EP0373243A1 - Dispositif pour la réallisation de joints de dilatation dans des planchers - Google Patents
Dispositif pour la réallisation de joints de dilatation dans des planchers Download PDFInfo
- Publication number
- EP0373243A1 EP0373243A1 EP88120851A EP88120851A EP0373243A1 EP 0373243 A1 EP0373243 A1 EP 0373243A1 EP 88120851 A EP88120851 A EP 88120851A EP 88120851 A EP88120851 A EP 88120851A EP 0373243 A1 EP0373243 A1 EP 0373243A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plastic profile
- elastic
- side walls
- angle profiles
- end legs
- 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.)
- Withdrawn
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
-
- 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
- E01C11/12—Packing of metal and plastic or elastic materials
- E01C11/126—Joints with only metal and prefabricated packing or filling
-
- 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
- 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
- E04B1/6815—Expansion elements specially adapted for wall or ceiling parts
Definitions
- the invention relates to a device for forming expansion joints in floors, consisting of two spaced-apart angle profiles made of metal, between the mutually parallel end legs are used to connect elastic plastic profiles.
- the object of the invention is to improve the elastic connection of the two angle profiles made of metal with regard to the loads occurring in a device of the type mentioned and to make it more favorable in terms of production technology.
- the one-piece, hollow-chamber-like plastic profile proposed according to the invention can be adhesively bonded to the outer surface of the side wall over a large area in a simple and inexpensive manner in terms of production technology.
- the outer sides of the side walls of the plastic profile are concave, so that chambers for receiving sufficient adhesive are formed.
- the longitudinal slitting of the lower elastic wall allows strong changes in elongation in the floor areas delimited by the device according to the invention.
- the floor panels are pulled together, so that the expansion joint widens, there is no tension on the adhesive surfaces between the side wall of the plastic profile and the end legs, since the lower wall of the plastic profile is slotted.
- the two lower wall sections previously separated by the slit are supported in the desired manner. The resulting reduction in the expansion joint is absorbed by the elastic upper wall and the lower wall.
- elastic lips are formed on the upper wall of the plastic profile, which rest on the upper rounded edges of the end legs of the angle profiles. So that the upper side of the device is flush and sealed.
- the invention also includes the suggestion to provide hose webs in a continuation downward on the side walls, which are at least partially elastic in the transverse direction.
- resiliently elastic lip webs can be integrally formed on the side of a tube web, preferably on the lowest tube web. These tube webs are used to continue the plastic profile in the expansion joint that continues in the subsurface.
- the devices for forming expansion joints are placed on a concrete or screed plate with a pre-formed expansion joint. The remaining free space between the frequently irregular side walls of the preformed expansion joints in the screed or concrete slab and the side walls of the device used can be filled with liquid grout or synthetic resin.
- the resilient elastic are additionally attached to a hose web Lip webs proposed that essentially seal the gap between the hose webs and the expansion joint side walls. Covering material made of ceramic, filler layers or the like is applied to the surface of the screed or concrete slab flush with the upper edge of the end legs of the adjacent metal profiles.
- FIG. 1 A one-piece, hollow-chamber-like plastic profile 2 is glued in between two parallel angle profiles 1 made of metal.
- the angle profiles 1 consist of a longer, multi-perforated end leg 11 and a short end leg 12 which is approximately at a right angle thereto and has a web in the upper region directed inwards.
- the plastic profile 2 is glued with an adhesive 3, the concave outer sides 221 of the side walls 22 form a corresponding chamber.
- Non-curing adhesive material is preferably used, which is applied to the outside of the plastic profile 2.
- Such a one-piece, hollow-chamber-like plastic profile 2 is formed by an upper wall 21 which is elastic due to the soft material setting, the two relatively hard side walls 22 and the lower elastic wall 23 which is slotted in the longitudinal direction.
- this continuous slot is designated by the number 231.
- elastic lips 211 are formed, which rest on the upper edges of the end legs 12 of the angle profiles 1.
- the exemplary embodiment of a device according to the invention according to FIG. 2 corresponds to the device according to FIG. 1. Only in continuation downwards on the side walls 21 of the plastic profile 2 are several tube webs 4 or 5 formed, which are connected to one another by tear-off webs 41. These tube webs are designed to be elastic at least in the transverse direction. Elastic lip webs 51 can be integrally formed on the bottom of each hose web 5.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP88120851A EP0373243A1 (fr) | 1988-12-14 | 1988-12-14 | Dispositif pour la réallisation de joints de dilatation dans des planchers |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP88120851A EP0373243A1 (fr) | 1988-12-14 | 1988-12-14 | Dispositif pour la réallisation de joints de dilatation dans des planchers |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0373243A1 true EP0373243A1 (fr) | 1990-06-20 |
Family
ID=8199659
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP88120851A Withdrawn EP0373243A1 (fr) | 1988-12-14 | 1988-12-14 | Dispositif pour la réallisation de joints de dilatation dans des planchers |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP0373243A1 (fr) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4141138A1 (de) * | 1991-12-13 | 1993-06-17 | Schlueter Systems Gmbh | Vorrichtung zur ausbildung einer dehnungsfuge in einem mit keramikplatten belegten boden |
DE4341224A1 (de) * | 1993-02-06 | 1994-08-11 | Heinrich Pulm Gmbh | Verschlußvorrichtung |
DE4427437C1 (de) * | 1994-08-03 | 1995-08-24 | Schlueter Systems Gmbh | Vorrichtung zur Ausbildung von Dehnungsfugen |
WO1996026332A1 (fr) * | 1995-02-21 | 1996-08-29 | Minnesota Mining And Manufacturing Company | Joint dynamique protege a barriere coupe-feu |
WO2006016131A2 (fr) * | 2004-08-07 | 2006-02-16 | Stirling Lloyd Polychem Limited | Ensemble de joint d’expansion mixte |
EP1801309A2 (fr) * | 2005-12-23 | 2007-06-27 | VWS-Befestigungstechnik GmbH | Profilé pour compenser des mouvements |
DE102009050698A1 (de) * | 2009-10-26 | 2011-04-28 | San.Re.Mo Gmbh | Verbindungsvorrichtung für flächige Bauelemente |
DE102015116591A1 (de) | 2015-09-30 | 2017-03-30 | Airbus Operations Gmbh | Profil zum Verbinden einer Fußbodenstruktur und Dichtungssystem für eine Fußbodenstruktur |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1569131A (fr) * | 1967-04-24 | 1969-05-30 | ||
FR2411545A7 (fr) * | 1977-12-09 | 1979-07-06 | Poggi Leo | Joint de dilatation, specialement destine aux dallages |
FR2412236A7 (fr) * | 1977-12-14 | 1979-07-13 | Poggi Leo | Joint de dilatation perfectionne, particulierement destine aux dallages de sol soumis a une forte usure |
DE3503394A1 (de) * | 1985-02-01 | 1986-08-14 | Werner 5860 Iserlohn Schlüter | Vorrichtung zur bildung von dehnungsfugen in boeden oder waenden mit starren belaegen, insbesondere mit keramikplatten |
-
1988
- 1988-12-14 EP EP88120851A patent/EP0373243A1/fr not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1569131A (fr) * | 1967-04-24 | 1969-05-30 | ||
FR2411545A7 (fr) * | 1977-12-09 | 1979-07-06 | Poggi Leo | Joint de dilatation, specialement destine aux dallages |
FR2412236A7 (fr) * | 1977-12-14 | 1979-07-13 | Poggi Leo | Joint de dilatation perfectionne, particulierement destine aux dallages de sol soumis a une forte usure |
DE3503394A1 (de) * | 1985-02-01 | 1986-08-14 | Werner 5860 Iserlohn Schlüter | Vorrichtung zur bildung von dehnungsfugen in boeden oder waenden mit starren belaegen, insbesondere mit keramikplatten |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0546296B1 (fr) * | 1991-12-13 | 1995-01-18 | SCHLÜTER SYSTEMS GmbH | Dispositif de perfectionnement d'un joint de dilatation dans un sol couvert par des carreaux de céramique |
DE4141138A1 (de) * | 1991-12-13 | 1993-06-17 | Schlueter Systems Gmbh | Vorrichtung zur ausbildung einer dehnungsfuge in einem mit keramikplatten belegten boden |
DE4341224C2 (de) * | 1993-02-06 | 1998-03-12 | Heinrich Pulm Gmbh | Verschlußvorrichtung |
DE4341224A1 (de) * | 1993-02-06 | 1994-08-11 | Heinrich Pulm Gmbh | Verschlußvorrichtung |
DE4427437C1 (de) * | 1994-08-03 | 1995-08-24 | Schlueter Systems Gmbh | Vorrichtung zur Ausbildung von Dehnungsfugen |
US5765332A (en) * | 1995-02-21 | 1998-06-16 | Minnesota Mining And Manufacturing Company | Fire barrier protected dynamic joint |
WO1996026332A1 (fr) * | 1995-02-21 | 1996-08-29 | Minnesota Mining And Manufacturing Company | Joint dynamique protege a barriere coupe-feu |
WO2006016131A2 (fr) * | 2004-08-07 | 2006-02-16 | Stirling Lloyd Polychem Limited | Ensemble de joint d’expansion mixte |
WO2006016131A3 (fr) * | 2004-08-07 | 2006-06-01 | Stirling Lloyd Polychem Ltd | Ensemble de joint d’expansion mixte |
EP1801309A2 (fr) * | 2005-12-23 | 2007-06-27 | VWS-Befestigungstechnik GmbH | Profilé pour compenser des mouvements |
EP1801309A3 (fr) * | 2005-12-23 | 2008-01-23 | VWS-Befestigungstechnik GmbH | Profilé pour compenser des mouvements |
DE102009050698A1 (de) * | 2009-10-26 | 2011-04-28 | San.Re.Mo Gmbh | Verbindungsvorrichtung für flächige Bauelemente |
DE102015116591A1 (de) | 2015-09-30 | 2017-03-30 | Airbus Operations Gmbh | Profil zum Verbinden einer Fußbodenstruktur und Dichtungssystem für eine Fußbodenstruktur |
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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 |
|
17P | Request for examination filed |
Effective date: 19890831 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH DE ES FR GB GR IT LI LU NL SE |
|
17Q | First examination report despatched |
Effective date: 19911107 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION HAS BEEN WITHDRAWN |
|
18W | Application withdrawn |
Withdrawal date: 19920213 |