IN192758B - - Google Patents

Info

Publication number
IN192758B
IN192758B IN2403DE1995A IN192758B IN 192758 B IN192758 B IN 192758B IN 2403DE1995 A IN2403DE1995 A IN 2403DE1995A IN 192758 B IN192758 B IN 192758B
Authority
IN
India
Prior art keywords
wedge
anchorage
assemblies
improved
assembly
Prior art date
Application number
Inventor
Michael Smith
David Green
David Philips
Original Assignee
Ccl Stressing Systems 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 GBGB9426239.1A external-priority patent/GB9426239D0/en
Application filed by Ccl Stressing Systems Ltd filed Critical Ccl Stressing Systems Ltd
Publication of IN192758B publication Critical patent/IN192758B/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/12—Anchoring devices
    • E04C5/122—Anchoring devices the tensile members are anchored by wedge-action

Abstract

The invention relates to anchorage assemblies and in particular to anchorage assemblies having a novel wedge arrangement, wedges for use with anchorage assemblies and an anchorage member. In order to improve wedge performance in an anchorage assembly, a wedge (21) is provided having both internally (24) and externally (25) relieved portions to give a nose area (26) which is tapered to a greater extent than the rest of the wedge (21). Under normal load conditions, the wedge (21) behaves like a short wedge having no nose relief and is highly efficient. However, under high load or load limit conditions, the nose portion (26) of the wedge (21) is arranged to deform plastically so that fretting of the stressing element (23) gripped by the wedge (21) does not occur. As well as the high performance wedge, an improved anchorage member for the anchorage assembly is provided, the anchorage member having a number of steps (34-74). The provision of steps (34-74) in the anchorage member reduces the tendency for anchorage members to be drawn into prestressed concrete structures and reduces the bursting forces within such structures. The combination of an anchorage assembly having the improved wedge and improved anchorage member is a particularly effective and advantageous one.
IN2403DE1995 1994-12-24 1995-12-26 IN192758B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GBGB9426239.1A GB9426239D0 (en) 1994-12-24 1994-12-24 Wedge for anchorage assembly
GBGB9520399.8A GB9520399D0 (en) 1994-12-24 1995-10-06 Anchorage assembly

Publications (1)

Publication Number Publication Date
IN192758B true IN192758B (en) 2004-05-15

Family

ID=26306270

Family Applications (1)

Application Number Title Priority Date Filing Date
IN2403DE1995 IN192758B (en) 1994-12-24 1995-12-26

Country Status (12)

Country Link
EP (1) EP0799354B1 (en)
JP (1) JP3583440B2 (en)
CN (1) CN1084818C (en)
AT (1) ATE195782T1 (en)
AU (1) AU709378B2 (en)
DE (1) DE69518544T2 (en)
DK (1) DK0799354T3 (en)
ES (1) ES2151611T3 (en)
HK (1) HK1008955A1 (en)
IN (1) IN192758B (en)
NO (1) NO314270B1 (en)
WO (1) WO1996020319A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1012499C2 (en) * 1999-07-02 2001-01-03 Novitec Internat B V Coupling component for reinforcement rod involves outer rod end cast into concrete and comprises basic part to which is fixed rod end accommodation container
JP2004308203A (en) * 2003-04-04 2004-11-04 Nippon Steel Corp Fixed holder structure of high strength wire rod
CN104727487A (en) * 2015-03-23 2015-06-24 天津大学 Composite CFRP (Carbon Fibre Reinforced Polymer) tendon anchoring system
CN104846825A (en) * 2015-06-07 2015-08-19 田庄 Novel anchor rope for treating rocky slopes and inner anchor head of novel anchor rope
CN110185198A (en) * 2019-05-16 2019-08-30 广西科技大学鹿山学院 A kind of fixing end anchorage and preparation method thereof of multilayer steel wire structural steel twisted wire
CN113482145B (en) * 2021-07-29 2022-07-12 浙江远大勤业住宅产业化有限公司 But quick connect's precast concrete component

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB887605A (en) * 1959-07-15 1962-01-17 Cable Covers Ltd Improvements in and relating to stressed concrete structures
BE654007A (en) * 1963-11-12 1965-02-01
DE1906571B2 (en) * 1969-02-10 1975-10-30 Rudolf Dipl.-Ing. 8130 Starnberg Buehrer Rod or wire concrete prestressing element anchorage - with compressed wedge only elastically deformed and embracing element as monolithic clamp
DE3224702C2 (en) * 1982-07-02 1986-01-16 Dyckerhoff & Widmann AG, 8000 München Device for anchoring and coupling a bundle tendon for prestressed concrete

Also Published As

Publication number Publication date
DK0799354T3 (en) 2000-12-18
EP0799354A1 (en) 1997-10-08
WO1996020319A1 (en) 1996-07-04
JPH10513513A (en) 1998-12-22
DE69518544T2 (en) 2001-01-04
NO972941L (en) 1997-08-15
DE69518544D1 (en) 2000-09-28
CN1175296A (en) 1998-03-04
HK1008955A1 (en) 1999-07-23
ES2151611T3 (en) 2001-01-01
EP0799354B1 (en) 2000-08-23
AU709378B2 (en) 1999-08-26
JP3583440B2 (en) 2004-11-04
NO972941D0 (en) 1997-06-23
NO314270B1 (en) 2003-02-24
ATE195782T1 (en) 2000-09-15
CN1084818C (en) 2002-05-15
AU4268996A (en) 1996-07-19

Similar Documents

Publication Publication Date Title
US4744691A (en) Anchoring means for tension members
US4654478A (en) Electrical insulator including metal sleeve compressed onto a fiber reinforced plastic rod and method of assembling the same
IN192758B (en)
ES8106591A1 (en) Dish compensating flush head fastener
TW288082B (en) Anchorage assembly
Lyons Strength of welded shear studs
NZ502331A (en) Concrete reinforcing fiber with dead anchor release means to reduce stress at overloading conditions
AU681003B2 (en) Post-tensioning anchor head assembly
EP0477144A1 (en) Dissipative device for safeguarding a structure against a dynamic stress
JPH02304106A (en) Energy dispersing mechanism for earthquake resisting structure
MY115793A (en) Masonry anchor
CN219261053U (en) Prestressed anchor cable assembly for municipal slope support construction
Bock et al. Comparison of Stresses and Strains Determined by Linear-Elastic and Elasto-Piastic Analysis for Piping Systems Subjected to Dynamic Loading
CN209892259U (en) Bolt pad and anchor rod roadway support frame and metal arched support using same
CA2007151A1 (en) Safety cable for fasteners
CA1093353A (en) Controlling hardness of anchor bolt expansion sleeves
JPS6014225B2 (en) Pressure vessel stabilizer structure
IT8822432A0 (en) MECHANICAL ENERGY DISSIPATING AND LOAD LIMITING DEVICE, FOR THE CONNECTION OF STRUCTURAL ELEMENTS, PARTICULARLY DESIGNED FOR THE SEISMIC PROTECTION OF BRIDGES, VIADUCTS, SIMILAR BUILDINGS.
Williams et al. An Experimental and Numerical Investigation of Life Enhancement Methods
SU941758A1 (en) Clamp for cable
Maeda et al. Formulation of finite out-of-plane deformation of rectangular plate in shear
JPS60126472A (en) Earthquake resistant brace structure
Tendo et al. Influences of Room Temperature Creep of Stainless Steels on the Application to Building Structures
Marmureanu et al. The dependence of the spectral amplification factors of Vrancea earthquakes magnitude.
Andow History and state of the art on power system protection in Japan