关于现浇钢筋混凝土肋形楼盖中主梁钢筋保护层厚度问题的讨论

Discussion About the Thickness of Protective Layer of Reinforcing Bar of Main Roof Beam in Building Roof Rib Type in In-Situ Reinforced Concrete

针对主次梁钢筋交接处钢筋保护层厚度不够这一问题进行了讨论,指出了其危害性,并就施工中常见的3种处理方案的利弊进行了分析和总结.

This essay gives an overall discussion about the lacking of the thickness of reinforcing bar protective layer in the joining place of the main and secondary roof beam, points out its harmfulness clearly, and at the same time analyses and summarizes the advantages and disadvantages of the three common disposal schemes in construction.