针对鹤岗市三宝小区综合楼屋盖受力特点,对比分析了由普通钢筋混凝土单向板与预应力混凝土主次梁组成的肋梁楼盖和双向预应力混凝土框架梁与无粘结预应力混凝土双向板所组成的四边预应力梁支承的无粘结预应力混凝土双向板楼盖方案。综合考虑截面尺寸、材料用量、总造价、使用功能等诸多因素,最后确定了无粘结预应力混凝土双向板楼盖方案为工程取用方案,同时扼要介绍了该方案的设计过程。可为同类工程设计时参考。
With the roof's characteristics of SanBao Community Building in HeGang, we contrasted and analyzed the Rib- Beam roof composed of regular one - way reinforced concrete slab and prestressed concrete primary and secondary beams, the two- way unbounded prestressed concrete roof supported by beams on four edges composed of the framework of prestressed concrete beams and two- way unbounded prestressed slab. Considering the section dimensions, materials usage, the overall cost, functionality, and many other factors, we have finalized a two - way unbounded prestressed concrete Floor- access program for the project, and briefly introduced the program design process. The results may be provided references for similar engineering projects.