ES2558178T3 - Bridge construction device in central beam construction mode for a built structure joint - Google Patents
Bridge construction device in central beam construction mode for a built structure joint Download PDFInfo
- Publication number
- ES2558178T3 ES2558178T3 ES12726807.6T ES12726807T ES2558178T3 ES 2558178 T3 ES2558178 T3 ES 2558178T3 ES 12726807 T ES12726807 T ES 12726807T ES 2558178 T3 ES2558178 T3 ES 2558178T3
- Authority
- ES
- Spain
- Prior art keywords
- central beam
- mode
- built structure
- bridge
- crossbar
- 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
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
- E01D19/062—Joints having intermediate beams
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Bridges Or Land Bridges (AREA)
- Body Structure For Vehicles (AREA)
Abstract
Dispositivo de construcción de puente (1) en modo de construcción de viga central para una junta de estructura edificada (2) entre dos partes de estructura edificada (3, 4) en particular entre dos partes de puente con al menos dos perfiles de borde (5, 6) asociados en cada caso a una parte de estructura edificada y al menos una viga central (7) que está dispuesta entre los perfiles de borde (5, 6) y sobre al menos un travesaño (8) que puentea la junta de estructura edificada (2), caracterizado por que el dispositivo de construcción de puente (1) presenta al menos dos vigas centrales (7), que están dispuestas de manera resistente al cizallamiento una con respecto a otra sobre un travesaño común (8) a una distancia fijada (FA) en el estado de uso, estando realizada la conexión (9) entre al menos una viga central (7) y el travesaño (8) a modo de punto de rotura controlada, estando diseñada la conexión (9) realizada a modo de punto de rotura controlada entre travesaño (8) y viga central (7) de modo que falla en el caso de un movimiento extraordinario de las partes de estructura edificada (3, 4) una con respecto a otra.Bridge construction device (1) in central beam construction mode for a building structure joint (2) between two building structure parts (3, 4), in particular between two bridge parts with at least two edge profiles ( 5, 6) associated in each case to a part of the built structure and at least one central beam (7) that is arranged between the edge profiles (5, 6) and on at least one crossbar (8) that bridges the joint of building structure (2), characterized in that the bridge construction device (1) has at least two central beams (7), which are arranged in a shear-resistant manner with respect to one another on a common crossbeam (8) at a fixed distance (FA) in the state of use, the connection (9) being made between at least one central beam (7) and the crossbar (8) as a controlled breaking point, the connection (9) being designed made at mode of controlled breaking point between crossbar (8) and central beam (7 ) so that it fails in the event of an extraordinary movement of the built structure parts (3, 4) relative to each other.
Description
Claims (1)
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102011050977 | 2011-06-09 | ||
DE102011050977A DE102011050977A1 (en) | 2011-06-09 | 2011-06-09 | Bridging device in center beam design for a building joint |
PCT/EP2012/061026 WO2012168476A1 (en) | 2011-06-09 | 2012-06-11 | Bridging device in center beam construction method for a building joint |
Publications (1)
Publication Number | Publication Date |
---|---|
ES2558178T3 true ES2558178T3 (en) | 2016-02-02 |
Family
ID=46246083
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES12726807.6T Active ES2558178T3 (en) | 2011-06-09 | 2012-06-11 | Bridge construction device in central beam construction mode for a built structure joint |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP2718501B1 (en) |
DE (1) | DE102011050977A1 (en) |
EA (1) | EA026449B1 (en) |
ES (1) | ES2558178T3 (en) |
PT (1) | PT2718501E (en) |
WO (1) | WO2012168476A1 (en) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102012023129B3 (en) | 2012-11-27 | 2013-12-12 | Mageba S.A. | Expansion joint bridging device |
CN103469727A (en) * | 2013-10-09 | 2013-12-25 | 湖南广和桥梁构件有限公司 | Bridge expansion joint trussed beam box |
CN103590329B (en) * | 2013-11-25 | 2015-12-02 | 中铁第一勘察设计院集团有限公司 | Railway Prestressed Concrete partial cable-stayed bridge beam-ends shrinkage joint |
DE102013224460A1 (en) * | 2013-11-28 | 2015-05-28 | Maurer Söhne Engineering GmbH & Co. KG | bridging device |
MD1107Z (en) * | 2016-08-24 | 2017-07-31 | Григоре ЧАПА | Mobile telescopic bridge |
CZ307351B6 (en) * | 2017-02-17 | 2018-06-20 | České vysoké učení technické v Praze, Fakulta stavební, Katedra ocelových a dřevěných konstrukcí | A lamella bridge joint |
CN107299590A (en) * | 2017-07-07 | 2017-10-27 | 中铁第四勘察设计院集团有限公司 | Double-joint shallow shaped steel formula bridge extension joint |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1278470B (en) * | 1965-12-31 | 1968-09-26 | Gutehoffnungshuette Sterkrade | Waterproof covering device for expansion joints in bridges or the like. |
DE19630328C2 (en) | 1996-07-26 | 1999-11-18 | Maurer Friedrich Soehne | Bridging device for joint gaps |
JP4019295B2 (en) * | 1999-03-09 | 2007-12-12 | 日本鋳造株式会社 | Expansion joint device |
GB0110996D0 (en) * | 2001-05-04 | 2001-06-27 | Devlin Seamus M | Improved bridge joint |
US20080148499A1 (en) * | 2006-12-13 | 2008-06-26 | Construction Research & Technology Gmbh | Expansion joint system |
-
2011
- 2011-06-09 DE DE102011050977A patent/DE102011050977A1/en not_active Withdrawn
-
2012
- 2012-06-11 EP EP12726807.6A patent/EP2718501B1/en active Active
- 2012-06-11 ES ES12726807.6T patent/ES2558178T3/en active Active
- 2012-06-11 EA EA201391791A patent/EA026449B1/en not_active IP Right Cessation
- 2012-06-11 PT PT127268076T patent/PT2718501E/en unknown
- 2012-06-11 WO PCT/EP2012/061026 patent/WO2012168476A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
EA026449B1 (en) | 2017-04-28 |
EA201391791A1 (en) | 2014-05-30 |
WO2012168476A1 (en) | 2012-12-13 |
EP2718501B1 (en) | 2015-10-14 |
EP2718501A1 (en) | 2014-04-16 |
DE102011050977A1 (en) | 2012-12-13 |
PT2718501E (en) | 2016-02-05 |
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