【摘要】 基于地震区半地下式水池类构筑物强度和裂缝的计算,以污水处理装置水池设计为例,分别基于《石油化工钢筋混凝土水池结构设计规范》SH/T3132—2002和ACI 350.03《SEISMIC DESIGN OFLIQUID-CONTAINING CONCRETE STRUCTURES》国内外两种规范体系计算了水池池壁的配筋和裂缝宽度,比较了同一规范体系下,即《石油化工钢筋混凝土水池结构设计规范》,不考虑地震工况和考虑地震工况下配筋和裂缝的结果,最后再用ACI规范计算的结果和石油化工规范计算的结果进行了对比,对比的结果说明了水池类构筑物,特别是含有腐蚀和污染介质的水池类构筑物应该适当考虑地震作用影响的必要性。更多还原

【Abstract】 Based on the design of liquid-containing concrete structures in waste water treatment unit, this article compares the results of container wall strength and crack between static load and seismic load based on Design Specification for Reinforced Concrete Tanks in Petrochemical Industry(SH/T3132-2002),and also compares the results based on SH/T3132-2002 and Seismic Design of Liquid-containing Concrete Structures(ACI350.3).The results show that seismic design is very important for concrete structure containing polluted liquid.更多还原