ES2108395T3 - Elemento de estructura para una estructura alargada mixta de seccion transversal del tipo de cajon, procedimiento para la realizacion de este elemento, y estructura alargada obtenida por dicho procedimiento. - Google Patents
Elemento de estructura para una estructura alargada mixta de seccion transversal del tipo de cajon, procedimiento para la realizacion de este elemento, y estructura alargada obtenida por dicho procedimiento.Info
- Publication number
- ES2108395T3 ES2108395T3 ES94401665T ES94401665T ES2108395T3 ES 2108395 T3 ES2108395 T3 ES 2108395T3 ES 94401665 T ES94401665 T ES 94401665T ES 94401665 T ES94401665 T ES 94401665T ES 2108395 T3 ES2108395 T3 ES 2108395T3
- Authority
- ES
- Spain
- Prior art keywords
- procedure
- section
- extended structure
- realization
- cross
- 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.)
- Expired - Lifetime
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/28—Concrete reinforced prestressed
- E01D2101/285—Composite prestressed concrete-metal
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/30—Metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Bridges Or Land Bridges (AREA)
- Superconductors And Manufacturing Methods Therefor (AREA)
- Connection Of Plates (AREA)
- Drawers Of Furniture (AREA)
Abstract
EL ELEMENTO DE VIGA METALICA (5,6) COMPRENDE UN TRAMO DE ALMA (7,10) FIJADO A LO LARGO DE SUS BORDES LONGITUDINALES RESPECTIVAMENTE A UN TRAMO DE BASE SUPERIOR (8) Y A UN TRAMO DE BASE INFERIOR (9). CADA TRAMO DE BASE (8,9) DE ESTE ELEMENTO (1,2) COMPRENDE SOBRE SU SUPERFICIE EXTERIOR OPUESTA AL ALMA (7,10) ELEMENTOS DE CONEXION (12, 13) CUYO NUMERO, LAS DIMENSIONES Y LAS POSICIONES ESTAN PREDETERMINADAS DE MANERA TAL QUE DICHOS ELEMENTOS DE CONEXION (12, 13) SON CAPACES DE SOPORTAR LOS ESFUERZOS DE ARRASTRE DE DICHO TRAMO DE BASE (8,9) POR EL HORMIGON A LO LARGO DE LAS DEFORMACIONES PREVISTAS PARA LA ESTRUCTURA ASI FORMADA.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9309625A FR2708638B1 (fr) | 1993-08-04 | 1993-08-04 | Elément de poutre métallique pour réaliser une structure allongée mixte à section transversale du type en caisson, procédé pour la mise en Óoeuvre de cet élément, et structure allongée réalisée par la mise en Óoeuvre de ce procédé. |
Publications (1)
Publication Number | Publication Date |
---|---|
ES2108395T3 true ES2108395T3 (es) | 1997-12-16 |
Family
ID=9449951
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES94401665T Expired - Lifetime ES2108395T3 (es) | 1993-08-04 | 1994-07-20 | Elemento de estructura para una estructura alargada mixta de seccion transversal del tipo de cajon, procedimiento para la realizacion de este elemento, y estructura alargada obtenida por dicho procedimiento. |
Country Status (8)
Country | Link |
---|---|
US (1) | US5596856A (es) |
EP (1) | EP0637647B1 (es) |
JP (1) | JP3068414B2 (es) |
AT (1) | ATE158366T1 (es) |
DE (1) | DE69405666T2 (es) |
DK (1) | DK0637647T3 (es) |
ES (1) | ES2108395T3 (es) |
FR (1) | FR2708638B1 (es) |
Families Citing this family (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2798407B1 (fr) * | 1999-09-15 | 2001-10-26 | Entpr Razel Freres | Ensemble d'ame continue pour ouvrage d'art a ossature mixte, et ouvrage d'art a ossature mixte realise avec un tel ensemble d'ame |
JP4493207B2 (ja) * | 2000-12-22 | 2010-06-30 | 株式会社Ihiインフラシステム | 鋼板ウェブ橋構造 |
DE102004016728A1 (de) * | 2004-04-05 | 2005-10-13 | Siemens Ag | Hebevorrichtung |
US8297017B2 (en) * | 2008-05-14 | 2012-10-30 | Plattforms, Inc. | Precast composite structural floor system |
US8161691B2 (en) | 2008-05-14 | 2012-04-24 | Plattforms, Inc. | Precast composite structural floor system |
CN101775775B (zh) * | 2010-01-28 | 2012-07-25 | 广东省公路勘察规划设计院股份有限公司 | 一种具有自抗裂功能的组合桥梁及其施工方法 |
CN101798794B (zh) * | 2010-03-29 | 2012-07-25 | 广东省公路勘察规划设计院股份有限公司 | 利用折形钢腹板钢梁先行架设组合箱梁桥及其施工方法 |
US8453406B2 (en) | 2010-05-04 | 2013-06-04 | Plattforms, Inc. | Precast composite structural girder and floor system |
US8381485B2 (en) | 2010-05-04 | 2013-02-26 | Plattforms, Inc. | Precast composite structural floor system |
CN102108677A (zh) * | 2010-12-31 | 2011-06-29 | 青建集团股份公司 | 免拆卸箱梁内模施工方法 |
CN103161122B (zh) * | 2013-03-27 | 2015-05-27 | 广东省冶金建筑设计研究院 | 混凝土梁-波形钢腹板混凝土梁的纵向混合连续梁体系 |
CN103590316B (zh) * | 2013-11-25 | 2016-01-20 | 中铁第四勘察设计院集团有限公司 | 公铁分层钢箱梁 |
CN103696369B (zh) * | 2013-11-26 | 2015-11-18 | 武汉一冶钢结构有限责任公司 | 钢箱梁节段四点定位安装方法 |
CN103741584A (zh) * | 2013-12-31 | 2014-04-23 | 清华大学 | 下翼缘抗拔波形钢腹板组合箱梁及施工方法 |
CN103711067A (zh) * | 2014-01-13 | 2014-04-09 | 河南省交通规划勘察设计院有限责任公司 | 一种少支架横向拼装波形钢腹板组合箱梁及施工方法 |
JP6368510B2 (ja) * | 2014-03-19 | 2018-08-01 | 大成建設株式会社 | Pc箱桁橋と、波形鋼板に接続された鋼フランジの下方に下床板コンクリートを施工する方法 |
JP6308502B2 (ja) * | 2015-06-10 | 2018-04-11 | 株式会社富士ピー・エス | 張出し施工におけるプレテンション床版の構築方法 |
CN105178170A (zh) * | 2015-07-23 | 2015-12-23 | 苏交科集团股份有限公司 | 一种波形钢腹板的底板连接结构 |
CN106012792A (zh) * | 2016-06-23 | 2016-10-12 | 中铁第四勘察设计院集团有限公司 | 一种铁路斜拉桥箱形结合主梁结构 |
CN106801376A (zh) * | 2017-03-14 | 2017-06-06 | 中铁第四勘察设计院集团有限公司 | 一种纵肋上置式钢‑混组合整体箱梁 |
CN110587809B (zh) * | 2019-08-13 | 2021-03-23 | 中铁十六局集团第一工程有限公司 | 预制箱梁梁底预埋件与钢筋整体绑扎系统及施工方法 |
CN111155435B (zh) * | 2020-01-08 | 2021-05-14 | 中铁大桥局第七工程有限公司 | 一种钢箱梁桥中跨合龙施工方法 |
CN112523503B (zh) * | 2020-11-30 | 2022-10-04 | 中建五局第三建设有限公司 | 一种混凝土箱梁内模免拆支撑体系及施工方法 |
CN113684763B (zh) * | 2021-08-17 | 2023-02-03 | 中铁北京工程局集团第一工程有限公司 | 一种基于弓弦式中线定位法的异形箱梁架设施工工艺 |
CN115679794B (zh) * | 2022-12-13 | 2023-03-17 | 湖南大学 | 大悬臂超宽uhpc箱梁单元、大悬臂超宽uhpc箱梁桥及其施工方法 |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3257764A (en) * | 1962-09-27 | 1966-06-28 | Reynolds Metals Co | Bridge construction with girder having triangular intermediate and rectangular end cross-sectional configurations |
US3401497A (en) * | 1964-02-26 | 1968-09-17 | Gregory Ind Inc | Support for reinforcing members |
US4129917A (en) * | 1978-03-27 | 1978-12-19 | Eugene W. Sivachenko | Bridge structure |
DE3514786A1 (de) * | 1985-04-24 | 1986-10-30 | Mannesmann AG, 4000 Düsseldorf | Kastentraeger |
FR2612216B1 (fr) * | 1987-03-11 | 1991-07-05 | Campenon Bernard Btp | Pont a membrures reliees par des toles plissees |
US5338499A (en) * | 1989-09-26 | 1994-08-16 | Gerestek Oy | Method for the fabrication of a composite structure |
IT223114Z2 (it) * | 1990-02-06 | 1995-06-09 | Tecnaria S P A | Piolo- connettore con staffa di fissaggio e chiodi da inserire pneumaticamente per il collegamento di un getto in calcestruzzo su travi in ferro |
-
1993
- 1993-08-04 FR FR9309625A patent/FR2708638B1/fr not_active Expired - Fee Related
-
1994
- 1994-07-20 DK DK94401665.8T patent/DK0637647T3/da active
- 1994-07-20 DE DE69405666T patent/DE69405666T2/de not_active Expired - Fee Related
- 1994-07-20 ES ES94401665T patent/ES2108395T3/es not_active Expired - Lifetime
- 1994-07-20 EP EP94401665A patent/EP0637647B1/fr not_active Expired - Lifetime
- 1994-07-20 AT AT94401665T patent/ATE158366T1/de not_active IP Right Cessation
- 1994-08-03 US US08/285,808 patent/US5596856A/en not_active Expired - Lifetime
- 1994-08-04 JP JP6183637A patent/JP3068414B2/ja not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE69405666D1 (de) | 1997-10-23 |
US5596856A (en) | 1997-01-28 |
JPH07189425A (ja) | 1995-07-28 |
FR2708638B1 (fr) | 1995-10-13 |
EP0637647A1 (fr) | 1995-02-08 |
EP0637647B1 (fr) | 1997-09-17 |
DK0637647T3 (da) | 1998-04-14 |
DE69405666T2 (de) | 1998-01-15 |
JP3068414B2 (ja) | 2000-07-24 |
FR2708638A1 (fr) | 1995-02-10 |
ATE158366T1 (de) | 1997-10-15 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
FG2A | Definitive protection |
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