EP1008691A3 - Externally prestressed concrete bridge - Google Patents
Externally prestressed concrete bridge Download PDFInfo
- Publication number
- EP1008691A3 EP1008691A3 EP99124496A EP99124496A EP1008691A3 EP 1008691 A3 EP1008691 A3 EP 1008691A3 EP 99124496 A EP99124496 A EP 99124496A EP 99124496 A EP99124496 A EP 99124496A EP 1008691 A3 EP1008691 A3 EP 1008691A3
- Authority
- EP
- European Patent Office
- Prior art keywords
- guy lines
- relevant
- bridge
- side wall
- concrete bridge
- 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
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
- 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)
- Bridges Or Land Bridges (AREA)
Abstract
Die Erfindung betrifft eine Betonbrücke mit einem als Kastenträger ausgebildeten Tragkörper (6, 7, 8), welcher mittels im Inneren des Kastenträgers vorgesehenen freiliegenden Abspannungen (14 bis 20) vorgespannt ist, wobei zumindest jeweils ein Ende der Abspannungen (14 bis 20) an innerhalb des Tragkörpers (6, 7, 8) mit diesem fest verbundenen Lisenen (11) befestigt ist. In einem oder mehreren Bereichen der Brücke sind mehrere Abspannungen (14 bis 17) in einem Fixier-und/oder Führungsbereich (9) innerhalb des betreffenden Bereichs der Brücke im Wesentlichen nebeneinander angeordnet. Dabei weist die überwiegende Anzahl der Abspannungen (14 bis 17) mit zunehmendem Abstand von einer der äußeren Seitenwände (8) des Tragkörpers jeweils eine größere Länge zwischen dem Fixier-und/oder Führungsbereich (9) und dem betreffenden Ende der Abspannungen auf als die jeweils in Richtung der betreffenden Seitenwand (8) benachbarte Abspannung. Die Lisenen (11) zur Befestigung der Enden der Abspannungen (14 bis 17) sind mit der betreffenden Seitenwand (8) verbunden oder zumindest nahe der betreffenden Seitenwand angeordnet. The invention relates to a concrete bridge with a support body (6, 7, 8) designed as a box girder, which is prestressed by means of exposed guy lines (14 to 20) provided inside the box girder, at least one end of the guy lines (14 to 20) being inside of the supporting body (6, 7, 8) is fixed to this fixed pilaster strip (11). In one or more areas of the bridge, a plurality of guy lines (14 to 17) are arranged essentially next to one another in a fixing and / or guide area (9) within the relevant area of the bridge. The greater the number of guy lines (14 to 17), the greater the distance from one of the outer side walls (8) of the supporting body, is each of a greater length between the fixing and / or guide area (9) and the relevant end of the guy lines than each Bracing adjacent in the direction of the relevant side wall (8). The pilaster strips (11) for fastening the ends of the guy lines (14 to 17) are connected to the relevant side wall (8) or at least arranged close to the relevant side wall.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19856434 | 1998-12-08 | ||
DE19856434A DE19856434C1 (en) | 1998-12-08 | 1998-12-08 | Concrete sectional bridge has internal tensioning tendons which converge towards central part of bridge and are anchored on exterior wall |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1008691A2 EP1008691A2 (en) | 2000-06-14 |
EP1008691A3 true EP1008691A3 (en) | 2001-05-02 |
EP1008691B1 EP1008691B1 (en) | 2003-07-30 |
Family
ID=7890275
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99124496A Expired - Lifetime EP1008691B1 (en) | 1998-12-08 | 1999-12-08 | Externally prestressed concrete bridge |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1008691B1 (en) |
AT (2) | AT3517U1 (en) |
CH (1) | CH690277A5 (en) |
DE (2) | DE19856434C1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114150565A (en) * | 2021-12-20 | 2022-03-08 | 中铁二院工程集团有限责任公司 | Simplified design method for steering structure of external prestressed concrete box girder |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4213986C1 (en) * | 1992-04-29 | 1993-05-06 | Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen, De | Sectional construction of bridge deck - uses straight prestressing elements, some external and some buried in concrete |
-
1998
- 1998-12-08 DE DE19856434A patent/DE19856434C1/en not_active Expired - Lifetime
- 1998-12-31 CH CH02587/98A patent/CH690277A5/en not_active IP Right Cessation
-
1999
- 1999-01-08 AT AT0001199U patent/AT3517U1/en unknown
- 1999-12-08 EP EP99124496A patent/EP1008691B1/en not_active Expired - Lifetime
- 1999-12-08 DE DE59906430T patent/DE59906430D1/en not_active Expired - Lifetime
- 1999-12-08 AT AT99124496T patent/ATE246288T1/en active
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4213986C1 (en) * | 1992-04-29 | 1993-05-06 | Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen, De | Sectional construction of bridge deck - uses straight prestressing elements, some external and some buried in concrete |
Non-Patent Citations (1)
Title |
---|
VIRLOGEUX: "Die externe Vorspannung", BETON UND STAHLBETONBAU., vol. 83, no. 5, May 1988 (1988-05-01), ERNST UND SOHN VERLAG. BERLIN., DE, pages 121 - 126, XP002161617, ISSN: 0005-9900 * |
Also Published As
Publication number | Publication date |
---|---|
EP1008691A2 (en) | 2000-06-14 |
EP1008691B1 (en) | 2003-07-30 |
DE19856434C1 (en) | 2000-03-23 |
ATE246288T1 (en) | 2003-08-15 |
DE59906430D1 (en) | 2003-09-04 |
AT3517U1 (en) | 2000-04-25 |
CH690277A5 (en) | 2000-06-30 |
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