EP0188395A3 - Lattice girder, in particular for constructing a bridge - Google Patents
Lattice girder, in particular for constructing a bridge Download PDFInfo
- Publication number
- EP0188395A3 EP0188395A3 EP86400051A EP86400051A EP0188395A3 EP 0188395 A3 EP0188395 A3 EP 0188395A3 EP 86400051 A EP86400051 A EP 86400051A EP 86400051 A EP86400051 A EP 86400051A EP 0188395 A3 EP0188395 A3 EP 0188395A3
- Authority
- EP
- European Patent Office
- Prior art keywords
- series
- elements
- constructing
- bridge
- case
- 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.)
- Ceased
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/205—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members with apertured web, e.g. frameworks, trusses
-
- 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
- E01D2/02—Bridges characterised by the cross-section of their bearing spanning structure of the I-girder type
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D6/00—Truss-type bridges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/26—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members prestressed
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Bridges Or Land Bridges (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
La poutre précontrainte en treillis est en appui en plusieurs points (1, 2) de façon à former pour chaque travée, deux séries d'éléments (4a, 4b, 4c, ... 5a). Chaque élément comprend une membrure supérieure (6a) et une membrure inférieure (8a) en béton, reliées l'une à l'autre par des barres (10a, 11a, 12a) formant un N. The prestressed truss beam is in support at several points (1, 2) so as to form for each span, two series of elements (4a, 4b, 4c, ... 5a). Each element includes an upper chord (6a) and a chord lower (8a) concrete, connected to each other by bars (10a, 11a, 12a) forming an N.
Les barres verticales (10a, 11a) sont disposées près des extrémités des membrures et résistent essentiellement aux efforts de traction. La troisième barre (12a) résiste aux efforts de compression et elle est montante dans le cas de la première série d'éléments (4a, 4b, ...) et descendante dans le cas de la deuxième série d'éléments (5a, ...) située au-delà d'un point M où les efforts tranchants sous charge permanente sont sensiblement nuls. The vertical bars (10a, 11a) are arranged near the ends of the members and essentially resist tensile forces. The third bar (12a) resists compressive forces and is rising in the case of the first series of elements (4a, 4b, ...) and descending in the case of the second series of elements (5a, ...) located beyond a point M where the shear forces under permanent load are substantially zero.
Utilisation notamment pour réaliser des ponts. Use especially for making bridges.
(Voir figure 1). (See figure 1).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8500565 | 1985-01-16 | ||
FR8500565A FR2576053B1 (en) | 1985-01-16 | 1985-01-16 | LATTICE BEAM, PARTICULARLY FOR REALIZING A BRIDGE |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0188395A2 EP0188395A2 (en) | 1986-07-23 |
EP0188395A3 true EP0188395A3 (en) | 1987-08-26 |
Family
ID=9315326
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP86400051A Ceased EP0188395A3 (en) | 1985-01-16 | 1986-01-10 | Lattice girder, in particular for constructing a bridge |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0188395A3 (en) |
JP (1) | JPS61225406A (en) |
CA (1) | CA1270355A (en) |
DE (1) | DE188395T1 (en) |
FR (1) | FR2576053B1 (en) |
Families Citing this family (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2612963B1 (en) * | 1987-03-27 | 1991-07-26 | Muller Jean | BRIDGE CONSISTING OF AN APRON AND MEANS FOR SUPPORTING IT, ESPECIALLY A LONG-RANGE SHAFT BRIDGE AND METHOD OF CONSTRUCTION THEREOF |
FR2629111B1 (en) * | 1988-03-25 | 1990-11-30 | Muller Jean | APRON FOR LARGE LENGTH BRIDGE |
JPH0765292B2 (en) * | 1988-08-11 | 1995-07-19 | 日本鋼管株式会社 | Aerodynamic vibration prevention structure for box girder bridge |
GB2281572A (en) * | 1991-05-31 | 1995-03-08 | Alfred Alphonse Yee | Truss for e.g. bridges |
JP2886364B2 (en) * | 1991-07-01 | 1999-04-26 | 住友建設株式会社 | PC composite truss beam and its construction method |
GB9312941D0 (en) * | 1993-06-23 | 1993-08-04 | Strong Malcolm M | Flat-packing combination of chain and lattice structure |
JP3948809B2 (en) * | 1998-02-05 | 2007-07-25 | 三井住友建設株式会社 | Joining structure and joining method between concrete member and steel pipe member, and concrete / steel composite truss bridge |
CA2365143A1 (en) * | 2000-12-09 | 2002-06-09 | West Virginia University | Lightweight fiber reinforced polymer composite modular panel |
KR100423757B1 (en) * | 2001-05-04 | 2004-03-22 | 원대연 | Prestressed composite truss girder and construction method of the same |
US7010890B2 (en) * | 2003-02-06 | 2006-03-14 | Ericksen Roed & Associates, Inc. | Precast, prestressed concrete truss |
JP2008514833A (en) * | 2004-09-25 | 2008-05-08 | ハン マン ヨプ | Hollow prestressed concrete (HPC) girder and splice hollow prestressed concrete (s-HPC) girder bridge construction method |
US20060272267A1 (en) * | 2005-01-31 | 2006-12-07 | Javier Mentado-Duran | Concrete truss |
DE102006056866A1 (en) * | 2006-12-01 | 2008-07-17 | Max Bögl Bauunternehmung GmbH & Co. KG | Modular truss structure made of concrete and a method for its production and assembly |
JP2011246979A (en) * | 2010-05-27 | 2011-12-08 | Ps Mitsubishi Construction Co Ltd | Rigid slab girder bridge of high torsion |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR885531A (en) * | 1942-08-27 | 1943-09-17 | Fixed or removable reinforced cement frames | |
FR917303A (en) * | 1945-07-10 | 1947-01-03 | Applic Des Procedes Enklay Cim | New roof |
FR966810A (en) * | 1948-04-23 | 1950-10-19 | Metal reinforced concrete beam, serving as a construction element | |
DE908030C (en) * | 1936-03-14 | 1954-04-01 | Dyckerhoff & Widmann Ag | Process for the manufacture of reinforced concrete trusses consisting of tension and compression bars with slack reinforcement |
DE975592C (en) * | 1948-04-22 | 1962-02-01 | Dyckerhoff & Widmann Ag | Process for the production of a truss bridge made of reinforced concrete and movable scaffolding for carrying out the process |
-
1985
- 1985-01-16 FR FR8500565A patent/FR2576053B1/en not_active Expired
-
1986
- 1986-01-10 EP EP86400051A patent/EP0188395A3/en not_active Ceased
- 1986-01-10 DE DE1986400051 patent/DE188395T1/en active Pending
- 1986-01-14 CA CA000499543A patent/CA1270355A/en not_active Expired
- 1986-01-14 JP JP615886A patent/JPS61225406A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE908030C (en) * | 1936-03-14 | 1954-04-01 | Dyckerhoff & Widmann Ag | Process for the manufacture of reinforced concrete trusses consisting of tension and compression bars with slack reinforcement |
FR885531A (en) * | 1942-08-27 | 1943-09-17 | Fixed or removable reinforced cement frames | |
FR917303A (en) * | 1945-07-10 | 1947-01-03 | Applic Des Procedes Enklay Cim | New roof |
DE975592C (en) * | 1948-04-22 | 1962-02-01 | Dyckerhoff & Widmann Ag | Process for the production of a truss bridge made of reinforced concrete and movable scaffolding for carrying out the process |
FR966810A (en) * | 1948-04-23 | 1950-10-19 | Metal reinforced concrete beam, serving as a construction element |
Also Published As
Publication number | Publication date |
---|---|
CA1270355A (en) | 1990-06-19 |
FR2576053B1 (en) | 1988-04-15 |
EP0188395A2 (en) | 1986-07-23 |
DE188395T1 (en) | 1986-11-06 |
JPS61225406A (en) | 1986-10-07 |
FR2576053A1 (en) | 1986-07-18 |
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Legal Events
Date | Code | Title | Description |
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PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 19860115 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE CH DE GB IT LI NL SE |
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TCAT | At: translation of patent claims filed | ||
ITCL | It: translation for ep claims filed |
Representative=s name: BARZANO' E ZANARDO ROMA S.P.A. |
|
TCNL | Nl: translation of patent claims filed | ||
DET | De: translation of patent claims | ||
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
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AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH DE GB IT LI NL SE |
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17Q | First examination report despatched |
Effective date: 19881122 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION HAS BEEN REFUSED |
|
18R | Application refused |
Effective date: 19900902 |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: CONVERSY, FRANCOIS |