| 国家大剧院壳体钢结构吊装施工 |
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| 引用本文： | 邵茂,张从思.国家大剧院壳体钢结构吊装施工[J].施工技术,2004,33(5):6-10. |
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| 作者姓名： | 邵茂 张从思 |
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| 作者单位： | 国家大剧院工程总承包联合体,北京100031 |
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| 摘 要： | 国家大剧院工程设计新颖独特 ,其椭球形壳体屋面结构为大跨度拱形梁架构成的超大空间钢结构 ,体量大 ,高空拼装对接 ,标准构件少 ,工期紧 ,施工难度颇大。本工程合理地进行吊装机械配置 ,选用科学可靠的安装方法 ,精心组织安排施工 ,保证了吊装进度和安装精度 ,取得了很好的社会经济综合效益。
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| 关 键 词： | 壳体钢结构 大跨度 吊装机械 测量控制 温度变形 |
| 文章编号： | 1002-8498(2004)05-0006-04 |
| 修稿时间： | 2004年2月20日 |
Lifting Construction of the Steel Shell Structures of National Great Theater |
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| SHAO Mao,ZHANG Cong-si.Lifting Construction of the Steel Shell Structures of National Great Theater[J].Construction Technology,2004,33(5):6-10. |
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| Authors: | SHAO Mao ZHANG Cong-si |
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| Abstract: | The design of National Great Theater is very novel and special, and its ellipsoidal shell roof structure is an ultra-large spatial steel structure which consists of many large-span arch-shape beam frames. Because it has a very large size and little standard structural parts, its construction time was short and there are many construction difficulties, engineers adoped the high-level assembly construction method, proper lifting machines and scientific and reliable installation methods, and these measures ensured lifting process and installation precision, lowered comprehensive construction costs and achieved good social and economic benefits. |
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| Keywords: | steel shell structure large-span lifting machine measure control temperature deformation |
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