目录车站篇第二节主体结构..............................................................................................................................11、钢筋工程质量通病及防治措施.................................................................................................11.1表面锈蚀............................................................................................................................11.2原料弯曲............................................................................................................................21.3成型后弯曲裂缝................................................................................................................21.4钢筋纵向裂缝....................................................................................................................21.5钢筋截面扁圆....................................................................................................................31.6试件强度不足或伸长率低................................................................................................31.7冷弯性能不良....................................................................................................................41.8条料弯曲............................................................................................................................41.9剪断尺寸不准....................................................................................................................51.10钢筋调直切断时被顶弯..................................................................................................51.11钢筋连切..........................................................................................................................61.12箍筋不方正......................................................................................................................61.13成型尺寸不准..................................................................................................................61.14点焊网片扭曲..................................................................................................................71.15成型钢筋变形..................................................................................................................81.16钢筋代换后根数不能均分..............................................................................................81.17箍筋弯钩形式不对..........................................................................................................91.18平板中钢筋的混凝土保护层不准..................................................................................91.19柱子外伸钢筋错位........................................................................................................101.20同截面接头过多............................................................................................................101.21箍筋代换后截面不足....................................................................................................111.22箍筋间距不一致............................................................................................................121.23绑扎搭接接头松脱........................................................................................................121.24柱箍筋接头位置同向..................................................................
