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介绍了一幢位于新疆吐鲁番市的长65.3 m的6层现浇钢筋混凝土框架结构采用设置后浇带和配筋加强来进行温度收缩裂缝控制的设计方法,裂缝控制效果良好,表明在吐鲁番这样极端干热地区建设超长混凝土结构房屋是可以做到的。
The design method of a 65.3 m long 6-storey cast-in-site reinforced concrete frame structure located in Turpan, Xinjiang, using temperature control and shrinkage control with post-pouring strip and reinforcement reinforcement was introduced. The crack control effect is good. It shows that in the extreme of Turpan Construction of extra-long concrete structures in dry and hot areas can be done.