001), according to the method of researching on the retaining wall and anti-inclining stability against sliding and calculation, in controlling the load combination engineering cases and anti-inclining stability against sliding and meet the requirements specification.
Screen,