| 广州新图书馆倾斜结构后浇带施工研究的新方法 |
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| 引用本文： | 燕滨,李建友,徐日昌,姚志雄. 广州新图书馆倾斜结构后浇带施工研究的新方法[J]. 广东土木与建筑, 2012, 0(5): 26-27,30 |
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| 作者姓名： | 燕滨 李建友 徐日昌 姚志雄 |
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| 作者单位： | 广州市住宅建设发展有限公司 |
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| 摘 要： | 广州新图书馆属于超长超宽倾斜混凝土结构,后浇带处理需要实用而安全的施工方法,目前国内尚未有类似的工程经验,故首创在后浇带旁断开的框架梁处用钢筋混凝土小柱临时支撑上部楼板结构因设置后浇带而断开的框架梁的方法。
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| 关 键 词： | 倾斜结构 后浇带 钢筋混凝土小柱 临时支撑 |
A New Construction Study on Late Poured Band of the Inclined Concrete Structure in Guangzhou New Library |
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| Yan Bin Li Jianyou Xu Richang Yao Zhixiong. A New Construction Study on Late Poured Band of the Inclined Concrete Structure in Guangzhou New Library[J]. Guangdong Architecture Civil Engineering, 2012, 0(5): 26-27,30 |
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| Authors: | Yan Bin Li Jianyou Xu Richang Yao Zhixiong |
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| Affiliation: | Yan Bin Li Jianyou Xu Richang Yao Zhixiong(Guangzhou Residential Construction Development Co.,Ltd.Guangzhou 510075,China) |
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| Abstract: | Guangzhou new library is belong to the superlong and superwide inclined concrete structure.Late poured band treatment needs the practical and safe construction method.For the present,a case project experience,to which no analogue exists in our country.This project construction originated with a new frame beam construction method for late poured band where disconneted section of the frame beam temporary supported by reinforced concrete columellas for the upper floor structure which can be connected by the late pouring with next frame beam. |
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| Keywords: | tilt structure pouring belt reinforced concrete column temporary support |
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