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钢筋混凝土现浇楼板收缩裂缝分析与控制
引用本文:刘雪梅,谢剑,于敬海. 钢筋混凝土现浇楼板收缩裂缝分析与控制[J]. 河北工程大学学报(自然科学版), 2005, 22(1): 39-42
作者姓名:刘雪梅  谢剑  于敬海
作者单位:天津大学,土木工程系,天津300072;天津大学,建筑设计研究院,天津300072
摘    要:介绍了钢筋混凝土现浇楼板收缩裂缝量化分析的方法,并从变形控制和应力控制两个方面验证了板的收缩开裂现象,分析结果与实际相符。通过工程实例从设计与施工两个方面介绍了在控制混凝土收缩裂缝的最新研究成果,根据量化分析的结果及实际情况提出了增加分布钢筋用量、采用纤维增强混凝土的抗裂性能等措施。

关 键 词:钢筋混凝土  现浇楼板  收缩裂缝  量化分析  控制措施
文章编号:1007-6743(2005)01-0039-04
修稿时间:2004-10-12

Analysis and control of cracking due to shrinkage in cast-in-place reinforced concrete slabs
LIU Xue-mei,XIE Jian,YU Jing-hai. Analysis and control of cracking due to shrinkage in cast-in-place reinforced concrete slabs[J]. Journal of Hebei University of Engineering(Natural Science Edition), 2005, 22(1): 39-42
Authors:LIU Xue-mei  XIE Jian  YU Jing-hai
Affiliation:LIU Xue-mei~1,XIE Jian~1,YU Jing-hai~2
Abstract:The numerical analysis method of cracking in cast-in-place reinforced concrete slabs is presented. The results agree well with the actual conditions. The current state of knowledge and some new research findings on crack-control are introduced such as increasing the quantities of the distribution steel, adopting fiber reinforced concrete etc. Some recommended crack-control procedures used in design construction is presented based on the investigation and study of cracking in a frame structure.
Keywords:reinforced concrete  cast-in-place slab  cracking due to shrinkage  numerical analysis  crack-control measures
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