| 全张力结构—索桁架施工实践 |
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| 引用本文： | 韩林福,刘卫兵,徐敏嘉,杨旭.全张力结构—索桁架施工实践[J].山西建筑,2013(35):121-123. |
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| 作者姓名： | 韩林福 刘卫兵 徐敏嘉 杨旭 |
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| 作者单位： | [1]常熟市众联建筑工程咨询有限公司,江苏常熟215500 [2]南京东大现代预应力工程有限责任公司,江苏南京210018 |
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| 摘 要： | 针对乐清体育中心体育场索桁架施工过程,对索网体系的组装、牵引、安装、张拉等进行了详细介绍,并对预应力拉索在张拉过程中结构的反应进行了分析,并以此为依据进行了监控,指出施工监控结果与计算理论值较吻合,圆满完成了索桁架施工。
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| 关 键 词： | 索桁架 牵引 安装 张拉 |
Construction practice of whole-tension structure-cable truss |
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| HAN Lin-fu,LIU Wei＇bing,XU Min-jia,YANG Xu.Construction practice of whole-tension structure-cable truss[J].Shanxi Architecture,2013(35):121-123. |
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| Authors: | HAN Lin-fu LIU Wei＇bing XU Min-jia YANG Xu |
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| Affiliation: | 1. Changshu Zhonglian Building Engineering Consulting Co. , Ltd, Changshu 215500, China; 2. Nanjing Dongda Modern Prestress Engineering Co. , Ltd, Nanjing 210018, China) |
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| Abstract: | In light of cable truss construction process of Leqing sports center stadium, the paper specifically introduces the cable net assembling, pulling, installation and tension and so on, analyzes the structural response of presstressed cable pulling in tension process, and carries out moni- toring. In the end, it points out that： the construction monitoring result is in accordance with theoretical calculation value. Thus, it successfully accomplishes the cable truss construction task. |
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| Keywords: | cable truss pull installation tension |
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