| 采用合理方法控制超长混凝土建筑物裂缝 |
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| 引用本文： | 雷有弟.采用合理方法控制超长混凝土建筑物裂缝[J].山西建筑,2002,28(12):34-35. |
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| 作者姓名： | 雷有弟 |
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| 作者单位： | 山西省建筑设计研究院 |
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| 摘 要： | 结合东大盛世华庭工程实例，针对该工程地下室结构超长问题，介绍了合理的基础形式和构造措施，说明只有采用合理的设计方法和施工技术措施，是能够控制超长钢筋混凝土结构有害裂缝的出现和发展的。
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| 关 键 词： | 建筑物 超长钢筋混凝土结构 裂缝 后浇带 地下室 |
| 文章编号： | 1009-6825(2002)12-0034-02 |
| 修稿时间： | 2002年9月21日 |
Adopting reasonable measures to control overlength cracks in buildings |
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| LEI You-di.Adopting reasonable measures to control overlength cracks in buildings[J].Shanxi Architecture,2002,28(12):34-35. |
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| Authors: | LEI You-di |
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| Abstract: | Taking Dongda royal garden engineering as example and according to extra-long problem of basement structure proper foundation forms and construction measures are introduced. Author points out that adopting proper design method and construction technology production and development of the overlength cracks in buildings can be controlled efficiently. |
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| Keywords: | overlength reinforced concrete structure crack construction measurement late poured band |
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