摘要
介绍了混凝土大跨现浇空心楼盖的挠度控制与工程应用,结合实际工程需要,提出在柱上板带梁施加预应力的方法。通过有限元分析与堆载检验,解决大跨现浇空心楼盖挠度控制问题,其结论可供进一步推广应用时参考。
This article introduced the large span cast-in-situ hollow concrete floor system deflection control and the project application, the union actual project need, proposed exerts the pro-stressed strap beam on the column the method. Carries the examination through the t'mite element analysis with the piles, the solution great span east-in-situ hollow concrete floor system deflection control question, its conclusion may supply further to promote time the application refers.
出处
《低温建筑技术》
2009年第7期49-51,共3页
Low Temperature Architecture Technology
关键词
空心楼盖
板带梁
预应力
挠度
hollow concrete floor system
strip beam
pre-stressed
deflection