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请问柱子竖向钢筋电渣压立焊达不到规范要求，要怎么处理呢？ - 工程施工 - 项目管理 - 氿上知道
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第一种是基础顶面（柱插筋）偏位：（1）当偏差值不是很大时（一般是指钢筋保护层没了），柱筋稍调直但不得明显打弯，正负零一下柱截面在偏位方向加大，加大数值等于保护层厚度；（2）当偏差值比较大时（一般是指柱筋刚好偏出柱位），正负零下柱截面在偏位方向加大，加大数值等于钢筋保护层厚度加上柱筋偏出柱位数值，柱筋稍调直但不得明显打弯，对柱纵筋加同直径L型钢筋锚固（竖向搭接35d,下端15cm弯锚）；（3）当偏差数值很大时（一般指柱筋偏出柱位5cm以上），一般要联系设计处理。
第二种是框架柱在楼层部位柱筋偏位，一般数值较小，可稍调直确保最小保护层厚度即可。
第三种是楼层上梁上柱偏位，处理方法同第一种。