EP0145667B1 - Ueberbrückungs-Vorrichtung für Dehnfugen in Fahrbahnen von Brücken oder dergleichen - Google Patents

Ueberbrückungs-Vorrichtung für Dehnfugen in Fahrbahnen von Brücken oder dergleichen Download PDF

Info

Publication number
EP0145667B1
EP0145667B1 EP84810598A EP84810598A EP0145667B1 EP 0145667 B1 EP0145667 B1 EP 0145667B1 EP 84810598 A EP84810598 A EP 84810598A EP 84810598 A EP84810598 A EP 84810598A EP 0145667 B1 EP0145667 B1 EP 0145667B1
Authority
EP
European Patent Office
Prior art keywords
bridging device
joint
guide rod
bearing
strut
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
EP84810598A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0145667A2 (de
EP0145667A3 (en
Inventor
Heinz Honegger
Josef Ganz
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.)
HONEL HOLDING AG
Original Assignee
HONEL HOLDING 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 HONEL HOLDING AG filed Critical HONEL HOLDING AG
Publication of EP0145667A2 publication Critical patent/EP0145667A2/de
Publication of EP0145667A3 publication Critical patent/EP0145667A3/de
Application granted granted Critical
Publication of EP0145667B1 publication Critical patent/EP0145667B1/de
Expired legal-status Critical Current

Links

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 present invention relates to a bridging device for expansion joints in carriageways of bridges or the like with elastic sealing strips which run transversely to the longitudinal direction of the carriageway and are each fitted between supports which run parallel to one another, the upper side of which is flush with the carriageway surface, and each with a Crossbars are connected, the latter being grouped together and mounted longitudinally displaceably in niches located below the carriageway on both sides of the joint gap, the longitudinal displacement of the crossbars being effected by means of a handlebar, the ends of which are held on opposite sides of the joint gap.
  • Such a bridging device for expansion joints with a so-called forced control of the trusses is known from CH-PS 494 316.
  • the handlebar is arranged under the trusses.
  • Each traverse is provided with a downwardly projecting pin which engages in a longitudinal groove in the handlebar with the interposition of a sliding block.
  • the handlebars located deep below the surface of the road must move the crossbeams with the girder resting on them up to the road surface.
  • the invention has for its object to provide a positive control for a bridging device of the type mentioned, in which the power transmission from the crossbars to the handlebars via as few bearing parts and with the smallest possible lever arm.
  • the joint gap F which is variable in the width direction due to the dilatation movement of the components B1, B2, usually runs perpendicular to the longitudinal direction of the carriageway.
  • the bridging device of the carriageway is shown in a position which corresponds exactly to a central position between the maximum and minimum joint width.
  • Groups of trusses 1 are arranged at certain intervals along the entire length of the joint.
  • the number of crossbars 1 per group corresponds exactly to the number of beams 2 running perpendicular to the crossbars 1 and in the longitudinal direction of the joint.
  • the beams extend over the entire length of the joint gap, crossing over several groups of crossbars.
  • Each carrier 2 is firmly connected, preferably welded, to a cross member 1 of the group assigned to it.
  • the traverses 1 crossing the joint gap F project into niches N provided on both sides of the joint.
  • the two ends of the link 4 are held by means of struts 3 on opposite sides of the joint gap.
  • the drawing shows an average width expansion of the joint gap, in which the link runs exactly in the longitudinal direction of the joint. If the joint becomes narrower due to expansion of the components or wider due to contraction of the components, the handlebar swivels and ensures that all the gaps between the beams, which are bridged by elastic sealing strips, all widen or narrow equally.
  • the handlebar 4 passes through all the traverses 1 of a group. In the crossbeams 1, the handlebar 4 is guided in specially designed bearings 10, 40.
  • the cross members 1 are slidably mounted on a support strip 6 provided in the niche N.
  • These support strips 6 are preferably made of tetrafluoroethylene, which can be provided with lubricant pockets.
  • the beams 2 are each firmly connected to only one cross member 1 of the group and cross the other cross members of this group with play as can be seen in FIG. 2.
  • the bearings 10, 40 are designed such that they allow the handlebar to slide in the axial direction as well as to pivot. By installing the bearings 10, 40 in the crossmember, the best possible power transmission between the handlebar and the crossmembers is achieved.
  • Figures 2 and 3 show a crossbar 1 in the form of a double T-beam, in the web of which a bearing housing 10 is installed at about half the height, which is machined internally cylindrical concave.
  • the actual bearing 40 is used in this housing, which is provided with a cylindrical outer shape with a through opening which is arranged perpendicular to the cylinder axis and corresponds to the handlebar cross section.
  • the bearing is preferably made of a plastic with good sliding properties, e.g. made of tetrafluoroethylene. It can be in one piece or composed of parts.
  • the bearing housing 10 can also be lined with plastic parts on the inside.
  • the essentially rectangular bearing housing 10 is welded into the crosspiece web.
  • FIG. 4 shows the strut 3 on a larger scale.
  • the middle part 32 consists of a solid rod, a hollow profile or profile strips, at the end of which a U-shaped bearing eyelet 33 is welded, which creates the connection to one end of the link 4 by means of the hinge pin 31.
  • the longitudinal axis of the handlebar runs obliquely to the longitudinal axis of the joint. So that this is possible, the strut is pivotally held on a tab 34 which is attached to the niche box N.
  • Two rubber-elastic disks 35 are provided which allow the strut to pivot by a few degrees.
  • one strut could also be arranged rigidly.
  • the other strut can then be held elastically, or can also be rigid and provided with a bearing similar to that of the crossbeams, in that the handlebar is pivotably and longitudinally displaceable.
  • FIGS. 12-15 Figure 12 shows two pivotably arranged struts 3, at the ends of the handlebar 4 is articulated.
  • Figure 13 shows an articulated and a rigidly attached to the joint edge strut 3 '. In this case, the deflection of the strut 3 is correspondingly greater.
  • FIG. 14 shows a further variant with two struts 3 'and 3 "rigidly attached to the joint edges.
  • the link 4 is pivotable on the strut 3' and pivotable and axially displaceable on the strut 3".
  • FIG. 15 shows two rigid struts 3 ′′ in which the link 4 is articulated and axially displaceable at both ends.
  • FIGS. 5-8 show variants of a crossbar bearing If the crossbeams are higher, the bearing does not have to be welded in for the handlebars, but can be screwed onto the web.
  • FIG. 5 shows such a bearing 50 from the front, FIG. 6 from the side and in FIG. VII in Figure 5, with the crossbeam 1 appearing in section 1.
  • the plastic bearing 51 is configured similarly to the bearing 40 in Figure 3.
  • This form of plastic bearing is easy to assemble or replace if wear and tear occurs.
  • the procedure is to first pull the handlebar 4 out of the bearing.
  • the bearing shell 40 or 51 can be rotated by 90 ° and removed from the bearing housing 10 or 50, as shown in FIG. 8.
  • the cross-sectional profile of the bearing shell is preferably U-shaped, so that it can accommodate both the lateral guidance and the contact pressure of the handlebar 4.
  • Figures 9-11 show a traverse 1 in more detail. It comprises a U-shaped bearing shell 10 made of forgeable cast iron, which is turned out cylindrically, welded between two sections 11 of an I-profile and is covered at the top by a welded flat iron 12.
  • a polished sheet of stainless steel 13 is attached to the bottom of the crossbar. For this purpose, it is bent in a U-shape and fastened to the sides of the flange by means of welding points 14.
  • the plastic bearing 51 could be spherical instead of cylindrical and the housing 50 could have a corresponding hollow spherical shape.
  • the slide bearings in the niches and the struts would then also have to be designed so that they can follow the movements of the trusses.
  • Figures 16 and 17 show a truss bearing, which is constructed similarly to the bearing of Figure 3.
  • the bearing housing here consists of a rectangular frame 15 welded into the cross member 1, which is precisely machined after welding. First, a base 53 (FIG. 17) is inserted into the frame 15 and then the hollow-cylindrical bearing pieces 54 are inserted into the frame.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steering Devices For Bicycles And Motorcycles (AREA)
  • Bridges Or Land Bridges (AREA)
  • Seal Device For Vehicle (AREA)
  • Joints Allowing Movement (AREA)
  • Road Paving Structures (AREA)
EP84810598A 1983-12-09 1984-12-06 Ueberbrückungs-Vorrichtung für Dehnfugen in Fahrbahnen von Brücken oder dergleichen Expired EP0145667B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0429283A AT393850B (de) 1983-12-09 1983-12-09 Ueberbrueckungs-vorrichtung fuer dehnungsfugen in fahrbahnen von bruecken od. dgl.
AT4292/83 1983-12-09

Publications (3)

Publication Number Publication Date
EP0145667A2 EP0145667A2 (de) 1985-06-19
EP0145667A3 EP0145667A3 (en) 1986-07-30
EP0145667B1 true EP0145667B1 (de) 1988-03-09

Family

ID=3562118

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84810598A Expired EP0145667B1 (de) 1983-12-09 1984-12-06 Ueberbrückungs-Vorrichtung für Dehnfugen in Fahrbahnen von Brücken oder dergleichen

Country Status (10)

Country Link
US (1) US4566143A (no)
EP (1) EP0145667B1 (no)
JP (1) JPS60141903A (no)
AT (1) AT393850B (no)
AU (1) AU566777B2 (no)
CA (1) CA1218890A (no)
DE (1) DE3469771D1 (no)
NO (1) NO159672C (no)
NZ (1) NZ210375A (no)
TR (1) TR22639A (no)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0400198A1 (de) * 1989-06-02 1990-12-05 Friedrich Maurer Söhne GmbH & Co. KG Vorrichtung zur federnden Einspannung von Traversen einer Fahrbahnüberbrückungskonstruktion
DE59102265D1 (de) * 1991-04-29 1994-08-25 Maurer Friedrich Soehne Überbrückungsvorrichtung für Dehnungsfugen in Brücken oder dergleichen.
US6609265B1 (en) * 2002-10-03 2003-08-26 Thomas C. Jee Seismic proof articulating bridge deck expansion joint

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1231282B (de) * 1961-07-06 1966-12-29 Rheinstahl Union Brueckenbau Vorrichtung zum UEberbruecken von Dehnungsfugen in Fahrbahnen und Gehwegen, insbesondere von Strassenbruecken
AT234140B (de) * 1961-07-06 1964-06-10 Rheinstahl Union Brueckenbau Verfahren zum Vorspannen und Einbauen stabrostartiger Fugendichtungen für Dehnungsfugen in Straßen und Gehwegen, insbesondere für Fahrbahnübergänge an Straßenbrücken, sowie Fugendichtung zur Durchführung des Verfahrens
DE1162863B (de) * 1961-07-19 1964-02-13 Esslingen Maschf Abdeckvorrichtung fuer Dehnungsfugen in Bruecken u. dgl.
DE1658627A1 (de) * 1967-11-18 1970-10-29 Sollinger Huette Vorrichtung zum Abdecken und UEberbruecken von Dehnungsfugen bei Bruecken und aehnlichen Bauwerken
CH494316A (de) * 1969-01-08 1970-07-31 Mecana S A Schmerikon Fugenabdeckung in einer Fahrbahn
BE759891A (fr) * 1970-03-26 1971-05-17 Maurer Friedrich Soehne Dispositif de pontage pour joints de dilatation dans des ponts ou analogues
AT326720B (de) * 1973-05-07 1975-12-29 Honel Holdings Ag Abgedichtete dehnungsfuge in einer fahrbahn
DE2746490C3 (de) * 1977-10-15 1982-05-19 Friedrich Maurer Söhne GmbH & Co KG, 8000 München Überbrückungsvorrichtung für Dehnungsfugen in Brücken o.dgl.
AU6787581A (en) * 1981-03-26 1982-10-19 Honel Holding Ltd. S.A. A.G. Sealing coating device for expansion joint

Also Published As

Publication number Publication date
EP0145667A2 (de) 1985-06-19
AU3641584A (en) 1985-06-13
JPS60141903A (ja) 1985-07-27
AT393850B (de) 1991-12-27
NO159672B (no) 1988-10-17
AU566777B2 (en) 1987-10-29
ATA429283A (de) 1991-06-15
NO159672C (no) 1989-01-25
NO844690L (no) 1985-06-10
NZ210375A (en) 1987-07-31
CA1218890A (en) 1987-03-10
DE3469771D1 (en) 1988-04-14
TR22639A (tr) 1988-01-29
US4566143A (en) 1986-01-28
EP0145667A3 (en) 1986-07-30

Similar Documents

Publication Publication Date Title
WO1984003052A1 (en) Public entertaining installation like a big dipper
EP0151160B1 (de) Gelenkige stossverbindung für aufhängbare schienen von einschienenhängebahnen
DE3305062C2 (no)
DE2735797A1 (de) Eisenbahn-gleisrost
EP0145667B1 (de) Ueberbrückungs-Vorrichtung für Dehnfugen in Fahrbahnen von Brücken oder dergleichen
DE3628627A1 (de) Uebergangsbruecke fuer eine uebergangseinrichtung
DE4220527C2 (de) Transporteinrichtung für untertägige Strecken
DE2727655C3 (de) Fahrbare Grubenausbaueinheit
DE2922862A1 (de) Herzstueck fuer weichen
DE3103538C2 (de) Schienenfahrzeug für schwere Lasten, insbesondere für metallurgische Gefäße
DE4425037C1 (de) Fahrbahnübergang
EP0215980A1 (de) Lamellenübergang für Dehnfugen an Brücken o. dgl.
EP0728648B1 (de) Gliederzug
EP0643169A1 (de) Einrichtung zum Verbinden von auf einem Tragwerk festgelegten Schienen
DE2555193C2 (de) Schienenstoßverbindung für Gleisjoche von Schmalspur-Förderbahnen, insbesondere Grubenbahnen
DE3708233A1 (de) Herzstueck fuer weichen oder kreuzungen
DE2615836C2 (de) Auflagerkonstruktion für Brückenträger
EP0633358A1 (de) Vorrichtung zum Überbrücken einer Dehnungsfuge in einer Fahrbahn, insbesondere von Brücken
DE2753059A1 (de) Stuetzpfeiler, der mittels eines eigenen antriebsmechanismus verfahrbar ist
DE3003597C2 (de) Rollverschluß für die Überbrückung von Dehnungsfugen zwischen einem Brückenbauteil und einem Anschlußbauwerk o.dgl.
DE4209316A1 (de) Verlegbare Brücke
DE19511035A1 (de) Gelenkige Schienenverbindung
DE3017048A1 (de) Fugenueberbrueckungsvorrichtung fuer dehnfugen in bruecken o.dgl.
EP3069951A1 (de) Drehgestell für schienenfahrzeug
DE3613073C2 (de) Radlenker für Kreuzungen und Weichen bei Eisenbahn-Gleisanlagen

Legal Events

Date Code Title Description
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

AK Designated contracting states

Designated state(s): BE CH DE FR GB IT LI NL SE

RTI1 Title (correction)
17P Request for examination filed

Effective date: 19850924

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): BE CH DE FR GB IT LI NL SE

17Q First examination report despatched

Effective date: 19870604

ITF It: translation for a ep patent filed
GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): BE CH DE FR GB IT LI NL SE

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)
REF Corresponds to:

Ref document number: 3469771

Country of ref document: DE

Date of ref document: 19880414

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
ITTA It: last paid annual fee
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19921214

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19921223

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 19921230

Year of fee payment: 9

Ref country code: DE

Payment date: 19921230

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19921231

Year of fee payment: 9

Ref country code: BE

Payment date: 19921231

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19930115

Year of fee payment: 9

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Effective date: 19931206

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19931207

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Effective date: 19931231

Ref country code: CH

Effective date: 19931231

Ref country code: BE

Effective date: 19931231

BERE Be: lapsed

Owner name: HONEL HOLDING A.G.

Effective date: 19931231

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Effective date: 19940701

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 19931206

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Effective date: 19940831

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19940901

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

EUG Se: european patent has lapsed

Ref document number: 84810598.7

Effective date: 19940710