摘要
本文从结构强度设计角度,分析钢筋混凝土现浇楼盖出现板面裂缝的原因.并提出了工程设计防止板面裂缝的措施.
In this paper are investigated into the causes of floor cracks in cast-in-place reinforced-concrete ribbed confignation from the angle of structural strength in design,and precautions against floor cracks are suggested for engineering design.
出处
《汕头大学学报(自然科学版)》
1995年第1期67-71,共5页
Journal of Shantou University:Natural Science Edition