| 深圳俊园超高层建筑结构工程施工 |
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| 引用本文： | 石伟国,刘秋生. 深圳俊园超高层建筑结构工程施工[J]. 建筑技术, 1999, 30(11): 761-764 |
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| 作者姓名： | 石伟国 刘秋生 |
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| 作者单位： | 江苏省建筑安装工程股份有限公司深圳分公司 |
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| 摘 要： | 深圳俊园工程地下３层,地上４７层,高１６１ｍ。施工中采用了人工挖孔桩加预应力错杆深基坑支护,大体积混凝土三掺技术、桩墙合一、颈性钢筋混凝土结构、梁式了板式转换层等技术,效果良好,经济效益明显。
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| 关 键 词： | 超高层建筑 粗墙合一 转换层 建筑结构工程 |
| 修稿时间： | 1999－07－06 |
THE SUPER-HIGHRISE BUILDING CONSTRUCTION OF THE SHENZHEN JUNYUAN PROJECT |
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| SHI Weiguo LIU Qiusheng. THE SUPER-HIGHRISE BUILDING CONSTRUCTION OF THE SHENZHEN JUNYUAN PROJECT[J]. Architecture Technology, 1999, 30(11): 761-764 |
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| Authors: | SHI Weiguo LIU Qiusheng |
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| Affiliation: | SHI Weiguo LIU Qiusheng |
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| Abstract: | The super-highrise building construction of the Shenzhen Junyuan project has been designed of a basement with 3-storey deep under ground and a building with 47-storey high above ground and a total height of 161m.During its construction,there are several technological methods being adopted as the following,namely:1,manual artificial bored piles plus prestressed concrete anchor bars to support its deep foundation pit 2,mass concrete with 3-admixture technology 3,an integration of pile-wall combination 4,rigid R.C.structure and 5,beam type and thick slab type with storey transfer technology.All of these have been proved of good results and achieved economic benefits. |
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| Keywords: | super-highrise building an integration of pile-wall combination storey transfer technology |
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