EP1327026B1 - Zahnplattenanordnung für eine vorrichtung zum überbrücken von dehnfugen - Google Patents

Zahnplattenanordnung für eine vorrichtung zum überbrücken von dehnfugen Download PDF

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Publication number
EP1327026B1
EP1327026B1 EP00964237A EP00964237A EP1327026B1 EP 1327026 B1 EP1327026 B1 EP 1327026B1 EP 00964237 A EP00964237 A EP 00964237A EP 00964237 A EP00964237 A EP 00964237A EP 1327026 B1 EP1327026 B1 EP 1327026B1
Authority
EP
European Patent Office
Prior art keywords
tooth
tooth rack
plates
rack arrangement
racks
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
Application number
EP00964237A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1327026A1 (de
Inventor
Günter Buckenauer
Bernhard Volk
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.)
Maurer Soehne GmbH and Co KG
Original Assignee
Maurer Soehne GmbH and Co KG
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 Maurer Soehne GmbH and Co KG filed Critical Maurer Soehne GmbH and Co KG
Priority to AT00964237T priority Critical patent/ATE326582T1/de
Publication of EP1327026A1 publication Critical patent/EP1327026A1/de
Application granted granted Critical
Publication of EP1327026B1 publication Critical patent/EP1327026B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • 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 toothed plate assembly for a device for bridging expansion joints on bridges or similar structures with a joint between the bridge and the foundation.
  • the invention further relates to a method for fixing such a toothed plate assembly on the bridging device as well as a bridging device, which comprises the toothed plate assembly according to the invention.
  • Bridge structures are sometimes subject to extreme expansion due to large temperature fluctuations, as they occur in nature.
  • the expansion path that occurs is bridged by expansion joint bridging constructions in order to allow a safe and, on the other hand, a comfortable overrunning of these expansion joints.
  • expansion joint bridging constructions which are most commonly used in road bridges over 60-80 mm in length over the last three decades, the total bridging yield is divided into individual columns of 80 mm or less. These columns must be crossed by the road vehicles. The gap width of 80 mm was considered to be reasonable, both in terms of comfort for the vehicles and noise generated when rolling over.
  • the single joint gaps and the steel subcarrier are covered by screwed steel plates.
  • These steel plates may be formed with comb-shaped or finger-shaped longitudinal sides. They are screwed on a middle lamella and lie on the adjacent middle or edge lamella.
  • the cover plates are releasably connected by screws to the carriers to install the underlying elastic sealing bands or to replace after damage can.
  • This screw are exposed by the vehicles above it vibrations, shocks and vibrations. There is a risk that the screw loosens or loosens.
  • the support of the cover plate on the adjacent supports can lead to rattling or impact noises due to the vibrations, the effects of building movements and tire forces.
  • the overhead panels cover the adjacent joint edge profiles or the slats such that the sealing tape is not accessible from above. Even if the slats would be pushed apart. Consequently, during assembly of the sealing bands or their replacement, the plates must first be unscrewed, the sealing tapes are used and the plates are then screwed again. Because of this screw conventional bridging constructions are not retrofitted with this construction, since the fins would have to be provided with holes for fixing the plates, whereby a cross-sectional weakening and thereby reducing the fatigue of the bending fatigue stressed slats would arise. An alternative attachment of the plates, such as by welding or gluing would mean that the sealing tape is no longer readily accessible. For the removal and installation of a Sealing tape would have the welds or bonds are separated to remove the plates can. Subsequently, a new welding or gluing should take place.
  • the object of the invention is to provide a toothed plate assembly for a lock-up device, a method for attaching such a tooth plate assembly to a lock-up device and a lock-up device that includes such a toothed plate assembly, which allows a secure and firm connection between bridging device and tooth plates, wherein the connection simple and inexpensive to produce and has a higher long-term stability.
  • a toothed plate assembly according to claim 1 a method for fixing such a tooth plate assembly on a lock-up device according to claim 23 and a lock-up device according to claim 27, characterized in that the tooth plate at least one extending from its top to its underside opening for attaching a weld having.
  • the provision of this opening creates an easily accessible area for attaching welds, the attachment of the weld being independent of the edge shape of the respective tooth plate. Because these welds are mounted freely accessible from above, retrofitting already installed bridging devices with tooth plates in a simple way possible, with good control of the welds can be done.
  • the opening is cylindrical.
  • the opening is funnel-shaped with one of the top of the tooth top formed to the tooth base underside enlarging diameter. Since after the welding of the tooth plate with the blade, the opening is usually filled with a potting compound, such as bitumen, a funnel-shaped opening causes a better grip of the potting compound in this opening.
  • the edge of the opening is rounded at the top of the tooth plate, whereby sharp edges are avoided.
  • the tooth plate according to the invention preferably consists of a foot part, which is intended to be fastened on the upper side of the slat, and of a flange part, which adjoins the foot part.
  • the foot part is formed at its edge substantially oval-shaped, so that it has a small distance from the lamellar edges after attachment to the upper side of the lamella.
  • This oval shape is achieved in particular that there is no overhanging of the foot part on the lamellar edges in an oblique arrangement of the tooth plate on the lamella. Since the edge of the foot part in such an oval shape always approaches close to the edges of the upper side of the slat, a large support surface of the tooth plate on the upper side of the slat is provided by the foot part.
  • this has on its underside a seal, which produces a seal between the upper side of the lamella and the underside of the tooth plate after attachment of the tooth plate on the lamella.
  • At least one groove surrounding the opening is provided on the underside of the tooth plate, which groove is provided in particular for receiving sealing compound.
  • a recessed area extending radially outwards adjoins the groove is provided.
  • the groove preferably runs in such a way that it has a small distance to the edges of the lamella after attachment of the tooth plate on the upper side of the lamella. This can be achieved in particular in that the groove is not formed in a circle around the opening, but has an oval shape. This makes it easy to apply corrosion protection material (eg corrosion-resistant paint) between the upper side of the slat and the underside of the toothed plate.
  • corrosion protection material eg corrosion-resistant paint
  • a substantially wedge-shaped recess for receiving a seal preferably a rubber ring is provided instead of a groove on the tooth base underside.
  • a recessed portion extending radially outwards from the edge of the opening on the underside of the tooth plate is provided, to which the bearing areas of the tooth base underside adjoin. This makes it possible to define defined contact areas of the tooth plate on the lamella.
  • the recessed portion is preferably made by forging.
  • the toothed plate assembly is formed in three parts.
  • the edges of the tooth plates can be wavy shaped, but also a zigzag shape of the edges of the tooth plates is possible.
  • the toothed plates which are intended to be arranged on middle lamellae of a bridging device, are formed by individual rhombic bodies, and the teeth of the toothed plates preferably have an angle of approximately 60 °, which makes it possible for the teeth Attaching the tooth plates on the lamella on the one hand, a sufficiently large gap between two plates is made possible to insert a sealing strip, and on the other hand enough teeth per tire width are present to effect an effective noise reduction.
  • single Bodies can also be used via a bridge connected rhombic bodies.
  • individual rectangular bodies are used as toothed plates.
  • these bodies are also connected to one another via webs.
  • the toothed plates are provided with a layer of elastic, abrasion-resistant material, the layer preferably being mounted on its upper sides.
  • the method according to the invention for fastening the toothed-plate arrangement according to the invention on the lamella of a bridging device is carried out as follows: In a first step, the toothed plates are placed on the upper side of the lamella. In the following, the toothed plates are then pressed against the upper side of the slat, so that a full-surface support of the underside of the toothed plate is produced on the upper side of the slat. Finally, the toothed plate is welded to the lamella at the edge of the opening located on the underside of the toothed plate, and in a final step, the opening is filled with a potting compound, such as a potting compound. Bitumen, filled up. By filling the opening with bitumen also the welding edge is sealed from the top of the tooth plate ago, so that the corrosion of the weld is avoided. Furthermore, a smooth surface of the top of the tooth plate is generated, whereby noise is further reduced.
  • sealing compound is introduced into the groove and / or the optionally provided recessed area adjoining the groove before the tooth plates are pressed. This causes the sealing compound is pressed radially outwardly from the groove and / or the recessed area when pressing the tooth plate. This achieves an improved seal between the tooth plate and the upper side of the slat.
  • the teeth of the toothed plates are placed obliquely on the lamella. This is especially done when the approach direction on the expansion joint is not perpendicular to the extension direction of the blade.
  • the angle of the center axis of the tooth plates to the expansion direction of the blade is about 60 °.
  • the bridging device according to the invention is used, in particular, in bridge construction for bridging expansion joints and is characterized in that it comprises the toothed-plate arrangement according to the invention just described.
  • the bridging device is configured in such a way that the projection of the teeth of the toothed plate arrangement in the rest position of the bridging device is provided with a horizontally variable gap between the outer surface of the teeth and the adjacent lamellae or edge supports.
  • this is arranged obliquely to the direction of the road course, wherein the central axis of the teeth of the tooth plate assembly and cross members, which are provided under the likewise obliquely arranged slats, extending in the direction of the road.
  • a wavy or zigzag gap is provided between two adjacent plates, approximately half the width of one below Having gap between two adjacent slats. This results in a particularly good noise reduction.
  • the teeth of the toothed plates on adjacent lamellae are arranged mutually offset in a further exemplary embodiment essentially in the direction of expansion of the lamellae.
  • the toothed plate arrangement is arranged on the lamellae in such a way that the tips of teeth plates arranged on adjacent lamellae and substantially opposite one another overlap one another on the bridging device in the approach direction.
  • FIG. 1 shows a cross section through a device 1 for bridging expansion joints on bridges.
  • a gap 4 is left to accommodate the bridge expansion with temperature fluctuations.
  • a box 5 is arranged in each case, in which the cross member 6 are mounted.
  • the joint 4 is covered with a lying in the plane of the road surfaces 7 multi-part tooth plate assembly 8.
  • the tooth plates 20 of the tooth plate assembly are secured to the top of arranged between the expansion joints slats 21, and between the slats and between the two edge beams 24 of the expansion joint and the respective adjacent slats sealing strips 23 are provided.
  • the toothed plate assembly shown in Fig. 2 shows a wavy embodiment.
  • the wave troughs are above the fins 21 and the wave crest 26 protrudes beyond the lamella upper edges.
  • the bottom of the protruding corners or bulges of the tooth plates 20 are higher than the upper fin surface. This allows the tooth plates do not touch the slats, as indicated by the arrow 17 in Fig. 1, whereby impact or rattling noises, which would arise between the slats 21 and the plates 20, are avoided.
  • the toothed plates 20 also have passage openings arranged at regular intervals, the passage openings always being located above the upper side of a lamella, and the toothed plates being welded to the lower edge of the passage openings on the lamella upper side.
  • the welds are now provided in the inner region of the tooth plates, wherein the corrosion resistance of the welds is further improved by a (not apparent from Fig. 2) seal between the tooth plate underside and top plate side.
  • Both the embodiment of a toothed plate arrangement shown in FIGS. 2 and 3, as well as the embodiments according to FIGS. 4 to 7, include fingertips whose angle at the tip of the imaginary isosceles triangle 26, 36, 46, 56 is about 60 ° to thereby when pulling apart the adjacent plates to increase the edge spacing from plate to plate.
  • the critical angle of 60 ° has proven to be advantageous because at a larger angle, ie in duller triangles, the distance between the individual fingers is too large and thus too few fingers or teeth are arranged side by side. This would counteract the noise reduction, since the noise is less when passing over the bridging construction, the more fingers or teeth are run over by a tire of a vehicle.
  • the angle of the triangle must not be too acute, because then when the plates are pulled apart, the flank spacings of the plates can not be large enough Sealing tape can not be inserted. Consequently, the angle of the triangle of the teeth and thus the shape of the plate and its arrangement with respect to the underlying guide gap is of great importance.
  • the center plate with the blade connected thereto there must be a minimum distance between the plate teeth of two opposing plates.
  • a ratio of 1: 2 has been found. In this case, an optimal noise reduction with simultaneous possible displacement of the blade with the associated center plates is possible.
  • Fig. 4 shows a device for bridging expansion joints on bridges, which is arranged obliquely to the direction of the road, whereby a noise reduction is obtained by the oblique ramping of the vehicles on the center plates and the underlying slats.
  • the plate teeth of the plates 30 in this embodiment are arranged asymmetrically to allow the plate teeth to point in the direction of travel of the vehicles.
  • Fig. 6 and 7 further embodiments of the tooth plate assembly according to the invention are shown, wherein the tooth plates are now formed from individual rhombic bodies 40. These bodies each have a central opening 9 for welding the body to the underlying lamella 41. As can be seen from Fig. 6, the tips of the body are arranged perpendicular to the slats 41 and by moving the middle blade in Fig. 6, the gap 45 is increased so that an insertion of a sealing strip is made possible.
  • FIG. 6 It can also be seen from Fig. 6 that it is directed towards the tips of the rhombic bodies, i. perpendicular to the direction of expansion of the slats, an overlap of adjacent fingertips on adjacent slats comes.
  • the overlap is shown in FIG. 6 and designated by a.
  • Such an overlap is desirable because it further reduces the noise reduction when driving over the expansion joint.
  • a continuous tooth plate which consists of rhombic bodies 50, which correspond substantially to the bodies in Fig. 6, wherein the Body, however, are connected to each other via a central web 52.
  • the toothed plate assembly consists of individual rectangular body 60, which are arranged obliquely on the blade 61.
  • a continuous tooth plate 70 may be used, which consists of rectangular sections, which are connected to each other via a narrow web 72.
  • FIG. 11 shows the cross-sectional view along the line BB of a rhombic body according to FIG. 6. From this figure it can be seen that the body 40 consists of a foot part exists, which is placed on the upper side of the lamella and to which a lamella überkragendes flange connects.
  • the rhombic body 40 in this case has a cylindrical opening 9 with upper rounded edges. This opening is welded at its lower edge to the lamella 41.
  • the weld is indicated in FIG. 11 by the reference numeral 11 and shown in a dark color. It can also be seen that the weld is followed by a recessed portion 12 made by forging. At this section in turn joins radially outward of the support area 13 of the body on the lamella.
  • the support area is limited by a circumferential groove 14.
  • the groove is followed in each case in the direction of the left and right edge of the blade, a recessed area 15, which extends to the respective edges of the top of the blade.
  • the groove and the recessed areas 15 are filled with sealant and thus allow a seal of the underside of the body relative to the top of the blade, whereby corrosion is prevented at the weld.
  • the top of the body 40 also has in its edge region a flattening 16, through which a further noise reduction is achieved when driving over the body.
  • an embodiment of the rhombic body 40 ' is shown similar to that shown in Fig. 11, wherein the opening is not designed cylindrically. Instead, there is a funnel-shaped opening whose diameter increases from the top of the body to the bottom of the body. This opening is also filled with a potting compound 10. Due to the funnel-shaped configuration of the opening breaking out of the potting compound from the opening is prevented. Furthermore, this embodiment differs from the embodiment of FIG. 11 in that instead of a sealant-filled groove 14 and a recess 15, a wedge-shaped receptacle 18 is provided on the underside of the body, in which a sealing ring 17 is accommodated. This ring allows a seal of the underside of the body relative to the blade 41st
  • FIG. 13 shows a plan view of the rhombic body according to FIG. 11.
  • the bearing areas 13 of the body on the lamella are shown hatched.
  • the foot part of the body is substantially oval-shaped at its edges.
  • the groove 14 and the recessed area 15 do not extend in a circle around the opening 9, but they also extend in an oval shape, so that they reach as close as possible to the respective edges of the upper side of the lamella.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Paving Structures (AREA)
  • Gears, Cams (AREA)
EP00964237A 2000-09-26 2000-09-26 Zahnplattenanordnung für eine vorrichtung zum überbrücken von dehnfugen Expired - Lifetime EP1327026B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT00964237T ATE326582T1 (de) 2000-09-26 2000-09-26 Zahnplattenanordnung für eine vorrichtung zum überbrücken von dehnfugen

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2000/009417 WO2002027102A1 (de) 2000-09-26 2000-09-26 Zahnplattenanordnung für eine vorrichtung zum überbrücken von dehnfugen

Publications (2)

Publication Number Publication Date
EP1327026A1 EP1327026A1 (de) 2003-07-16
EP1327026B1 true EP1327026B1 (de) 2006-05-17

Family

ID=8164109

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00964237A Expired - Lifetime EP1327026B1 (de) 2000-09-26 2000-09-26 Zahnplattenanordnung für eine vorrichtung zum überbrücken von dehnfugen

Country Status (7)

Country Link
EP (1) EP1327026B1 (zh)
JP (1) JP4236923B2 (zh)
KR (1) KR100779960B1 (zh)
CN (1) CN1194141C (zh)
AU (1) AU2000275231A1 (zh)
DE (1) DE50012790D1 (zh)
WO (1) WO2002027102A1 (zh)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2194190A1 (de) 2008-12-04 2010-06-09 Mageba S.A. Dehnfugen-Überbrückungsvorrichtung

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7058169B2 (en) * 2003-08-27 2006-06-06 D.B. Zwirn Finance, Llc Skill based chat function in a communication system
EP1621674A1 (de) 2004-07-30 2006-02-01 Mageba S.A. Überbrückungsvorrichtung
KR100676949B1 (ko) * 2004-09-23 2007-01-31 주식회사 에스코테크놀로지 교량용 신축이음장치
KR100784432B1 (ko) * 2005-02-17 2007-12-11 주식회사 에스코알티에스 교량용 신축이음장치
WO2011126413A2 (ru) 2011-01-31 2011-10-13 Kozlachkov Sergey Waleriewich Деформационный шов
US20150239190A1 (en) * 2014-02-27 2015-08-27 The Goodyear Tire & Rubber Company Transfer ring or drum apparatus with adjustable circumference
FR3096060B1 (fr) 2019-05-13 2021-06-18 Soletanche Freyssinet Joint de dilatation carrossable
CN112227192A (zh) * 2020-10-27 2021-01-15 成都市长大路桥科技有限公司 一种多缝梳齿型伸缩结构

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4433909C2 (de) 1994-09-22 1997-11-27 Alfred Hartkorn Fugenüberbrückungsvorrichtung
DE19705531C2 (de) 1997-02-13 2001-07-05 Maurer Friedrich Soehne Vorrichtung zur Überbrückung von Dehnfugen
KR100283364B1 (ko) * 1998-05-09 2001-03-02 황해웅 신축 이음장치

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2194190A1 (de) 2008-12-04 2010-06-09 Mageba S.A. Dehnfugen-Überbrückungsvorrichtung

Also Published As

Publication number Publication date
JP4236923B2 (ja) 2009-03-11
EP1327026A1 (de) 2003-07-16
AU2000275231A1 (en) 2002-04-08
KR20020076236A (ko) 2002-10-09
DE50012790D1 (de) 2006-06-22
CN1194141C (zh) 2005-03-23
KR100779960B1 (ko) 2007-11-28
WO2002027102A1 (de) 2002-04-04
JP2004510083A (ja) 2004-04-02
CN1433495A (zh) 2003-07-30

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