在某工程塔基施工中,待预埋件进场开始预埋时,发现承台高度偏低,不能满足预埋螺栓高度要求,而且现场已经在进行支模绑筋,故只能对现场塔基承台重新进行受力计算,加高承台配置钢筋,此举不但浪费了钢筋,而且对工期也造成一定影响。“地雷”是怎么来的事后咨询有关专家,塔基承台浅埋还是 In a project of tower foundation construction, when the embedding material is to be embedded in the embankment, it is found that the height of the bearing platform is too low to meet the requirements of the embedment bolt height, Based on the backrest force calculation, raising the cap configuration reinforcement, which is not only a waste of steel, but also a certain impact on the duration. “Mines ” is how to come after consulting the experts, Taki platform or shallow