EP0099456A2 - Dispositif pontant pour joints de dilatation dans des chaussées, en particulier dans des tabliers de pont - Google Patents
Dispositif pontant pour joints de dilatation dans des chaussées, en particulier dans des tabliers de pont Download PDFInfo
- Publication number
- EP0099456A2 EP0099456A2 EP83104997A EP83104997A EP0099456A2 EP 0099456 A2 EP0099456 A2 EP 0099456A2 EP 83104997 A EP83104997 A EP 83104997A EP 83104997 A EP83104997 A EP 83104997A EP 0099456 A2 EP0099456 A2 EP 0099456A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- control
- traffic route
- control cables
- slats
- lamella
- 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
- 241000446313 Lamella Species 0.000 claims description 18
- 239000013536 elastomeric material Substances 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920001084 poly(chloroprene) Polymers 0.000 description 1
- 239000004810 polytetrafluoroethylene Substances 0.000 description 1
- 229920001343 polytetrafluoroethylene Polymers 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
- E01D19/062—Joints having intermediate beams
Definitions
- the invention relates to a device for bridging expansion joints in traffic routes, in particular bridges, with one or more lamellae running parallel to the traffic route direction and parallel to one another, which adjoin the ceiling of the traffic route upwards and downward on traffic route edges which run transverse to the expansion joint, into the adjacent traffic route edges or indirectly supporting crossbeams, and a device for controlling the lamella spacing is provided.
- German patents 16 58 611 and 30 19 594 there is a need to control the spacing between the lamellas in accordance with the respective width of the expansion joints and also in response to braking and starting forces of vehicles traveling over them.
- control devices which, by using different means such as articulated levers, scissors linkages, toothed racks, elastic control parts or the like, effect the control of the slats in such a way that these subdivide the joint gap evenly.
- the known lever controls (e.g. German Offenlegungsschrift 24 21 964) have no shock-absorbing effect; their joints flap over time.
- the known elastic control devices e.g. German patents 16 58 611 and 30 19 594 are less precise than the lever controls mentioned, the inaccuracy increasing with decreasing deflection forces, but also with increasing age of the rubber-elastic control parts.
- the present invention has for its object to provide a control device on a device of the type mentioned, which works with high accuracy, responds immediately to any deflection caused by traffic loads and avoids a sudden power transmission.
- the sequence control proposed according to the invention enables the control of a single, isolated or each lamella of such a bridging device.
- the control takes place either via load-bearing crossbeams and / or via additional, non-loadbearing crossbeams that serve to control the system, so-called steer crossbeams.
- Trusses including control crossbars are only permanently connected to one slat; the rope strands provided on the traverses are each connected to a slat or a traffic route edge.
- the crossbeams on which this slat is supported bridge the expansion joint and the cable strands are each connected to a traffic route edge.
- slats they are adjacent lamellae connected to the respective traffic route edge with trusses, the control cables of which are attached to the edge of the joint with a rope strand, with the other to the adjacent lamella.
- the middle lamellae are fastened to trusses, the cable strands of which are each connected to an adjacent lamellae.
- other lamellae that are equally far apart from the fastening point of the controlling crossmember are also possible.
- control crossbeams which only bridge part of the expansion joint, ie do not run from one edge of the traffic route to the other.
- control crossbars each of which is firmly connected to a lamella, bridge the entire expansion joint in a staggered arrangement, all control crossbars being provided with a control cable. It is expedient that the two slats adjacent to a certain slat are each coupled to a cable strand of the control crossbar firmly connected to the certain slat are.
- the continuous control chain composed of such control crossbars can simultaneously serve to absorb vertical loads, namely if the slats not firmly connected to a control crossbar, for example slats controlled by it, are slidably supported on the control crossbar or are supported by elastic, thrust-deformable bearing bodies (cf. German patent specification 30 19 594).
- the rope control proposed according to the invention is sufficiently elastic due to the rope stretching, so that disturbing shock loads are avoided; it is also sufficiently precise within the permitted stretches, so that control movements can be achieved even with relatively small deflection forces, according to which those are firmly connected to a steering crossmember Slat is set in the middle between the two slats controlled by this traverse, or a controlled slat and a joint edge.
- a single lamella 3 is arranged between a left-hand traffic route edge 1 and a right-hand traffic route edge 2.
- sections 4 of the traffic route edges are the ends of a load-bearing cross member 6 bridging the expansion joint 5 between the upper bearing parts 7 and lower bearing parts 8 slidably mounted.
- the lamella 3 is supported on the crossmember 6 by being firmly connected to the crossmember 6 via an intermediate piece 9.
- the joint edges are preferably made of concrete, but can also be reinforced by a steel structure in the edge area.
- Lamella 3, cross member 6, intermediate piece 9 are preferably made of steel, the intermediate piece 9 being welded to the lamella 3 on the one hand and to the cross member 6 on the other hand.
- the bearing parts 7, 8 are preferably elastically prestressed plastic blocks in the vertical direction, for example made of neoprene.
- deflection rollers 10 are fastened at both ends, via which a control cable 11 is guided.
- the control cable 11 preferably consists of a closed cable loop in the manner of an endless cable, the cable ends being connected by means of a tensioning or tensioning device (not shown in more detail).
- the control cable can also be interrupted at any attachment point.
- the control rope 11 comprises two rope strands, namely an upper rope strand 12 and a lower rope strand 13.
- the upper rope strand 12 is via a fastening point in the manner of a clamp 14 with the left joint edge 1, the lower rope strand 13 is via a further clamp 15 with the right one Joint edge 2 connected.
- the spaces between the two joint edges 1, 2 and the lamella 3 are with sealed by means of elastic sealing profiles, not shown.
- a corresponding removal or approach of the two clamps 14, 15 necessarily causes the central position of the lamella 3 to be maintained.
- the lamella 3 is supported on a plurality of cross members 6, the number of cross members depending on the width of the Traffic route aimed, but at least two.
- Fig. 2 shows a section of a bridging device for a wide expansion joint, with five lamellae are shown in the view from below.
- the two outer slats 16 can either be interpreted as freely movable slats, as the three middle slats 17; but they can also be understood as edge lamellae permanently connected to the edges of the traffic route. There is no difference for the control principle. If the outer lamellae 16 represent so-called edge lamellae, the three control traverses 18 which are used solely for the control and therefore do not remove vertical loads can form a closed control chain connecting the two traffic route edges; otherwise would be to continue this control chain with further control beams.
- the load-bearing crossbeams are gem. Fig. 2 not shown.
- connection points 19 of the control traverses 18 with the slats 17 assigned to them are each drawn in by a lattice-like structure.
- deflection pieces 26 with semicircular slideways are provided at the ends of the control crossbeams 18 .
- these deflection pieces can be formed from a hard elastomeric clamping parts 20 which are plugged onto the end 21 of the web 22 of a double T-profile 23 which forms the partial cross members.
- the elastomeric clamping part 20 advantageously supports the elasticity of the control.
- rope pulleys rotating about vertical axes can also be provided.
- the sectional view acc. Fig. 4 shows such a clamping part 20 with a recessed slideway 24, in which a band-shaped control cable 25, which is composed of three adjacent individual ropes and a support 28 made of sliding material, for example PTFE, is slidably guided.
- a band-shaped control cable 25 which is composed of three adjacent individual ropes and a support 28 made of sliding material, for example PTFE, is slidably guided.
- Such control cables 25 surround also the control crossbeams 18 shown in FIG. 2, such that the opposite cable strands of these control cables lie in horizontal planes.
- the two rope strands are freely stretched between two opposite deflection pieces 26 and each connected to a lamella 16, 17 via a clamp 27.
- All of the horizontal displacements introduced via a single lamella or over the edges of the traffic routes are transmitted by means of the control cables 25 to all the lamellas or traffic route edges, with the result that the lamellae 16, 17 adjust such that their mutual distances and the distances between the outer lamellae the edges of the traffic routes are the same size.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT83104997T ATE22331T1 (de) | 1982-07-19 | 1983-05-20 | Vorrichtung zum ueberbruecken von dehnungsfugen in verkehrswegen, insbesondere bruecken. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE3226970 | 1982-07-19 | ||
DE3226970 | 1982-07-19 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0099456A2 true EP0099456A2 (fr) | 1984-02-01 |
EP0099456A3 EP0099456A3 (en) | 1984-12-05 |
EP0099456B1 EP0099456B1 (fr) | 1986-09-17 |
Family
ID=6168777
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP83104997A Expired EP0099456B1 (fr) | 1982-07-19 | 1983-05-20 | Dispositif pontant pour joints de dilatation dans des chaussées, en particulier dans des tabliers de pont |
Country Status (8)
Country | Link |
---|---|
US (1) | US4486118A (fr) |
EP (1) | EP0099456B1 (fr) |
JP (1) | JPS5924015A (fr) |
AT (1) | ATE22331T1 (fr) |
AU (1) | AU1638383A (fr) |
CA (1) | CA1221863A (fr) |
DE (1) | DE3366227D1 (fr) |
ZA (1) | ZA834744B (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4105664C1 (en) * | 1991-02-22 | 1992-08-27 | Kober Ag, Glarus, Ch | Expansion joint bridging structure for roadways - has two cables guided round arm, downwards protruding from controlled strip |
RU2681044C1 (ru) * | 2018-03-27 | 2019-03-01 | Акционерное общество "Спецремпроект" | Деформационный шов моста |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0163759B1 (fr) * | 1984-06-08 | 1988-09-28 | Friedrich Maurer Söhne GmbH & Co. KG | Dispositif de pontage pour joints de dilatation dans des ponts ou similaires |
US5167323A (en) * | 1990-08-09 | 1992-12-01 | Tomei Sangyo Co., Ltd. | Lens treating device for treating contact lens |
US5181604A (en) * | 1990-09-14 | 1993-01-26 | Tomei Sangyo Co., Ltd. | Contact lens holder and treating device |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1557598A (fr) * | 1967-04-29 | 1969-02-14 | ||
DE2402745A1 (de) * | 1973-02-05 | 1974-08-15 | Proceq Sa | Ueberbrueckungseinrichtung fuer dehnfugen in fahrbahnen |
US3904304A (en) * | 1973-05-07 | 1975-09-09 | Honel Holdings Ag | Expansion joints for a roadway |
EP0039454A2 (fr) * | 1980-05-03 | 1981-11-11 | Kober AG | Dispositif de pontage pour joints de dilatation dans des ponts ou analogues |
US4339214A (en) * | 1980-05-02 | 1982-07-13 | Acme Highway Products Corporation | Composite expansion joint |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3482492A (en) * | 1967-04-05 | 1969-12-09 | Acme Highway Prod | Joint seal |
US3604322A (en) * | 1968-08-23 | 1971-09-14 | Maurer Friedrich Soehne | Bridging of expansion joints in roadways of bridges, streets, runways and the like |
-
1983
- 1983-05-20 DE DE8383104997T patent/DE3366227D1/de not_active Expired
- 1983-05-20 AT AT83104997T patent/ATE22331T1/de not_active IP Right Cessation
- 1983-05-20 EP EP83104997A patent/EP0099456B1/fr not_active Expired
- 1983-06-29 AU AU16383/83A patent/AU1638383A/en not_active Abandoned
- 1983-06-29 ZA ZA834744A patent/ZA834744B/xx unknown
- 1983-07-04 JP JP58120442A patent/JPS5924015A/ja active Granted
- 1983-07-14 US US06/513,928 patent/US4486118A/en not_active Expired - Fee Related
- 1983-07-18 CA CA000432657A patent/CA1221863A/fr not_active Expired
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1557598A (fr) * | 1967-04-29 | 1969-02-14 | ||
DE2402745A1 (de) * | 1973-02-05 | 1974-08-15 | Proceq Sa | Ueberbrueckungseinrichtung fuer dehnfugen in fahrbahnen |
US3904304A (en) * | 1973-05-07 | 1975-09-09 | Honel Holdings Ag | Expansion joints for a roadway |
US4339214A (en) * | 1980-05-02 | 1982-07-13 | Acme Highway Products Corporation | Composite expansion joint |
EP0039454A2 (fr) * | 1980-05-03 | 1981-11-11 | Kober AG | Dispositif de pontage pour joints de dilatation dans des ponts ou analogues |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4105664C1 (en) * | 1991-02-22 | 1992-08-27 | Kober Ag, Glarus, Ch | Expansion joint bridging structure for roadways - has two cables guided round arm, downwards protruding from controlled strip |
RU2681044C1 (ru) * | 2018-03-27 | 2019-03-01 | Акционерное общество "Спецремпроект" | Деформационный шов моста |
Also Published As
Publication number | Publication date |
---|---|
ATE22331T1 (de) | 1986-10-15 |
CA1221863A (fr) | 1987-05-19 |
EP0099456A3 (en) | 1984-12-05 |
AU1638383A (en) | 1984-01-26 |
EP0099456B1 (fr) | 1986-09-17 |
JPS5924015A (ja) | 1984-02-07 |
ZA834744B (en) | 1984-03-28 |
US4486118A (en) | 1984-12-04 |
JPS6411761B2 (fr) | 1989-02-27 |
DE3366227D1 (en) | 1986-10-23 |
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