EP0099456B1 - Vorrichtung zum Überbrücken von Dehnungsfugen in Verkehrswegen, insbesondere Brücken - Google Patents

Vorrichtung zum Überbrücken von Dehnungsfugen in Verkehrswegen, insbesondere Brücken Download PDF

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Publication number
EP0099456B1
EP0099456B1 EP83104997A EP83104997A EP0099456B1 EP 0099456 B1 EP0099456 B1 EP 0099456B1 EP 83104997 A EP83104997 A EP 83104997A EP 83104997 A EP83104997 A EP 83104997A EP 0099456 B1 EP0099456 B1 EP 0099456B1
Authority
EP
European Patent Office
Prior art keywords
control
traverses
lamella
cable
roadway
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
Application number
EP83104997A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0099456A3 (en
EP0099456A2 (de
Inventor
Reinhold Huber
Waldemar Dipl.-Ing. Köster
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.)
Kober AG Glarus
Koerber AG
Original Assignee
Kober AG Glarus
Koerber AG
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 Kober AG Glarus, Koerber AG filed Critical Kober AG Glarus
Priority to AT83104997T priority Critical patent/ATE22331T1/de
Publication of EP0099456A2 publication Critical patent/EP0099456A2/de
Publication of EP0099456A3 publication Critical patent/EP0099456A3/de
Application granted granted Critical
Publication of EP0099456B1 publication Critical patent/EP0099456B1/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
    • 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 adaptation to the respective width of the expansion joints and also in response to the braking and starting forces of vehicles traveling over them.
  • 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 slats are connected to rope strands that run parallel to the crossbeams and are formed by control ropes running around them, the two rope strands of each control rope each being connected to a slat or a traffic route edge and theirs straight extension corresponds at least to the distance between the two connection points at the maximum opening of the joint.
  • 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 is carried out either via load-bearing crossbeams and / or via additional, non-loadbearing crossbeams that serve to control the system, so-called control 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.
  • the slats adjacent to the respective traffic route edge are connected with crossbars, the control cables of which are attached to the edge of the joint with a rope strand and the other to the adjacent slat.
  • the middle lamellae are fastened to trusses, the cable strands of which are each connected to an adjacent lamellae.
  • the adjacent lamellae other lamellae that are equally far apart from the fastening point of the controlling crossmember are also possible.
  • control cross-members 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 here that the two slats adjacent to a certain slat are each coupled to a cable strand of the control crossbar which is firmly connected to the certain slat.
  • the continuous control chain composed of such control crossbeams can simultaneously serve to absorb vertical loads, namely if the ones that are not permanently connected to a control crossbeam, e.g. are controlled by this controlled, slats on the control crossmember or supported by elastic, shear-deformable bearing bodies (cf. German Patent 3019594).
  • the rope control proposed according to the invention is sufficiently elastic due to the rope stretching, so that disturbing impact loads are avoided; however, it is also sufficiently precise within the limits of the permitted expansions, so that control movements can be achieved even with relatively small deflection forces, according to which the lamella, which is firmly connected to a controlling cross-member, is located 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.
  • the ends of a load-bearing cross member 6 bridging the expansion joint 5 are each slidably mounted between the upper bearing parts 7 and lower bearing parts 8.
  • 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, e.g. 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 cable 11 comprises two cable strands, namely an upper cable strand 12 and a lower cable strand 13.
  • the upper cable strand 12 is via a fastening point in the manner of a clamp 14 with the left joint edge 1, the lower cable strand 13 is connected 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 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 slat 3 to be maintained 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; however, 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 shown which are used solely for control purposes, ie do not transfer vertical loads, can form a closed control chain connecting the two traffic route edges; otherwise this control chain would have to be continued with further control crossbars. The load-bearing trusses are fond of the cutout. 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 . Gladly. 3, 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 traverses.
  • the elastomeric clamping part 20 advantageously supports the elasticity of the control.
  • rope pulleys rotating about vertical axes can also be provided.
  • Fig. 4 shows such a clamping part 20 with a recessed slideway 24, in which a band-shaped control cable 25, which consists of three adjacent individual ropes and a support 28 made of sliding material, e.g. PTFE, is assembled, is slidably guided.
  • a band-shaped control cable 25 which consists of three adjacent individual ropes and a support 28 made of sliding material, e.g. PTFE, is assembled, is slidably guided.
  • Such control cables 25 also surround the control traverses 18 shown in FIG. 2, in such a way that the opposite cable strands of these control cables lie in horizontal planes.
  • the two rope strands are freely stretched between two opposite deflecting pieces 26 and each connected to a lamella 16, 17 via a clamp 27.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
EP83104997A 1982-07-19 1983-05-20 Vorrichtung zum Überbrücken von Dehnungsfugen in Verkehrswegen, insbesondere Brücken Expired EP0099456B1 (de)

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 EP0099456A2 (de) 1984-02-01
EP0099456A3 EP0099456A3 (en) 1984-12-05
EP0099456B1 true EP0099456B1 (de) 1986-09-17

Family

ID=6168777

Family Applications (1)

Application Number Title Priority Date Filing Date
EP83104997A Expired EP0099456B1 (de) 1982-07-19 1983-05-20 Vorrichtung zum Überbrücken von Dehnungsfugen in Verkehrswegen, insbesondere Brücken

Country Status (8)

Country Link
US (1) US4486118A (enrdf_load_stackoverflow)
EP (1) EP0099456B1 (enrdf_load_stackoverflow)
JP (1) JPS5924015A (enrdf_load_stackoverflow)
AT (1) ATE22331T1 (enrdf_load_stackoverflow)
AU (1) AU1638383A (enrdf_load_stackoverflow)
CA (1) CA1221863A (enrdf_load_stackoverflow)
DE (1) DE3366227D1 (enrdf_load_stackoverflow)
ZA (1) ZA834744B (enrdf_load_stackoverflow)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0163759B1 (de) * 1984-06-08 1988-09-28 Friedrich Maurer Söhne GmbH & Co. KG Überbrückungsvorrichtung für Dehnungsfugen in Brücken oder dergleichen
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
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

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3482492A (en) * 1967-04-05 1969-12-09 Acme Highway Prod Joint seal
AT281101B (de) * 1967-04-29 1970-05-11 Maurer Friedrich Soehne Überbrückung für Dehnungsfugen in Brücken u.dgl.
US3604322A (en) * 1968-08-23 1971-09-14 Maurer Friedrich Soehne Bridging of expansion joints in roadways of bridges, streets, runways and the like
CH562924A5 (enrdf_load_stackoverflow) * 1973-02-05 1975-06-13 Proceq Sa
AT326720B (de) * 1973-05-07 1975-12-29 Honel Holdings Ag Abgedichtete dehnungsfuge in einer fahrbahn
US4339214A (en) * 1980-05-02 1982-07-13 Acme Highway Products Corporation Composite expansion joint
EP0039454A3 (de) * 1980-05-03 1981-12-09 Kober AG Fugenüberbrückungsvorrichtung für Dehnfugen in Brücken oder dergleichen

Also Published As

Publication number Publication date
US4486118A (en) 1984-12-04
JPS5924015A (ja) 1984-02-07
ZA834744B (en) 1984-03-28
DE3366227D1 (en) 1986-10-23
CA1221863A (en) 1987-05-19
AU1638383A (en) 1984-01-26
EP0099456A3 (en) 1984-12-05
JPS6411761B2 (enrdf_load_stackoverflow) 1989-02-27
ATE22331T1 (de) 1986-10-15
EP0099456A2 (de) 1984-02-01

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