| 《现浇混凝土空心楼盖结构技术规程》(CECS175:2004)介绍 |
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| 引用本文： | 程志军,王晓锋.《现浇混凝土空心楼盖结构技术规程》(CECS175:2004)介绍[J].建筑结构,2006(3). |
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| 作者姓名： | 程志军 王晓锋 |
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| 作者单位： | 中国建筑科学研究院 北京100013 |
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| 摘 要： | 概述了《现浇混凝土空心楼盖结构技术规程》(CECS175:2004)的编制情况和主要技术内容。主要内容包括适用范围、内模、空心楼板两个方向刚度的差别、边支承板楼盖和柱支承板楼盖、结构内力分析、受弯、受剪、受冲切承载力计算、挠度和裂缝控制、配筋及结构构造、施工及验收等。
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| 关 键 词： | 现浇混凝土 空心楼盖 规程 |
Brief Introduction of Technical Specification for Cast-in-situ Concrete Hollow Floor Structure(CECS175:2004) |
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| Cheng Zhijun,Wang Xiaofeng.Brief Introduction of Technical Specification for Cast-in-situ Concrete Hollow Floor Structure(CECS175:2004)[J].Building Structure,2006(3). |
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| Authors: | Cheng Zhijun Wang Xiaofeng |
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| Abstract: | The general situation of formulation and major contents of CECS standard \!Technical specification for cast-in-situ concrete hollow floor structure\" CECS175:2004 are briefly introduced.The main contents comprise range of application,embedded filler,difference of stiffness between two directions of hollow floor slab,edge-supported hollow slab and column-supported hollow slab,structural analysis,calculation of load-bearing capacity of hollow floor slab under flexure,shear and punching shear,control of deflection and crack,arrangement of steel reinforcements and detailing requirements,construction and accepance,etc. |
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| Keywords: | cast-in-situ concrete hollow floor specification |
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