EP1008691B1 - Betonbrücke mit externer Vorspannung - Google Patents
Betonbrücke mit externer Vorspannung Download PDFInfo
- Publication number
- EP1008691B1 EP1008691B1 EP99124496A EP99124496A EP1008691B1 EP 1008691 B1 EP1008691 B1 EP 1008691B1 EP 99124496 A EP99124496 A EP 99124496A EP 99124496 A EP99124496 A EP 99124496A EP 1008691 B1 EP1008691 B1 EP 1008691B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- fixing
- bracing
- bridge
- bracing elements
- piers
- 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
Images
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 concrete bridge with the features of the preamble of Claim 1.
- the object of the invention is therefore to a concrete bridge with external prestress create, which also has a required high number of guy lines the least possible effort can be realized. This applies to both Manufacture of the fastenings and guides required for clamping as also for the actual installation of the guy lines.
- guy lines according to the invention By guiding the guy lines according to the invention within the free space of the support body will be guyed used to protect against corrosion to increase durability and this guy can also be checked continuously and if necessary to be repaired or replaced.
- the guy lines it becomes possible to use the guy lines to be installed in areas where their load-bearing capacity is optimal for achieving the load capacity of the bridge can be used.
- bracing in a fixation and / or Guide area are arranged essentially next to each other and that Provide the longer stays in each case at a greater distance from the side wall of the supporting body of the bridge as the adjacent one shorter guying is achieved that a high number of guying in Essentially the same level or with essentially the same course can be performed, the optimal for structural reasons or a represents at least advantageous course. If necessary, several can be used Layers of guy lines arranged in this way are provided, which are arranged one above the other at least in the fixing and / or holding area.
- the distance between the stays in the fixing and / or Guide area and the longitudinal spacing of the pilaster strips for fastening the ends of the Guyings selected so that the guyings are as straight as possible, i.e. without Redirection run.
- two adjacent stays longer stays preferably only one redirected only once, namely in the area between the concerned Fastening list and the fastening list for the adjacent shorter one Guying.
- separate deflection means can either be provided or the pilaster strip, to which the adjacent shorter guying is attached at the same time to redirect the adjacent longer guying.
- Latter Possibility offers the advantage of an extremely low outlay, since guide means for guiding the guying to be redirected directly into the pilaster can be and no separate component is required.
- the fixation and / or is located Guide area preferably in a bridge section above a support, wherein on both sides of this central section each have opposite sections are provided.
- the guy lines are then preferably with their two Ends attached to pilaster strips in the opposite sections, the Fixing and / or guiding area in this case only for guiding or redirecting serves.
- the pilaster strips must have a specific one Minimum distance between their lead-through openings for the associated guy lines from the ceiling.
- the top guy lines are according to the invention receiving pilasters block-shaped and can be on their in the Box girder facing inside above the receptacle for the assigned Bracing near the ceiling is the bracing of the next bridge section have outwardly and preferably also downwardly deflecting guide. This also applies to the guy lines and the associated pilaster strips on Bottom of the box girder.
- the block-shaped pilaster strips are formed as prefabricated prefabricated parts, with anchors equal to these finished parts or anchor connections for connection to the supporting body of the bridge can be.
- the main advantage of prefabricated prefabricated parts is that that these have their full strength already when they are attached and because of the factory production are immediately available.
- the pilaster strips can be bridged at those that reject the respective support Ends of the bridge sections or within the length of each Bridge section, e.g. B. in the middle.
- the finished part pilots can also be used with other concrete bridges if e.g. B.
- a bridge is produced in the cycle shift process, wherein, preferably in Abutment area, a relatively large section of bridges by factory manufactured, pushed out with the help of presses and after manufacture of the next one larger section is pushed with this.
- the pilaster strips External tensioning cable attached in sections is used to hold the device.
- Pilasters can be used to hold guy lines.
- the concrete bridge in question has over the existing one Support a central section 1 erected in the first construction phase, on which successively opposite other bridge sections 2, 2a, 3, 3a, 4 etc. in the open Stem can be attached using appropriate formwork.
- the Middle section 1 above a support is shown in cross section in FIG. 7.
- Fig. 6 shows a bridge section 5 also built in the free porch in the middle of the field between two supports.
- Each section 1-5 forms a box girder, the Ceiling consists of the slab 6.
- the bottom of the box girder was 7 and the side walls designated 8.
- each bridge section Mounted pilasters 11, the inside 12 a guide and in the area of a Paragraph 12a of FIG. 4, an additional deflection for each to the next Form section guided guying.
- the pilaster strips for lower guying were designated 13 in FIG. 6.
- the two are initially the same Bridge sections 2, 2a erected in an appropriate formwork, the Embodiment at the ends of the bridge sections 2, 2a, the pilaster strips 11 attached and connected via spanned guy lines 14. at The pilaster strips can also be varied within the length of the bridge sections be provided.
- the Sections 3, 3a lined up and with each other through the fixing and / or Guide area 9 guided guy lines 15 connected to the pilaster strips 11 of sections 2, 2a are diverted to their pilaster strips.
- the top Guyings 16 of sections 4, 4a are on the pilaster strips 11 of sections 3, 3a redirected and so on, so that finally in the area of the support from FIG.
- FIG. 5 and 7 show that for the same section there are also two superimposed Guyings, e.g. B. 15 can be performed, which then in one another arranged brackets of the pilaster strips 11 on the corresponding section recording Find. Also several guyings arranged one above the other for the same Section are possible with both lens types.
- lower bracing 18, 19, 20 are attached, which here from the Starting from the middle of the field, connect the opposite bridge sections, the Guyings 18, analogous to guyings 14 in FIG. 3, guyings 19 seen from the center of the field analogous to the guy lines 15 above the support and finally, the guy lines 20 are ranked analogously to the guy lines 16, 17 are so that the guy image in the section of FIG 3 is similar. Can between the support and the center of the field also some sections of both upper stays 17 and lower Guy 19 or 20 can be reached.
- the pilaster strips 11, 13 are preferably prefabricated in the factory and can therefore, since they have their full strength, those that occur immediately after installation Anchoring forces are transmitted.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Description
- Fig. 1-3
- in schematischer Darstellungsweise jeweils in Draufsicht die Anordnung oberer Abspannungen über einer Stütze bei Baubeginn, nach einer Teilfertigstellung und schließlich nach Gesamtfertigstellung, wobei die Abspannungen nur als Linien angedeutet, die Lisenen nur in ihren Umrissen gezeichnet und die einzelnen Brückenabschnitte bei abgenommener Fahrbahnplatte angedeutet wurden,
- Fig. 4, 5
- in den Fig. 1 bis 3 entsprechender Darstellungsweise Seitenansichten zu Fig. 2, wobei nach Fig. 4 eine Umlenkung der Abspannungen zur Seitenwand und nach unten erfolgt und nach Fig. 5 die Abspannungen aus je zwei übereinander angeordneten Elementen bestehen, die an der jeweils vorletzten Lisene nur nach außen abgelenkt werden,
- Fig. 6
- einen Querschnitt durch die fertiggestellte Brücke im Bereich der Feldmitte zwischen zwei Stützen und
- Fig. 7
- einen entsprechenden Querschnitt der fertiggestellten Brücke über einer Stütze.
Claims (12)
- Betonbrückea) mit einem als Kastenträger ausgebildeten Tragkörper (6, 7, 8), welcher mittels im Inneren des Kastenträgers vorgesehenen freiliegenden Abspannungen (14-20) vorgespannt ist,b) wobei zumindest jeweils ein Ende der Abspannungen (14-20) an innerhalb des Tragkörpers (6, 7, 8) mit diesem fest verbundenen Lisenen (11) befestigt ist,c) dass in einem oder mehreren Bereichen der Brücke mehrere Abspannungen (14-17) in einem Fixier- und/oder Führungsbereich (9) innerhalb des betreffenden Bereichs der Brücke im Wesentlichen nebeneinander angeordnet sind,d) wobei die mehreren Abspannungen (14-17) 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 aufweisen als die jeweils in Richtung der betreffenden Seitenwand (8) benachbarte Abspannung, unde) dass die Lisenen (11) zur Befestigung der Enden der Abspannungen (14-17) mit der betreffenden Seitenwand (8) verbunden oder zumindest nahe der betreffenden Seitenwand angeordnet sind.
- Brücke nach Anspruch 1, dadurch gekennzeichnet, dass zumindest für einen Teil der Abspannungen (14-17) der Abstand zweier benachbarter Abspannungen (14-17) im Fixier- und/oder Führungsbereich quer zum Tragkörper (6, 7, 8) und der Abstand der Lisenen (11) zur Befestigung der betreffenden Enden dieser Abspannungen so gewählt ist, dass zumindest die die größere Länge aufweisende Abspannung geradlining zwischen der betreffenden Lisene und dem Fixier- und/oder Führungsbereich verläuft.
- Brücke nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass zumindest für einen Teil der Abspannungen (14-17) der Abstand zweier benachbarter Abspannungen (14-17) im Fixier- und/oder Führungsbereich quer zum Tragkörper (6, 7, 8) und der Abstand der Lisenen (11) zur Befestigung der betreffenden Enden dieser Abspannungen so gewählt ist, dass zumindest die die größere Länge aufweisende Abspannung geradlining zwischen der Lisene (11) zur Befestigung der benachbarten kürzeren Abspannung und dem Fixier- und/oder Führungsbereich verläuft und im Bereich im Wesentlichen zwischen den Lisenen (11) zur Befestigung der längeren und kürzeren Abspannung in Richtung auf die betreffende Seitenwand umgelenkt wird.
- Brücke nach Anspruch 3, dadurch gekennzeichnet, dass die Lisene (11) zur Befestigung der kürzeren Abspannung (14-17) gleichzeitig zur Umlenkung der benachbarten längeren Abspannung dient.
- Brücke nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Lisenen (11) blockartig ausgebildet sind und an ihrer in den Kastenträger (6, 7, 8) weisenden Innenseite oberhalb der Aufnahme für die zugeordnete Abspannung (14 - 17) deckennahe eine die benachbarte längere Abspannung nach außen und vorzugsweise auch nach unten umlenkende Führung (12) aufweisen.
- Brücke nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Tragkörper aus mehreren Abschnitten besteht.
- Brücke nach Anspruch 6, dadurch gekennzeichnet, dass die Abschnitte im freien Vorbau hergestellt sind.
- Brücke nach einem der Ansprüche 6 oder 7, dadurch gekennzeichnet, dass über einer Stütze ein Mittelabschnitt (1) und beidseitig jeweils gegengleiche weitere Abschnitte (2, 2a; 3, 3a etc.) vorgesehen sind.
- Brücke nach Anspruch 8, dadurch gekennzeichnet, dass der Fixierund/oder Führungsbereich (9) im Mittelabschnitt nahe der Unterseite der Decke (6) des Kastenträgers vorgesehen ist.
- Brücke nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Abspannungen (14-17) im Fixier- und/oder Führungsbereich (9) nur geführt und umgelenkt werden und die Enden beidseitig des Fixier- und/oder Führungsbereichs in Lisenen (11) befestigt sind oder dass jeweils ein Ende der Abspannungen im Fixier- und/oder Führungsbereich oder in einem früher hergestellten Abschnitt der Brücke, auch mit beliebigem Verlauf der Abspannungen, befestigt ist.
- Betonbrücke nach einem der Ansprüche 6 bis 10, dadurch gekennzeichnet, dass untere, über die Feldmitte zwischen zwei Stützen führende Abspannungen (18 - 20) nahe und oberhalb der Bodenplatte (7) des Kastenträgers (6, 7, 8) zumindest zum größten Teil nebeneinander zu den sie aufnehmenden Lisenen (13) geführt sind.
- Brücke nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die blockartig ausgebildeten Lisenen (11, 13) als vorfabrizierte Fertigteile ausgebildet sind.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19856434 | 1998-12-08 | ||
DE19856434A DE19856434C1 (de) | 1998-12-08 | 1998-12-08 | Betonbrücke mit externer Vorspannung |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1008691A2 EP1008691A2 (de) | 2000-06-14 |
EP1008691A3 EP1008691A3 (de) | 2001-05-02 |
EP1008691B1 true EP1008691B1 (de) | 2003-07-30 |
Family
ID=7890275
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99124496A Expired - Lifetime EP1008691B1 (de) | 1998-12-08 | 1999-12-08 | Betonbrücke mit externer Vorspannung |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1008691B1 (de) |
AT (2) | AT3517U1 (de) |
CH (1) | CH690277A5 (de) |
DE (2) | DE19856434C1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114150565A (zh) * | 2021-12-20 | 2022-03-08 | 中铁二院工程集团有限责任公司 | 一种体外预应力混凝土箱梁转向构造简化设计方法 |
Family Cites Families (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/de not_active Expired - Lifetime
- 1998-12-31 CH CH02587/98A patent/CH690277A5/de not_active IP Right Cessation
-
1999
- 1999-01-08 AT AT0001199U patent/AT3517U1/de unknown
- 1999-12-08 AT AT99124496T patent/ATE246288T1/de active
- 1999-12-08 DE DE59906430T patent/DE59906430D1/de not_active Expired - Lifetime
- 1999-12-08 EP EP99124496A patent/EP1008691B1/de not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
AT3517U1 (de) | 2000-04-25 |
EP1008691A3 (de) | 2001-05-02 |
EP1008691A2 (de) | 2000-06-14 |
CH690277A5 (de) | 2000-06-30 |
DE19856434C1 (de) | 2000-03-23 |
DE59906430D1 (de) | 2003-09-04 |
ATE246288T1 (de) | 2003-08-15 |
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