EP0194435B1 - 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

Info

Publication number
EP0194435B1
EP0194435B1 EP86101162A EP86101162A EP0194435B1 EP 0194435 B1 EP0194435 B1 EP 0194435B1 EP 86101162 A EP86101162 A EP 86101162A EP 86101162 A EP86101162 A EP 86101162A EP 0194435 B1 EP0194435 B1 EP 0194435B1
Authority
EP
European Patent Office
Prior art keywords
shank
edge rails
rails
connecting bridges
securing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
EP86101162A
Other languages
German (de)
French (fr)
Other versions
EP0194435A3 (en
EP0194435A2 (en
Inventor
Werner Schlüter
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.)
Individual
Original Assignee
Individual
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 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

Links

Images

Classifications

    • 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 invention relates to a device for forming expansion joints in screed or concrete surfaces according to the preamble of claim 1.
  • the invention has for its object to provide a device of the type mentioned in such a way that a sufficient clamping of the angle profiles in the adjoining screed or concrete is ensured and that a sufficiently stressable sealing of the joint space in the tensile and compressive direction is ensured.
  • Such devices can be designed in different ways, for example according to claim 2.
  • such a device consists of two plastic angle profiles, on which are made of the same material, but are soft-set and elastic connecting bridges.
  • Such devices can be manufactured in the extrusion process.
  • slightly inclined clamping webs are formed above on the inside of the fastening legs.
  • Undercut webs can be integrally formed on the inside of the fastening legs of the angle profiles.
  • the hollow space between the two angle profiles can be secured, in particular in the case of high end legs, against a large pressure load of the mortar which has not set, by means of spacing elements provided on the flanks of the end legs which are directed towards the cavity and which are deformable under increased pressure loads.
  • the prefabricated device according to the invention can be aligned in a simple manner in accordance with the height and alignment before the mortar or concrete is introduced, so that the upper edge can simultaneously serve as a height-appropriate pull-off gauge.
  • the device according to the invention is set up in certain lengths at the location provided for the formation of the expansion joint and secured against displacement by the accumulation of mortar chunks. Temporary fastening with screws or nails, for example on formwork, is also possible.
  • the devices according to the invention can be installed in screed or concrete without the limbs delimiting the joint being displaced.
  • the elastic connection of the two angle profiles safely absorbs the stresses that arise. A tearing off of the elastic connection, as can occur with conventional elastic sealing compounds, must be ruled out. A secure seal of the corresponding expansion joint is guaranteed.
  • a box-shaped spacing profile can also be found, on which outer fastening tongues are arranged in the lower region (FIG. 3.1).
  • Such a box profile is designed to be elastic overall and therefore cannot support the screed or concrete surfaces in the necessary manner during the introduction of the mortar or concrete.
  • Devices for closing a joint known from DE-GM 84 23 936 are not suitable to a sufficient extent to absorb the stresses occurring in the adjacent delimitation fields and at the same time to ensure adequate sealing from above. With such a device there is also the risk that moisture penetrates from below, which freezes in the event of frost and can destroy the structure.
  • the invention is explained in more detail below with the aid of an illustrated exemplary embodiment.
  • the figure shows a device according to the invention in cross section.
  • 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 one another by means of softly set, elastic connecting bridges 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 are attached to the upper section of the end legs 11 or with respect to the bridge 4 in the lower corner region of the angle profiles 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 spreading 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.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Paving Structures (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Floor Finish (AREA)
  • Building Environments (AREA)

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

Die Erfindung betrifft eine Vorrichtung zur Ausbildung von Dehnungsfugen in Estrich- oder Betonflächen nach dem Oberbegriff des Anspruches 1.The invention relates to a device for forming expansion joints in screed or concrete surfaces according to the preamble of claim 1.

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. Dicke des Estriches bzw. des Betons. Diese Streifen lassen sich allerdings nur schwer einsetzen, da sie unstabil sind und sich nur schwer befestigen lassen. Die ausgebildeten Fugen sind in solchen Fällen daher auch in der Regel wenig liniengenau. Solche Fugen sind ausserdem nicht gegen eindringende Feuchtigkeit geschützt.In order to avoid stresses in screed or concrete surfaces, which occur particularly 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 strips are difficult to use because they are unstable and difficult to attach. In such cases, the joints formed are therefore generally not very precise. Such joints are also not protected against the ingress of moisture.

Aus der DE-OS 24 38 054 ist eine Vorrichtung zur Ausbildung von Dehnungsfugen in Estrich-oder Betonflächen bekannt, bei der zwei Winkelprofile an ihrem zum Befestigungsschenkel senkrechten Abschlussschenkel elastisch miteinander verbunden sind. Zwischen die beiden Abschlussschenkel ist ein unstarres Profilstück oder Elastomerschaumstoffband geklebt. Jedes Winkelprofil ist lediglich durch seinen einen Schenkel, nämlich dem Befestigungsschenkel, in der Estrich- bzw. Betonfläche verankert.From DE-OS 24 38 054 a device for forming expansion joints in screed or concrete surfaces is known, in which two angle profiles are elastically connected to one another at their end leg perpendicular to the fastening leg. A non-rigid profile piece or elastomer foam tape is glued between the two end legs. Each angle profile is only anchored in the screed or concrete surface by its one leg, namely the fastening leg.

Bei einer solchen Vorrichtung besteht die Gefahr, dass der Verbund zwischen Estrich- bzw. Betonfläche und der glatten Innenflanke des senkrechten Abschlussschenkels unzureichend ist und es dadurch zu Rissen zwischen der Estrich- bzw. Betonfläche und dem Abschlussschenkel kommt, wodurch die Dichtheit der Vorrichtung in Frage gestellt wird. Es besteht ausserdem die Gefahr, dass sich bei grösserer Dehnungsbeanspruchung einer solchen Vorrichtung das zwischen die Abschlussschenkel geklebte unstarre Profilstück oder Elastomerschaumstoffband von den Aussenflanken der Abschlussschenkel der Winkelprofile ablöst, wodurch wiederum Undichtigkeiten an der Vorrichtung entstehen.With such a device, there is a risk that the bond between the screed or concrete surface and the smooth inner flank of the vertical end leg is inadequate, and this will result in cracks between the screed or concrete surface and the end leg, thereby compromising the tightness of the device is provided. There is also the risk that when such a device is subjected to greater strain, the non-rigid profile piece or elastomer foam tape glued between the end legs detaches from the outer flanks of the end legs of the angle profiles, which in turn causes leaks in the device.

Der Erfindung liegt die Aufgabe zugrunde, eine Vorrichtung der eingangs genannten Art so auszubilden, dass eine ausreichende Verklammerung der Winkelprofile in dem angrenzenden Estrich bzw. Beton gewährleistet ist und dass eine in Zug- und Druckrichtung ausreichend beanspruchbare Abdichtung des Fugenraumes gewährleistet ist.The invention has for its object to provide a device of the type mentioned in such a way that a sufficient clamping of the angle profiles in the adjoining screed or concrete is ensured and that a sufficiently stressable sealing of the joint space in the tensile and compressive direction is ensured.

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.

Solche Vorrichtungen können auf verschiedene Weise konzipiert werden, beispielsweise entsprechend Anspruch 2.Such devices can be designed in different ways, for example according to claim 2.

Nach einer bevorzugten Ausführungsart der Erfindung besteht eine solche Vorrichtung aus zwei Winkelprofilen aus Kunststoff, an denen aus dem gleichen Material bestehende, jedoch weicheingestellte und elastische Verbindungsbrücken ausgebildet sind. Solche Vorrichtungen lassen sich im Strangpressverfahren herstellen.According to a preferred embodiment of the invention, such a device consists of two plastic angle profiles, on which are made of the same material, but are soft-set and elastic connecting bridges. Such devices can be manufactured in the extrusion process.

Zur Erreichung einer guten Verklammerung der beiden Schenkel der Winkelprofile sind erfindungsgemäss an den Innenseiten der Befestigungsschenkel geringfügig schräg gerichtete Verklammerungsstege vorstehend angeformt. Endseitig können an den Innenseiten der Befestigungsschenkel der Winkelprofile jeweils hinterschnittene Stege angeformt sein.In order to achieve a good clamping of the two legs of the angle profiles, slightly inclined clamping webs are formed above on the inside of the fastening legs. Undercut webs can be integrally formed on the inside of the fastening legs of the angle profiles.

Der hohle Zwischenraum zwischen den beiden Winkelprofilen kann insbesondere bei hohen Abschlussschenkeln gegen eine grosse Andrücklast des nicht abgebundenen Mörtels gesichert werden durch an den zum Hohlraum gerichteten Flanken der Abschlussschenkel vorgesehene abstandshaltende Elemente, die unter erhöhten Druckbeanspruchungen verformbar sind.The hollow space between the two angle profiles can be secured, in particular in the case of high end legs, against a large pressure load of the mortar which has not set, by means of spacing elements provided on the flanks of the end legs which are directed towards the cavity and which are deformable under increased pressure loads.

Die erfindungsgemässe fabrikatorisch vorgefertigte Vorrichtung lässt sich vor Einbringen des Mörtels oder Betons auf einfache Weise höhen-und fluchtgerecht ausrichten, so dass die obere Kante gleichzeitig als höhengerechte Abziehlehre dienen kann. Die erfindungsgemässe Vorrichtung wird in bestimmten Längen an der Stelle, die für die Bildung der Dehnungsfuge vorgesehen ist, aufgestellt und durch Anhäufung von Mörtelbatzen gegen Verschieben gesichert. Eine vorläufige Befestigung mit Schrauben oder Nägeln, beispielsweise auf einer Schalung, ist ebenfalls möglich.The prefabricated device according to the invention can be aligned in a simple manner in accordance with the height and alignment before the mortar or concrete is introduced, so that the upper edge can simultaneously serve as a height-appropriate pull-off gauge. The device according to the invention is set up in certain lengths at the location provided for the formation of the expansion joint and secured against displacement by the accumulation of mortar chunks. Temporary fastening with screws or nails, for example on formwork, is also possible.

Die erfindungsgemässen Vorrichtungen lassen sich in Estrich oder Beton einbringen, ohne dass es zu Verschiebungen der die Fuge begrenzenden Schenkel kommen kann. Die elastische Verbindung der beiden Winkelprofile nimmt in sicherer Weise entstehende Spannungen auf. Ein Abreissen der elastischen Verbindung, wie sie bei herkömmlichen elastischen Versiegelungsmassen vorkommen kann, ist auszuschliessen. Eine sichere Abdichtung der entsprechenden Dehnungsfuge ist gewährleistet.The devices according to the invention can be installed in screed or concrete without the limbs delimiting the joint being displaced. The elastic connection of the two angle profiles safely absorbs the stresses that arise. A tearing off of the elastic connection, as can occur with conventional elastic sealing compounds, must be ruled out. A secure seal of the corresponding expansion joint is guaranteed.

Aus der bereits genannten DE-OS 24 38 054 ist ausserdem ein kastenförmiges Abstandsprofil zu entnehmen, an dem im unteren Bereich äussere Befestigungszungen angeordnet sind (Fig. 3.1). Ein solches Kastenprofil ist insgesamt elastisch ausgebildet und kann daher nicht in der notwendigen Weise die Estrich- oder Betonflächen während des Einbringens des Mörtels oder Beton abstützen.From the already mentioned DE-OS 24 38 054, a box-shaped spacing profile can also be found, on which outer fastening tongues are arranged in the lower region (FIG. 3.1). Such a box profile is designed to be elastic overall and therefore cannot support the screed or concrete surfaces in the necessary manner during the introduction of the mortar or concrete.

Aus dem DE-GM 84 23 936 bekannte Vorrichtungen zum Verschliessen einer Fuge sind nicht in ausreichendem Masse geeignet, die auftretenden Spannungen in den benachbarten Begrenzungsfeldern aufzunehmen und dabei gleichzeitig eine ausreichende Abdichtung von oben zu gewährleisten. Bei einer solchen Vorrichtung besteht ausserdem die Gefahr, dass von unten Feuchtigkeit eindringt, die im Frostfalle gefriert und den Aufbau zerstören kann.Devices for closing a joint known from DE-GM 84 23 936 are not suitable to a sufficient extent to absorb the stresses occurring in the adjacent delimitation fields and at the same time to ensure adequate sealing from above. With such a device there is also the risk that moisture penetrates from below, which freezes in the event of frost and can destroy the structure.

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

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 Verbindungsbrücken 3 und 4 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 one another by means of softly set, elastic connecting bridges 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 weicheingestellten 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 are attached to the upper section of the end legs 11 or with respect to the bridge 4 in the lower corner region of the angle profiles 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 Verbreitungsrippen 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 spreading 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. 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 ).
2. Device according to claim 1, characterised in that the edge rails (1 ) are formed from metal, and in that the connecting bridges (3, 4), which are formed from rubber or a similar plastics material, are prevulcanised.
3. Device according to claim 1 or 2, characterised in that the edge rails (1) are formed from plastics material, and connecting bridges (3, 4), which are formed from the same material, but are softset and resilient, are provided on said rails.
4. Device according to any of claims 1-3, characterised in that an undercut web (14), serving as a clamping element, is provided on each end of the inner surfaces of the securing shanks (12) of the edge rails (1).
5. Device according to any of claims 1-4, characterised in that clamping webs (15), with outer extension ribs (151), are provided as clamping elements on the inner surfaces of the end shank (11), and they extend in a slightly inclined manner.
6. Device according to any of claims 1-5, characterised in that spacer elements are disposed on the sides of the end shanks (11) directed towards the cavity, and they are deformable under high 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
DE19853503395 DE3503395A1 (en) 1985-02-01 1985-02-01 DEVICE FOR FORMING EXPANSION JOINTS IN SCREED OR CONCRETE SURFACES
DE3503395 1985-02-01

Publications (3)

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

Family

ID=6261391

Family Applications (1)

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

Country Status (3)

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

Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3701220A1 (en) * 1987-01-17 1988-07-28 Werner Schlueter BOX-SHAPED PROFILE MADE OF PLASTIC FOR TRAINING RELAXATION JOINTS IN FLOORS AND WALLS
EP0321645A1 (en) * 1987-12-04 1989-06-28 Hüls Troisdorf Aktiengesellschaft Joint strip for construction joints
DE3806509A1 (en) * 1988-03-01 1989-09-14 Niederberg Chemie JOINT TAPE FOR ROOM JOINTS
US4841704A (en) * 1988-05-23 1989-06-27 Jarrell Stephen E Screed track for concrete slab construction
DE4141138C2 (en) * 1991-12-13 1993-11-11 Schlueter Systems Gmbh Device for forming an expansion joint in a floor covered with ceramic plates
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
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
DE102010003480B4 (en) * 2010-03-30 2015-08-06 Karl-Heinz Fiedler Shrinkage joint profile and floor construction
CA2741229C (en) * 2010-06-04 2013-11-19 Alcoa Inc. Sealant joint backer support
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
US11091921B2 (en) 2017-09-22 2021-08-17 E-Z Bead, Llc Stop bead for panel-based siding, and related methods and systems
US10648184B2 (en) 2017-09-22 2020-05-12 E-Z Bead, Llc Stop bead for panel-based siding, and related methods and systems
US11180922B2 (en) 2019-12-13 2021-11-23 E-Z Bead, Llc Bead stop for a wall having in interior cement board layer
US11629503B2 (en) 2019-12-13 2023-04-18 E-Z Bead, Llc Bead stop for a wall having interior cement board layer

Family Cites Families (9)

* 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.
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
DE2647839C3 (en) * 1976-10-22 1979-02-01 Stog, Arnulf, Ing.(Grad.), 8000 Muenchen Joint sealing profile made of plastic to close a joint
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
DE8424097U1 (en) * 1984-08-14 1985-01-24 Phoenix Ag, 2100 Hamburg RUBBER PROFILE

Also Published As

Publication number Publication date
EP0194435A3 (en) 1988-04-27
EP0194435A2 (en) 1986-09-17
DE3667190D1 (en) 1990-01-04
DE3503395A1 (en) 1986-08-14
ATE48299T1 (en) 1989-12-15
DE3503395C2 (en) 1988-12-22

Similar Documents

Publication Publication Date Title
EP0194435B1 (en) Device for the production of expansion joints in floor- or concrete surfaces
EP0546296B1 (en) Arrangement to improve the expansion joint in flooring covered with ceramic tiles
EP0805240A1 (en) Construction set for a wall
WO1989004897A1 (en) Protective lath making a plaster joint when plastering a wall
EP1223265A2 (en) Parquet panel
EP0585663A1 (en) Cladding element for floors, ceilings and walls
EP0547347B1 (en) Arrangement to improve a junction joint between two right angled adjacent surfaces with rigid linings
DE19722349A1 (en) Profile to be glued on the subsurface to complete installed ceramic plates or the like
EP0059776A1 (en) Wall lining of slabs
DE19901418A1 (en) Sealing profile to be arranged in the rebate area of a facade or a skylight
EP1337725A1 (en) Method for fixing insulating boards and corresponding dowel
EP0165611A2 (en) Dilatation strip
DE2647839B2 (en) Joint sealing profile made of plastic to close a joint
DE3503394C2 (en)
DE2242317A1 (en) WALL CLADDING, IN PARTICULAR CURTAINED FACADE, FOR PRE-FABRICATED CONCRETE PARTS
EP2708674A2 (en) Plastering strip, final rail and plaster chamfer
DE8502738U1 (en) Device for the formation of expansion joints in floors or walls with rigid coverings, in particular with ceramic plates
DE3323643A1 (en) CORNER CONNECTION BETWEEN FLOOR-WALL FINISHED PARTS
EP2206845B1 (en) Joint profile
EP0275423B1 (en) Box-shaped plastic profile for the execution of dilatation joints in walls and floors
DE60009125T2 (en) FAIRING ELEMENT WITH INTERLOCKING PARTS THAT CONNECT TO A JOINT AND METHOD FOR THE MANUFACTURE
DE29710530U1 (en) Device for filling joints in floors or walls
DE8502739U1 (en) Device for the formation of expansion joints in screed or concrete surfaces
EP0405108A1 (en) L-formed edging strip
AT371527B (en) STRIP WITH Z-SHAPED CROSS-SECTION TO COMPLETE CERAMIC PANELS ON ONE STAGE OD. DGL.

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

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

17P Request for examination filed

Effective date: 19870121

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

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

17Q First examination report despatched

Effective date: 19890512

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

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

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

Ref country code: SE

Effective date: 19891129

REF Corresponds to:

Ref document number: 48299

Country of ref document: AT

Date of ref document: 19891215

Kind code of ref document: T

ET Fr: translation filed
REF Corresponds to:

Ref document number: 3667190

Country of ref document: DE

Date of ref document: 19900104

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: 19900131

ITF It: translation for a ep patent filed

Owner name: SOCIETA' ITALIANA BREVETTI S.P.A.

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

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

Ref country code: DE

Effective date: 19901002

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

Ref country code: CH

Payment date: 19930217

Year of fee payment: 8

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

Ref country code: AT

Payment date: 19940125

Year of fee payment: 9

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

Ref country code: LI

Effective date: 19940131

Ref country code: CH

Effective date: 19940131

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: FR

Payment date: 19950116

Year of fee payment: 10

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

Ref country code: AT

Effective date: 19950129

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

Ref country code: NL

Payment date: 19950131

Year of fee payment: 10

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

Ref country code: BE

Payment date: 19950202

Year of fee payment: 10

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

Ref country code: GB

Payment date: 19951114

Year of fee payment: 11

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

Ref country code: BE

Effective date: 19960131

BERE Be: lapsed

Owner name: SCHLUTER WERNER

Effective date: 19960131

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

Ref country code: NL

Effective date: 19960801

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

Ref country code: FR

Effective date: 19960930

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 19960801

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

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

Ref country code: GB

Effective date: 19970129

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

Effective date: 19970129

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

Ref country code: IT

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

Effective date: 20050129