BR112014017051A8 - movable structure suitable for supporting a cantilever formwork of a new bridge section - Google Patents

movable structure suitable for supporting a cantilever formwork of a new bridge section

Info

Publication number
BR112014017051A8
BR112014017051A8 BR112014017051A BR112014017051A BR112014017051A8 BR 112014017051 A8 BR112014017051 A8 BR 112014017051A8 BR 112014017051 A BR112014017051 A BR 112014017051A BR 112014017051 A BR112014017051 A BR 112014017051A BR 112014017051 A8 BR112014017051 A8 BR 112014017051A8
Authority
BR
Brazil
Prior art keywords
bridge section
supporting
formwork
coupled
new bridge
Prior art date
Application number
BR112014017051A
Other languages
Portuguese (pt)
Other versions
BR112014017051A2 (en
BR112014017051B1 (en
Inventor
Maria Aranburu Etxezarreta Angel
Original Assignee
Ulma Cye S Coop
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 Ulma Cye S Coop filed Critical Ulma Cye S Coop
Publication of BR112014017051A2 publication Critical patent/BR112014017051A2/en
Publication of BR112014017051A8 publication Critical patent/BR112014017051A8/en
Publication of BR112014017051B1 publication Critical patent/BR112014017051B1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • E01D21/10Cantilevered erection

Abstract

resumo estrutura móvel apropriada para apoiar uma cofragem de cantílever de uma seção de ponte nova a presente invenção se refere a uma estrutura móvel apropriada para apoiar uma cofragem de cantílever de uma seção de ponte nova compreendendo pelo menos duas redes e um pavimento, a estrutura móvel (1) compreendendo pelo menos dois conjuntos de suporte (10) compreendendo uma parte central (13) apoiada em uma seção de ponte construída, uma primeira parte (11) fixada à seção de ponte construída e uma segunda parte de cantílever (12) que se estende a partir da parte central (13) na direção da seção de ponte nova, um esteio frontal (20) transversalmente acoplado à segunda parte (12) e vigas transversais (4) dispostas substancialmente transversas à cofragem, apropriadas para apoiar a dita cofragem suspensa a partir do esteio frontal (20). a estrutura compreende pelo menos duas vigas de fixação principais (7), cada uma sendo disposta alinhada respectivamente à extremidade superior da rede correspondente e acoplando a viga transversal (4) que suporta o pavimento ao conjunto de suporte (10). o esteio frontal (20) compreende pelo menos uma estrutura de treliça (21) e pelo menos dois reforços (23), cada um sendo acoplado à segunda parte (12) do conjunto de suporte correspondente (10), a estrutura de treliça (21) sendo acoplada aos reforços (23) e cada viga de fixação principal (7) sendo acoplada ao reforço correspondente (23).Mobile structure suitable for supporting a cantilever formwork of a new bridge section The present invention relates to a mobile structure suitable for supporting a cantilever formwork of a new bridge section comprising at least two nets and one floor, the movable structure (1) comprising at least two support assemblies (10) comprising a central part (13) supported on a constructed bridge section, a first part (11) attached to the constructed bridge section and a second cantilever part (12) which extending from the central part (13) towards the new bridge section, a front stay (20) transversely coupled to the second part (12) and transverse beams (4) arranged substantially transverse to the formwork, suitable to support said formwork suspended from the front stud (20). The structure comprises at least two main fixing beams (7), each being arranged aligned respectively with the upper end of the corresponding mesh and coupling the transverse beam (4) supporting the floor to the support assembly (10). the front support (20) comprises at least one truss structure (21) and at least two reinforcements (23), each being coupled to the second part (12) of the corresponding support assembly (10), the truss structure (21). ) being coupled to the reinforcements (23) and each main fixing beam (7) being coupled to the corresponding reinforcement (23).

BR112014017051-7A 2012-04-02 2013-02-28 SUITABLE MOBILE STRUCTURE TO SUPPORT A CANTILEVER FORMWORK OF A NEW BRIDGE SECTION BR112014017051B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
ES201230505A ES2424774B1 (en) 2012-04-02 2012-04-02 Movable structure adapted to support a formwork of a new bridge section in cantilever
ESP201230505 2012-04-02
PCT/EP2013/054020 WO2013149771A1 (en) 2012-04-02 2013-02-28 Movable structure suitable for supporting a formwork of a new bridge section in cantilever

Publications (3)

Publication Number Publication Date
BR112014017051A2 BR112014017051A2 (en) 2017-06-13
BR112014017051A8 true BR112014017051A8 (en) 2017-07-04
BR112014017051B1 BR112014017051B1 (en) 2021-09-21

Family

ID=47827183

Family Applications (1)

Application Number Title Priority Date Filing Date
BR112014017051-7A BR112014017051B1 (en) 2012-04-02 2013-02-28 SUITABLE MOBILE STRUCTURE TO SUPPORT A CANTILEVER FORMWORK OF A NEW BRIDGE SECTION

Country Status (6)

Country Link
BR (1) BR112014017051B1 (en)
CO (1) CO7020889A2 (en)
ES (1) ES2424774B1 (en)
MX (1) MX2014011952A (en)
PE (1) PE20142198A1 (en)
WO (1) WO2013149771A1 (en)

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ES2435505B1 (en) * 2011-11-30 2014-09-23 Rubrica Ingenieria Y Arquitectura, S.L. WORK FOR EXECUTION OF WORKS
WO2014111601A1 (en) 2013-01-17 2014-07-24 Rubrica Ingenieria Y Arquitectura, S.L. Self-launching falsework for platforms in ports
ES1132730Y (en) 2014-10-27 2015-02-03 Rubrica Ingenieria Y Arquitectura Sl CART FOR THE CONSTRUCTION OF A BOARD OF UNPUENT IN PROGRESSIVE PROGRESS
CN105714683A (en) * 2016-02-23 2016-06-29 中国水利水电第十一工程局有限公司 Installation and dismantling method of high bent cast-in-situ aqueduct suspension type bailey frames
JP6549499B2 (en) * 2016-02-25 2019-07-24 鹿島建設株式会社 Mobile vehicle and construction method of structure
CN105696473A (en) * 2016-04-12 2016-06-22 中建二局第二建筑工程有限公司 Hanging basket single-side assembling and sliding system and hanging basket single-side assembling and sliding method
CN106906750B (en) * 2017-03-24 2019-01-25 中建三局基础设施工程有限公司 Multi-functional across the railway line swing bridge girder closing construction mould bases of one kind and its construction method
CN107988922B (en) * 2018-03-07 2020-01-10 山东博远重工有限公司 Hanging basket trolley with improved structure of bottom support protective cross beam lifting lug
CN108999095A (en) * 2018-09-28 2018-12-14 广东博昊实业集团有限公司 A kind of more truss-like supper wide type hanging basket for bridge construction
CN109778720B (en) * 2019-03-18 2020-11-06 浙江兴土桥梁专用装备制造有限公司 Bridge construction method based on cradle construction
DE102019203959A1 (en) 2019-03-22 2020-09-24 Hünnebeck GmbH Structural system for the manufacture of structures
CN109914244B (en) * 2019-04-26 2023-12-05 四川路桥华东建设有限责任公司 Weak bracket system suitable for high-tower reinforced concrete combined beam steel structure installation and bottom and top plate concrete pouring and operation method thereof
CN110453612B (en) * 2019-07-25 2021-05-14 广东腾盛模架科技有限公司 Protection device of hanging flower basket is used in road bridge construction
WO2021064259A1 (en) * 2019-10-04 2021-04-08 Rubrica Ingenieria Y Arquitectura, S.L. Successive cantilever carriage
CN113882281B (en) * 2021-11-16 2023-04-07 中国建筑第四工程局有限公司 Hanging basket walking system for bridge cantilever construction and operation method
CN117532624B (en) * 2024-01-10 2024-03-26 南京东奇智能制造研究院有限公司 Automatic positioning and aligning method and system for guardrail plate installation

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Publication number Priority date Publication date Assignee Title
DE1910197B1 (en) * 1969-02-28 1970-04-23 Dyckerhoff & Widmann Ag Process for the production of longer structures, in particular bridge structures, in sections in front of the building and in front of the building in order to carry out the method
DE2607805C3 (en) * 1976-02-26 1979-05-31 Dyckerhoff & Widmann Ag, 8000 Muenchen Device for the section-by-section, free front construction of multi-span bridge structures made of reinforced or prestressed concrete
NO150289C (en) * 1982-06-01 1984-09-19 Oestlandske Spennbetong As DEVICE FOR SECTIONAL CASTING OF TENSIONED CONCRETE BRIDGES AFTER THE FRONT BUILDING METHOD
JP3038163B2 (en) * 1997-04-28 2000-05-08 株式会社ピー・エス Overhang work equipment
DE102007047438B4 (en) * 2007-10-04 2022-11-24 Doka Gmbh Formwork arrangement for the cantilever construction of bridges
CN101586330B (en) * 2008-05-22 2011-01-26 中铁十一局集团第一工程有限公司 Receding construction method of cradle of continuous girder bridge made of prestressing concrete
CN102395731B (en) * 2009-04-15 2014-08-20 Vsl国际股份公司 Overhead form traveller and method

Also Published As

Publication number Publication date
PE20142198A1 (en) 2014-12-29
ES2424774B1 (en) 2014-07-30
WO2013149771A1 (en) 2013-10-10
CO7020889A2 (en) 2014-08-11
BR112014017051A2 (en) 2017-06-13
ES2424774A1 (en) 2013-10-08
BR112014017051B1 (en) 2021-09-21
MX2014011952A (en) 2014-12-08

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Legal Events

Date Code Title Description
B06F Objections, documents and/or translations needed after an examination request according [chapter 6.6 patent gazette]
B06U Preliminary requirement: requests with searches performed by other patent offices: procedure suspended [chapter 6.21 patent gazette]
B350 Update of information on the portal [chapter 15.35 patent gazette]
B09A Decision: intention to grant [chapter 9.1 patent gazette]
B16A Patent or certificate of addition of invention granted [chapter 16.1 patent gazette]

Free format text: PRAZO DE VALIDADE: 20 (VINTE) ANOS CONTADOS A PARTIR DE 28/02/2013, OBSERVADAS AS CONDICOES LEGAIS.