| 超长混凝土结构后浇带施工技术的应用 |
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| 引用本文： | 赵庆峰,曾晟.超长混凝土结构后浇带施工技术的应用[J].建筑技术,2011,42(2):120-123. |
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| 作者姓名： | 赵庆峰 曾晟 |
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| 作者单位： | 1. 中铁十局集团有限公司,250032,济南
2. 南华大学核资源与核燃料工程学院,421001,湖南衡阳 |
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| 摘 要： | 设置后浇带是目前钢筋混凝土结构施工与设计中常采用的一种方法，并且在质检中经常接触到后浇带的各种问题。成都地铁1号线控制中心大楼钢筋混凝土结构工程温度后浇带共2246m，沉降届浇带共583m，属于超长混凝土结构后浇带结构。通过采用快易收口网模板技术施工，既保证了后浇带质量，又取得了良好的经济效益。
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| 关 键 词： | 超长混凝土结构 后浇带 快易收口网 |
APPLICATION OF SUPER-LENGTH CONCRETE STRUCTURE LATE POURED BAND CONSTRUCTION TECHNIQUE |
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| ZHAO Qing-feng,ZENG Sheng.APPLICATION OF SUPER-LENGTH CONCRETE STRUCTURE LATE POURED BAND CONSTRUCTION TECHNIQUE[J].Architecture Technology,2011,42(2):120-123. |
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| Authors: | ZHAO Qing-feng ZENG Sheng |
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| Affiliation: | ZHAO Qing-feng1,ZENG Sheng2(1.China Railway the 10th Bureau Corp,250032,Ji`nan,China,2.School of Nuclear Resources and Nuclear Fuel Engineering,University South of China,421001,Hengyang,Hu`nan,China) |
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| Abstract: | Setting post-pouring belt is a commonly-used method for construction and design of reinforced concrete structure at present,and various problems about post-pouring belt are usually encountered during quality inspection.The reinforced concrete structure of Chengdu Subway Line 1 Control Center Building has 2,246m temperature post-pouring belt and 583m subsidence post-pouring belt,the structure belongs to a super-long concrete post-pouring belt structure.The quality of post-pouring belt is guaranteed and favor... |
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| Keywords: | super-long concrete structure late poured band fast-easy setback grid |
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