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混凝土结构施工阶段风荷载标准值取值评析
引用本文:赵勇,王晓锋,姜波,程志军. 混凝土结构施工阶段风荷载标准值取值评析[J]. 施工技术, 2012, 41(6): 33-36,57
作者姓名:赵勇  王晓锋  姜波  程志军
作者单位:1. 同济大学土木工程学院,上海,200092
2. 中国建筑科学研究院,北京,100013
基金项目:国家科技支撑计划项目课题(2011BAJ10B06)
摘    要:总结了国内外标准的施工阶段风荷载标准值取值规定,并分析了我国主要城市不同重现期风压的关系。以国家标准《建筑结构荷载规范》GB50009—2001的计算公式为基础,对施工阶段的主体结构和施工辅助设施结构,提出了施工阶段风荷载标准值修正建议,通过算例说明了建议的应用。《混凝土结构工程施工规范》GB50666—2011的附录A部分采纳了该建议。

关 键 词:混凝土结构  施工  风荷载  基本风压  重现期

Discussion on Characteristic Value of Wind During Construction Stage of Concrete Structures
Zhao Yong , Wang Xiaofeng , Jiang Bo , Cheng Zhijun. Discussion on Characteristic Value of Wind During Construction Stage of Concrete Structures[J]. Construction Technology, 2012, 41(6): 33-36,57
Authors:Zhao Yong    Wang Xiaofeng    Jiang Bo    Cheng Zhijun
Affiliation:1.College of Civil Engineering,Tongji University,Shanghai 200092,China; 2.China Academy of Building Research,Beijing 100013,China)
Abstract:A summary on characteristic value of wind during construction stage specified in different standards is presented,while the wind pressures of difference return periods are analyzed.Based on the calculation formulae in Load code for the design of building structures GB50009—2001,the revised formulae on characteristic value of wind during construction stage for the main structure and the structures of construction facilities are proposed.A calculation example is given to illustrate application of revised suggestion.Some suggestions are adopted in appendix A of Code for construction of concrete structures GB50666—2011.
Keywords:concrete structures  construction  wind load  reference wind pressure  return period
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