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整体预应力板柱结构体系采用预制整间大楼板,楼板四角留有直角缺口,与柱角的两个侧面相邻。楼板与柱之间留有2～3厘米空隙,填入早强水泥砂浆,通过板间明槽及柱上预留孔道穿入高强钢丝束,然后以整个建筑平面为单元施加预应力,将柱之间的简支楼板与柱组装起来,在板柱间形成摩擦平接接头,再进行孔道灌浆以及灌注板间明槽
The whole prestressed slab column system adopts a prefabricated whole building slab, and the square corners of the slab leave a right angle notch, adjacent to the two sides of the column corner. Between the slab and the column, there is a gap of 2 to 3 cm. Fill in the early-strength cement mortar. Pass high-strength wire bundles through the open channel between the plate and the reserved holes on the column. Then apply prestress to the entire building plane as a unit. The simple support between the floor and the column is assembled to form frictional butt joints between the columns and columns, and then the channel grouting and pouring of the open slot between the plates