CA2349855C - Poutre precontrainte a force de tension reglable - Google Patents

Poutre precontrainte a force de tension reglable Download PDF

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Publication number
CA2349855C
CA2349855C CA002349855A CA2349855A CA2349855C CA 2349855 C CA2349855 C CA 2349855C CA 002349855 A CA002349855 A CA 002349855A CA 2349855 A CA2349855 A CA 2349855A CA 2349855 C CA2349855 C CA 2349855C
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CA
Canada
Prior art keywords
girder
steel wires
bridge
tension
open area
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 - Fee Related
Application number
CA002349855A
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English (en)
Other versions
CA2349855A1 (fr
Inventor
Man Yop Han
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.)
Interconstec Co Ltd
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Interconstec Co Ltd
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Filing date
Publication date
Application filed by Interconstec Co Ltd filed Critical Interconstec Co Ltd
Publication of CA2349855A1 publication Critical patent/CA2349855A1/fr
Application granted granted Critical
Publication of CA2349855C publication Critical patent/CA2349855C/fr
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • E04C3/26Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members prestressed
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D22/00Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Adhesives Or Adhesive Processes (AREA)
  • Polyurethanes Or Polyureas (AREA)

Abstract

Cette invention se rapporte à une poutre précontrainte à force de tension réglable, qui est conçue pour compenser l'affaissement ou les fissures pouvant se produire dans la poutre en raison d'une surcharge ou d'un fluage à long terme ou pour accroître la force de résistance à la charge d'un pont ou d'un bâtiment. Cette poutre précontrainte à force de tension réglable, destinée à permettre le réglage de la force de résistance à la charge, comprend une semelle supérieure (28) soutenant la partie supérieure du tablier d'un pont en appui sur elle, une partie âme (22) et une semelle inférieure (24), qui comporte des fils d'acier sous tension (27) placés dans le sens de la longueur de la poutre (40) et tendus de façon à compenser la force de résistance à la charge, et au moins un ou plusieurs fils d'acier sans tension (27a) placés dans le sens de la longueur de la poutre, pour que l'on puisse accroître la force de résistance à la charge du pont ou du bâtiment, en tendant ces fils d'acier sans tension. Ainsi, les fissures et l'affaissement de la poutre produits par les phénomènes à long terme de détérioration, de fluage ou de surcharge peuvent être corrigés par tension additionnelle des fils d'acier placés à l'intérieur ou à l'extérieur d'une poutre du pont ou du bâtiment. De même, toute réparation et tout renforcement du pont ou du bâtiment sont facilités, de telle sorte que la force de résistance à la charge du pont ou du bâtiment peut être aisément accrue. En outre, par réglage de la force de tension pas à pas, la poutre peut être fabriquée économiquement ou alors sa hauteur peut être diminuée.
CA002349855A 1998-11-07 1999-09-20 Poutre precontrainte a force de tension reglable Expired - Fee Related CA2349855C (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
KR1019980047661A KR100301431B1 (ko) 1998-11-07 1998-11-07 긴장력조정이가능한프리스트레스트콘크리트거더
KR1998-47661 1998-11-07
PCT/KR1999/000567 WO2000028168A1 (fr) 1998-11-07 1999-09-20 Poutre precontrainte a force de tension reglable

Publications (2)

Publication Number Publication Date
CA2349855A1 CA2349855A1 (fr) 2000-05-18
CA2349855C true CA2349855C (fr) 2004-12-14

Family

ID=19557479

Family Applications (1)

Application Number Title Priority Date Filing Date
CA002349855A Expired - Fee Related CA2349855C (fr) 1998-11-07 1999-09-20 Poutre precontrainte a force de tension reglable

Country Status (15)

Country Link
EP (1) EP1129263B1 (fr)
JP (1) JP2003501568A (fr)
KR (1) KR100301431B1 (fr)
CN (1) CN1115451C (fr)
AT (1) ATE259020T1 (fr)
AU (1) AU750126B2 (fr)
BR (1) BR9915041A (fr)
CA (1) CA2349855C (fr)
DE (1) DE69914621T2 (fr)
ES (1) ES2217805T3 (fr)
RU (1) RU2213187C2 (fr)
TR (1) TR200101267T2 (fr)
UA (1) UA70968C2 (fr)
WO (1) WO2000028168A1 (fr)
ZA (1) ZA200103608B (fr)

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010036486A (ko) * 1999-10-08 2001-05-07 박상일 다단계 긴장식 프리스트레스트 거더의 설계 방법 및 거더의 제조방법
KR100427405B1 (ko) * 2001-03-07 2004-04-17 박재만 피에스에스씨 합성거더
KR20020071611A (ko) * 2001-03-07 2002-09-13 박재만 피에스에스 빔
KR100466429B1 (ko) * 2001-09-28 2005-01-13 허진구 외부긴장이 가능한 psc거더
KR20040049590A (ko) * 2002-12-06 2004-06-12 한국과학기술원 다단 타설 긴장식 프리스트레스트 거더
WO2006007659A1 (fr) * 2004-07-21 2006-01-26 S2 Holdings Pty Limited Procedes de construction
US20080092481A1 (en) 2004-07-21 2008-04-24 Murray Ellen Building Methods
KR100950027B1 (ko) 2009-12-04 2010-03-29 영창중공업 주식회사 교량용 합성거더
KR101263305B1 (ko) 2011-10-25 2013-05-10 김상운 교량 상판의 보정구조
KR101265544B1 (ko) 2012-05-15 2013-05-20 주식회사 장헌산업 디본딩 방식을 적용한 프리텐션 피에스씨 i형 거더
CN103147537B (zh) * 2013-03-05 2016-08-03 哈尔滨工程大学 一种弯曲承载钢梁
CH706630B1 (de) * 2013-05-14 2013-12-31 S & P Clever Reinforcement Company Ag Verfahren zum Vorspannen eines Stahlbauwerkes sowie damit vorgespanntes Stahlbauwerk.
KR101682923B1 (ko) 2016-06-15 2016-12-06 주식회사 노빌테크 채널형 프리스트레스트 거더의 제작방법 및 이에 의해 제작된 거더를 이용한 교량의 시공방법
CN106758873A (zh) * 2016-11-11 2017-05-31 太原理工大学 一种穿心式预应力加强横隔板与主梁连接的方法
RU2669595C1 (ru) * 2017-11-27 2018-10-12 Общество с ограниченной ответственностью "НПП СК МОСТ" Способ усиления пролетного строения мостового сооружения с изменением поперечного сечения
RU2677188C1 (ru) * 2018-02-26 2019-01-15 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Предварительно напряженная сталебетонная балка
CN113324848B (zh) * 2021-05-20 2022-07-15 山东大学 一种沥青混合料小梁试件低温弯曲应变试验方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4604003A (en) * 1983-02-22 1986-08-05 Francoeur Ronald A Method and apparatus for retensioning prestressed concrete members
US4831800A (en) * 1987-06-24 1989-05-23 Nedelcu Lucian I Beam with an external reinforcement system
US5313749A (en) * 1992-04-28 1994-05-24 Conner Mitchel A Reinforced steel beam and girder
US5671572A (en) * 1994-02-11 1997-09-30 Siller-Franco; Jose Luis Method for externally reinforcing girders
KR100261556B1 (ko) * 1997-12-31 2000-07-15 박재만 프리스트레스 구조물의 재긴장장치

Also Published As

Publication number Publication date
KR19990078494A (ko) 1999-11-05
CN1115451C (zh) 2003-07-23
CA2349855A1 (fr) 2000-05-18
AU5763399A (en) 2000-05-29
DE69914621D1 (de) 2004-03-11
EP1129263B1 (fr) 2004-02-04
ATE259020T1 (de) 2004-02-15
RU2213187C2 (ru) 2003-09-27
EP1129263A1 (fr) 2001-09-05
CN1331773A (zh) 2002-01-16
DE69914621T2 (de) 2004-09-23
ES2217805T3 (es) 2004-11-01
KR100301431B1 (ko) 2001-10-29
JP2003501568A (ja) 2003-01-14
UA70968C2 (uk) 2004-11-15
BR9915041A (pt) 2002-06-04
AU750126B2 (en) 2002-07-11
ZA200103608B (en) 2002-08-15
WO2000028168A1 (fr) 2000-05-18
TR200101267T2 (tr) 2002-03-21

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