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一、贮液池结构的几种型式1.法国于1955年建成一座容量为2500立米的地下预应力混凝土贮液池(图1),结构颇为别致。贮液池内径为26米,池高为10米,池底和池盖被设计成球壳型式,池底厚180毫米,池盖厚120毫米,在池盖与池底的两壳体联结区域,布置有一道预应力钢筋混凝土支座环梁,以承受两壳体的拱推力,这类贮液池可以节约大量的钢筋和混凝土。
First, several types of reservoir structure 1. France in 1955 to build a capacity of 2500 cubic meters of underground prestressed concrete reservoir (Figure 1), the structure is rather chic. The inner diameter of the sump is 26 meters and the height of the sump is 10 meters. The bottom of the sump and the sump of the sump are designed into a spherical shell type. The bottom of the sump is 180 mm thick and the thickness of the sump is 120 mm. , Arranged with a prestressed reinforced concrete support ring beam to withstand the thrust of the two shell arch, such reservoirs can save a lot of steel and concrete.