EP0894908A1 - Sealing for joints of buildings and roadways - Google Patents
Sealing for joints of buildings and roadways Download PDFInfo
- Publication number
- EP0894908A1 EP0894908A1 EP98112624A EP98112624A EP0894908A1 EP 0894908 A1 EP0894908 A1 EP 0894908A1 EP 98112624 A EP98112624 A EP 98112624A EP 98112624 A EP98112624 A EP 98112624A EP 0894908 A1 EP0894908 A1 EP 0894908A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- seal
- joint
- filled
- seal according
- cross
- 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- Withdrawn
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Classifications
-
- 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
- E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
-
- 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
- E04B1/6813—Compressable seals of hollow form
Definitions
- the present invention proposes a seal for joints of buildings and traffic routes in the form a band-shaped hollow body with at least some areas elastic wall in front, the hollow body after insertion in the joint with a viscous and / or hardening medium fillable and therefore expandable and with the joint edges is compressible.
- Resins for example, Gels or hardening foams can be used.
- All kinds of waxes, bitumen or similar, for road surfaces Materials used can be used as filling media. This ensures that in the event of material fatigue the joint tape, which is preferably made of an elastomer can be made, the filling medium can not escape. The The sealing effect therefore remains even over very long periods of time receive.
- Seals according to the invention are also fewer susceptible to mechanical damage such as compressed air Hollow body seals in which there is always a violation of the Outer skin and a related loss of sealing effect must be feared.
- the seal can expediently have a cross-sectional shape adapted to the joint cross-section. For example, polygonal, trapezoidal, oval or round cross-sectional shapes, but also any other, technically producible cross-sectional shape, conceivable.
- the unfilled Condition is the cross section of the joint tape is smaller than that of the joint cavity. This makes it possible Lay joint tape without problems. Hammering in or pressing in as with solid joint tapes, is not necessary here.
- the Sealing effect only occurs when the hollow body is filled with the viscous and / or hardening medium.
- the adhesion of the joint tape in the joint cavity can be the outer Surface of the seal at least on the joint tapes adjacent areas should be roughened.
- the seals of the invention can by the used Materials and by being designed as a medium filled hollow body also compensate for movements of the joint edges.
- the joint seal is also between two plates moving against each other.
- the single figure shows a joint 10 between two plates 11 and 12, the joint 10 at its upper end by a Seal 13 is sealed.
- the seal 13 consists of a Hollow profile body 13.1, which has a viscous inside and / or hardening material such as a resin Gel or a foam 13.2 is filled.
- the hollow body 13.1 consists of an elastomer and is used when filling the material 13.2 stretched, putting himself under pressure against the Joint edges 10.1 and 10.2 are created. Because of the at least limited elastic properties of the seal 13 can this also relative movements of the two plates 11 and 12 to one another, compensate, which are indicated by arrows 14, 15 and 16.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Sealing Material Composition (AREA)
Abstract
Description
Zur Abdeckung von Fugen an Gebäuden, insbesondere an Wohngebäuden in Plattenbauweise, aber auch zwischen Fahrbahnplatten oder in Klärbecken werden heutzutage Fugenbänder eingesetzt. Diese aus einem Elastomer bestehenden Bänder dichten die Fuge aufgrund ihrer elastischen Verformung ab. Sie weisen hierzu einen gegenüber dem Fugenquerschnitt vergrößerten Querschnitt auf und werden beispielsweise durch Einschlagen oder Einpressen in die Fuge gedrückt, wodurch die Bänder komprimiert werden. Die dadurch entstehenden Rückstellkräfte des Fugenbandes sorgen für eine Abdichtung des Fugenhohlraums. Die bisher im Einsatz befindlichen Fugenbänder sind zwar wirksam, jedoch nur unter großem Zeit- und Arbeitsaufwand verlegbar.For covering joints on buildings, especially on residential buildings in slab construction, but also between carriageway slabs or joint tapes are used in clarifiers today. These tapes, which consist of an elastomer, seal the joint due to their elastic deformation. You point to this a cross section enlarged compared to the joint cross section open and are, for example, by hammering or pressing pressed into the joint, which compresses the tapes. The resulting restoring forces of the joint tape provide a seal in the joint cavity. The so far in Joint tapes used are effective, but only can be installed with great time and effort.
Zur Abdichtung von Türen zu Reinräumen, Personenschleusen und dergleichen sind bereits Dichtungen bekannt, die aus einem Hohlprofil bestehen, das mittels Druckluft aufblasbar ist. Diese Dichtungen eignen sich jedoch nicht für Gebäudefugen und Fahrbahnbeläge, da die Dichtwirkung von der Eigendichtigkeit der Hohlprofile abhängt. Sobald die Druckluft beispielsweise durch mechanische Verletzung oder durch Materialermüdung aus der Dichtung entweicht, ist die Dichtwirkung nicht mehr gegeben. For sealing doors to clean rooms, security gates and Such seals are already known, which from a Hollow profile exist, which is inflatable by means of compressed air. However, these seals are not suitable for building joints and Road surface coverings, since the sealing effect depends on the inherent tightness depends on the hollow profiles. As soon as the compressed air, for example due to mechanical injury or material fatigue the seal escapes, the sealing effect is no longer given.
Zur Abhilfe dieses Problems schlägt die vorliegende Erfindung eine Dichtung für Fugen von Gebäuden und Verkehrswegen in Form eines bandförmigen Hohlkörpers mit mindestens bereichsweise elastischer Wandung vor, wobei der Hohlkörper nach Einlegen in die Fuge mit einem zähfließenden und/oder aushärtenden Medium ausfüllbar und dadurch ausdehnbar und mit den Fugenrändern verpreßbar ist. Als Füllmedien können beispielsweise Harze, Gele oder auch aushärtende Schäume verwendet werden. Auch Wachse aller Art, Bitumen oder ähnliche, für Straßenbeläge eingesetzte Materialien können als Füllmedien verwendet werden. Hierdurch ist gewährleistet, daß bei einer Materialermüdung des Fugenbandes, das vorzugsweise aus einem Elastomer gefertigt sein kann, das Füllmedium nicht entweichen kann. Die Dichtwirkung bleibt also auch über sehr lange Zeiträume hinweg erhalten. Erfindungsgemäße Dichtungen sind außerdem weniger anfällig gegen mechanische Zerstörungen wie druckluftbefüllte Hohlkörperdichtungen, bei denen stets eine Verletzung der Außenhaut und ein damit verbundener Verlust der Dichtwirkung befürchtet werden muß. Die Dichtung kann zweckmäßigerweise eine dem Fugenquerschnitt angepaßte Querschnittsform aufweisen. So sind beispielsweise mehreckige, trapezförmige, ovale oder runde Querschnittsformen, aber auch jede andere, technisch herstellbare Querschnittsform, denkbar. Im nicht ausgefüllten Zustand ist der Querschnitt des Fugenbandes kleiner als derjenige des Fugenhohlraums. Hierdurch läßt sich das Fugenband problemlos verlegen. Ein Einschlagen oder Einpressen wie bei massiven Fugenbändern ist hier nicht notwendig. Die Dichtwirkung entsteht erst mit Befüllen des Hohlkörpers mit dem zähfließenden und/oder aushärtenden Medium. Zur Erhöhung der Haftung des Fugenbandes im Fugenhohlraum kann die äußere Oberfläche der Dichtung mindestens an den an den Fugenbändern anliegenden Stellen aufgerauht sein. To remedy this problem, the present invention proposes a seal for joints of buildings and traffic routes in the form a band-shaped hollow body with at least some areas elastic wall in front, the hollow body after insertion in the joint with a viscous and / or hardening medium fillable and therefore expandable and with the joint edges is compressible. Resins, for example, Gels or hardening foams can be used. Also All kinds of waxes, bitumen or similar, for road surfaces Materials used can be used as filling media. This ensures that in the event of material fatigue the joint tape, which is preferably made of an elastomer can be made, the filling medium can not escape. The The sealing effect therefore remains even over very long periods of time receive. Seals according to the invention are also fewer susceptible to mechanical damage such as compressed air Hollow body seals in which there is always a violation of the Outer skin and a related loss of sealing effect must be feared. The seal can expediently have a cross-sectional shape adapted to the joint cross-section. For example, polygonal, trapezoidal, oval or round cross-sectional shapes, but also any other, technically producible cross-sectional shape, conceivable. In the unfilled Condition is the cross section of the joint tape is smaller than that of the joint cavity. This makes it possible Lay joint tape without problems. Hammering in or pressing in as with solid joint tapes, is not necessary here. The Sealing effect only occurs when the hollow body is filled with the viscous and / or hardening medium. To increase The adhesion of the joint tape in the joint cavity can be the outer Surface of the seal at least on the joint tapes adjacent areas should be roughened.
Die erfindungsgemäßen Dichtungen können durch die verwendeten Materialien und durch die Ausgestaltung als mit einem Medium gefüllter Hohlkörper auch Bewegungen der Fugenränder ausgleichen. So ist die Fugenabdichtung beispielsweise auch zwischen zwei sich gegeneinander verschiebenden Platten gewährleistet.The seals of the invention can by the used Materials and by being designed as a medium filled hollow body also compensate for movements of the joint edges. For example, the joint seal is also between two plates moving against each other.
Nachfolgend wird ein bevorzugtes Ausführungsbeispiel einer erfindungsgemäßen Dichtung anhand der Zeichnung näher beschrieben.Below is a preferred embodiment of one Seal according to the invention described in more detail with reference to the drawing.
Die einzige Figur zeigt eine Fuge 10 zwischen zwei Platten 11
und 12, wobei die Fuge 10 an ihrem oberen Ende durch eine
Dichtung 13 abgedichtet ist. Die Dichtung 13 besteht aus einem
Hohlprofilkörper 13.1, der in seinem Inneren mit einem zähfließenden
und/oder aushärtenden Material wie ein Harz, ein
Gel oder ein Schaum 13.2 ausgefüllt ist. Der Hohlkörper 13.1
besteht aus einem Elastomer und wird beim Einfüllen des Materials
13.2 gedehnt, wodurch er sich unter Druck gegen die
Fugenränder 10.1 und 10.2 anlegt. Aufgrund der zumindest begrenzt
elastischen Eigenschaften der Dichtung 13 kann diese
auch Relativbewegungen der beiden Platten 11 und 12 zueinander,
die durch Pfeile 14, 15 und 16 angedeutet sind, ausgleichen.The single figure shows a joint 10 between two
Claims (7)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29713584U | 1997-07-31 | ||
DE29713584U DE29713584U1 (en) | 1997-07-31 | 1997-07-31 | Seal for joints in buildings and traffic routes |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0894908A1 true EP0894908A1 (en) | 1999-02-03 |
Family
ID=8043915
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98112624A Withdrawn EP0894908A1 (en) | 1997-07-31 | 1998-07-08 | Sealing for joints of buildings and roadways |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0894908A1 (en) |
DE (1) | DE29713584U1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2150735A1 (en) * | 2007-04-12 | 2010-02-10 | Bau-How AS | A method of forming a seal to a gap, as well as a hose portion and a hose arrangement, adapted to be able to be used in such a method |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1065922A (en) * | 1964-03-20 | 1967-04-19 | Douglas Harold Perkins | Waterstop gasket |
CH600077A5 (en) * | 1976-04-06 | 1978-06-15 | Peter Kaufmann | Seal for gaps in concrete structures |
DE2845812A1 (en) * | 1978-10-20 | 1980-04-30 | Foevarosi Vizmuevek | Prefabricated element assembled structures - have water tight joints utilising cement paste in elastic tube in groove, and mortar filling |
US4884381A (en) * | 1976-06-10 | 1989-12-05 | Jorge Gabrielli Zacharias Calixto | Structural joint system |
DE29519544U1 (en) * | 1995-12-09 | 1996-04-04 | Dausend, Hans-Werner, 42289 Wuppertal | Sollriß joint rail for concrete buildings |
DE19501384A1 (en) * | 1995-01-18 | 1996-08-08 | Rene P Schmid | Sealing device for sealing concrete joints |
-
1997
- 1997-07-31 DE DE29713584U patent/DE29713584U1/en not_active Expired - Lifetime
-
1998
- 1998-07-08 EP EP98112624A patent/EP0894908A1/en not_active Withdrawn
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1065922A (en) * | 1964-03-20 | 1967-04-19 | Douglas Harold Perkins | Waterstop gasket |
CH600077A5 (en) * | 1976-04-06 | 1978-06-15 | Peter Kaufmann | Seal for gaps in concrete structures |
US4884381A (en) * | 1976-06-10 | 1989-12-05 | Jorge Gabrielli Zacharias Calixto | Structural joint system |
DE2845812A1 (en) * | 1978-10-20 | 1980-04-30 | Foevarosi Vizmuevek | Prefabricated element assembled structures - have water tight joints utilising cement paste in elastic tube in groove, and mortar filling |
DE19501384A1 (en) * | 1995-01-18 | 1996-08-08 | Rene P Schmid | Sealing device for sealing concrete joints |
DE29519544U1 (en) * | 1995-12-09 | 1996-04-04 | Dausend, Hans-Werner, 42289 Wuppertal | Sollriß joint rail for concrete buildings |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2150735A1 (en) * | 2007-04-12 | 2010-02-10 | Bau-How AS | A method of forming a seal to a gap, as well as a hose portion and a hose arrangement, adapted to be able to be used in such a method |
EP2150735A4 (en) * | 2007-04-12 | 2012-07-18 | Bau How As | A method of forming a seal to a gap, as well as a hose portion and a hose arrangement, adapted to be able to be used in such a method |
Also Published As
Publication number | Publication date |
---|---|
DE29713584U1 (en) | 1997-09-25 |
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Effective date: 19990410 |
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STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
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18D | Application deemed to be withdrawn |
Effective date: 20010201 |