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Method of and device for severing a tension member in a prestressed grouted anchor

机译:用于在预应力灌浆锚中切断受拉构件的方法和装置

摘要

A prestressed grouted anchor has a portion of an axially extending prestressed tension member grouted in a receiving material while the remaining portion of the tension member extends from the grouted portion. The remaining portion is separated from the grouted portion at a selected breaking point by reducing the tensile strength of the tension member as the result of exposing it to the action of heat, such as developed in an exothermic chemical reaction. If the tension member is prestressed and the resulting elastic elongation is maintained during the heating action with the elongation being greater than the elongation required under the heating action for effecting the severing of the tension member, then with progressive heat the tensile strength of the tension member is reduced and the elastic elongation progressively changes to plastic elongation with the tension member finally severing automatically at the selected breaking point.
机译:预应力灌浆锚固件具有在接收材料中灌浆的轴向延伸的预应力受拉构件的一部分,而受拉构件的其余部分从灌浆部分延伸。通过降低受拉构件的抗拉强度,使剩余部分与灌浆部分在选定的断裂点处分离,这是由于将其暴露在热作用下(例如在放热化学反应中产生的结果)的结果。如果受拉构件受到预应力,并且在加热过程中保持所得的弹性伸长率,且该伸长率大于加热作用下为实现拉断构件所需的伸长率,则在逐渐加热的情况下,受拉构件的拉伸强度张力减小,弹性伸长率逐渐变为塑性伸长率,最终使受拉构件在选定的断裂点处自动切断。

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