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在建筑工程的基础施工中,有时由于某种原因使基础的平面轴线位置发生偏移,造成工程事故。这种工程事故的技术处理,有的采取基础加固;有的将基础报废,清理后重新施工。这些方法虽都有可行的一面,但都存在着不足之处。如基础报废重新施工,经济损失较大;如加固基础,由于两次施工,存在着新老基础的整体工作的问题和上部钢筋锚固的困难。去年某工程钢筋混凝土独立柱基平面
In the foundation construction of a construction project, sometimes due to some reason, the position of the plane axis of the foundation shifts, resulting in an engineering accident. Some technical treatment of this type of engineering accident is based on basic reinforcement; some will scrap the foundation, clean it up, and then rebuild it. Although all of these methods have a feasible aspect, they all have shortcomings. For example, if the foundation is scrapped and re-constructed, the economic loss will be large; if the foundation is reinforced, due to the two constructions, there will be problems with the overall work of the old and new foundations and difficulties in anchoring the upper steel bars. Last year, an engineering reinforced concrete independent column base plane