GB2129854A - Arrangement for casting in sections of a prestressed concrete bridge in accordance with the cantilever construction method - Google Patents

Arrangement for casting in sections of a prestressed concrete bridge in accordance with the cantilever construction method

Info

Publication number
GB2129854A
GB2129854A GB08400112A GB8400112A GB2129854A GB 2129854 A GB2129854 A GB 2129854A GB 08400112 A GB08400112 A GB 08400112A GB 8400112 A GB8400112 A GB 8400112A GB 2129854 A GB2129854 A GB 2129854A
Authority
GB
United Kingdom
Prior art keywords
casting
bridge
traversing
section
sections
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.)
Withdrawn
Application number
GB08400112A
Other versions
GB8400112D0 (en
Inventor
Oscar Semb
Arne Arntzen
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.)
OESTLANDSKE SPENNBETONG
Original Assignee
OESTLANDSKE SPENNBETONG
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 OESTLANDSKE SPENNBETONG filed Critical OESTLANDSKE SPENNBETONG
Publication of GB8400112D0 publication Critical patent/GB8400112D0/en
Publication of GB2129854A publication Critical patent/GB2129854A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • 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
    • E01D21/10—Cantilevered erection

Landscapes

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

Abstract

The arrangement comprises one or several casting carriages (3) with front and back runners (5, 15) which co-operate with traversing rails (2, 2a, 2b) and a previously cast bridge section (1). The rear runners abut the underside of the traversing rails. The rear section (23) of the casting carriage is anchored in traversing trolleys equipped with runners (15). The rear section of the casting carriage is linked with runner trolleys by means of a parallelepiped-shaped frame (28-30) with joints in all four corners so arranged that the frame can be swung out laterally about its two lower joint axes (26, 27) (figs. 1 and 3). In order to stabilise the casting carriage a tensioning device is provided between the rear section (23, 30, 33) of the casting carriage and the previously cast concrete bridge section (1, 18), the said tensioning device being capable of regulation in height and intended for prestressing the tie-rods (38) which are fixed between the bridge deck (18) an a part (30) of the casting carriage's rear section (23) (Fig. 4). For casting in sections of concrete bridges from a bridge pier with superimposed bridge head by way of anchoring section using two casting carriages traversing in opposite directions, which however to begin with are partly dismantled and linked with one another, the arrangement comprises for linking the forward front sections (122) of the casting carriages two substantially plane coupling frames (150) which extend between the front sections (122) their distance from one another corresponding to the gauge of the traversing rails. Each coupling frame has an upper and a lower substantially horizontal flange (151-154) of adjustable length, and the flanges are linked with one another by means of diagonal threaded tie-rods (157, 158) the length of which is also adjustable.
GB08400112A 1982-06-01 1983-06-01 Arrangement for casting in sections of a prestressed concrete bridge in accordance with the cantilever construction method Withdrawn GB2129854A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO821820A NO150289C (en) 1982-06-01 1982-06-01 DEVICE FOR SECTIONAL CASTING OF TENSIONED CONCRETE BRIDGES AFTER THE FRONT BUILDING METHOD
PCT/NO1983/000020 WO1983004274A1 (en) 1982-06-01 1983-06-01 Arrangement for casting in sections of a prestressed concrete bridge in accordance with the cantilever construction method

Publications (2)

Publication Number Publication Date
GB8400112D0 GB8400112D0 (en) 1984-02-08
GB2129854A true GB2129854A (en) 1984-05-23

Family

ID=19886596

Family Applications (1)

Application Number Title Priority Date Filing Date
GB08400112A Withdrawn GB2129854A (en) 1982-06-01 1983-06-01 Arrangement for casting in sections of a prestressed concrete bridge in accordance with the cantilever construction method

Country Status (6)

Country Link
JP (1) JPS59501465A (en)
DE (1) DE3390026T1 (en)
GB (1) GB2129854A (en)
NL (1) NL8320159A (en)
NO (1) NO150289C (en)
WO (1) WO1983004274A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102605720A (en) * 2012-03-30 2012-07-25 中铁四局集团第一工程有限公司 Integrated construction equipment for binding and lifting continuous beam steel reinforcement framework and construction method
CN103806375A (en) * 2014-03-10 2014-05-21 广东省长大公路工程有限公司 Construction method for avoiding regulating cable force during construction and pouring of girder of concrete cable stayed bridge
CN104711933A (en) * 2015-03-26 2015-06-17 招商局重庆交通科研设计院有限公司 Reinforced concrete arch bridge construction method combined with cast-in-place cantilever method and stiff skeleton method

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0514207U (en) * 1991-07-03 1993-02-23 石川島建材工業株式会社 Erector for floor slab transfer
DE102007047438B4 (en) 2007-10-04 2022-11-24 Doka Gmbh Formwork arrangement for the cantilever construction of bridges
DE102007047439A1 (en) 2007-10-04 2009-04-16 Doka Industrie Gmbh Formwork routing for the cantilever construction of bridges
DE102007047443A1 (en) 2007-10-04 2009-04-16 Doka Industrie Gmbh Formwork arrangement for the cantilever construction of bridges
CN101413251B (en) * 2008-11-21 2011-12-28 中国葛洲坝集团股份有限公司 0 type block anti-cracking construction method of high pier large across creeping formwork
ES2396291B1 (en) * 2010-02-05 2013-12-19 Rubrica Ingeniería Y Arquitectura S.L. TROLLEY IN SUCCESSIVE ADVANCE VOLUME FOR BRIDGE CONSTRUCTION.
ES2398177B1 (en) * 2010-02-08 2014-01-16 Rubrica Ingeniería Y Arquitectura, S.L. IMPROVEMENTS INTRODUCED IN A PROGRESSIVE ADVANCE CART FOR BRIDGE CONSTRUCTION.
CN102425141B (en) * 2011-08-25 2014-08-13 中国水电顾问集团华东勘测设计研究院 Large cantilever superposing member and construction method thereof
ES2424774B1 (en) * 2012-04-02 2014-07-30 Ulma C Y E, S. Coop Movable structure adapted to support a formwork of a new bridge section in cantilever
CN102926330B (en) * 2012-11-27 2014-09-03 吴云 Installation method of hanging basket suitable for bridge construction
CN104963294B (en) * 2015-07-26 2016-09-07 中铁十一局集团第一工程有限公司 A kind of railway Thin-wall Hollow Pier circulation drip irrigation curing system
CN105484166B (en) * 2016-01-15 2017-12-12 中国铁建大桥工程局集团有限公司 A kind of ladder type masts type cantilever loop wheel machine
CN106800245B (en) * 2017-01-25 2019-01-25 中铁大桥局集团第一工程有限公司 A kind of floorings lifting hanger, hanging apparatus and hanging method
CN108360395B (en) * 2018-04-27 2024-07-16 中交武汉港湾工程设计研究院有限公司 Basket is hung in construction of bridge long and large section case roof beam, concrete case roof beam construction structure of hanging basket, steel case roof beam construction structure of hanging basket
CN116575359B (en) * 2023-07-14 2023-09-26 中铁五局集团第一工程有限责任公司 Continuous Liang Yiwei hanging basket and construction method

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2244870B1 (en) * 1973-09-21 1978-03-17 Campenon Bernard Europe
AT365258B (en) * 1974-03-12 1981-12-28 Koss Kurt DEVICE FOR SECTIONAL PRODUCTION OF THE INDIVIDUAL FIELDS OF THE CONSTRUCTION OF PILLAR BRIDGES OD. AEHNL. STRUCTURES
DE2555311C3 (en) * 1975-12-09 1980-06-12 Dyckerhoff & Widmann Ag, 8000 Muenchen Device for the section-by-section, free pre-construction of bridge structures made of reinforced or prestressed concrete
NO138855C (en) * 1976-10-28 1978-11-22 Hoesveis A S PROCEDURE AND DEVICE FOR SECTIONAL CASTING OF STRENGTHENED CONCRETE BRIDGE ACCORDING TO THE SO-CALLED FREEDOM BUILDING METHOD (CONSOLE METHOD)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102605720A (en) * 2012-03-30 2012-07-25 中铁四局集团第一工程有限公司 Integrated construction equipment for binding and lifting continuous beam steel reinforcement framework and construction method
CN102605720B (en) * 2012-03-30 2013-12-11 中铁四局集团第一工程有限公司 Integrated construction equipment for binding and lifting continuous beam steel reinforcement framework and construction method
CN103806375A (en) * 2014-03-10 2014-05-21 广东省长大公路工程有限公司 Construction method for avoiding regulating cable force during construction and pouring of girder of concrete cable stayed bridge
CN104711933A (en) * 2015-03-26 2015-06-17 招商局重庆交通科研设计院有限公司 Reinforced concrete arch bridge construction method combined with cast-in-place cantilever method and stiff skeleton method

Also Published As

Publication number Publication date
DE3390026C2 (en) 1992-10-08
NL8320159A (en) 1984-04-02
NO150289B (en) 1984-06-12
DE3390026T1 (en) 1984-05-17
JPS59501465A (en) 1984-08-16
NO150289C (en) 1984-09-19
NO821820L (en) 1983-12-02
JPH0551725B2 (en) 1993-08-03
WO1983004274A1 (en) 1983-12-08
GB8400112D0 (en) 1984-02-08

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Legal Events

Date Code Title Description
WAP Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1)