GB1391778A - Anchoring and tensioning assembly for post-stressing of cable-reinforced concrete structures - Google Patents

Anchoring and tensioning assembly for post-stressing of cable-reinforced concrete structures

Info

Publication number
GB1391778A
GB1391778A GB143274A GB143274A GB1391778A GB 1391778 A GB1391778 A GB 1391778A GB 143274 A GB143274 A GB 143274A GB 143274 A GB143274 A GB 143274A GB 1391778 A GB1391778 A GB 1391778A
Authority
GB
United Kingdom
Prior art keywords
anchor head
bearing cup
plate
drift wedge
drift
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
GB143274A
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PRE STRESS PIONEERS Ltd
Original Assignee
PRE STRESS PIONEERS Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from GB4506571A external-priority patent/GB1401976A/en
Application filed by PRE STRESS PIONEERS Ltd filed Critical PRE STRESS PIONEERS Ltd
Priority to GB143274A priority Critical patent/GB1391778A/en
Publication of GB1391778A publication Critical patent/GB1391778A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing
    • E04G21/121Construction of stressing jacks

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

1391778 Releasable fastenings PRE-STRESS PIONEERS Ltd 11 Jan 1974 01432/74 Addition to 1307513 Heading E2B In a modification of the anchoring and tensioning assembly according to the parent Specificaton 1307513 the plate 132 is locatable in the bearing cup 120 parallel to the outer face of the anchor head 21 and is freely movable normally therefrom and the drift wedge 130 is locatable in the bearing cup on that side of the plate remote from the anchor head and substantially parallel thereto. The drift wedge is adapted to limit movement of the plate normally away from the anchor head so as to maintain loose registration of the or each grip 27 in its associated aperture but out of substantial frictional contact with the strands 11 and on lateral movement of the drift wedge in the bearing cup to move the plate towards the outer face of the anchor head so as to urge the or each grip into seating engagement with its associated aperture and into full frictional contact with the strands, the bearing cup being adapted to at least partially circumscribe the anchor head. As shown, the U- shaped bearing cup has sloped shoulders 124 which co-operate with the sloped faces 128 of the drift wedge, and the face of the plate opposing the anchor head is of shallow conical or pyramidal configuration. In modifications, (a) the face of the template adjoining the drift wedge is sloped to co-operate with the sloping face of the drift wedge, and (b) the bearing cup has on the open side thereof and fixed thereto a bridge carrying an hydraulic or a screw jack for forcing the drift wedge against the shoulders 124.
GB143274A 1971-09-28 1974-01-11 Anchoring and tensioning assembly for post-stressing of cable-reinforced concrete structures Expired GB1391778A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB143274A GB1391778A (en) 1971-09-28 1974-01-11 Anchoring and tensioning assembly for post-stressing of cable-reinforced concrete structures

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB4506571A GB1401976A (en) 1971-09-28 1971-09-28 Optical velocity measuring apparatus
GB143274A GB1391778A (en) 1971-09-28 1974-01-11 Anchoring and tensioning assembly for post-stressing of cable-reinforced concrete structures

Publications (1)

Publication Number Publication Date
GB1391778A true GB1391778A (en) 1975-04-23

Family

ID=26236741

Family Applications (1)

Application Number Title Priority Date Filing Date
GB143274A Expired GB1391778A (en) 1971-09-28 1974-01-11 Anchoring and tensioning assembly for post-stressing of cable-reinforced concrete structures

Country Status (1)

Country Link
GB (1) GB1391778A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102912987A (en) * 2012-11-09 2013-02-06 柳州市邱姆预应力机械有限公司 Stress applying method and tool thereof for low retraction pre-stress concrete member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102912987A (en) * 2012-11-09 2013-02-06 柳州市邱姆预应力机械有限公司 Stress applying method and tool thereof for low retraction pre-stress concrete member
CN102912987B (en) * 2012-11-09 2014-12-24 柳州市邱姆预应力机械有限公司 Stress applying method and tool thereof for low retraction pre-stress concrete member

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Legal Events

Date Code Title Description
PS Patent sealed
PCNP Patent ceased through non-payment of renewal fee