DE3503395A1 - DEVICE FOR FORMING EXPANSION JOINTS IN SCREED OR CONCRETE SURFACES - Google Patents

DEVICE FOR FORMING EXPANSION JOINTS IN SCREED OR CONCRETE SURFACES

Info

Publication number
DE3503395A1
DE3503395A1 DE19853503395 DE3503395A DE3503395A1 DE 3503395 A1 DE3503395 A1 DE 3503395A1 DE 19853503395 DE19853503395 DE 19853503395 DE 3503395 A DE3503395 A DE 3503395A DE 3503395 A1 DE3503395 A1 DE 3503395A1
Authority
DE
Germany
Prior art keywords
profiles
legs
angle profiles
end legs
plastic
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
DE19853503395
Other languages
German (de)
Other versions
DE3503395C2 (en
Inventor
Werner 5860 Iserlohn 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.)
Schlueter Systems KG
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 DE19853503395 priority Critical patent/DE3503395A1/en
Priority to EP86101162A priority patent/EP0194435B1/en
Priority to DE8686101162T priority patent/DE3667190D1/en
Priority to AT86101162T priority patent/ATE48299T1/en
Publication of DE3503395A1 publication Critical patent/DE3503395A1/en
Application granted granted Critical
Publication of DE3503395C2 publication Critical patent/DE3503395C2/de
Granted legal-status Critical Current

Links

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

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

"Vorrichtung zur Bildung von Dehnungsfugen in Estrichoder Betonflächen""Device for the formation of expansion joints in screed or Concrete surfaces "

Zur Vermeidung von Spannungen in Estrich- oder Betonflächen, die insbesondere beim Aushärten und bei thermischen Einflüssen auftreten, werden geeignete Flächenabschnitte durch Dehungsfugen getrennt. Dabei ist es üblich, zur Trennung solcher Flächen Styroporstreifen od.dgl. einzubringen über die gesamte Hohe 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.To avoid tension in screed or concrete surfaces, which occur in particular during curing and in the event of thermal influences, are suitable surface sections through Expansion joints separated. It is customary to use styrofoam strips or the like to separate such surfaces. bring in about the entire height or thickness of the screed or concrete. However, these strips are difficult to use, because they are unstable and difficult to attach.

BADBATH

Die ausgebildeten Fugen sind daher auch in der Regel wenig liniengenau. Diese Fugen sind außerdem gegen eindringende Feuchtigkeit nicht geschützt.The formed joints are therefore usually not very precise. These joints are also against penetration Moisture not protected.

Bekannt ist es auch, zur Ausbildung von Dehnungsfugen in Betonoder Estrichflächen Winkelprofile einzusetzen, die mit ihrem Befestigungsschenkel in Vertiefungen im Untergrund eingebracht werden. Bei diesen Winkelprofilen steht der zweite Schenkel, der Abschlußschenkel, senkrecht zum Befestigungsschenkel. Bei solchen bekannten Vorrichtungen ist jedoch die Befestigung der Winkelprofile und deren Ausrichtung zueinander vor der Einbringung des Estriches oder des Betons notwendig. Die gebildeten Dehnungsfugen werden später mit einer dauerelastischen Masse ausgefüllt, wobei jedoch bei auftretenden Spannungen die Gefahr besteht, daß dieses Material von den Außenseiten der Winkelprofile abreißt, so daß Feuchtigkeit in die Fugen eindringen kann.It is also known for the formation of expansion joints in concrete or Use screed surfaces angle profiles that match your Fastening legs introduced into depressions in the subsurface will. With these angle profiles, the second leg is the end leg, perpendicular to the fastening leg. at such known devices, however, is the fastening of the angle profiles and their alignment to one another before the introduction the screed or the concrete is necessary. The expansion joints that are formed are later covered with a permanently elastic Completed mass, but if stresses occur there is a risk that this material from the outside of the Tearing off angle profiles, so that moisture penetrates the joints can.

Die Aufgabe der Erfindung besteht darin, eine Vorrichtung zur Bildung von Dehnungsfugen in Estrich- oder Betonflächen vorzuschlagen, mit der in einfacher Weise liniengenau gegen Feuchtigkeit abgedichteten Fugen hergestellt werden können.The object of the invention is to propose a device for the formation of expansion joints in screed or concrete surfaces, with which joints sealed against moisture in a straight line can be produced in a simple manner.

Gelöst wird die Erfindungsaufgäbe an einer Vorrichtung nach dem Oberbegriff des Anspruches 1, die gekennzeichnet ist durch zwei mit den Außenseiten ihrer Abschlußschenkel mit Abstand gegeneinander eingerichteten Winkelprofilen, die ,in diesenThe object of the invention is achieved using a device the preamble of claim 1, which is characterized by two with the outer sides of their end legs at a distance against each other set up angle profiles, in these

BADBATH

Schenkeln dauerhaft elastisch miteinander verbunden und bei denen zumindest an den Innenseiten der Abschlußschenkel Verklammerungselemente vorgesehen sind.Legs permanently elastically connected to one another and in which at least on the inner sides of the end leg clamping elements are provided.

Dabei können zwei Metallwinkelprofile der genannten Art durch anvulkanisierte Profile miteinander aus Gummi oder einem gleichartigen Kunststoff verbunden sein. Vorzugsweise werden dabei die Abschlußschenkel dieser Winkelprofile durch ein oberes und ein unteres Gummiprofil unter Bildung eines hohlen Zwischenraumes miteinander verbunden. Diese Gummiprofile können gegeneinander gewölbt sein. Auf diese Weise können sich bei auftretenden Spannungen die Winkelprofile gegeneinander bewegen.Here, two metal angle profiles of the type mentioned can go through vulcanized profiles can be connected to one another made of rubber or a similar plastic. Preferably the End legs of this angle profile by an upper and a lower rubber profile with the formation of a hollow space connected with each other. These rubber profiles can be used against each other be arched. In this way, when stresses occur, the angle profiles can move against each other.

Nach einer bevorzugten Ausführungsart der Erfindung besteht die Vorrichtung aus zwei Winkelprofilen aus Kunststoff, 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.According to a preferred embodiment of the invention, the device consists of two angle profiles made of plastic elastic plastic connecting bridges that are made of the same material and set to be soft to connect the end legs are molded. Such profiles can be produced in the extrusion process. To reinforce the angle profiles made of plastic angle profiles or partial profiles made of metal can be used be.

Zur Erreichung einer guten Verklammerung der beiden Schenkel der Winkelprofile werden an den Innenseiten der Befestigungsschenkel geringfügig schräg gerichtete Verklammerungsstege vorstehend angeformt. Endseitig können an den InnenseitenTo achieve a good interlocking of the two legs of the angle profiles, slightly obliquely directed interlocking webs are provided on the inner sides of the fastening legs molded above. End side can be on the inside

der Befestigungsschenkel der Winkelprofile jeweils hinterschnittene Stege angeformt sein.the fastening legs of the angle profiles are each undercut Web be molded.

Der hohle Zwischenraum bei hohen Abschlußschenkeln 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 in the case of high end legs can counteract a large contact pressure of the mortar that has not set can be secured by means provided on the outer surfaces of the legs Spacer bars that are deformable when higher pressure loads occur, for example in the case of thermal expansion stresses are.

Die erfindungsgemäße fabrikatorisch vorgefertigte Vorrichtung läßt sich vor Einbringen des Mörtels auf einfache Weise höhen- und fluchtgerecht ausrichten, so daß die obere Kante gleichzeitig als höhengerechte Abziehlehre dienen kann.The prefabricated device according to the invention can be easily aligned vertically and flush before the mortar is introduced, so that the upper edge can also serve as a height-appropriate pulling gauge.

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. Die Vorrichtung kann auch mit Schrauben oder Nägeln od.dgl. auf einer Schalung befestigt werden.The device according to the invention is available in certain lengths at the point intended for the expansion joint and by accumulating lumps of mortar secured against shifting. The device can or the like with screws or nails. attached to formwork will.

Ohne daß es zu Verschiebungen der die Fuge begrenzenden
Schenkel kommen kann, lassen sich Estrich oder Beton einbringen. Die vorgefertigte 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.Without that there would be displacements of the delimiting the joint
Legs can come, screed or concrete can be brought in. The prefabricated 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, can be ruled out.

BAD ORJG.'.MAL - 7 -BAD ORJG. '. MAL - 7 -

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 on the basis of an illustrated embodiment. The figure shows a prefabricated device in cross section.

Bei der dargestellten Vorrichtung handelt es sich um ein einteilig herstellbares Kunststofprofil, 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 manufacturable plastic profile, which from the two with the number 1 designated angle profiles consists uniform material through soft, elastic connecting profile sections 3 and 4 in the manner of bridges are connected to each other. 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 Verbindung.sbrücken 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 connection bridges 3 and 4 are set on upper portion of the end legs 11 or with respect to the Bridge 4 in the lower corner area of the angle profiles 1. These both connecting bridges 3 and 4 are arched against each other educated.

Zur Verklammerung im Estrich oder Beton sind an den Innenseiten der Abschlußschenkel 11 geringfügig schräg gerichtet Verklammerungsstege 15 angeformt mit äußeren VerbreitorungsrippenFor clamping in the screed or concrete, clamping webs are directed slightly obliquely on the inside of the end legs 15 molded with outer widening ribs

Der besseren Verkleinerung dienen ebenfalls die am Befestigungsschenkel jeweils innen endseitig vorgesehenen hinterschnittenen Stege 14. 3> ßefestigungsschenkei 12 und im Verklammerungssteg 15 können noch Durchbrechungen vorgesehen sein.The ones on the fastening leg also serve for better reduction in size undercut provided in each case on the inside end Web 14 3> ßefestigungsschenkei 12 and in the clamping web 15 openings can also be provided.

Es besteht auch die Möglichkeit, eine solche Vorrichtung aus zwei Metallprofilen 1 auszubilden, die fabrikatorisch dauerhaft durch anvulkanisier te Gummiprofile 3 bzw. 4 verbunden sind.There is also the option of such a device to form two metal profiles 1, which are permanent in terms of manufacture by vulcanized te rubber profiles 3 and 4 are connected.

Bildet man die Vorrichtung aus Kunststcff aus c s--> kann es bei bestimmten Belastune ;anforderursgen zweckmäßig sein, die Winkelprofile 1 mit Metalleinlagen zu verstkkon.If the device is made of plastic from c s -> with certain loads, it can be useful to reinforce the angle profiles 1 with metal inserts.

In den Abschlu^schenkelr- Ii können Bohrungen 17 vorgesehen sein, durch die eine Hülsenführung bzw., ein ^uhrungsbolzen hindurchsteckbar sind, ui) einen Höhenvcrsatz der beiden Profile I gegeneinander :?u vermeiden,Bores 17 can be provided in the closure be through which a sleeve guide or, a ^ uhrungsbolzen can be pushed through, ui) a height difference between the two Profiles I against each other:? U avoid,

Claims (9)

Patentansprüche ojUo jClaims ojUo j 1. Vorrichtung zur Bildung von Dehnungsfugen in Estrichoder Betonflächen, bestehend aus Winkelprofilen mit einem Befestigungsschenkel und einem dazu etwa senkrechten Abschlußschenkel, gekennzeichnet durch zwei mit den Außenseiten ihrer Abschlußschenkel (11) mit Abstand gegegeneinander eingerichteten Winkelprofilen (1), die an diesen Schenkeln dauerhaft elastisch miteinander verbunden und bei denen zumindest an den Innenseiten der Abschlußschenkel (11) Verklammerungselemente (15) angeformt sind.1. Device for the formation of expansion joints in screed or Concrete surfaces, consisting of angle profiles with a fastening leg and an approximately perpendicular end leg, characterized by two with the Outer sides of their end legs (11) at a distance from one another set up angular profiles (1), which at these legs are permanently elastically connected to one another and where at least on the inner sides of the end legs (11) clamping elements (15) are integrally formed. 2. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß die beiden Metallwinkelprofile (1) durch ahvulkanisierte Profile (3,4) aus Gummi oder einem gleichartigen Kunststoff miteinander verbunden sind.2. Apparatus according to claim 1, characterized in that the two metal angle profiles (1) by ahvulkanisiert Profiles (3, 4) made of rubber or a similar plastic are connected to one another. 3. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß die Abschlußschenkel (11) der Winkelprofile (1) jeweils durch ein oberes (3) und ein unteres Gummiprofil (4) unter Bildung eines hohlen Zwischenraumes (2) miteinander verbunden sind.3. Apparatus according to claim 1, characterized in that the end legs (11) of the angle profiles (1) each through an upper (3) and a lower rubber profile (4) with the formation of a hollow space (2) with one another are connected. 4. Vorrichtung nach Anspruch 3, dadurch gekennzeichnet, daß die Gummiprofile (3,4) cjewölbt sind.4. Apparatus according to claim 3, characterized in that the rubber profiles (3, 4) are cjewölbt. 5. Vorrichtung nach Anspruch 1, gekennzeichnet durch zwei
Winkelprofile (1) aus Kunststoff, an denen zur Verbindung der Abschlußschenkel (11) materialeinheitlich weich eingestellte, elastische KunststoffVerbindungsbrücken (3,4)
angeformt sind.5. Apparatus according to claim 1, characterized by two
Angled profiles (1) made of plastic, on which elastic plastic connecting bridges (3, 4) are made of uniformly soft material to connect the end legs (11)
are molded. 6. Vorrichtung nach Anspruch 5, dadurch gekennzeichnet, daß6. Apparatus according to claim 5, characterized in that in den Winkelprofilen (1) aus Kunststoff Winkelprofile oder Teilprofile aus Metall eingebettet sind.in the angle profiles (1) made of plastic angle profiles or Partial profiles made of metal are embedded. 7. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß an den Innenseiten der Abschlußschenkel (11) abstehende
Verklammerungsstege (15) vorgesehen sind.7. Apparatus according to claim 1, characterized in that protruding on the inner sides of the end legs (11)
Clamping webs (15) are provided. 8. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß endseitig an den Innenseiten der Befestigungsschenkel (12) der Winkelprofile (1) jeweils ein hinterschnittener Steg (14) angeformt ist.8. The device according to claim 1, characterized in that the end on the inner sides of the fastening legs (12) the angle profiles (1) each have an undercut web (14) is molded. 9. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß9. Apparatus according to claim 1, characterized in that an den Außenflanken der Abschlußschenkel (II) nbstandshaltende Elemente vorgesehen sind, die unter erhöhten Druckbeanspruchungen verformbar sind.on the outer flanks of the end legs (II) nbstandshaltende Elements are provided that are deformable under increased compressive loads. BADBATH
DE19853503395 1985-02-01 1985-02-01 DEVICE FOR FORMING EXPANSION JOINTS IN SCREED OR CONCRETE SURFACES Granted DE3503395A1 (en)

Priority Applications (4)

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
EP86101162A EP0194435B1 (en) 1985-02-01 1986-01-29 Device for the production of expansion joints in floor- or concrete surfaces
DE8686101162T DE3667190D1 (en) 1985-02-01 1986-01-29 DEVICE FOR FORMING EXPANSION JOINTS IN SCREED OR CONCRETE SURFACES.
AT86101162T ATE48299T1 (en) 1985-02-01 1986-01-29 DEVICE FOR FORMING EXPANSION JOINTS IN SCREED OR CONCRETE SURFACES.

Applications Claiming Priority (1)

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

Publications (2)

Publication Number Publication Date
DE3503395A1 true DE3503395A1 (en) 1986-08-14
DE3503395C2 DE3503395C2 (en) 1988-12-22

Family

ID=6261391

Family Applications (2)

Application Number Title Priority Date Filing Date
DE19853503395 Granted DE3503395A1 (en) 1985-02-01 1985-02-01 DEVICE FOR FORMING EXPANSION JOINTS IN SCREED OR CONCRETE SURFACES
DE8686101162T Expired - Lifetime DE3667190D1 (en) 1985-02-01 1986-01-29 DEVICE FOR FORMING EXPANSION JOINTS IN SCREED OR CONCRETE SURFACES.

Family Applications After (1)

Application Number Title Priority Date Filing Date
DE8686101162T Expired - Lifetime DE3667190D1 (en) 1985-02-01 1986-01-29 DEVICE FOR FORMING EXPANSION JOINTS IN SCREED OR CONCRETE SURFACES.

Country Status (3)

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

Cited By (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
DE102010003480A1 (en) * 2010-03-30 2011-10-06 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
DE102017106736A1 (en) 2016-03-30 2017-10-05 AF Tec Beteiligungs GmbH Separating profile for subdividing a plaster body which can be applied to a plaster base into two partial areas
US10358814B2 (en) 2017-01-10 2019-07-23 Ez Bead, Llc Expansion/control joint for stucco surfaces and related systems and methods
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
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
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

Families Citing this family (6)

* 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
DE4141138C2 (en) * 1991-12-13 1993-11-11 Schlueter Systems Gmbh Device for forming an expansion joint in a floor covered with ceramic plates
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
CA2741229C (en) * 2010-06-04 2013-11-19 Alcoa Inc. Sealant joint backer support

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1854931U (en) * 1962-05-03 1962-07-12 Schulte Stemmerk G M B H P ELASTIC EXPANSION JOINT COVER PROFILE.
GB1071864A (en) * 1965-02-15 1967-06-14 Gen Tire & Rubber Co Elastomeric expansion joint
DE2438054A1 (en) * 1973-08-14 1975-04-03 Sinmast France EXPANSION JOINT WITH UNRIGIDATED PROFILE PIECE
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
DE8424097U1 (en) * 1984-08-14 1985-01-24 Phoenix Ag, 2100 Hamburg RUBBER PROFILE

Family Cites Families (1)

* 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.

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1854931U (en) * 1962-05-03 1962-07-12 Schulte Stemmerk G M B H P ELASTIC EXPANSION JOINT COVER PROFILE.
GB1071864A (en) * 1965-02-15 1967-06-14 Gen Tire & Rubber Co Elastomeric expansion joint
DE2438054A1 (en) * 1973-08-14 1975-04-03 Sinmast France EXPANSION JOINT WITH UNRIGIDATED PROFILE PIECE
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
DE8424097U1 (en) * 1984-08-14 1985-01-24 Phoenix Ag, 2100 Hamburg RUBBER PROFILE

Cited By (14)

* 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
DE102010003480A1 (en) * 2010-03-30 2011-10-06 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
DE102017106736A1 (en) 2016-03-30 2017-10-05 AF Tec Beteiligungs GmbH Separating profile for subdividing a plaster body which can be applied to a plaster base into two partial areas
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
US10358814B2 (en) 2017-01-10 2019-07-23 Ez 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
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

Also Published As

Publication number Publication date
EP0194435B1 (en) 1989-11-29
EP0194435A3 (en) 1988-04-27
DE3667190D1 (en) 1990-01-04
DE3503395C2 (en) 1988-12-22
EP0194435A2 (en) 1986-09-17
ATE48299T1 (en) 1989-12-15

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