EP3436638A1 - Structure de transition servant au pontage d'un joint de construction - Google Patents

Structure de transition servant au pontage d'un joint de construction

Info

Publication number
EP3436638A1
EP3436638A1 EP17714432.6A EP17714432A EP3436638A1 EP 3436638 A1 EP3436638 A1 EP 3436638A1 EP 17714432 A EP17714432 A EP 17714432A EP 3436638 A1 EP3436638 A1 EP 3436638A1
Authority
EP
European Patent Office
Prior art keywords
cover
anchor
construction
transition structure
designed
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
Application number
EP17714432.6A
Other languages
German (de)
English (en)
Other versions
EP3436638B1 (fr
Inventor
Christian Braun
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 Engineering GmbH
Original Assignee
Maurer Engineering GmbH
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 Engineering GmbH filed Critical Maurer Engineering GmbH
Publication of EP3436638A1 publication Critical patent/EP3436638A1/fr
Application granted granted Critical
Publication of EP3436638B1 publication Critical patent/EP3436638B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E01D19/065—Joints having sliding plates
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/08—Packing of metal
    • 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
    • E01D19/067—Flat continuous joints cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6803—Joint covers
    • E04B1/6804—Joint covers specially adapted for floor parts

Definitions

  • the present invention relates to a transitional construction for bridging a building joint between two components of a building with at least one covering element which at least partially covers the building joint and which can be fastened to a component of the building by means of an anchor construction.
  • transitional structures are known in various embodiments. All have in common that they serve the safe crossing of a building joint by traffic, generated for example by persons, animals, vehicles, loads and the like.
  • a particularly common field of application is bridge construction. For the subject invention, however, all other structures are relevant, have the building joints.
  • the problem with bridging building joints is that building joints generally change in size or joint width. This can have a variety of reasons. For example, because the building or just a component moves from it, changes in size or much more. Size changes can be z. B. result from temperature changes. Movements can arise from a horizontal load attack, such as braking vehicles.
  • a known form of such a generic transition structure is the so-called finger joint.
  • This has at least two opposing cover elements, which in turn have a number of adjacent fingers. This results in two comb-like finger plates. These are designed or arranged so that the opposite finger plates mesh with each other. Depending on how the building gap changes, so the fingers can be pushed into each other or pushed apart.
  • the cover elements are attached to the components of the structure with the aid of anchor constructions, which adjoin the building joint.
  • the anchor construction thus serves to attach at least one cover element on the respective component and can accordingly be configured in various ways.
  • the anchor construction can be made in one piece or in several parts. So it may be mounting flanges, which are welded to a component made of steel u nd where the cover can be attached.
  • Lich be a screw with which a cover is attached to the relevant component of the structure.
  • components made of concrete such an anchor construction but an independent construction of several components, such as anchor bars, plant plates, multi-wall sheets and the like, which are at least partially embedded in the component.
  • a known solu tion of anchorage of the cover is the screwing environment of the respective cover either directly through the building or on an underlying anchor construction.
  • the cover is located or the cover are in these known solutions on the surface of the component of the structure or the intermediate anchor construction.
  • the invention is therefore an object of the invention to improve the generic transition structure so that it can be maintained with less effort than before.
  • the transition structure according to the invention is thus characterized in that the anchor construction is designed so that the at least one cover pu is currently stored on it.
  • the space storage used so far always purposefully avoided and ideally completely replaced by a punctual storage.
  • the selective storage of the cover causes a much more controlled introduction of force line in the building than before.
  • Another advantage is that significantly less moisture between the anchor structure or between the component and cover can accumulate by the selective storage of the cover. This reduces the risk of corrosion. In addition, corrosion protection is easier to install and drainage of the structure is improved overall.
  • transitional construction is significantly more durable.
  • the selective storage can be done in different ways. It is conceivable, for example, a corresponding embodiment of the cover itself, the component below or an embodiment of the anchor structure. However, the punctual bearing is preferably produced by a corresponding design (for example by means of corresponding elevations) of the anchor construction. This then ensures that the cover rests only selectively on the building. This creates a clearly defined or, in other words, planned storage. This leads to a much more durable solution than in the prior art.
  • the anchor construction has a plurality of support points, of which at least one can be adapted independently of the others in its position and / or aligned.
  • the individual storage locations are all adaptable with respect to their location, so that there is no influence on adjacent storage areas.
  • the at least one cover element is fastened detachably to the armature construction with the aid of at least one screw connection, and the armature construction is designed such that at least one screw connection has a clamping length which corresponds to at least three times the thickness of the cover element in the region of the respective screw connection.
  • the tightening of the screw connection is preferably carried out from below.
  • the screw can be formed in any form in which a thread is used. Investigations by the applicant have shown that, with the aid of the correspondingly dimensioned clamping length, a permanent prestressing can be more reliably applied at the loads in question than hitherto. Compared to the known anchor designs, significantly larger clamping lengths are achieved than before. The targeted significantly increased clamping length generally causes an increase in the screw elongation and thus a reduction in the proportion of preload force loss.
  • clamping length is generally understood, the thickness of the elements to be connected. This is partly calculated with or without an optional washer.
  • clamping length should be used, as regulated in the version of the standard DI N EN 14399-4 valid on the filing date. This determines the clamping length, taking into account the thickness of a possible washer.
  • the distance between the bearing surface of the screw connection on the upper side of the cover element and the bearing surface of the cover element on the anchor construction in the region of the screw should be defined by the thickness of the cover element be understood. Recesses in the cover element in the area of the screw connection are therefore not taken into account.
  • a seal is arranged on the screw in the region of the cover, which prevents the water penetrates into this area in the building. Also can be additionally prevented by the seal loosening the screw.
  • At least one screw connection has a threaded bolt and at least one chip nip.
  • the threaded bolt can be designed so that it has at least one of its ends a bolt head.
  • the thread can be made continuously or cut-it way. So here are also solutions to be included, in which a threaded bolt fixed at both ends by means of at least one nut, the cover to the anchor structure.
  • the threaded bolt is part of a rule-compliant screw.
  • the screw can be reliably measured using existing rules.
  • a corresponding over- or undersizing of the fastening can be prevented already during the planning process.
  • At least one clamping device is designed as a nut, bolt head and / or thread on the armature construction or the cover element.
  • the position and type of a clamping device is thus not limited to a variant, but may be present and / or formed correspondingly both on the cover element and also on the armature construction.
  • the anchor construction on a side facing away from the cover a Spannffenan position for a mother as head or bolt trained clamping means.
  • the corresponding nut or bolt head requires a system as an abutment. As a result, the forces occurring can be absorbed and a certain preload force can be achieved.
  • the anchor construction has a spacer which ensures a defined distance between the cover element and the clamping device.
  • the spacer it is also possible to change the clamping length of the screw connection in a targeted manner.
  • the clamping device must ge not be executed by the cover to r final contact surface of the clamping device.
  • the spacer is preferably made of a material, such as a metal, which ensures the distance between the cover plate and Spannm ittelstrom even with large force.
  • the spacer is tubular, preferably designed as a square tube.
  • tubular is understood in this sense, not only a circular cross-section, but also a polygonal tube, for example, has a quadrangular or hexagonal cross-section. Due to the tubular structure, it is possible that a part of the fferverbind can run inside the spacer. The screw is thus protected from external influences, such as moisture.
  • the anchor structure may be designed to be directly attached to a reinforcement of a building component. Then the anchor construction is directly related to the parts of the structure, the large train forces and / or can absorb pressure forces.
  • the corresponding attachment for example, by means of screwing ben or welding done.
  • the anchor construction expediently has at least one anchoring element for anchoring in a component.
  • the anchoring element is designed as a head bolt. Especially the latter causes a good toothing of the anchor construction with the adjacent concrete. Thus, the cover can be even more secure attached to the building.
  • the anchoring element can connect directly to the spacer or be part of it. By Anordnu ng several anchoring elements, which preferably extend radially on several levels in different directions, the anchor structure can be even better fixed to the building.
  • head bolts other embodiments are possible, such as discs that surround the spacer.
  • rule-conforming anchoring aids such as the head bolts just described, are preferably used.
  • the transition structure has at least one access shaft for a screw connection, wherein the access shaft extends from the anchor construction to one end of the structure.
  • the access shaft extends from the lower end of the building to the Spannmit- telstrom. So the screw connection can be maintained and adjusted from the bottom even when installed. This has the advantage that during the maintenance work a barrier ng the corresponding traffic areas on the top of the cover are not necessary n.
  • the access shaft is preferably formed by means of a formwork tube embedded in the component of the building. In addition to a circular tube design of the shaft, it is also possible to design this corresponding polygonal.
  • a support armature can already have said anchoring elements for better toothing in the concrete of the component.
  • Such support anchors can be easily prefabricated in larger quantities and installed as an assembly in the corresponding structures.
  • the anchor construction has a plurality of mutually spaced support armature and the selective storage of the cover is realized so that the cover rests in the region of the upper end faces of the support armature on the armature construction.
  • This has the advantage that the punctual storage can be ensured by means of the support anchor in a simple manner.
  • the support anchors can simply be concreted into the component in such a way that they project slightly beyond the top of the concrete of the respective component.
  • the end faces of the support anchors form the surfaces which face the overlying cover element and are in contact therewith.
  • the anchor construction has at least one row of supporting anchors running parallel to the structural joint, and preferably another row of supporting anchors which also run parallel to the structural joint and which lies behind it.
  • the arrangement in rows simplifies the production.
  • the cover element is additionally fixed with the aid of the second series of support anchors, and occurring moments due to off-center loading are thus removed as a defined force pair.
  • the transitional construction has a drainage element that is below and spaced from the cover element, preferably in a pointed angle.
  • a drainage element that is below and spaced from the cover element, preferably in a pointed angle.
  • the water reaching the cover element can now be diverted in the direction of the building joint.
  • the acute angle ensures that the water runs well and does not accumulate large amounts of water in this area of the structure, which would promote corrosion.
  • the arrangement of the drainage element at the anchor construction has the advantage that the element can provide the necessary hold against the water pressing downwards.
  • the drainage element is designed to penetrate the largest possible area of the structure underneath the cover element To protect water.
  • the dewatering element is designed as a sheet which is bent downwards on its side facing the building joint, so that this side forms a dripping edge.
  • the sheet kan n thereby be formed for example of aluminum, steel or similar materials. It is also possible that the sheet is coated with another layer, which additionally protects against moisture or also allows a better dissipation of moisture in the direction of the building joint.
  • the drainage element embodied as a sheet metal is folded upwards on its side facing away from the structural joint and preferably bears against an end face of the cover element.
  • This has the advantage that water, which penetrates between the upper edge of the drainage element and the building joint, is derived only in one direction, namely in the direction of the building joint.
  • the fold can be designed in any form upwards. Thus, it is possible that this is guided vertically upwards or is designed obliquely or with any profile. Under the front side of the cover is to understand the horizontal end of the cover on the bauwerksfugenfernen page.
  • the dewatering element is resiliently secured to the anchor structure.
  • This has the advantage that the drainage element can be easily attached to the anchor structure u indeed so that it does not contribute to the load transfer. It can not come to an unwanted, area load of forces from the at least one cover over the drainage in the building.
  • the drainage element is resiliently supported on the structure. As a result, it is possible to dispense with a fastening of the drainage element to the anchor construction. This also ensures that there is no unwanted load transfer in the underlying component of the structure.
  • the planar dewatering element can give at least one support anchor and thus achieve comprehensive protection against penetrating water.
  • the flexible waterproof seal can be designed, for example, as a silicone gasket or rubber ring. The seal prevents the drained water in the area of the support anchors from penetrating further down into the structure.
  • the Ü transition structure below the cover a seal, in particular an elastomeric tape.
  • a second moisture barrier additionally provides security that no water gets into the underlying area of the anchor structure and / or the structure.
  • the seal is preferably carried out nationwide. For example, water-impermeable mats, tapes or sheets can be used for this purpose.
  • the at least one cover element is designed as a finger plate. This has proved to be particularly suitable.
  • the transitional construction has two opposite anchor elements with respect to the covering elements which lie opposite the structural gap to be bridged by it, wherein the cover elements are preferably designed as finger plates which mesh with each other.
  • the transition structure is designed modu lar and a plurality of adjacent cover elements u nd / or drainage elements, which are each narrower than a carriageway of a car, preferably at least between adjacent drainage elements, a seal is arranged.
  • the elements can also be tight together be welded.
  • the transition structure is preferably designed as an assembly pre-assembled in the production plant, in which the at least one cover element is fastened releasably to at least one anchor construction by means of at least one screw connection. Further, the assembly as a whole, preferably with the aid of a transport and / or mounting device, on the anchor construction on the component fastened, in particular einbetonierbar carried out.
  • This has the advantage that said transition structure can be manufactured cost-effectively and efficiently in the production plant and, in particular, the screw connection can also be produced under defined conditions. On site, the transitional structure then only has to be fastened to the component via the anchor construction. Thus, a speedy installation of the transitional construction is possible.
  • Fig. 1 is a perspective view of the transition structure according to the invention.
  • FIG. 2 is a side view of FIG. 1 in the installed state, wherein the right part of the drawing is a cross section through the transition structure shown in Fig. 1.
  • the transition structure 1 has two cover elements 3 designed as finger plates, which mesh with the protruding sections. As a result, a building joint between two components of the structure 2 is bridged.
  • the cover elements 3 are in each case selectively attached to a component of the structure 2 via a concreted anchor construction 4 and close with the bautechniksfugenentfernten end face to a roadway 5 at.
  • the armature construction 4 of a cover element 3 consists of two rows of several support anchors 6 arranged parallel to the structural joint.
  • the cover element 3 is in each case releasably fastened to the support anchors 6 of the armature structure 4 by a screw connection 7.
  • the cover 3 is selectively stored by the anchor structure 4 and is not flat on the building 2.
  • a console 14 is also arranged between each support anchor 6 of the roadway near row and the roadway 5.
  • the roadway 5 is not directly on the brackets 14, but rather on an insulating flange 1 3, which is arranged between the brackets 14 and the roadway 5 along the cover element 3.
  • the screw 7 is in this embodiment of a threaded bolt 7a with a bolt head in the form of a rule-compliant screw, which rests in a recess at the top of the cover 3.
  • a nut is attached to the threaded bolt 7a on the far side of the cover element 3.
  • the support armature 6 has in this context a spacer 8 as an elongated square tube and a clamping device 9, on which the clamping means 7b is applied.
  • the spacer 8 is arranged between the cover 3 and the chip removal system 9 and thereby determines the clamping length of the associated screw 7.
  • the threaded bolt 7a d passes through the spacer 8 and the clamping device 9 to come into contact with the clamping means 7b.
  • the clamping length of the screw 7 is at least three times the thickness of the cover 3 in the region of the screw 7.
  • the thickness of the cover corresponds in this case the distance between the support surface of the bolt head of the threaded bolt 7a in the recess of the cover 3 and the bearing surface of the cover 3 on the support armature 6.
  • the clamping length is the distance between the support surface of the bolt head of the threaded bolt 7a on the cover 3 and the bearing surface of the clamping means 7b on the clamping device.
  • the armature construction 4 has a plurality of anchoring elements 10, which are arranged as head bolts on the spacers 8 of the plurality of support anchors 6. As shown in FIG. 1, each two anchoring elements 1 0 are perpendicular to the building joint in the direction of the building joint and in the opposite direction to each a spacer 8 mounted at the same height. In the installed state, the anchoring elements 10 act like push dowels.
  • the Ü transition structure 1 also has an access shaft 1 1, which runs between the chip nffenstrom 9 and the lower end of the structure 2.
  • the access shaft 1 1 is designed as an elongated formwork tube surrounding the chip removal means 7b. I m built or concreted state of the transitional structure 1 is thus an access to the chip nb 7b from below possible and d he fferverbind 7 thus adjustable during maintenance.
  • the transition structure 1 a drainage element 12 which extends below and spaced from the cover 3 and at an acute angle to the building fugue down.
  • the Entracesseru ngselement 12 is arranged on the anchor structure 4 and is penetrated by all support anchors 6.
  • the drainage element 12 encloses all support anchors 6 area-wide, in order to dissipate water penetrating from above to the construction gap.
  • the drainage element 12 is in the form of a sheet which forms a drip edge downwardly toward the building joint and, on its side facing away from the building joint, is folded upwards.
  • a small gap is provided between the upwardly bent end piece of the drainage element 12 and the bauwerksfugenfernen front side of the cover 3, a small gap is provided to avoid constraints.
  • a watertight seal between drainage element 12 and support anchor 6 is attached.
  • This seal is designed as a rubber ring or silicone joint.
  • the cover sheet as a whole may be lined with a compliant layer (eg cellular rubber), the connection to the spacers 8 may then be made by watertight welds.
  • the transition structure 1 is constructed by means of finger plates opposite modular, which can be extended along the building joint. After the transitional construction 1 has been designed as an assembly pre-assembled in the production plant, it only has to be installed at the installation location, as shown in FIG. 2 are concreted by means of the anchor construction 4 on the building 2. In this embodiment, the concreted portion of the anchor construction 4 extends to the drainage element 12. LIST OF REFERENCE NUMBERS

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Bridges Or Land Bridges (AREA)
  • Foundations (AREA)
  • Road Paving Structures (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)

Abstract

La présente invention concerne une structure de transition (1) servant au pontage d'un joint de construction entre deux éléments d'une construction (2), présentant au moins un élément de recouvrement (3) recouvrant au moins en partie le joint de construction. L'élément de recouvrement (3) est fixé par l'intermédiaire d'une structure d'ancrage (4) à un élément de la construction (2), la structure d'ancrage (4) étant conçue de telle manière que le ou les éléments de recouvrement (3) sont soutenus ponctuellement.
EP17714432.6A 2016-03-29 2017-03-29 Structure de transition servant au pontage d'un joint de construction Active EP3436638B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102016205081.8A DE102016205081A1 (de) 2016-03-29 2016-03-29 Übergangskonstruktion zur Überbrückung einer Bauwerksfuge
PCT/EP2017/057461 WO2017167830A1 (fr) 2016-03-29 2017-03-29 Structure de transition servant au pontage d'un joint de construction

Publications (2)

Publication Number Publication Date
EP3436638A1 true EP3436638A1 (fr) 2019-02-06
EP3436638B1 EP3436638B1 (fr) 2021-04-28

Family

ID=58455042

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17714432.6A Active EP3436638B1 (fr) 2016-03-29 2017-03-29 Structure de transition servant au pontage d'un joint de construction

Country Status (10)

Country Link
US (1) US11236473B2 (fr)
EP (1) EP3436638B1 (fr)
JP (1) JP6970119B2 (fr)
CN (1) CN109072572B (fr)
CA (1) CA3017425C (fr)
DE (1) DE102016205081A1 (fr)
ES (1) ES2870966T3 (fr)
RU (1) RU2725438C2 (fr)
UA (1) UA123404C2 (fr)
WO (1) WO2017167830A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101795337B1 (ko) * 2017-01-25 2017-11-08 주식회사 케이이테크 걸침판부를 가지는 핑거 조인트
IT201800007848A1 (it) * 2018-08-03 2020-02-03 Univergom Srl Giunto di dilatazione a grande escursione
KR102248040B1 (ko) * 2020-10-16 2021-05-04 매이크앤 주식회사 볼트 풀림에 의한 강판 이탈 방지 교량이음장치

Family Cites Families (38)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2013195A (en) * 1935-04-18 1935-09-03 Howard E Ward Expansion joint structure
US2286019A (en) * 1940-03-18 1942-06-09 Floyd R Smith Expansion joint
CH360411A (de) * 1958-02-14 1962-02-28 Moesch Schneider & Cie Fugenabdeckungseinrichtung, insbesondere an Betonbrücken
DE1231740B (de) * 1963-07-06 1967-01-05 Gutehoffnungshuette Sterkrade Abdeckvorrichtung fuer Dehnungsfugen von Bruecken
US3273473A (en) * 1963-12-05 1966-09-20 David R Black Jr Road expansion joint
DE2344225A1 (de) * 1973-09-01 1975-03-13 Hammerschmidt & Co Migua Abdeckprofil fuer dehnungsfugen
US4063840A (en) * 1977-03-09 1977-12-20 The General Tire & Rubber Company Expansion joint seal assembly
US4111583A (en) * 1977-05-23 1978-09-05 Felt Products Mfg. Co. Roadway joint seal and sealing assembly
JPS53145330A (en) 1977-05-25 1978-12-18 Motonosuke Arai Road joint structure
US4307974A (en) * 1980-03-06 1981-12-29 George Joseph D Expansion joint seal
JPS6032164Y2 (ja) 1981-05-21 1985-09-26 阪神高速道路公団 橋梁の伸縮継目部における水密装置
US4397579A (en) * 1981-06-08 1983-08-09 Columbia Chase Corporation Expansion joint structures
JPS63156103A (ja) 1986-12-17 1988-06-29 ニッタ株式会社 橋梁用伸縮継手
SU1507894A1 (ru) * 1987-08-18 1989-09-15 Государственный Институт По Проектированию Коммунальных Дорожно-Транспортных Сооружений Деформационный шов моста
US4876759A (en) * 1988-06-14 1989-10-31 Yang Jesse S Bridge expansion joint
RU2012705C1 (ru) * 1990-04-04 1994-05-15 Белорусская государственная политехническая академия Конструкция деформационного шва между плитами проезжей части моста
CA2091948C (fr) * 1993-03-18 1996-04-09 Konrad Baerveldt Element de retenue d'un cordon d'etancheite
CN1097827A (zh) * 1993-07-19 1995-01-25 杨更新 交互承插式桥梁伸缩缝
JP2572934B2 (ja) 1993-08-09 1997-01-16 株式会社横河メンテック 橋梁の伸縮装置用フェイスプレート
US5966876A (en) 1997-10-17 1999-10-19 Southwestern Packing & Seals Inc. Manhole insert and tether apparatus and method
JP3086202B2 (ja) 1997-10-22 2000-09-11 帝都高速度交通営団 砂利保持部材を有する鉄道用弾性軌道
KR200224501Y1 (ko) * 2000-12-04 2001-05-15 주식회사경동기술공사 교량의 요철형 앵커 볼트를 이용한 조인트 구조
US6460214B1 (en) * 2001-03-27 2002-10-08 Ming-Huang Chang Vibration resistive instant responding roadway or bridge expansion joint and construction method of the same
JP3495997B2 (ja) 2001-04-11 2004-02-09 元之助 新井 道路橋用伸縮装置
AT413989B (de) * 2002-04-30 2006-08-15 Reisner & Wolff Eng Vorrichtung zum überbrücken von dehnungsfugen an bauwerken
JP2004143845A (ja) 2002-10-25 2004-05-20 Kyoryo Maintenance:Kk 橋梁の伸縮装置
CH696402A5 (de) * 2003-04-16 2007-05-31 Hebag Ag Wasserdichte Dehnfugenkonstruktion.
CN1333137C (zh) * 2004-01-08 2007-08-22 徐斌 一种特大抗挠变梳型桥梁伸缩缝装置
CN100406650C (zh) * 2005-06-05 2008-07-30 徐斌 一种抗特大变位的模块式梳型桥梁伸缩缝装置
CA2709128C (fr) * 2007-12-14 2015-02-03 Construction Research & Technology Gmbh Systeme de joint de dilatation
JP5317359B2 (ja) 2009-06-09 2013-10-16 東京ファブリック工業株式会社 跨座式モノレール用軌道桁の落下防止装置
JP2011074742A (ja) 2009-10-02 2011-04-14 Juichi Yamauchi 道路橋継ぎ目部からの漏水誘導装置
CN101956366B (zh) * 2009-12-29 2016-09-28 吴树超 互支式桥梁伸缩装置
CN101725108A (zh) * 2009-12-31 2010-06-09 徐斌 一种具有竖向变位能力的桥梁伸缩缝装置
JP2011163079A (ja) 2010-02-15 2011-08-25 Juichi Yamauchi 道路橋用伸縮継手の漏水誘導装置
CN102296531B (zh) * 2011-05-19 2013-10-30 成都市新筑路桥机械股份有限公司 一种多向变位大位移梳齿形桥梁伸缩装置
JP3174898U (ja) 2012-02-01 2012-04-12 株式会社橋梁メンテナンス 伸縮装置遊間部の排水装置
US8967904B1 (en) * 2012-10-05 2015-03-03 Pioneer Detectable, LLC Tactile plate assembly

Also Published As

Publication number Publication date
RU2018132202A3 (fr) 2020-04-29
JP6970119B2 (ja) 2021-11-24
RU2725438C2 (ru) 2020-07-02
US20200157752A1 (en) 2020-05-21
DE102016205081A1 (de) 2017-10-05
CN109072572A (zh) 2018-12-21
UA123404C2 (uk) 2021-03-31
RU2018132202A (ru) 2020-04-29
ES2870966T3 (es) 2021-10-28
CA3017425C (fr) 2022-06-21
US11236473B2 (en) 2022-02-01
CN109072572B (zh) 2020-11-17
WO2017167830A1 (fr) 2017-10-05
EP3436638B1 (fr) 2021-04-28
CA3017425A1 (fr) 2017-10-05
JP2019510904A (ja) 2019-04-18

Similar Documents

Publication Publication Date Title
EP2069577B1 (fr) Système de retenue de véhicules
DE2840195C3 (de) Vorrichtung zum Befestigen von zur Aufnahme von Brennelement-Bündeln dienenden Lagerkästen am Boden eines Wasserbeckens
DE202004015811U1 (de) Befestigungsvorrichtung für mindestens einen Sonnenkollektor
EP3436638A1 (fr) Structure de transition servant au pontage d'un joint de construction
DE202016006723U1 (de) Aufständerung zur Überdachung von Flächen, insbesondere Carport
EP2940225A1 (fr) Dispositif d'enjambement d'un joint de dilatation
DE102011050340B4 (de) Randschalungselement
AT413989B (de) Vorrichtung zum überbrücken von dehnungsfugen an bauwerken
DE202013102955U1 (de) Terrassensystem
EP3473773B1 (fr) Élément de paroi destiné à l'utilisation dans un dispositif de rétention d'eau ainsi que dispositif de rétention d'eau
DE102006033455A1 (de) Profilschiene für ein Fassadensystem
DE102007063511B4 (de) Schutzeinrichtung an Verkehrswegen
DE19910824A1 (de) Entwässerungsrinne aus Stahlblech
DE102018112634B4 (de) Fugenprofil
DE102012112023B4 (de) Fußbodenbauschalungselement
DE29511008U1 (de) Verankerung für Geländer, Lärmschutzwandpfosten, Leitplanken oder beliebige Bauteile
DE102014108274B4 (de) Hochwasser-Schutzsystem
EP3792396B1 (fr) Châssis de recouvrement ferroviaire pour chaussée solide
DE10356220A1 (de) Sicherungseinrichtung für befahrbare oder begehbare Flächen
EP1620609B1 (fr) Dispositif pour eriger temporairement une ligne de protection contre les hautes eaux
DE102004015935B4 (de) Abdeckung für befahrbare Beckenkronen
DE202022101904U1 (de) Entwässerungsvorrichtung für eine bauseitige Montage und Entwässerungssystem
DE202010005481U1 (de) Passive Schutzeinrichtung
EP3227495B1 (fr) Joint de chaussee avec elements a peigne
DE19953328B4 (de) Fugenabdichtungsvorrichtung

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

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

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

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

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20180913

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20191127

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20201123

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502017010205

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1387161

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210515

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2870966

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20211028

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

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

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

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210830

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210729

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210828

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20210428

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

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502017010205

Country of ref document: DE

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

Effective date: 20220131

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

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210828

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

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

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20220331

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

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220329

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220329

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

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220331

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

Ref country code: ES

Payment date: 20230414

Year of fee payment: 7

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

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20170329

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

Ref country code: AT

Payment date: 20240318

Year of fee payment: 8

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

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

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

Ref country code: DE

Payment date: 20240321

Year of fee payment: 8

Ref country code: GB

Payment date: 20240322

Year of fee payment: 8

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

Ref country code: IT

Payment date: 20240329

Year of fee payment: 8

Ref country code: FR

Payment date: 20240319

Year of fee payment: 8

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

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210428

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

Ref country code: CH

Payment date: 20240401

Year of fee payment: 8