Anchorage assembly and method for post-tensioning in pre-stressed concrete structures
AssigneeHarris P/T, A Division of Harris Steel Limited
InventorLyle D. Sieg
Life of this patent
Estimating the term…
Abstract
An anchorage assembly for post-tensioning a tendon in a pre-stressed concrete structure, comprises an anchor having a bore for receiving the tendon, the bore comprising a first bore portion which is convergent inwardly of the anchor and a second bore portion. Wedges are in wedging engagement between the first bore portion and the tendon to retain the tendon, and a seal is engaged between the second bore portion and the tendon, the seal having a wedge-shaped cross-section and being compressed by a wedging action between and into sealing engagement with the second bore portion and the tendon.
Claims7
A pre-stressed concrete tendon anchorage assembly, comprising:
- an anchor;
- said anchor having a bore extending through said anchor;
- said bore having a first bore portion and a second bore portion and said first bore portion converging towards said second bore portion;
- a tendon extending through said bore, said tendon having a sheath and an end portion from which said sheath is removed;
- said second bore portion having a bore surface spaced from said sheath;
- an annular seal of resilient material;
- said annular seal having an annular inner surface and being located in said second bore portion between said sheath and said bore surface of said second bore portion;
- an adhesive bonding said annular seal to said anchor;
- said annular seal having a wedge-shaped cross-section, when in an uncompressed state, and being compressed by a wedging action by said tendon into sealing engagement with said sheath and said anchor so as to seal said sheath to said anchor;
- and
- wedges located in said first bore portion at a spacing from said annular seal and in wedged engagement with said end portion of said tendon to retain said tendon relative to said anchor.
A tendon anchorage assembly for use in pre-stressing concrete, comprising:
- an anchor;
- said anchor having a bore extending through said anchor;
- said bore a having a tapered first bore portion and a cylindrical second bore portion and said first bore portion converging towards said second bore portion;
- a tendon extending through said bore, said tendon having a sheath and an end portion from which said sheath is removed;
- an annular seal of resilient material;
- said annular seal having a cylindrical outer surface and an annular inner surface and being located in said second bore portion;
- a layer of adhesive bonding said annular seal to said second bore portion;
- said tendon adapted to be inserted through said annular seal into said first bore portion and said annular seal thereby adapted to be compressed by said tendon from an uncompressed state, in which said annular seal has a wedge-shaped cross-section and said inner annular surface converges towards said first bore portion, into a cylindrical compressed state in sealing engagement with said sheath and said anchor;
- and
- wedges located in said first bore portion at a spacing from said annular seal and in wedged engagement with said end portion of said tendon to retain said tendon relative to said anchor.
A method of anchoring a tendon for use post-tensioning the tendon in pre-stressed concrete, which comprises the steps of:
- inserting an annular seal into an anchor, the annular seal having a wedge-shaped cross-section with a convergent annular inner surface;
- bonding said annular seal to said anchor by an adhesive;
- subsequently inserting said tendon through said annular seal in said anchor so as to thereby compress said annular seal between a sheath on said tendon and said anchor into sealing engagement with said sheath and said anchor;
- and
- subsequently securing said tendon to said anchor by wedging said tendon to said anchor by wedges spaced from said annular seal.
Dependencies are inferred from the claim text.