贮水池壁板的构造与制作

Construction and production of the storage cistern wall panels

池壁板的结构形式一般有两种:两壁板间有搭接钢筋和两壁板间无搭接钢筋。前一种壁板的横向非预应力钢筋可承受部分拉应力,但外露筋易锈蚀,壁板间接缝混凝土捣固不易密实、府加强振捣。

The cistern wall plate structure form usually has two kinds： they are lap joint steel and without lap joint steel between the two wall panels.Horizontal non-prestressed reinforcement of the former wall plate can withstand some tensile stress,exposed tendons easily were corroded,the tamping of siding joints concrete between the wall is not easy to dense.