ANCHORING OF STAINLESS STEEL STEEL ELEMENTS OF A DYNAMICALLY DESCRIBED COMPONENT

摘要

PCT No. PCT/CH84/00128 Sec. 371 Date Apr. 15, 1985 Sec. 102(e) Date Apr. 15, 1985 PCT Filed Aug. 15, 1984 PCT Pub. No. WO85/01080 PCT Pub. Date Mar. 14, 1985.The tension elements (4) of a tension member of steel are anchored at their ends in an anchor body (1), through whose bores (2) running parallel to one another are led, by means of wedge clamps (3). The diameter (D) of each bore (2) in its section (2c) is constant and larger than that (d) of the tension element (4). For the purpose of taking-up of deflecting forces, an elastically yielding ring (5) is provided for in the deflection region of the anchor body (1), which ring is accommodated in a circular recess (11) in the wall of the exit end (2b) of each bore (2). In the deflection region of the spreader ring (9), where the tension elements (4) run together into a bunch, an insert (10) is provided for, the material of which is softer than that of the spreader ring (9) or of the tension elements (4). Likewise the material of the ring (5) is softer than the material of the anchor body (1) or of the tension elements (4). In this anchoring, the deflecting forces acting upon the tension elements (4) are eliminated both on the first and on the second deflection location.