NO972941L - Forankringsmontasje - Google Patents

Forankringsmontasje

Info

Publication number
NO972941L
NO972941L NO972941A NO972941A NO972941L NO 972941 L NO972941 L NO 972941L NO 972941 A NO972941 A NO 972941A NO 972941 A NO972941 A NO 972941A NO 972941 L NO972941 L NO 972941L
Authority
NO
Norway
Prior art keywords
wedge
anchorage
assemblies
improved
assembly
Prior art date
Application number
NO972941A
Other languages
English (en)
Other versions
NO314270B1 (no
NO972941D0 (no
Inventor
David Robert Green
Michael Arthur Smith
David Phillips
Original Assignee
Ccl 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 Systems Ltd filed Critical Ccl Systems Ltd
Publication of NO972941D0 publication Critical patent/NO972941D0/no
Publication of NO972941L publication Critical patent/NO972941L/no
Publication of NO314270B1 publication Critical patent/NO314270B1/no

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • E04C5/12Anchoring devices
    • E04C5/122Anchoring devices the tensile members are anchored by wedge-action

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Piles And Underground Anchors (AREA)
  • Soil Working Implements (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Materials For Medical Uses (AREA)
  • Prostheses (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Braking Arrangements (AREA)
  • Dowels (AREA)
  • Clamps And Clips (AREA)

Abstract

Oppfinnelsen gjelder en forankringsmontasje og. spesielt en forankringsmontasje som har en ny. kileanordning, med kiler som skal anvendes. sammen med forankringsmontasjen og et. forankringselement. For å øke ytelsen til kilen i. forankringsmontasjen, er det fremskaffet en kile. som har både en indre (24) og et ytre (25). avlastningsdel for å gi et neseparti (26) som er. konisk i en større grad enn resten av kilen (21).Under normale belastningsbetingelser fungerer. kilen (21) som en kort kile som har ingen. neseavlastning og er høyeffektiv. Imidlertid, under. høye belastnings- eller begrensende. belastningsbetingelser, er nesepartiet (26) til kilen. (21) anordnet for å deformeres plastisk slik at. slitasje eller sammenklemning av strekkelementet. (23) grepet av kilen (21) ikke inntreffer. I tillegg til. en høyytelseskile, er det fremskaffet et forbedret. forankringselement for forankringsmontasjen, hvor. forankringselementet har en antall trinn (34 - 74).Fremskaffingen av trinn (34 - 74) i. forankringselementet reduserer tendensen for. forankringselementet til å bli dratt inn i den. forspente betongkonstruksjonen og reduserer. bristespenningen inne i konstruksjonen.Kombinasjonen av en forankringsmontasje som har. en forbedret kile og et forbedret forankringselement. cr spesielt effektivt og fordelaktig.-2/9-25 26 24 21. 23. *2~* — —
NO19972941A 1994-12-24 1997-06-23 Forankringsmontasje for forspente betongkonstruksjoner NO314270B1 (no)

Applications Claiming Priority (3)

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
PCT/GB1995/002980 WO1996020319A1 (en) 1994-12-24 1995-12-20 Anchorage assembly

Publications (3)

Publication Number Publication Date
NO972941D0 NO972941D0 (no) 1997-06-23
NO972941L true NO972941L (no) 1997-08-15
NO314270B1 NO314270B1 (no) 2003-02-24

Family

ID=26306270

Family Applications (1)

Application Number Title Priority Date Filing Date
NO19972941A NO314270B1 (no) 1994-12-24 1997-06-23 Forankringsmontasje for forspente betongkonstruksjoner

Country Status (11)

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

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1012499C2 (nl) * 1999-07-02 2001-01-03 Novitec Internat B V Koppelorgaan voor wapeningsstaven.
JP2004308203A (ja) * 2003-04-04 2004-11-04 Nippon Steel Corp 高強度線材の定着治具構造
CN104727487A (zh) * 2015-03-23 2015-06-24 天津大学 一种复合式cfrp筋锚固体系
CN104846825A (zh) * 2015-06-07 2015-08-19 田庄 一种用于岩质边坡治理的新型锚索及其内锚头
CN110185198A (zh) * 2019-05-16 2019-08-30 广西科技大学鹿山学院 一种多层钢丝结构钢绞线的固定端锚具及其制作方法
CN113482145B (zh) * 2021-07-29 2022-07-12 浙江远大勤业住宅产业化有限公司 一种可快速连接的混凝土预制构件
US20250198153A1 (en) * 2023-12-19 2025-06-19 Felix Sorkin Stepped wedges for post-tensioning concrete

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 (no) * 1963-11-12 1965-02-01
DE1906571B2 (de) * 1969-02-10 1975-10-30 Rudolf Dipl.-Ing. 8130 Starnberg Buehrer Verankerungsvorrichtung für stab-, draht- oder seilförmige Bewehrungselemente, insbesondere für Vorspannglieder
DE3224702C2 (de) * 1982-07-02 1986-01-16 Dyckerhoff & Widmann AG, 8000 München Vorrichtung zum Verankern und Koppeln eines Bündelspannglieds für Spannbeton

Also Published As

Publication number Publication date
HK1008955A1 (en) 1999-07-23
JP3583440B2 (ja) 2004-11-04
NO314270B1 (no) 2003-02-24
ATE195782T1 (de) 2000-09-15
EP0799354B1 (en) 2000-08-23
DE69518544D1 (de) 2000-09-28
DK0799354T3 (da) 2000-12-18
EP0799354A1 (en) 1997-10-08
IN192758B (no) 2004-05-15
JPH10513513A (ja) 1998-12-22
DE69518544T2 (de) 2001-01-04
ES2151611T3 (es) 2001-01-01
CN1084818C (zh) 2002-05-15
WO1996020319A1 (en) 1996-07-04
NO972941D0 (no) 1997-06-23
CN1175296A (zh) 1998-03-04
AU4268996A (en) 1996-07-19
AU709378B2 (en) 1999-08-26

Similar Documents

Publication Publication Date Title
US4640068A (en) Anchoring and coupling device for tendons in prestressed concrete
NO972941D0 (no) Forankringsmontasje
CN112900238A (zh) 一种软钢耗能拉索限装置
ES2152250T3 (es) Barras de torsion de alta resistencia y metodo para hacerlas.
TW288082B (en) Anchorage assembly
DE69808495D1 (de) Betonbewehrungsfaser
EP0477144A1 (en) Dissipative device for safeguarding a structure against a dynamic stress
US3965541A (en) Reinforcing strand anchorage assembly
KR0159680B1 (ko) 교량 보강구 설치방법
JPH02304106A (ja) 耐震構造用のエネルギ分散機構
MY115793A (en) Masonry anchor
CN222100875U (zh) 一种基坑月牙梁和支撑梁组合式支护结构
IT1229825B (it) Dispositivo dissipatore di energia meccanica e limitatore di carico, per il collegamento di elementi strutturali, particolarmente studiato per la protezione sismica di ponti, viadotti, edifici e simili
JP3853010B2 (ja) 橋梁における落橋防止装置
CN209892259U (zh) 一种螺栓垫及其应用的锚杆巷道支护架、金属拱形支架
CN117211157A (zh) 一种自复位拉索减震支座
RU2113923C1 (ru) Предохранительная коробка прокатной клети
Ammann Fastening systems under seismic loading conditions
JPS60152983A (ja) 核燃料集合体
JPS5830449B2 (ja) Pc杭
JPS60126472A (ja) 耐震プレ−ス構造
JPS63223251A (ja) Pc鋼材に生じる増加応力の吸収方法
IT8920528A0 (it) Dispositivo dissipatore di energia meccanica e limitatore di carico, a struttura perfezionata, per il collegamento di elementi strutturali, particolarmente idoneo per la protezione sismica di ponti, viadotti, edifici e simili.
IT208209Z2 (it) Dispositivo dissipatore di energia meccanica e limitatore di carico, per il collegamento di elementi strutturali, particolarmente idoneo per la protezione sismica di ponti, viadotti, edifici e simili.
JPS61282518A (ja) プレテンシヨンアンカ−定着工法

Legal Events

Date Code Title Description
MM1K Lapsed by not paying the annual fees