ES2424774B1 - Movable structure adapted to support a formwork of a new bridge section in cantilever - Google Patents
Movable structure adapted to support a formwork of a new bridge section in cantilever Download PDFInfo
- Publication number
- ES2424774B1 ES2424774B1 ES201230505A ES201230505A ES2424774B1 ES 2424774 B1 ES2424774 B1 ES 2424774B1 ES 201230505 A ES201230505 A ES 201230505A ES 201230505 A ES201230505 A ES 201230505A ES 2424774 B1 ES2424774 B1 ES 2424774B1
- Authority
- ES
- Spain
- Prior art keywords
- support
- formwork
- cantilever
- bridge section
- movable structure
- 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.)
- Active
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
Estructura desplazable adaptada para soportar en voladizo un encofrado de un tramo nuevo de puente que comprende al menos dos almas y un solado, comprendiendo la estructura desplazable (1) al menos dos conjuntos soporte (10) que comprenden una parte central (13) apoyada en un tramo de puente construido, una primera parte (11) dispuesta fijada al tramo de puente construido, y una segunda parte (12) que se extiende en voladizo desde la parte central (13) hacia el tramo nuevo de puente, un arriostramiento delantero (20) acoplado transversalmente a la segunda parte (12), y unas vigas transversales (4) dispuestas sustancialmente transversales al encofrado, adaptadas para soportar dicho encofrado disponiéndose suspendidas al arriostramiento delantero (20). La estructura comprende al menos dos tirantes principales (7) cada uno de los cuales se dispone alineado respectivamente con el extremo superior del alma correspondiente y acopla al conjunto soporte (10) la viga transversal (4) que soporta el solado.Movable structure adapted to support in cantilever formwork of a new section of bridge comprising at least two souls and one floor, the movable structure (1) comprising at least two support assemblies (10) comprising a central part (13) supported by a constructed bridge section, a first part (11) arranged fixed to the constructed bridge section, and a second part (12) that extends in a cantilever from the central part (13) towards the new bridge section, a front bracing ( 20) transversely coupled to the second part (12), and transverse beams (4) arranged substantially transverse to the formwork, adapted to support said formwork by being suspended to the front bracing (20). The structure comprises at least two main braces (7) each of which is arranged respectively aligned with the upper end of the corresponding core and attaches to the support assembly (10) the transverse beam (4) that supports the flooring.
Description
Claims (1)
Priority Applications (6)
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 |
MX2014011952A MX2014011952A (en) | 2012-04-02 | 2013-02-28 | Movable structure suitable for supporting a formwork of a new bridge section in cantilever. |
PE2014001259A PE20142198A1 (en) | 2012-04-02 | 2013-02-28 | MOVABLE STRUCTURE ADAPTED TO SUPPORT A FORMWORK OF A NEW SECTION OF BRIDGE UNDER CANVAS |
BR112014017051-7A BR112014017051B1 (en) | 2012-04-02 | 2013-02-28 | SUITABLE MOBILE STRUCTURE TO SUPPORT A CANTILEVER FORMWORK OF A NEW BRIDGE SECTION |
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 |
CO14161411A CO7020889A2 (en) | 2012-04-02 | 2014-07-24 | Movable structure adapted to support a formwork of a new bridge section in cantilever |
Applications Claiming Priority (1)
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 |
Publications (2)
Publication Number | Publication Date |
---|---|
ES2424774A1 ES2424774A1 (en) | 2013-10-08 |
ES2424774B1 true ES2424774B1 (en) | 2014-07-30 |
Family
ID=47827183
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES201230505A Active ES2424774B1 (en) | 2012-04-02 | 2012-04-02 | Movable structure adapted to support a formwork of a new bridge section in cantilever |
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 |
EP2775033B1 (en) | 2013-01-17 | 2015-08-05 | 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 |
EP2419567A1 (en) * | 2009-04-15 | 2012-02-22 | VSL International AG | 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 PE PE2014001259A patent/PE20142198A1/en active IP Right Grant
- 2013-02-28 MX MX2014011952A patent/MX2014011952A/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 |
BR112014017051A2 (en) | 2017-06-13 |
BR112014017051A8 (en) | 2017-07-04 |
MX2014011952A (en) | 2014-12-08 |
CO7020889A2 (en) | 2014-08-11 |
WO2013149771A1 (en) | 2013-10-10 |
ES2424774A1 (en) | 2013-10-08 |
BR112014017051B1 (en) | 2021-09-21 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
FG2A | Definitive protection |
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