E - Fixed Constructions – 04 – C
Patent
E - Fixed Constructions
04
C
72/123
E04C 5/12 (2006.01) E01D 19/14 (2006.01)
Patent
CA 1226749
ANCHORING ARRANGEMENT FOR FREELY OSCILLATING STEEL TENSION ELEMENTS OF A DYNAMICALLY STRESSED STRUCTURAL COMPONENT ABSTRACT The tension elements of a steel tension member are anchored at their ends by means of wedge clamps in an anchor body, through the bores of which, running parallel to one another, they are led. The diameter of one end section of each bore is constant and larger than that of the ten- sion elements. For the purpose of taking up deflecting forces, there is provided in the deflection zone of the anchor body a resiliently yielding ring which is accommodated in a circular recess in the wall of the exit end of each bore. In the deflection zone of a spreader ring, where the tension elements converge to form a bunch, there is provided an insert of material softer than that of the spreader ring or the tension elements. The material of the resiliently yielding ring is likewise softer than that of the anchor body or the tension elements. With this anchoring ar- rangement, the deflecting forces acting upon the tension elements are eliminated at both the first and the second deflection locations.
461431
Fetherstonhaugh & Co.
Losinger Ag
LandOfFree
Anchoring arrangement for freely oscillating steel tension... does not yet have a rating. At this time, there are no reviews or comments for this patent.
If you have personal experience with Anchoring arrangement for freely oscillating steel tension..., we encourage you to share that experience with our LandOfFree.com community. Your opinion is very important and Anchoring arrangement for freely oscillating steel tension... will most certainly appreciate the feedback.
Profile ID: LFCA-PAI-O-1197390