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 sectionInfo
- 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
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
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).
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) |
Families Citing this family (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
Family Cites Families (7)
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 |
-
2012
- 2012-04-02 ES ES201230505A patent/ES2424774B1/en active Active
-
2013
- 2013-02-28 WO PCT/EP2013/054020 patent/WO2013149771A1/en active Application Filing
- 2013-02-28 BR BR112014017051-7A patent/BR112014017051B1/en active IP Right Grant
- 2013-02-28 MX MX2014011952A patent/MX2014011952A/en active IP Right Grant
- 2013-02-28 PE PE2014001259A patent/PE20142198A1/en active IP Right Grant
-
2014
- 2014-07-24 CO CO14161411A patent/CO7020889A2/en unknown
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. |