Device for simultaneously stressing a number of tension elements

Claim 1

Device for the simultaneous tensional stressing of a plurality of elongated tension elements for prestressing a concrete member, such as rod-shaped tension elements where each tension element includes an anchor element mounted thereon and an anchor nut adjustably positionable on the tension element into engagement with the anchor element, a puller for each tension element, a mechanically driven spindle connected to each said puller, said spindle arranged to be connected to a tension element to be stressed, a mechanically driven wrench sleeve associated with each said spindle and arranged to adjust the anchor nut associated with the tension element to which said spindle associated with said wrench sleeve is arranged to be connected, a drive means for mechanically rotationally driving each of said spindles and each of said wrench sleeves, said drive means including a power source and a drive train connected to and extending between said power source and said spindles and wrench sleeves, and a safety clutch located in said drive train, wherein the improvement comprises that a separate said safety clutch is provided for each said spindle and each said wrench sleeve.

Claim 4

A method of effecting simultaneous tensional stress of a plurality of elongated tension elements for prestressing a concrete member wherein a spindle is connected to each tension element for elongating it and a wrench sleeve is associated with the spindle for effecting a tightening action of an anchor nut against an anchor element on the tension element, the steps comprising automatically rotating a group of the spindles into engagement with the anchor nuts on a group of tension elements and discontinuing the rotational movement of individual ones of the spindles as the spindle contacts the anchor nuts independently of the rotation of the other spindles, disengaging the spindles from rotational movement and engaging the wrench sleeves for rotational movement, elongating the tension elements by pulling the spindles and at the same time rotating the wrench sleeves for maintaining the anchor nuts in engagement with the respective anchor elements and individually discontinuing the rotational movement of each wrench sleeve upon the completion of the tightening of each anchor nut against its respective anchor element independently of the rotational movement of the other wrench sleeves.

Claim 5

A method of effecting simultaneous tensional stress of a plurality of elongated tension elements for prestressing a concrete member wherein a spindle is connected to each tension element for elongating it and a wrench sleeve is associated with the spindle for effecting a tightening action of an anchor nut against an anchor element on the tension element, the steps comprising automatically rotating a group of the spindles into engagement with the anchor nuts on a group of tension elements and discontinuing the rotational movement of individual ones of the spindles as the spindle contacts the anchor nuts independently of the rotation of the other spindles, disengaging the spindles from rotational movement and engaging the wrench sleeves for rotational movement, elongating the tension elements by pulling the spindles and at the same time rotating the wrench sleeves for maintaining the anchor nuts in engagement with the respective anchor elements and individually discontinuing the rotational movement of each wrench sleeve upon the completion of the tightening of each anchor nut against its respective anchor element independently of the rotational movement of the other wrench sleeves.