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多层砖房温度裂缝机理及防治措施的研究

Research on Mechanism and Prevention Measures of Temperature Cracks Occurred in Multistory Masonry Buildings

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【作者】 王巍高小旺

【Author】 WANG Wei1,GAO Xiao-wang2 (1. Institute of Earthquake Engineering, China Academy of Buil ding Research, Beijing 100013,China; 2. China National Center for Quality Su pervision and Test of Construction Engineering,Beijing 100013,China)

【机构】 中国建筑科学研究院工程抗震研究所国家建筑工程质量监督检验中心 北京100013北京100013

【摘要】 为了对多层砖房温度裂缝的机理做出准确的解析,我们采用有限元法(FEM)对影响温度裂缝产生、发展、连通这一宏观运动的诸多因素进行了计算分析。同时,广大工程技术、设计人员迫切需要一种简单合理的简化计算方法,以期在工程设计阶段或者现场鉴定时有一种较为科学的判别手段。为此,本文利用顶板与墙体交接处位移协调条件,引入两个约束系数的概念,提出了多层砖房温度裂缝的简化计算公式。最后,本文给出了预防多层砖房温度裂缝的措施及一般处理方法。

【Abstract】 For more accurate acquirement for mechanism o f temperature cracks occurred in multistory masonry buildings, FEM was adopted i n computation and analysis of factors which have influence on the crack movement . It is taken into account that engineering and designing personnel demand for a more simple and reasonable computing method during design or checkup on site. B y adopting two restraint efficient, a simplified computing formula is proposed a nd general measures in disposal of temperature. Cracks of multistory masonry bui ldings.

  • 【分类号】TU362
  • 【被引频次】7
  • 【下载频次】62
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