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Discussion about strength of pre-stressed pipe pile welded joints in common construction activities

机译:浅谈普通施工活动中预应力管桩焊接接头的强度

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In order to analyze reliability for strength of pre-stressed pipe pile welded joints in common construction activities, perform checking calculation to welded joint strength in various construction activities with the weld check formula in consideration of the influence coefficient of the eccentrically loaded end plate, compare with the shear strength of the pipe pile end plate porthole and the tensile strength of the steel bar pier head, and analyze from overall safety of pipe pile application before obtain the conclusion: the strength of the weld joint made according to relative codes is far more than the strength of the weak part of the pipe pile, but some severe weld defects will make weld joint become the first part to be damaged. One recommendation is increase the joint strength between the anchorage hole of the pipe pile end plate and the pre-stressed steel bar pier head; the other is to make the new welding construction specifications for pipe pile joint, improve requirements to joint welding construction, reduce welding duration, reduce working strength and improve welding quality stability.
机译:为了分析普通施工活动中预应力管桩焊接接头强度的可靠性,考虑到偏心装载端板的影响系数,对各种施工活动进行焊接接头强度的检查计算,以偏心加载的端板的影响,比较凭借管桩端板孔孔的剪切强度和钢筋墩头的拉伸强度,并从管桩应用的整体安全性分析得出结论:根据相对代码制作的焊接接头的强度远远远多比管桩弱部分的强度,但一些严重的焊缝缺陷将使焊接接头成为损坏的第一部分。一项建议增加了管桩端板的锚固孔与预应力钢筋墩头之间的关节强度;另一种是制造新的焊接施工规范的管桩接头,提高要求对联合焊接结构,降低焊接持续时间,降低工作强度,提高焊接质量稳定。

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