大体积蓄水池混凝土底板与池壁防渗漏施工工艺

Construction technology of concrete bottom floor and wall leakage resistance of massive reservoir

结合具体工程实例,介绍了池壁止水带与底板加强带的施工方法以及钢筋、模板、混凝土的施工工艺,分析了用加强带代替后浇带的原因,并对蓄水池进行了闭水试验,结果表明,各项指标均满足规范要求,达到了预期效果。

Combining with the specific engineering example, the paper introduces construction methods of wall waterstops and floor reinforcing band and construction technology of steel, template and concrete, analyzes causes of reinforcing band replacing post-pouring band, and carries closed water test of the reservoir. Results show that： all indicators meet demands and achieve the expected effect.