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某住宅楼梁板裂缝的分析与修补处理
引用本文:彭亚萍,马明,王友权.某住宅楼梁板裂缝的分析与修补处理[J].安徽建筑,2009,16(6):56-57.
作者姓名:彭亚萍  马明  王友权
作者单位:1. 济南大学土木建筑学院,山东,济南,250022
2. 山东省建筑设计研究院,山东,济南,250022
摘    要:某框架-剪力墙住宅楼现浇钢筋混凝土梁板局部开裂,在现场调查与检测的基础上,对局部结构建模计算复核,全面分析论证粱板裂缝产生的原因.结果表明:梁板承载力满足要求,楼板裂缝为非荷载原因的收缩裂缝,T形交叉梁端竖向裂缝为集中荷载作用点局部协调变形裂缝。在此基础上,提出了相应裂缝的处理与修补措施,并对此类问题在施工和设计上提出了合理可行的建议。

关 键 词:楼板  T形梁  裂缝  原因分析  修补

Reason Analysis and Remedial Treatment of Cracking in the Beam Floor of a Residential Building
Peng Yaping et al.Reason Analysis and Remedial Treatment of Cracking in the Beam Floor of a Residential Building[J].Anhui Architecture,2009,16(6):56-57.
Authors:Peng Yaping
Affiliation:Peng Yaping et al(School of Civil Engineering , Architecture,University of Jinan,Jinan 250022,China)
Abstract:Based on field survey and detection on the partial cracking in the cast-in-place reinforced concrete beam floor of a residential building (of a frame shear-wall structure), model of this partial structure is established in order to analyze the reasons of cracking. The result indicates that the bearing capacity of the beam floor meets requirement; the cracks in the floor are non-loaded cracks but contraction ones; and vertical cracks in the cross area of the T-shaped beam are partial deformation coordination...
Keywords:floor  T-shaped beam  cracking  reason analysis  remedial treatment  
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