| 砌体结构的伸缩缝间距超限后的设计措施 |
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| 引用本文： | 王毓麟.砌体结构的伸缩缝间距超限后的设计措施[J].兰州理工大学学报,1996(4). |
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| 作者姓名： | 王毓麟 |
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| 作者单位： | 甘肃省建筑设计研究院 |
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| 摘 要： | 对砌体结构温度裂缝的易发部位和引起裂缝的原因进行了简要分析，提出了砌体结构伸缩缝间距超限后的设计措施，并结合工程实例给予了论述．
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| 关 键 词： | 砌体结构，缝间距超限，设计措施，温度应力，结构抗裂能力 |
Constrution meassure fod treatment cd excessive expansion joint interval in the structure of masonry envelop |
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| Wang Yuling.Constrution meassure fod treatment cd excessive expansion joint interval in the structure of masonry envelop[J].Journal of Lanzhou University of Technology,1996(4). |
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| Authors: | Wang Yuling |
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| Abstract: | The position where temperature cracks readily to occur in masonry envelop and the reasons of their occurrence are briefly analysed. Constructional rneassure for treatment of excessive expanssion joint interval is presented and, then, discussed with respect to a practical project. |
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| Keywords: | building structure excessive joint gap design meassure temperature stress crack resistance of structure |
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