| 点支式玻璃建筑单层索网体系施工技术分析 | |
| 吴丽丽 ; 王元清 ; 石永久 ; 罗忆 ; 王洪波 ; 徐悦 ; WU Li-li ; WANG Yuan-qing ; SHI Yong-jiu ; LUO Yi ; WANG Hong-bo ; XU Yue | |
| 2010-07-19 ; 2010-07-19 | |
| 关键词 | 点支式 单层索网 预应力 分级张拉 point-supporting single-layer cable network prestress multistage tension TU758.1 |
| 其他题名 | Construction Technology Analysis on Single-layer Cable Network in Point-supporting Glass Facade |
| 中文摘要 | 点支式玻璃建筑单层索网体系预应力施加方法、检测尚缺乏系统的研究,预应力损失无确切的计算方法,而且施工预应力也只能依据工程实际情况处理。本文以联想融科大厦C座点支式玻璃大堂结构单层索网体系为例,介绍了这种结构的施工工艺和施工方法。; There is little research on the exertion and inspection of pretension, and few methods to estimate the loss of prestress for single-layer cable network of point-supporting glass facades, even still no quantitative criterion for super-stretching, therefore everything have to be determined according to construction spots. The construction technology of this kind of structures is introduced through the example of single-layer cable network in point-supporting glass corridor of Legend Raycom edifice, expected to provide an effective reference for similar practices.; KGE研究基金资助项目 |
| 语种 | 中文 ; 中文 |
| 内容类型 | 期刊论文 |
| 源URL | [http://hdl.handle.net/123456789/75052]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | 吴丽丽,王元清,石永久,等. 点支式玻璃建筑单层索网体系施工技术分析[J],2010, 2010. |
| APA | 吴丽丽.,王元清.,石永久.,罗忆.,王洪波.,...&XU Yue.(2010).点支式玻璃建筑单层索网体系施工技术分析.. |
| MLA | 吴丽丽,et al."点支式玻璃建筑单层索网体系施工技术分析".(2010). |
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