现浇混凝土空心楼盖计算方法的探讨

袁波; 徐其功

2013, 5(4): 64-70.

现浇混凝土空心楼盖计算方法的探讨

1.	深圳天华建筑设计有限公司，深圳 518000
2.	广东省建筑科学研究院，广州 510502

网络出版日期: 2013-08-01

作者简介: 袁波(1987-)，男，助理工程师。主要从事结构设计工作

Discussion on Calculation Method for Cast-in-situ Concrete Hollow Floor

Yuan Bo ^1,, Xu Qigong ^2,

1.	Shenzhen Tianhua Architectural Design Co., Ltd., Shenzhen 518000, China
2.	Guangdong Provincial Academy of Building Research, Guangzhou 510502, China

Available Online: 2013-08-01

引用本文: 袁波, 徐其功. 现浇混凝土空心楼盖计算方法的探讨[J]. 土木建筑工程信息技术, 2013, 5(4): 64-70.

Citation: Yuan Bo, Xu Qigong. Discussion on Calculation Method for Cast-in-situ Concrete Hollow Floor[J]. Journal of Information Technologyin Civil Engineering and Architecture, 2013, 5(4): 64-70.

摘要:以越来越被广泛应用的箱体内模现浇混凝土空心楼盖为例，探讨分析现浇混凝土空心楼盖参与整体计算的方法，并进行一定的简化，从而推广该结构的应用。

关键词: 现浇混凝土空心楼盖, 密肋梁法, 空间等代框架法, 刚度等效

Abstract: With cast-in-situ concrete hollow floor with box model more and more Widely used as an example, analyze calculation method for cast-in-situ concrete hollow floor, and simplify the method to popularize application of the structure.

Key words: Cast-in-situ Concrete Hollow Floor, Ribbed-beam Method, Spatial Equivalent Frame Method, Equivalent Stiffness

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现浇混凝土空心楼盖计算方法的探讨

Discussion on Calculation Method for Cast-in-situ Concrete Hollow Floor

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