| 结构试验反力墙及箱式台座计算模型与技术指标 |
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| 引用本文： | 乐风江,张德娟,徐彦卿.结构试验反力墙及箱式台座计算模型与技术指标[J].结构工程师,2011,27(Z1):245-248. |
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| 作者姓名： | 乐风江 张德娟 徐彦卿 |
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| 作者单位： | 1. 新疆大学建筑工程学院,新疆,乌鲁木齐830047
2. 新疆大学建筑设计研究院,新疆,乌鲁木齐830008 |
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| 摘 要： | 本文介绍了大型结构试验反力墙、箱式台座的设计方法,计算模型及质量控制指标,指出反力墙应按箱型悬臂梁设计,箱式台座作为反力墙的基础和约束固定端应具有足够的刚度,可按箱型基础计算其沉降和底板承栽力.同时也对台座面板的计算方法作了介绍,并说明了反力墙、箱式台座的施工控制标准及大型加荷架的质量要求.
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| 关 键 词： | 反力墙 箱式台座 计算模型 技术指标 |
Calculation Model and Quality Control Index for Strong Floor and Reaction Wall in Structural Laboratory |
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| YUE Fengjiang,ZHANG Dejuan,XU Yanqing.Calculation Model and Quality Control Index for Strong Floor and Reaction Wall in Structural Laboratory[J].Structural Engineers,2011,27(Z1):245-248. |
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| Authors: | YUE Fengjiang ZHANG Dejuan XU Yanqing |
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| Affiliation: | YUE Fengjiang~(1*) ZHANG Dejuan~1 XU Yanqing~2 (1.School of Civil Engineering in Xinjiang University,Urumqi,Xinjiang 830047,China,2.Architectural Design Institute in Xinjiang University,Xinjiang 830008,China) |
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| Abstract: | The design method and calculation model as well as the quality control index of box strong floor and reaction wall in structural testing laboratory are introduced.It is pointed out that a model of box cantilever beam should be made for reaction wall and the strong floor for reaction wall should be treated as box foundation for calculation and also should meet the requirement of enough stiffness to fix the reaction wall.In addition, the calculation method of panel of strong floor is introduced and the qualit... |
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| Keywords: | reaction wall box strong floor calculation model technological index |
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