| 超长地下室混凝土结构设计实践 |
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| 引用本文： | 廖萍.超长地下室混凝土结构设计实践[J].工业建筑,2014(Z1):625-627. |
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| 作者姓名： | 廖萍 |
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| 作者单位： | 江苏泛亚联合建筑设计有限公司 |
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| 摘 要： | 结合无锡市某住宅小区地下室设计,介绍了超长地下室混凝土结构裂缝产生的机理,合理选取伸缩缝间距,给出有效的抗裂措施,实现超长地下室混凝土结构裂缝控制的有效设计,为今后类似的工程提供参考。
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| 关 键 词： | 超长地下室 伸缩缝间距 抗裂设计措施 |
DESIGN OF CONCRETE STRUCTURE FOR SUPERLONG BASEMENTS |
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| Liao Ping.DESIGN OF CONCRETE STRUCTURE FOR SUPERLONG BASEMENTS[J].Industrial Construction,2014(Z1):625-627. |
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| Authors: | Liao Ping |
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| Affiliation: | Liao Ping;Jiangsu Fanya Union Builading Design Co. Ltd; |
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| Abstract: | Combined with design of the basement of a residential district in Wuxi,this paper introduces the mechanism of producing cracks on the basement of superlong concrete structure,reasonably selects expansion joint spacing,gives the effective anti-cracking measures,which realize effective design of controlling cracks on the basement of superlong concrete structure,thus providing a reference for similar projects in future. |
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| Keywords: | super-long basement expansion joint spacing anti-crack design measures |
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