| 大跨度钢桁架滑移施工技术 |
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| 引用本文： | 胡鸿志,廖雪颖,刘震华. 大跨度钢桁架滑移施工技术[J]. 建筑技术, 2007, 38(7): 514-517 |
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| 作者姓名： | 胡鸿志 廖雪颖 刘震华 |
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| 作者单位： | 北京市机械施工有限公司,100045,北京;北京市机械施工有限公司,100045,北京;北京市机械施工有限公司,100045,北京 |
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| 摘 要： | 国家会议中心工程选用滑移施工技术安装,不但解决了现场机械起重能力不能满足吊装要求,并且存在一定范围盲区的大跨度桁架的问题,而且节约了成本,降低了施工的难度,使施工质量和施工的安全得到了保证。
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| 关 键 词： | 滑移 钢桁架 支撑梁 滑移轨道 卸载 |
| 文章编号： | 1000-4726（2007）07-0514-04 |
| 修稿时间： | 2007-01-12 |
SLIPPING CONSTRUCTION OF LARGE-SPANNED STEEL TRUSS |
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| HU Hongzhi,LIAO Xueying,LIU Zhenhua. SLIPPING CONSTRUCTION OF LARGE-SPANNED STEEL TRUSS[J]. Architecture Technology, 2007, 38(7): 514-517 |
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| Authors: | HU Hongzhi LIAO Xueying LIU Zhenhua |
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| Affiliation: | Beijing Mechanized Construction Co.,Ltd., 100045, Beijing, China |
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| Abstract: | The National Conference Center Project being taken as a case,discussion is made on the slipping construction technology of large-spanned truss which exceeds the loading capacity and the operation scope of the site crane.This technology has not merely settled above-mentioned problem,but also saved cost,reduced construction difficulty,and ensured construction quality and safety. |
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| Keywords: | slip steel truss support beam slide track unloading |
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