论文部分内容阅读
本文主要从水库大坝的结构安全出发,依据有关现行规范规定和大坝安全评价分类标准,对涧里水库大坝上、下游抗滑稳定性和结构安全性进行了综合评价。根据目前工程现状,涧里水库大坝上、下游坝坡抗滑稳定性整体上均满足规范要求,但是,溢洪道未按设计要求完成,溢洪道右岸0+110～0+132段挡水墙高度不够,结构单薄,不满足抗倾稳定要求,且防浪墙、放水管裂缝影响坝体结构完整性。因此,涧里水库大坝结构稳定性为C级。
In this paper, starting from the structural safety of dam, according to the relevant provisions of the current norms and dam safety evaluation criteria for classification, Jianli reservoir dam upstream and downstream anti-skid stability and structural safety were evaluated. According to the current status quo of the project, the anti-sliding stability of the dam slopes at downstream and upstream of the Jianli reservoir dam meets the requirements as a whole. However, the spillway has not been completed according to the design requirements. The height of the retaining wall on the right bank of 0 + 110 ~ 0 + 132 of the spillway is not enough , The structure is thin, does not meet the requirements of anti-dumping stability, and wave wall, the impact of drainage pipe cracks structural integrity of the dam. Therefore, Jianli reservoir dam structural stability of C level.