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某地下室无梁楼盖顶板裂缝分析及加固措施 被引量:3

Crack analysis and reinforcement measures of a basement slab-column roof
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摘要 某住宅楼地下室为无梁楼盖结构,该地下室顶板局部在混凝土浇筑后几天产生裂缝,裂缝主要分布于跨中板带,走向均为南北向,平行于数字轴。本文在调查及检测的基础上对裂缝产生的原因进行分析,并根据裂缝性质提出了相应的加固措施。 The basement of a residential building is slab-column system. The basement roof have produced crevice in a few days after the pouring of concrete. The crack is mainly near midspan, and the distribution direction of crack is from north to south, also parallel to the digital shaft。 In this paper, the causes of cracks has been analyzed based on investigations and detections, and some corresponding reinforcement measures have been put forward.
作者 文帅
出处 《建筑监督检测与造价》 2015年第3期46-48 55,55,共4页 Supervision Test and Cost of Construction
关键词 无梁楼盖 检测 裂缝 加固 slab-column roof detection crack reinforce
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二级参考文献2

  • 1Arshad A.Khan,William D.Cook,and Denis Mithell.Early age compressive stress-strain properties of low-,medium,and high-strength concretes[J].ACI Material Journal,1995,3 - 4:617 - 624.
  • 2李家康,王巍.高强混凝土的几个基本力学指标[J].工业建筑,1997,27(8):50-54. 被引量:31

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