EP0127515A1 - Brücke in Segmentbauweise und mit Vorspannung durch Aussenspannglieder, Segmente für diese Brücke und Verfahren zur Herstellung dieser Segmente - Google Patents

Brücke in Segmentbauweise und mit Vorspannung durch Aussenspannglieder, Segmente für diese Brücke und Verfahren zur Herstellung dieser Segmente Download PDF

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Publication number
EP0127515A1
EP0127515A1 EP84400981A EP84400981A EP0127515A1 EP 0127515 A1 EP0127515 A1 EP 0127515A1 EP 84400981 A EP84400981 A EP 84400981A EP 84400981 A EP84400981 A EP 84400981A EP 0127515 A1 EP0127515 A1 EP 0127515A1
Authority
EP
European Patent Office
Prior art keywords
segment
dihedrons
bridge
tables
sails
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.)
Granted
Application number
EP84400981A
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English (en)
French (fr)
Other versions
EP0127515B1 (de
Inventor
Pierre Richard
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Bouygues SA
Original Assignee
Bouygues SA
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 Bouygues SA filed Critical Bouygues SA
Priority to AT84400981T priority Critical patent/ATE25721T1/de
Publication of EP0127515A1 publication Critical patent/EP0127515A1/de
Application granted granted Critical
Publication of EP0127515B1 publication Critical patent/EP0127515B1/de
Expired legal-status Critical Current

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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
    • 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

Definitions

  • the invention relates to a new bridge structure with prefabricated segments and prestressed external assembly by cables, this signifying that the cables pass outside the concrete of the structure.
  • the invention aims to provide a new structure facilitating the production of deflectors and anchors of prestressing cables.
  • each segment comprises two tables, respectively upper and lower, braced by pairs of oblique longitudinal veils which form dihedrons, and by the fact that some of the dihedrons are closed by a tympanum transverse, the eardrums ensuring the desired deflections of the prestressing cables, as well as the anchors of these cables.
  • the eardrums are located at the ends of the dihedrons.
  • the current bridge span shown in FIG. 1 comprises, between the two supports 1,2, a series of segments, that is to say of prefabricated cross sections, V 1 to V 8 .
  • Each segment V comprises an upper table H and a lower table B braced by longitudinal oblique sails.
  • certain segments V 3 , V 4 9 V 6 and V 7 have transverse eardrums T between the tables.
  • the span is prestressed by cables C which undergo deviations only at the places of the eardrums, which are precisely provided for this purpose.
  • cables C which undergo deviations only at the places of the eardrums, which are precisely provided for this purpose.
  • the cables are also deflected in concrete blocks 3,4 in a manner known per se.
  • Each segment ( Figures 2.10) comprises an upper table H and a lower table B braced by concrete sails R oblique to a vertical and longitudinal plane which form a series of isosceles dihedrons whose edges are located below in the lower table. It has been assumed, for the example, that the segment comprises 6 R sails forming 3 dihedrons. In this example, the dihedrons are contiguous step by step. This provision is not compulsory. Alternatively, the dihedra may be spaced apart.
  • Figure 18 show three embodiments in which the dihedrons are contiguous (Figure 17A) or non-contiguous ( Figure 18B and 18C).
  • the number of dihedrons is chosen according to the width of the bridge and the desired resistances, generally 2 to 4 dihedrons per segment are sufficient.
  • the segments have respectively 4 dihedral ⁇ 1 - ⁇ 4 (FIG. 18A), 3 dihedral ⁇ 1 - ⁇ 3 (FIG. 18B) and 2 dihedral ⁇ 1 - ⁇ 2 (FIG. 18C).
  • segments include one or more transverse or vertical eardrums.
  • the process is completed by the operations consisting of prefabricating triangular plates T having the dimensions of the eardrums, these plates comprising projecting lateral frames, and placing each triangular plate T in front (that is to say at one end) of the dihedral which the eardrum must close, by crossing the lateral reinforcements c of the triangular plate with the reinforcements b of the two rectangular plates which constitute the dihedral and the reinforcements d of sink tables.
  • Formwork and pouring are carried out as in the first case.
  • the triangular tympanum plate is located on the side of the counter-mold formed by the segment previously manufactured and from which the new segment is produced.
  • the eardrums which are used to deflect the prestressing cables have cable passages and these passages are formed at any desired time, during the manufacture of the triangular plate or later, depending on the organization of the site.
  • Figures 11 to 17 are similar to Figures 3 to 9, but relate to the manufacture of a segment comprising eardrums. It has been assumed that it is the segment V3 which is poured using the segment V 2 as a counter-mold ( Figures 11, 14, 15, 16).
  • the prestressing cables C are located on the cylinder with a vertical axis, the directrix of which is parallel to the axis of the structure.
  • each prestressing cable is preferably placed in a vertical plane parallel to the axis of the structure.
  • the eardrums are located where the prestressing cables should be deflected or fixed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Ropes Or Cables (AREA)
  • Prostheses (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Panels For Use In Building Construction (AREA)
  • Mattresses And Other Support Structures For Chairs And Beds (AREA)
  • Communication Cables (AREA)
EP84400981A 1983-05-16 1984-05-15 Brücke in Segmentbauweise und mit Vorspannung durch Aussenspannglieder, Segmente für diese Brücke und Verfahren zur Herstellung dieser Segmente Expired EP0127515B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT84400981T ATE25721T1 (de) 1983-05-16 1984-05-15 Bruecke in segmentbauweise und mit vorspannung durch aussenspannglieder, segmente fuer diese bruecke und verfahren zur herstellung dieser segmente.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8308058A FR2546202B1 (fr) 1983-05-16 1983-05-16 Pont a voussoirs prefabiques et a precontrainte exterieure par cables, voussoirs pour ce pont et procedes de fabrication de ces voussoirs
FR8308058 1983-05-16

Publications (2)

Publication Number Publication Date
EP0127515A1 true EP0127515A1 (de) 1984-12-05
EP0127515B1 EP0127515B1 (de) 1987-03-04

Family

ID=9288876

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84400981A Expired EP0127515B1 (de) 1983-05-16 1984-05-15 Brücke in Segmentbauweise und mit Vorspannung durch Aussenspannglieder, Segmente für diese Brücke und Verfahren zur Herstellung dieser Segmente

Country Status (8)

Country Link
US (1) US4625354A (de)
EP (1) EP0127515B1 (de)
JP (1) JPS59217810A (de)
AT (1) ATE25721T1 (de)
CA (1) CA1229961A (de)
DE (1) DE3462529D1 (de)
EG (1) EG16999A (de)
FR (1) FR2546202B1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046464A (zh) * 2012-12-31 2013-04-17 中铁第四勘察设计院集团有限公司 一种桥面宽窄不同的连续桥梁结构

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2603130B1 (fr) * 1986-08-21 1988-11-10 Framatome Sa Radier pour enceinte de confinement de reacteur nucleaire
FR2626909A1 (fr) * 1988-02-05 1989-08-11 Muller Jean Pont haubane et son procede de construction
FR2629111B1 (fr) * 1988-03-25 1990-11-30 Muller Jean Tablier pour pont de grande longueur
US5437072A (en) * 1992-01-23 1995-08-01 J. Muller International Rapid transit viaduct with post-tensioning cable system
US5577284A (en) * 1994-02-22 1996-11-26 Muller; Jean Channel bridge
US5651154A (en) * 1995-11-13 1997-07-29 Reynolds Metals Company Modular bridge deck system consisting of hollow extruded aluminum elements
WO1997018356A1 (en) * 1995-11-13 1997-05-22 Reynolds Metals Company Modular bridge deck system including hollow extruded aluminum elements securely mounted to support girders
KR100469540B1 (ko) * 2002-11-22 2005-02-02 한국건설기술연구원 교축 직각방향 연결부재를 이용한 복합소재로 제작된프리캐스트 교량 바닥판 연결구조 및 이를 이용한교량시공방법
US7475446B1 (en) * 2004-10-16 2009-01-13 Yidong He Bridge system using prefabricated deck units with external tensioned structural elements
GB0514142D0 (en) * 2005-07-09 2005-08-17 Thomson James Bridge decking and method for installation
US7814724B2 (en) * 2007-10-09 2010-10-19 Hntb Holdings Ltd. Method for building over an opening via incremental launching
CN107190604B (zh) * 2017-05-24 2019-11-05 中建钢构有限公司 一种自行车高速路钢梁铺装结构及其路面铺装方法
CN110804954B (zh) * 2019-11-18 2021-06-18 中交二航局第四工程有限公司 一种适用于节段梁墩顶梁段的施工工艺
CN115892767A (zh) * 2022-10-10 2023-04-04 浙江双友物流器械股份有限公司 一种横梁平台结构

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE839044C (de) * 1950-02-26 1952-05-15 E H Dr Ing E H Dr Ing Franz Di Durch Haengewerke vorgespannter Stahlbeton-Durchlauftraeger mit nachtraeglichem Verbund
FR1269666A (fr) * 1960-06-29 1961-08-18 Procédé de construction de structures porteuses permettant l'introduction de poussées contrôlées dans les grandes poutres
CH401120A (de) * 1961-05-13 1965-10-31 Beteiligungs & Patentverw Gmbh Isotroper Tragkörper
DE1289079B (de) * 1964-12-02 1969-02-13 Joh Lerch Ag Spannbetonbruecke aus Fertigbauteilen
FR2132678A1 (de) * 1971-04-08 1972-11-24 Lev Zetlin
DE2422984A1 (de) * 1973-07-10 1975-01-30 Rella & Co Bauges Verfahren zur herstellung von langgestreckten massivtragwerken
DE2519664A1 (de) * 1975-05-02 1976-11-04 Zueblin Ag Raeumliches fachwerk
EP0053965A1 (de) * 1980-11-25 1982-06-16 Bouygues Vorgespannte Betonkonstruktion, Verfahren zu deren Herstellung und Elemente zur Durchführung des Verfahrens

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1245408B (de) * 1962-01-27 1967-07-27 Beteiligungs & Patentverw Gmbh Isotroper Tragkoerper fuer Bruecken od. dgl.
US3906571A (en) * 1971-04-08 1975-09-23 Lev Zetlin Structural member of sheet material

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE839044C (de) * 1950-02-26 1952-05-15 E H Dr Ing E H Dr Ing Franz Di Durch Haengewerke vorgespannter Stahlbeton-Durchlauftraeger mit nachtraeglichem Verbund
FR1269666A (fr) * 1960-06-29 1961-08-18 Procédé de construction de structures porteuses permettant l'introduction de poussées contrôlées dans les grandes poutres
CH401120A (de) * 1961-05-13 1965-10-31 Beteiligungs & Patentverw Gmbh Isotroper Tragkörper
DE1289079B (de) * 1964-12-02 1969-02-13 Joh Lerch Ag Spannbetonbruecke aus Fertigbauteilen
FR2132678A1 (de) * 1971-04-08 1972-11-24 Lev Zetlin
DE2422984A1 (de) * 1973-07-10 1975-01-30 Rella & Co Bauges Verfahren zur herstellung von langgestreckten massivtragwerken
DE2519664A1 (de) * 1975-05-02 1976-11-04 Zueblin Ag Raeumliches fachwerk
EP0053965A1 (de) * 1980-11-25 1982-06-16 Bouygues Vorgespannte Betonkonstruktion, Verfahren zu deren Herstellung und Elemente zur Durchführung des Verfahrens

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046464A (zh) * 2012-12-31 2013-04-17 中铁第四勘察设计院集团有限公司 一种桥面宽窄不同的连续桥梁结构

Also Published As

Publication number Publication date
ATE25721T1 (de) 1987-03-15
US4625354A (en) 1986-12-02
CA1229961A (en) 1987-12-08
FR2546202B1 (fr) 1986-03-21
JPH042725B2 (de) 1992-01-20
EG16999A (en) 1990-10-30
EP0127515B1 (de) 1987-03-04
FR2546202A1 (fr) 1984-11-23
JPS59217810A (ja) 1984-12-08
DE3462529D1 (en) 1987-04-09

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