现浇钢筋混凝土肋梁楼盖板面裂缝分析

An analysis of floor cracks in cast-in-placereinforced-concrete ribbed confignation

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.