EP0194435A2 - Device for the production of expansion joints in floor- or concrete surfaces - Google Patents

Device for the production of expansion joints in floor- or concrete surfaces Download PDF

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Publication number
EP0194435A2
EP0194435A2 EP86101162A EP86101162A EP0194435A2 EP 0194435 A2 EP0194435 A2 EP 0194435A2 EP 86101162 A EP86101162 A EP 86101162A EP 86101162 A EP86101162 A EP 86101162A EP 0194435 A2 EP0194435 A2 EP 0194435A2
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EP
European Patent Office
Prior art keywords
profiles
angle profiles
expansion joints
plastic
leg
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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
EP86101162A
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German (de)
French (fr)
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EP0194435A3 (en
EP0194435B1 (en
Inventor
Werner Schlüter
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to AT86101162T priority Critical patent/ATE48299T1/en
Publication of EP0194435A2 publication Critical patent/EP0194435A2/en
Publication of EP0194435A3 publication Critical patent/EP0194435A3/en
Application granted granted Critical
Publication of EP0194435B1 publication Critical patent/EP0194435B1/en
Expired legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
    • E04F15/14—Construction of joints, e.g. dividing strips

Definitions

  • the object of the invention is to propose a device for forming expansion joints in screed or concrete surfaces, in particular a floor, in one-piece form, in which two angle profiles are elastically connected to one another in the upper region on their end limb perpendicular to the fastening limb, securing being required that an exact parallel displacement of these angle profiles, but especially their end legs is possible while avoiding the penetration of mortar or screed into the space.
  • the device according to the invention facilitates the formation of expansion joints in screed or concrete surfaces, in particular in the floor area.
  • the uniform profile according to the invention allows the displacement of its two angular profiles, which are closed both at the top and at the bottom with elastic connecting profiles, with a corresponding load exactly parallel, so that the risk of tearing off the adjacent screed or concrete layer is excluded.
  • the necessary space between the angle profiles is closed, so that mortar or screed cannot penetrate.
  • two metal angle profiles are connected to one another by vulcanized-on profiles made of rubber or a similar plastic. These metal angle profiles are of particular importance when the load on the end legs plays a role, especially when installed in floors with industrial trucks.
  • an embodiment of the invention is also conceivable in which the device consists of two plastic angle profiles, on which flexible plastic connecting bridges are integrally molded to connect the end limbs.
  • Such profiles can be produced using the extrusion process.
  • Angle profiles or partial profiles made of metal can be used to reinforce the plastic angle profiles.
  • the hollow space at high end legs of the angle profiles can not withstand a large pressure load hardened mortar are secured by spacer webs provided on the outer surfaces of the legs, which are deformable when higher pressure loads occur, for example in the case of thermal expansion stresses.
  • the invention is explained in more detail below with the aid of an illustrated exemplary embodiment.
  • the figure shows a cross section of a prefabricated device.
  • the device shown is a one-piece, producible plastic profile, which consists of the two angle profiles designated by the number 1, which are connected to each other in the manner of bridges, using uniformly set, elastic connecting profile sections 3 and 4.
  • a cavity 2, which represents the expansion joint, is formed between these two bridges.
  • the two legs 11 and 12 of the two angle profiles 1 have approximately the same cross-sectional thickness.
  • the inner connection of the two legs is formed with a groove 13.
  • the softly set connecting bridges 3 and 4 set the angle at the upper section of the end limb 11 or with respect to the bridge 4 in the lower corner region profile 1. These two connecting bridges 3 and 4 are arched against each other.
  • Clamping webs 15 are formed slightly obliquely on the inside of the end legs 11 for scrapping in screed or concrete, with outer widening ribs 151.
  • the undercut webs 14 provided on the inside of the fastening leg on the inside of the fastening leg also serve as openings be provided.
  • the device is made of plastic, it may be expedient for certain load requirements to reinforce the angle profiles 1 with metal inserts.
  • Bores 17 can be provided in the end legs 11, through which a sleeve guide or a guide pin can be inserted, in order to avoid a vertical offset of the two profiles 1 relative to one another.

Abstract

1. Device for the production of expansion joints in floor or concrete surfaces, wherein two edge rails are resiliently interconnected at their end shank, which extends vertically relative to the securing shank, characterised in that the two edge rails (1) are each connected at top and bottom, by means of resilient connecting bridges (3, 4) which are curved towards one another, to form a cavity, and in that inwardly protruding clamping elements (14, 15) are disposed on the respective end shank (11) and on the respective securing shank (12) of the edge rails (1).

Description

Zur Vermeidung von Spannungen in Estrich- oder Betonflächen, die insbesondere beim Aushärten und bei thermischen Einflüssen auftreten, werden geeignete Flächenabschnitte durch Dehnungsfugen getrennt. Dabei ist es üblich, zur Trennung solcher Flächen Styroporstreifen oder dergleichen einzubringen über die gesamte Höhe bzw. Stärke des Estriches bzw. des Betons. Diese Styroporstreifen lassen sich allerdings nur schwer einsetzen, da sie unstabil sind und sich nur schwer befestigen lassen. Die ausgebildeten Fugen sind daher auch in der Regel wenig liniengenau. Diese Fugen sind außerdem gegen eindringende Feuchtigkeit nicht geschützt.In order to avoid stresses in screed or concrete surfaces, which occur in particular during curing and thermal influences, suitable surface sections are separated by expansion joints. It is customary to insert polystyrene strips or the like over the entire height or thickness of the screed or concrete to separate such areas. However, these styrofoam strips are difficult to use because they are unstable and are difficult to attach. The joints formed are therefore generally not very precise. These joints are also not protected against the ingress of moisture.

Aus dem Bereich von Betonbrückenbauten sind bereits einteilige Vorrichtungen zur Bildung von Dehnungsfugen bekannt (DE-GM 84 24 097.0). Es handelt sich dabei um ein Gummiprofil, welches im Querschnitt gesehen einen mittleren U-förmigen Teil aufweist, an dessen U-Schenkel nach außen gerichtet Verklammerungselemente angeordnet sind. Dabei soll dieser U-förmige Teil eine dicke und konstante Wandstärke aufweisen, während im mittleren Teil des U-Steges Kanäle angeordnet sind, die den mittleren Teil elastisch gestalten sollen. Ein solches Gummiprofil ist zur Bildung von Dehnungsfugen in Fußbodenestrichflächen oder entsprechenden Betonflächen in diesem Anwendungsbereich nicht geeignet. Bei Ausdehnung der die Fugen begrenzenden Flächen bzw. Schichten wird ein solches einstückiges Profil nicht parallel zusammengeschoben. Auf diese Weise besteht die Gefahr, daß die Abschlußschenkel der beiden Winkelprofile, die zunächst parallel zueinander stehen, in eine zueinander geneigte Lage kommen, so daß die abgrenzende Estrichoder Betonschicht abreißt. Bei der Einbringung des Estriche, oder des Mörtels besteht außerdem die Gefahr, daß in den Abstandsraum des Gummiprofiles Mörtel oder Estrich von unten eintritt und damit die Wirkung des Dehnungsprofiles beeinflußt.One-piece devices for the formation of expansion joints are already known from the field of concrete bridge structures (DE-GM 84 24 097.0). It is a rubber profile which, seen in cross-section, has a central U-shaped part, on the U-leg of which clamping elements are arranged which point outwards. This U-shaped part should have a thick and constant wall thickness, while channels are arranged in the middle part of the U-web, which should make the middle part elastic. Such a rubber profile is not suitable for forming expansion joints in screed surfaces or corresponding concrete surfaces in this area of application. When the surfaces or layers delimiting the joints are expanded, such a one-piece profile is not pushed together in parallel. In this way, there is a risk that the end legs of the two angle profiles, which are initially parallel to one another, will come into an inclined position so that the delimiting screed or concrete layer tears off. When the screed or mortar is introduced, there is also the risk that mortar or screed will enter the gap between the rubber profile and thus affect the effect of the expansion profile.

Die Aufgabe der Erfindung besteht darin, eine Vorrichtung zur Bildung von Dehnungsfugen in Estrich- oder Betonflächen, insbesondere eines Fußbodens, in einteiliger Form vorzuschlagen, bei der zwei Winkelprofile an ihrem zum Befestigungsschenkel senkrechten Abschlußschenkel im oberen Bereich elastisch miteinander verbunden sind, wobei zu sichern ist, daß eine exakte Parallelverschiebung dieser Winkelprofile, insbesondere aber ihrer Abschlußschenkel möglich ist bei Vermeidung des Eindringens von Mörtel oder Estrich in den Abstandsraum.The object of the invention is to propose a device for forming expansion joints in screed or concrete surfaces, in particular a floor, in one-piece form, in which two angle profiles are elastically connected to one another in the upper region on their end limb perpendicular to the fastening limb, securing being required that an exact parallel displacement of these angle profiles, but especially their end legs is possible while avoiding the penetration of mortar or screed into the space.

Gelöst wird diese Erfindungsaufgabe mit einer Vorrichtung mit sämtlichen Merkmalen des Anspruches 1.This object of the invention is achieved with a device having all the features of claim 1.

In an sich bekannter Weise erleichtert die erfindungsgemäße Vorrichtung die Ausbildung von Dehnungsfugen in Estrich- oder Betonflächen, insbesondere im Fußbodenbereich. Das erfindungsgemäß einheitliche Profil läßt die Verschiebung seiner beiden Winkelprofile, die sowohl oben als auch unten mit elastischen Verbindungsprofilen verschlossen sind, bei entsprechender Beanspruchung exakt parallel zu, so daß die Gefahr des Abreißens der angrenzenden Estrich- oder Betonschicht ausgeschlossen ist. Der notwendige Abstandsraum zwischen den Winkelprofilen ist abgeschlossen, so daß Mörtel oder Estrich nicht einzudringen vermag.In a manner known per se, the device according to the invention facilitates the formation of expansion joints in screed or concrete surfaces, in particular in the floor area. The uniform profile according to the invention allows the displacement of its two angular profiles, which are closed both at the top and at the bottom with elastic connecting profiles, with a corresponding load exactly parallel, so that the risk of tearing off the adjacent screed or concrete layer is excluded. The necessary space between the angle profiles is closed, so that mortar or screed cannot penetrate.

Nach einer bevorzugten Ausführungsart der Erfindung sind zwei Metallwinkelprofile durch anvulkanisierte Profile aus Gummi oder einem gleichartigen Kunststoff miteinander verbunden. Diese Metallwinkelprofile sind dann von besonderer Bedeutung, wenn die Belastung der Abschlußschenkel eine Rolle spielt, insbesondere beim Einbau in Fußböden mit Flurförderverkehr.According to a preferred embodiment of the invention, two metal angle profiles are connected to one another by vulcanized-on profiles made of rubber or a similar plastic. These metal angle profiles are of particular importance when the load on the end legs plays a role, especially when installed in floors with industrial trucks.

In vielen Anwendungsfällen ist auch eine Ausführungsart der Erfindung denkbar, bei der die Vorrichtung aus zwei Winkelprofilen aus Kunststoff besteht, an denen zur Verbindung der Abschlußschenkel materialeinheitlich weich eingestellte, elastische Kunststoffverbindungsbrücken angeformt sind. Solche Profile lassen sich im Strangpreßverfahren herstellen. Zur Verstärkung der Winkelprofile aus Kunststoff können Winkelprofile oder Teilprofile aus Metall eingesetzt sein.In many applications, an embodiment of the invention is also conceivable in which the device consists of two plastic angle profiles, on which flexible plastic connecting bridges are integrally molded to connect the end limbs. Such profiles can be produced using the extrusion process. Angle profiles or partial profiles made of metal can be used to reinforce the plastic angle profiles.

Zur Verbesserung der Verklammerung des Befestigungsschenkels der beiden Winkelprofile wird vorgeschlagen, 'endseitig an den Innenseiten der Befestigungsschenkel jeweils einen hinterschnittenen Steg anzuformen.To improve the clamping of the fastening leg of the two angle profiles, it is proposed to form an undercut web on the inside of the fastening legs.

Der hohle Zwischenraum bei hohen Abschlußschenkeln der Winkelprofile kann gegen eine große Andrucklast des nicht abgebundenen Mörtels gesichert werden durch an den Außenflächen der Schenkel vorgesehene Abstandsstege, die beim Auftreten höherer Druckbelastungen, etwa bei thermischen Ausdehnungsspannungen, verformbar sind.The hollow space at high end legs of the angle profiles can not withstand a large pressure load hardened mortar are secured by spacer webs provided on the outer surfaces of the legs, which are deformable when higher pressure loads occur, for example in the case of thermal expansion stresses.

Anhand eines abgebildeten Ausführungsbeispieles wird die Erfindung im folgenden näher erläutert. Die Abbildung zeigt eine fabrikatorisch vorgefertigte Vorrichtung im Querschnitt.The invention is explained in more detail below with the aid of an illustrated exemplary embodiment. The figure shows a cross section of a prefabricated device.

Bei der dargestellten Vorrichtung handelt es sich um ein einteilig.herstellbares Kunststoffprofil, welches aus den beiden mit der Ziffer 1 bezeichneten Winkelprofilen besteht, die materialeinheitlich durch weich eingestellte, elastische Verbindungsprofilabschnitte 3 bzw. 4 in der Art von Brücken miteinander verbunden sind. Zwischen diesen beiden Brücken ist ein Hohlraum 2 gebildet, der die Dehnungsfuge darstellt. Die beiden Schenkel 11 und 12 der beiden Winkelprofile 1 besitzen etwa gleiche Querschnittsstärke. Die innere Verbindung der beiden Schenkel ist mit einer Hohlkehle 13 ausgebildet.The device shown is a one-piece, producible plastic profile, which consists of the two angle profiles designated by the number 1, which are connected to each other in the manner of bridges, using uniformly set, elastic connecting profile sections 3 and 4. A cavity 2, which represents the expansion joint, is formed between these two bridges. The two legs 11 and 12 of the two angle profiles 1 have approximately the same cross-sectional thickness. The inner connection of the two legs is formed with a groove 13.

Die weich eingestellten Verbindungsbrücken 3 bzw. 4 setzen am oberen Abschnitt der Abschlußschenkel 11 bzw. bezüglich der Brücke 4 im unteren Eckbereich der Winkelprofile 1 an. Diese beiden Verbindungsbrücken 3 und 4 sind gegeneinander gewölbt ausgebildet.The softly set connecting bridges 3 and 4 set the angle at the upper section of the end limb 11 or with respect to the bridge 4 in the lower corner region profile 1. These two connecting bridges 3 and 4 are arched against each other.

Zur Verklammerung im Estrich oder Beton sind an den Innenseiten der Abschlußschenkel 11 geringfügig schräg gerichtet Verklammerungsstege 15 angeformt mit äußeren Verbreiterungsrippen 151. Der besseren Verklammerung dienen ebenfalls die am Befestigungsschenkel jeweils innen endseitig vorgesehenen hinterschnittenen Stege 14. Im Befestigungsschenkel 12 und im Verklammerungssteg 15 können noch Durchbrechungen vorgesehen sein.Clamping webs 15 are formed slightly obliquely on the inside of the end legs 11 for scrapping in screed or concrete, with outer widening ribs 151. The undercut webs 14 provided on the inside of the fastening leg on the inside of the fastening leg also serve as openings be provided.

Es besteht auch die Möglichkeit, eine solche Vorrichtung aus zwei Metallprofilen 1 auszubilden, die fabrikatorisch dauerhaft durch anvulkanisierte Gummiprofile 3 bzw. 4 verbunden sind.There is also the possibility of forming such a device from two metal profiles 1, which are permanently connected by vulcanized rubber profiles 3 and 4 from a manufacturing point of view.

Bildet man die Vorrichtung aus Kunststoff aus, so kann es bei bestimmten Belastungsanforderungen zweckmäßig sein, die Winkelprofile 1 mit Metalleinlagen zu verstärken.If the device is made of plastic, it may be expedient for certain load requirements to reinforce the angle profiles 1 with metal inserts.

In den Abschlußschenkeln 11 können Bohrungen 17 vorgesehen sein, durch die eine Hülsenführung bzw. ein Führungsbolzen hindurchsteckbar sind, um einen Höhenversatz der beiden Profile 1 gegeneinander zu vermeiden.Bores 17 can be provided in the end legs 11, through which a sleeve guide or a guide pin can be inserted, in order to avoid a vertical offset of the two profiles 1 relative to one another.

Claims (6)

1. Vorrichtung zur Bildung von Dehnungsfugen in Estrichoder Betonflächen, bei der zwei Winkelprofile an ihrem zum Befestigungsschenkel senkrechten Abschlußschenkel durch ein den gebildeten Abstandsraum abdeckendes elastisches oberes Profil fest verbunden und an den Innenseiten der Schenkel Verklammerungselemente vorgesehen sind, gekennzeichnet durch ein zweites den Abstandsraum (2) von unten abschließendes elastisches Verbindungsprofil (4).1.Device for the formation of expansion joints in screed or concrete surfaces, in which two angle profiles are firmly connected on their end leg, which is perpendicular to the fastening leg, by an elastic upper profile covering the formed spacing space, and clamping elements are provided on the inside of the leg, characterized by a second spacing space (2 ) elastic connection profile (4) that closes from below. 2. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß zwei Metallwinkelprofile (1) durch anvulkanisierte Profile (3,4) aus Gummi oder einem gleichartigen Kunststoff miteinander verbunden sind.2. Device according to claim 1, characterized in that two metal angle profiles (1) by vulcanized profiles (3, 4) made of rubber or a similar plastic are connected to one another. 3. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß die Verbindungsprofile (3,4) gegeneinander gewölbt ausgebildet sind.3. Apparatus according to claim 1, characterized in that the connecting profiles (3,4) are arched against each other. 4. Vorrichtung nach Anspruch 1, gekennzeichnet durch zwei Winkelprofile (1) aus Kunststoff, an denen materialeinheitlich durch weich eingestellte elastische Kunststoffverbindungsbrücken die Verbindungsprofile (3,4) ausgebildet sind.4. The device according to claim 1, characterized by two angle profiles (1) made of plastic, on which the connecting profiles (3, 4) are formed uniformly by means of softly set elastic plastic connecting bridges. 5. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß endseitig an den Innenseiten der Befestigungsschenkel (12) der Winkelprofile (1) jeweils ein hinterschnittener Steg (14) angeformt ist.5. The device according to claim 1, characterized in that an undercut web (14) is integrally formed on the ends of the inside of the fastening legs (12) of the angle profiles (1). 6. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß an den Außenflanken der Abschlußschenkel (11) abstandshaltende Elemente vorgesehen sind, die unter erhöhten Druckbeanspruchungen verformbar sind.6. The device according to claim 1, characterized in that on the outer flanks of the end legs (11) spacing elements are provided which are deformable under increased pressure loads.
EP86101162A 1985-02-01 1986-01-29 Device for the production of expansion joints in floor- or concrete surfaces Expired EP0194435B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86101162T ATE48299T1 (en) 1985-02-01 1986-01-29 DEVICE FOR FORMING EXPANSION JOINTS IN SCREED OR CONCRETE SURFACES.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3503395 1985-02-01
DE19853503395 DE3503395A1 (en) 1985-02-01 1985-02-01 DEVICE FOR FORMING EXPANSION JOINTS IN SCREED OR CONCRETE SURFACES

Publications (3)

Publication Number Publication Date
EP0194435A2 true EP0194435A2 (en) 1986-09-17
EP0194435A3 EP0194435A3 (en) 1988-04-27
EP0194435B1 EP0194435B1 (en) 1989-11-29

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EP86101162A Expired EP0194435B1 (en) 1985-02-01 1986-01-29 Device for the production of expansion joints in floor- or concrete surfaces

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EP (1) EP0194435B1 (en)
AT (1) ATE48299T1 (en)
DE (2) DE3503395A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0275423A2 (en) * 1987-01-17 1988-07-27 Werner Schlüter Box-shaped plastic profile for the execution of dilatation joints in walls and floors
EP0321645A1 (en) * 1987-12-04 1989-06-28 Hüls Troisdorf Aktiengesellschaft Joint strip for construction joints
EP0330730A2 (en) * 1988-03-01 1989-09-06 Hüls Troisdorf Aktiengesellschaft Cover strip for spaced joint
EP0546296A1 (en) * 1991-12-13 1993-06-16 SCHLÜTER SYSTEMS GmbH Arrangement to improve the expansion joint in flooring covered with ceramic tiles
KR20060068923A (en) * 2004-12-17 2006-06-21 병 균 임 Expansion and contraction implement for preventing crevice from plaster layer of the under floor heating system
US8713878B2 (en) * 2010-06-04 2014-05-06 Alcoa Inc. Sealant joint backer support

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4841704A (en) * 1988-05-23 1989-06-27 Jarrell Stephen E Screed track for concrete slab construction
AU671528B2 (en) * 1993-04-07 1996-08-29 Sandie Holdings Pty Ltd Jointing element
AU732664B2 (en) * 1996-07-30 2001-04-26 Building Essential Services Pty Ltd Termite barrier joint and system utilising the joint
DE102010003480B4 (en) * 2010-03-30 2015-08-06 Karl-Heinz Fiedler Shrinkage joint profile and floor construction
AU2012101317B4 (en) * 2012-08-29 2014-10-30 Sandie Holdings Pty Ltd Jointing System
US9062453B1 (en) 2013-03-15 2015-06-23 E-Z Bead Llc Expansion/control joint for stucco surfaces
AT517692B1 (en) 2016-03-30 2017-04-15 AF Tec Beteiligungs GmbH DISTRIBUTION PROFILE FOR DISTRIBUTING A PLASTER APPLICABLE ON A PLASTER IN TWO SUBSTANCES
US10494818B2 (en) 2016-10-25 2019-12-03 E-Z Bead, Llc Vented stop bead apparatus, vented weep screed apparatus, and related systems and methods thereof
CA2991392C (en) 2017-01-10 2022-05-17 E-Z Bead, Llc Expansion/control joint for stucco surfaces and related systems and methods
US10648184B2 (en) 2017-09-22 2020-05-12 E-Z Bead, Llc Stop bead for panel-based siding, and related methods and systems
US11091921B2 (en) 2017-09-22 2021-08-17 E-Z Bead, Llc Stop bead for panel-based siding, and related methods and systems
US11629503B2 (en) 2019-12-13 2023-04-18 E-Z Bead, Llc Bead stop for a wall having interior cement board layer
US11180922B2 (en) 2019-12-13 2021-11-23 E-Z Bead, Llc Bead stop for a wall having in interior cement board layer

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1071864A (en) * 1913-01-29 1913-09-02 Samuel P Belt Liquid-operated damper-regulator.
DE1854931U (en) * 1962-05-03 1962-07-12 Schulte Stemmerk G M B H P ELASTIC EXPANSION JOINT COVER PROFILE.
DE7801755U1 (en) * 1978-01-21 1978-05-11 Poggi, Leo, Mailand (Italien) EXPANSION JOINT FOR CONNECTION LINES OF LARGE SURFACES IN BUILDINGS
DE2738429A1 (en) * 1976-10-22 1979-03-01 Arnulf Ing Grad Stog Plastics closing profile for use between building components - has diagonal stiffeners mounted in outer part of channel formed in dovetail-section central body
CH614481A5 (en) * 1978-01-05 1979-11-30 Honel Holdings Ag Shrinkage-gap structure for industrial floorings, floors, walls, ceilings and tunnels
DE8423936U1 (en) * 1984-08-11 1984-11-08 Migua Hammerschmidt GmbH, 5628 Heiligenhaus DEVICE FOR CLOSING A JOINT WITH AN ELASTIC BRIDGE PROFILE

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3375763A (en) * 1965-02-15 1968-04-02 Gen Tire & Rubber Co Elastomeric expansion joint
FR2241217A5 (en) * 1973-08-14 1975-03-14 Sinmast France Expansion joint seal assembly - has flexible seal strip anchored at apertured edge zones in mortar lips
DE8424097U1 (en) * 1984-08-14 1985-01-24 Phoenix Ag, 2100 Hamburg RUBBER PROFILE

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1071864A (en) * 1913-01-29 1913-09-02 Samuel P Belt Liquid-operated damper-regulator.
DE1854931U (en) * 1962-05-03 1962-07-12 Schulte Stemmerk G M B H P ELASTIC EXPANSION JOINT COVER PROFILE.
DE2738429A1 (en) * 1976-10-22 1979-03-01 Arnulf Ing Grad Stog Plastics closing profile for use between building components - has diagonal stiffeners mounted in outer part of channel formed in dovetail-section central body
CH614481A5 (en) * 1978-01-05 1979-11-30 Honel Holdings Ag Shrinkage-gap structure for industrial floorings, floors, walls, ceilings and tunnels
DE7801755U1 (en) * 1978-01-21 1978-05-11 Poggi, Leo, Mailand (Italien) EXPANSION JOINT FOR CONNECTION LINES OF LARGE SURFACES IN BUILDINGS
DE8423936U1 (en) * 1984-08-11 1984-11-08 Migua Hammerschmidt GmbH, 5628 Heiligenhaus DEVICE FOR CLOSING A JOINT WITH AN ELASTIC BRIDGE PROFILE

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0275423A2 (en) * 1987-01-17 1988-07-27 Werner Schlüter Box-shaped plastic profile for the execution of dilatation joints in walls and floors
EP0275423A3 (en) * 1987-01-17 1989-07-19 Werner Schluter Box-shaped plastic profile for the execution of dilatatibox-shaped plastic profile for the execution of dilatation joints in walls and floors on joints in walls and floors
EP0321645A1 (en) * 1987-12-04 1989-06-28 Hüls Troisdorf Aktiengesellschaft Joint strip for construction joints
EP0330730A2 (en) * 1988-03-01 1989-09-06 Hüls Troisdorf Aktiengesellschaft Cover strip for spaced joint
EP0330730A3 (en) * 1988-03-01 1991-03-06 Hüls Troisdorf Aktiengesellschaft Cover strip for spaced joint
EP0546296A1 (en) * 1991-12-13 1993-06-16 SCHLÜTER SYSTEMS GmbH Arrangement to improve the expansion joint in flooring covered with ceramic tiles
KR20060068923A (en) * 2004-12-17 2006-06-21 병 균 임 Expansion and contraction implement for preventing crevice from plaster layer of the under floor heating system
US8713878B2 (en) * 2010-06-04 2014-05-06 Alcoa Inc. Sealant joint backer support

Also Published As

Publication number Publication date
ATE48299T1 (en) 1989-12-15
EP0194435A3 (en) 1988-04-27
DE3503395C2 (en) 1988-12-22
EP0194435B1 (en) 1989-11-29
DE3667190D1 (en) 1990-01-04
DE3503395A1 (en) 1986-08-14

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