CA2078738A1 - Bridge Construction - Google Patents

Bridge Construction

Info

Publication number
CA2078738A1
CA2078738A1 CA2078738A CA2078738A CA2078738A1 CA 2078738 A1 CA2078738 A1 CA 2078738A1 CA 2078738 A CA2078738 A CA 2078738A CA 2078738 A CA2078738 A CA 2078738A CA 2078738 A1 CA2078738 A1 CA 2078738A1
Authority
CA
Canada
Prior art keywords
elements
bridge
beams
precast
concrete
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.)
Granted
Application number
CA2078738A
Other languages
French (fr)
Other versions
CA2078738C (en
Inventor
William Teron
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.)
Teron International Bermuda Ltd
Original Assignee
Teron International Bermuda 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
Application filed by Teron International Bermuda Ltd filed Critical Teron International Bermuda Ltd
Publication of CA2078738A1 publication Critical patent/CA2078738A1/en
Application granted granted Critical
Publication of CA2078738C publication Critical patent/CA2078738C/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/28—Concrete reinforced prestressed

Abstract

A method of constructing a bridge using a two step composite construction process. In the first step, the region to be spanned is bridged with precast prestressed concrete elements that are designed as beams and complete permanent formwork to carry the dead load of the bridge, to provide a high density concrete protective shell giving a greater degree of protection against deterioration from the elements and to provide a very high quality of finish and architectural design, to provide a complete working platform for construction, and to eliminate the need for temporary scaffolding and formwork. In the second step, additional poured in place concrete is cast into the spaces created by the precast elements and serves as beams, post-tensioned to carry the live loads of the bridge. A bridge is thus created comprised of precast elongated elements supported on abutments at the sides of the spanned region, reinforced concrete beams contained by and between the adjacent elements, and a deck supported by the beams and elongated elements.
CA002078738A 1992-08-14 1992-09-21 Bridge construction Expired - Lifetime CA2078738C (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US929,401 1992-08-14
US07/929,401 US5425152A (en) 1992-08-14 1992-08-14 Bridge construction

Publications (2)

Publication Number Publication Date
CA2078738A1 true CA2078738A1 (en) 1994-02-15
CA2078738C CA2078738C (en) 1996-11-26

Family

ID=25457803

Family Applications (1)

Application Number Title Priority Date Filing Date
CA002078738A Expired - Lifetime CA2078738C (en) 1992-08-14 1992-09-21 Bridge construction

Country Status (9)

Country Link
US (1) US5425152A (en)
EP (1) EP0656085B1 (en)
JP (1) JPH08502799A (en)
CN (1) CN1083885A (en)
AT (1) ATE160403T1 (en)
AU (1) AU4695193A (en)
CA (1) CA2078738C (en)
DE (1) DE69315347D1 (en)
WO (1) WO1994004756A1 (en)

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CA2178285A1 (en) * 1995-06-14 1996-12-15 Katsumi Fukuoka Method of reinforcing concrete made construction and fixture used therefor
US5651154A (en) * 1995-11-13 1997-07-29 Reynolds Metals Company Modular bridge deck system consisting of hollow extruded aluminum elements
KR0151685B1 (en) * 1996-04-08 1998-10-15 김선자 Girders of the precasting concrete
US6023806A (en) * 1996-09-30 2000-02-15 Martin Marietta Materials, Inc. Modular polymer matrix composite support structure and methods of constructing same
AU704885B2 (en) * 1996-10-11 1999-05-06 Jacek Blum Flooring system
US7069614B1 (en) * 1997-02-28 2006-07-04 Manufacturers Equity Trust Modular span multi-cell box girder bridge system
IL123543A (en) * 1998-03-04 1999-12-31 Meiranz Benjamin Composite bridge superstructure with precast deck elements
US6170105B1 (en) 1999-04-29 2001-01-09 Composite Deck Solutions, Llc Composite deck system and method of construction
AU754130B1 (en) * 2001-06-05 2002-11-07 Bonacci Beam Pty Ltd Building structural element
ES2246146B1 (en) * 2004-06-25 2007-04-16 STRUCTURAL CONCRETE & STEEL, S.L. PRELOSA AUTOPORTANTE.
KR100635137B1 (en) * 2004-11-08 2006-10-17 주식회사 효성엘비데크 Bridge slab construction method and lattice bar deck-shaped precast concrete plate applied therein
KR100572860B1 (en) * 2005-01-11 2006-04-26 (주)리튼브릿지 A Long-distance-pier temporary bridge Using Cross Beam Having Through-holes
DE102005063173A1 (en) * 2005-12-30 2007-07-12 Universität Kassel bridge construction
US8578537B2 (en) * 2005-12-30 2013-11-12 Matthew Ley Partially prefabricated structural concrete beam
KR101022853B1 (en) * 2010-07-15 2011-03-17 혜동브릿지 주식회사 Composite girder for constructing bridge
CN102767141B (en) * 2012-07-27 2014-04-16 中铁十一局集团有限公司 Construction method for huge capping beam utilizing reinforced concrete thin wall as permanent formwork
KR101267807B1 (en) 2012-10-04 2013-06-04 한국건설기술연구원 Large scale concrete girder, and manufacturing method by using uhpc member as a form and structural element
US9783982B2 (en) 2012-12-07 2017-10-10 Precasteel, LLC Stay-in-place fascia forms and methods and equipment for installation thereof
US10344474B2 (en) 2012-12-07 2019-07-09 Precasteel, LLC Stay-in-place forms and methods and equipment for installation thereof
US11566424B2 (en) 2012-12-07 2023-01-31 Precasteel, LLC Stay-in-place forms and methods and equipment for installation thereof
CN103711065B (en) * 2013-12-30 2015-11-18 江苏省交通科学研究院股份有限公司 Cantilever construction Composite Steel-Concrete Bridges and construction method thereof
EP3176325A1 (en) * 2014-07-31 2017-06-07 Pgpi - Marcas E Patentes S.A. Process for the construction of structures with void segments and system for construction with void segments
JP6436716B2 (en) * 2014-10-17 2018-12-12 株式会社エスイー Method of connecting coupler to external cable for introducing prestress in bridge girder and tension introducing frame used in the method
US9797138B2 (en) * 2015-05-01 2017-10-24 Elastic Potential, S.L. Constructive system and method of construction thereof
JP6517121B2 (en) * 2015-10-23 2019-05-22 西日本高速道路株式会社 Buried formwork
CN105780663B (en) * 2016-04-25 2017-09-12 上海市城市建设设计研究总院（集团）有限公司 Long span bent cap precast assembly method and its Long span bent cap
CN107237270A (en) * 2017-07-18 2017-10-10 中交第二航务工程局有限公司 A kind of construction method of girder construction
KR102384202B1 (en) * 2018-04-11 2022-04-08 벨라이사미 타바마니 판디 System for construction of composite u shaped reinforced girders bridge deck and methods thereof
CN108532437B (en) * 2018-05-21 2023-06-27 长江勘测规划设计研究有限责任公司 Arrangement structure and design method of prestressed beam body after beam body growth
RU2689009C1 (en) * 2018-07-02 2019-05-23 Общество с ограниченной ответственностью "НПП СК МОСТ" Method of reconstruction of the bridge span structure with metallic double-cantilever arch
JP6662980B2 (en) * 2018-10-09 2020-03-11 株式会社エスイー Connection method of coupler to external cable for introducing prestress in bridge girder
CN111794074B (en) * 2020-07-07 2022-03-22 浙江华东工程咨询有限公司 Arch bridge concrete beam and beam forming method thereof
KR102332145B1 (en) * 2021-01-05 2021-12-01 동서 피, 씨, 씨 주식회사 Ramp construction structure of warehouse using precast concrete construction method
AT524664B1 (en) 2021-06-09 2022-08-15 Kollegger Gmbh Process for the construction of a bridge from prefabricated girders and roadway slab elements
CN114939924A (en) * 2022-05-27 2022-08-26 哈尔滨工业大学（深圳） Fiber reinforced composite material column permanent template sectional prefabricated mold and preparation method thereof
CN115094778B (en) * 2022-08-10 2023-01-06 北京城建设计发展集团股份有限公司 Method for connecting prefabricated T-shaped piers through bonded prestressed tendons and steel bars

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GB387097A (en) * 1931-12-29 1933-02-02 Karl Ottiker Concrete road
GB415844A (en) * 1933-04-13 1934-09-06 Francis Albert Leon Wellard Improvements in the construction of arches for bridges, culverts and similar purposes
US2110235A (en) * 1935-02-15 1938-03-08 Roberta Mcn Neeld Bridge structure
US3027687A (en) * 1958-08-06 1962-04-03 Reynolds Metals Co Bridge construction
FR2074643A7 (en) * 1970-01-14 1971-10-08 Sousselier Francois
DE2203126B2 (en) * 1972-01-24 1974-02-28 Polensky & Zoellner, 5000 Koeln Process for the production of prestressed concrete components
SU975869A1 (en) * 1981-06-19 1982-11-23 Lvovskij Polt Inst Method for reconstructing reinforced concrete ribbed girder span structure of bridge
JPS58167942A (en) * 1982-03-29 1983-10-04 Hitachi Ltd Correcting method of varied length of optical path of cuvette
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Also Published As

Publication number Publication date
DE69315347D1 (en) 1998-01-02
EP0656085A1 (en) 1995-06-07
CA2078738C (en) 1996-11-26
US5425152A (en) 1995-06-20
ATE160403T1 (en) 1997-12-15
WO1994004756A1 (en) 1994-03-03
CN1083885A (en) 1994-03-16
JPH08502799A (en) 1996-03-26
AU4695193A (en) 1994-03-15
EP0656085B1 (en) 1997-11-19

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