| 福州奥体中心体育馆钢网格墙施工 |
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| 引用本文： | 陈琦.福州奥体中心体育馆钢网格墙施工[J].福建工程学院学报,2015,0(4):334-337. |
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| 作者姓名： | 陈琦 |
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| 作者单位： | 福建信息职业技术学院建筑工程系 |
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| 摘 要： | 福州奥林匹克中心体育馆墙面采用单层菱形交叉钢网格结构，与水平地面约成 60°，其北端高约39m、悬挑约20m，施工难度大。文章详细介绍该钢网格墙体的安装方案及其支撑拆除过程。通过钢网格墙安装与卸载后的变形监测，表明结构的变形在规范允许范围之内，说明该施工方法的可靠性和合理性。
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| 关 键 词： | 钢结构 网格墙 施工 支撑拆除 |
Construction of the steel grid wall of Fuzhou Olympic Center Gymnasium |
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| Chen Qi.Construction of the steel grid wall of Fuzhou Olympic Center Gymnasium[J].Journal of Fujian University of Technology,2015,0(4):334-337. |
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| Authors: | Chen Qi |
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| Institution: | Construction Engineering Department, Fujian Polytechnic of Information Technology |
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| Abstract: | The wall of Fuzhou Olympic Center Gymnasium is single-layer (single-deck) diamond shaped cross steel grid, which has an angle of about 60 degrees to the ground with a height of 39 m at the northern end and a cantilever of 20 m. The construction scheme of the steel grid wall and the dismantling method of the temporary support (shoring) structure were described. The monitoring results of the installation and unloading process of the steel grid wall show that the deformation of the steel grid wall (structure) is within the allowable range, that the construction method is reliable and reasonable. |
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| Keywords: | steel structure grid wall construction support (shoring) structure dismantling |
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