EP0003720A2 - Method of making a crack-proof, impervious joint between an asphaltic surfacing and part of a structure, set of shaped elements for carrying out the method and structure built according to the method - Google Patents

Method of making a crack-proof, impervious joint between an asphaltic surfacing and part of a structure, set of shaped elements for carrying out the method and structure built according to the method Download PDF

Info

Publication number
EP0003720A2
EP0003720A2 EP79810013A EP79810013A EP0003720A2 EP 0003720 A2 EP0003720 A2 EP 0003720A2 EP 79810013 A EP79810013 A EP 79810013A EP 79810013 A EP79810013 A EP 79810013A EP 0003720 A2 EP0003720 A2 EP 0003720A2
Authority
EP
European Patent Office
Prior art keywords
profile
connection
asphalt surface
asphalt
profiles
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
EP79810013A
Other languages
German (de)
French (fr)
Other versions
EP0003720A3 (en
EP0003720B1 (en
EP0003720B2 (en
Inventor
Robert Guénat
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.)
F. KILCHER BAUISOLATIONEN AG
Original Assignee
F Kilcher Bauisolationen AG
KILCHER BAUISOLATIONEN AG
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=4213028&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0003720(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by F Kilcher Bauisolationen AG, KILCHER BAUISOLATIONEN AG filed Critical F Kilcher Bauisolationen AG
Publication of EP0003720A2 publication Critical patent/EP0003720A2/en
Publication of EP0003720A3 publication Critical patent/EP0003720A3/en
Publication of EP0003720B1 publication Critical patent/EP0003720B1/en
Application granted granted Critical
Publication of EP0003720B2 publication Critical patent/EP0003720B2/en
Expired legal-status Critical Current

Links

Images

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
    • 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
    • E01C11/106—Joints with only prefabricated packing; Packings therefor
    • 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
    • E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
    • E01D19/083—Waterproofing of bridge decks; Other insulations for bridges, e.g. thermal ; Bridge deck surfacings
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/16—Sealings or joints
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
    • E04D13/14—Junctions of roof sheathings to chimneys or other parts extending above the roof
    • E04D13/1407—Junctions of roof sheathings to chimneys or other parts extending above the roof for flat roofs
    • E04D13/1415—Junctions to walls extending above the perimeter of the roof

Definitions

  • the present invention relates to a method for crack-proof, tight connection of an asphalt surface to a component, in particular a concrete part.
  • Such connections are required for concrete bridges, both on the edges of the road and on the edges of sidewalks, flat roofs and the like.
  • the joint cementation that is customary for this purpose proves to be inadequate, because due to the shrinking of the asphalt surface, cracks occur at cooling below about 140 o C , or at least later, at very low temperatures, which sooner or later damage the asphalt surface and / or the component lead in the vicinity of the joint.
  • FIG. 1 shows a concrete component 1, for example the roadway of a bridge, on the floor 2 of which an asphalt covering 3 is to be applied.
  • a separating profile 5, for example made of neoprene, is inserted at the bottom with the lateral boundary wall 4.
  • This separating profile consists of individual chamber profiles of different heights, which are provided on one side with T-shaped anchoring ribs 6, while the opposite side is flat.
  • the flat sides are glued to the concrete using a suitable adhesive, for example neoprene adhesive.
  • the separating profiles are produced in the form of a tape in a certain width, with a higher and a lower box profile alternating in succession in such a way that profiles of a suitable height can be torn off the tapes along the weakest points 7. In the present case, only two box profiles are required.
  • connection profile 8 with chambered legs is arranged above the separating profile 5.
  • the one flat te of this profile which can also consist of neoprene, is glued to the side wall 4 of the concrete part 1 by means of neoprene adhesive.
  • this connection profile is also provided with T-shaped anchoring ribs 6.
  • the wedge-shaped space between the two legs of the profile 8 is closed with a band-shaped strip 9, which can be easily torn off at the weak connection points 10 with the profile legs.
  • the connection profile 8 has a raised lip 11 on the side facing the concrete part 1.
  • the asphalt covering 3 is poured, and thanks to the anchoring ribs 6, a tensile connection is created between the profiles 5 and 8 on the one hand and the asphalt covering on the other.
  • the joint between the separating profile 5 and the connecting profile 8 does not need to be glued, but it is sufficient if these profiles are so close to one another that the asphalt cannot penetrate to the component 1 in between.
  • the profile strip 9 is torn out of the profile and in its place the wedge-shaped expansion profile according to FIG. 2 is pressed between the legs of the profile 8 and thus this profile is spread and elastically compressed.
  • connection profile 8 is still elastically compressed and cannot be torn off this surface or the concrete part 1 if the asphalt surface continues to shrink at very low temperatures. It is not even at extremely low temperatures possible that the expansion wedge 12 according to FIG. 2 loosens in the profile and allows water or contamination to penetrate between it and the profile 8.
  • the lip 11 raised on the concrete part 4 prevents moss and impurities from accumulating in the area of the joint on the concrete part.
  • connection profile 8 remains tightly connected to the concrete part 1 and the asphalt covering 3 in the finished building, so that no contamination or water can penetrate.
  • the separating profile 5, on the other hand, only serves to keep the asphalt surface separated from the side wall 4 of the concrete part 1 during casting. This profile can be torn off the concrete part 1 when the asphalt surface shrinks.
  • chambered profiles solid profiles made of foam plastic could also be used, but the chambered profiles have better aging resistance.
  • a V-shaped end profile with thinner, non-chambered legs could be used, into which a wider wedge profile that is chambered to increase the elasticity can be pressed.
  • a final wall over the gap of the connection profile 8 instead of the tear-out profile strip 9, which wall for pressing in of the spreading profile can be cut open.
  • FIG 3 shows an application example with several joints, in which connection profiles 8 are used.
  • the load-bearing concrete part 13 of a bridge is covered with insulation 14.
  • Two asphalt layers 15 and 16 are applied to the roadway part of the bridge.
  • On the lower asphalt surface 15 are the curbs 17, between which and the upper asphalt surface 16 a connecting profile 8 is inserted.
  • Outside the curbs 17 there is a sidewalk with an asphalt layer 18.
  • a connecting profile 8 is in turn inserted.
  • FIG. 4 shows an embodiment variant of a profile, corresponding parts being identified in the same way as in FIG. 1.
  • anchoring ribs instead of the T-shaped anchoring ribs, anchoring ribs with heads 6 ′ of circular cross section that are somewhat further apart are provided. It has been shown that the asphalt penetrates better between such anchoring ribs during casting and better anchoring is achieved.
  • a separating profile 5 is connected to the connecting profile 8 via a rib 20. It has been shown that such an overall profile can be used unchanged for most applications. If necessary, however, the separating profile 5 can be separated from the connecting profile and / or additional connecting profiles according to FIG. 1 can be used.

Abstract

1. Method for crack-proof connection of a layer of asphalt to a building element, particularly to a concrete element, characterized in that, a connecting profile (8) is applied to the building element, which separates the asphalt from the building element when the asphalt layer (3, 16) is applied, and that the connecting profile (8), when the layer of asphalt has at least partially solidified, is spread and elastically compressed, so that the profile is continuously submitted to compressive strains.

Description

Verfahren zum rissicheren, dichten Anschluss eines Asphaltbelages an einen Bauteil, Satz von Profilen zur Durchführung dieses Verfahrens und nach dem Verfahren erstelltes Bauwerk.Process for crack-proof, leak-proof connection of an asphalt surface to a component, set of profiles for carrying out this process and structure constructed according to the process.

Die vorliegende Erfindung betrifft ein Verfahren zum rissicheren, dichten Anschluss eines Asphaltbelages an einen Bauteil, insbesondere Betonteil. Solche Anschlüsse sind erforderlich bei Betonbrücke und zwar sowohl an den Rändern der Fahrbahn als auch an den Rändern von Gehsteigen, bei Flachdächern und dergleichen. Die zu diesem Zwecke übliche Fugenverkittung erweist sich als ungenügend, denn infolge des Schwindens des Asphaltbelages entstehen bereits bei Abkühlung unter etwa 140o C, jedenfalls aber später, bei sehr tiefen Temperaturen Risse, die früher oder später zur Beschädigung des Asphaltbelages und/oder des Bauteils in der Umgebung der Fuge führen.The present invention relates to a method for crack-proof, tight connection of an asphalt surface to a component, in particular a concrete part. Such connections are required for concrete bridges, both on the edges of the road and on the edges of sidewalks, flat roofs and the like. The joint cementation that is customary for this purpose proves to be inadequate, because due to the shrinking of the asphalt surface, cracks occur at cooling below about 140 o C , or at least later, at very low temperatures, which sooner or later damage the asphalt surface and / or the component lead in the vicinity of the joint.

Versuche haben gezeigt, dass zur Erzielung eines dauerhaften rissicheren dichten Anschlusses eines Asphaltbelages ganz bestimmte Voraussetzungen zu erfüllen sind. Diese Bedingungen werden gemäss der Erfindung dadurch erfüllt, dass am Bauteil ein Anschlussprofil angelegt wird, das den Asphalt beim Aufbringen des Asphaltbelages mindestens im oberen Teil vom Bauwerk trennt, und dass das Profil nach Fertigstellung des Asphaltbelages gespreizt wird. Vorzugsweise kann ein V-förmiges Profil verwendet werden, das durch Einbringen eines Keils bzw. Keilbandes gespreizt wird. Die Erfindung wird nun anhand der Zeichnung näher erläutert, die ein Ausführungsbeispiel zeigt.

  • Figur 1 zeigt einen Querschnitt durch den massgebenden Teil des Bauwerks unmittelbar nach erfolgtem Giessen des Asphaltbelags,
  • Figur 2 zeigt ein Spreizprofil,
  • Figur 3 zeigt ein Anwendungsbeispiel der Erfindung und
  • Figur 4 zeigt eine Ausführungsvariante.
Tests have shown that certain prerequisites have to be met in order to achieve a permanent, crack-proof, tight connection of an asphalt surface. According to the invention, these conditions are met in that a connection profile is created on the component, which separates the asphalt from the structure at least in the upper part when the asphalt surface is applied, and that the profile is spread after the asphalt surface has been completed. A V-f Miges profile are used, which is spread by inserting a wedge or wedge tape. The invention will now be explained in more detail with reference to the drawing, which shows an embodiment.
  • FIG. 1 shows a cross section through the relevant part of the structure immediately after the asphalt covering has been poured,
  • FIG. 2 shows an expansion profile,
  • Figure 3 shows an application example of the invention and
  • Figure 4 shows an embodiment.

Figur 1 zeigt einen Betonbauteil 1, beispielsweise die Fahrbahn einer Brücke, auf dessen Boden 2 ein Asphaltbelag 3 aufzubringen ist. Mit der seitlichen Begrenzungswand 4 wird unten ein Trennprofil 5, beispielsweise aus Neopren, eingelegt. Dieses Trennprofil besteht aus einzelnen Kammerprofilen unterschiedlicher Höhe, die einseitig mit T-förmigen Verankerungsrippen 6 versehen sind, während die gegenüberliegende Seite flach ausgebildet ist. Die flachen Seiten sind mittels eines geeigneten Klebers, beispielsweise Neopren-Kleber mit dem Beton verklebt. Die Trennprofile werden bandförmig in einer bestimmten Breite hergestellt, wobei immer abwechslungsweise ein höheres und ein niedrigeres Kastenprofil aufeinander folgen, derart, dass Profile geeigneter Höhe längs den schwächsten Stellen 7 von den Bändern abgerissen werden können. Im vorliegenden Falle sind nur zwei Kastenprofile erforderlich.FIG. 1 shows a concrete component 1, for example the roadway of a bridge, on the floor 2 of which an asphalt covering 3 is to be applied. A separating profile 5, for example made of neoprene, is inserted at the bottom with the lateral boundary wall 4. This separating profile consists of individual chamber profiles of different heights, which are provided on one side with T-shaped anchoring ribs 6, while the opposite side is flat. The flat sides are glued to the concrete using a suitable adhesive, for example neoprene adhesive. The separating profiles are produced in the form of a tape in a certain width, with a higher and a lower box profile alternating in succession in such a way that profiles of a suitable height can be torn off the tapes along the weakest points 7. In the present case, only two box profiles are required.

Ueber dem Trennprofil 5 ist ein V-förmiges Anschlussprofil 8 mit gekammerten Schenkeln angeordnet. Die eine flache Seite dieses Profils,das Ebenfalls aus Neopren bestehen kann,ist mittels Neopren-Kleber mit der Seitenwand 4 des Betonteils 1 verklebt. An der gegenüberliegenden Seite ist auch dieses Anschlussprofil mit T-förmigen Verankerungsrippen 6 versehen. Der keilförmige Zwischenraum zwischen den beiden Schenkeln des Profils 8 ist mit einem bandförmigen Streifen 9 abgeschlossen, der an den schwachen Verbindungsstellen 10 mit den Profilschenkeln leicht abgerissen werden kann. Das Anschlussprofil 8 weist an der dem Betonteil 1 zugewandten Seite eine hochstehende Lippe 11 auf.A V-shaped connection profile 8 with chambered legs is arranged above the separating profile 5. The one flat te of this profile, which can also consist of neoprene, is glued to the side wall 4 of the concrete part 1 by means of neoprene adhesive. On the opposite side, this connection profile is also provided with T-shaped anchoring ribs 6. The wedge-shaped space between the two legs of the profile 8 is closed with a band-shaped strip 9, which can be easily torn off at the weak connection points 10 with the profile legs. The connection profile 8 has a raised lip 11 on the side facing the concrete part 1.

Sind die Profile 5 und 8 gemäss Figur 1 an der Seitenwand des Betonteils 1 angebracht, wird der Asphaltbelag 3 gegossen, wobei dank den Verankerungsrippen 6 eine zugfeste Verbindung zwischen den Profilen 5 und 8 einerseits und dem Asphaltbelag anderseits entsteht. Die Fuge zwischen dem Trennprofil 5 und dem Anschlussprofil 8 braucht nicht geklebt zu sein, sondern es genügt, wenn diese Profile so eng aufeinander liegen, dass der Asphalt nicht dazwischen bis an den Bauteil 1 durchdringen kann. Ist der Asphaltbelag mindestens teilweise erstarrt, wird der Profilstreifen 9 aus dem Profil ausgerissen und an seiner Stelle wird das keilförmige Spreizprofil gemäss Figur 2 zwischen die Schenkel des Profils 8 eingepresst und damit dieses Profil gespreizt und elastisch zusammengedrückt. Zugleich entsteht oben ein dichter AbschlES des Spaltes im Profil 8. Die komplementäre Zahnung an der Innenseite der Schenkel des Profils 8 einerseits und an der Aussenseite des Spreizprofils 12 gemäss Figur 2 anderseits gewährleistet einen tadellosen Halt des Spreizprofils 12 im Anschlussprofil 8. Im fertiggestellten Bauwerk mit vollständig ausgekühltem Asphaltbelag 3 ist somit das Anschlussprofil 8 immer noch elastisch komprimiert und kann somit bei weiterem Schwinden des Asphaltbelages bei sehr tiefen Temperaturen nicht von diesem Belag oder vom Betonteil 1 losgerissen werden. Es ist auch bei extrem tiefen Temperaturen nicht möglich, dass der Spreizkeil 12 nach Figur 2 im Profil sich lockert und Wasser oder Verunreinigung zwischen sich und dem Profil 8 eindringen lässt. Die am Betonteil 4 hochgeführte Lippe 11 verhindert, dass sich im Bereiche der Fuge am Betonteil Moos und Verunreinigungen ansetzen.If the profiles 5 and 8 according to FIG. 1 are attached to the side wall of the concrete part 1, the asphalt covering 3 is poured, and thanks to the anchoring ribs 6, a tensile connection is created between the profiles 5 and 8 on the one hand and the asphalt covering on the other. The joint between the separating profile 5 and the connecting profile 8 does not need to be glued, but it is sufficient if these profiles are so close to one another that the asphalt cannot penetrate to the component 1 in between. If the asphalt surface has at least partially solidified, the profile strip 9 is torn out of the profile and in its place the wedge-shaped expansion profile according to FIG. 2 is pressed between the legs of the profile 8 and thus this profile is spread and elastically compressed. At the same time, there is a tight closure of the gap in the profile 8 at the top. The complementary toothing on the inside of the legs of the profile 8 on the one hand and on the outside of the expansion profile 12 according to FIG. 2 on the other hand ensures a perfect hold of the expansion profile 12 in the connection profile 8. In the finished building with completely cooled asphalt surface 3, the connection profile 8 is still elastically compressed and cannot be torn off this surface or the concrete part 1 if the asphalt surface continues to shrink at very low temperatures. It is not even at extremely low temperatures possible that the expansion wedge 12 according to FIG. 2 loosens in the profile and allows water or contamination to penetrate between it and the profile 8. The lip 11 raised on the concrete part 4 prevents moss and impurities from accumulating in the area of the joint on the concrete part.

Es genügt, dass im fertiggestellten Bauwerk das Anschlussprofil 8 dicht mit dem Betonteil 1 und dem Asphaltbelag 3 verbunden bleibt, sodass keinerlei Verunreinigung oder Wasser eindringen kann. Das Trennprofil 5 dient dagegen lediglich dazu, den Asphaltbelag beim Giessen von der Seitenwand 4 des Betonteils 1 getrennt zu halten. Dieses Profil kann beim Schwinden des Asphaltbelags vom Betonteil 1 abgerissen werden.It is sufficient that the connection profile 8 remains tightly connected to the concrete part 1 and the asphalt covering 3 in the finished building, so that no contamination or water can penetrate. The separating profile 5, on the other hand, only serves to keep the asphalt surface separated from the side wall 4 of the concrete part 1 during casting. This profile can be torn off the concrete part 1 when the asphalt surface shrinks.

Es sind Ausführungsvarianten möglich. So kann die dem Asphaltbelag zugewandte Seite der Profile 5 und 8 mit Bitumenlack behandelt werden, was beim Giessen des Asphaltbelages eine noch bessere Verbindung dieser Profile mit dem Asphalt ergibt. Im fertiggestellten Bauwerk wird aber die Dichtung zwischen dem Anschlussprofil 8 und dem Asphalt in jedem Falle durch mechanischen Andruck dieses Profiles infolge seiner Spreizung sichergestellt.Variants are possible. The side of profiles 5 and 8 facing the asphalt surface can be treated with bitumen varnish, which results in an even better connection of these profiles with the asphalt when pouring the asphalt surface. In the finished building, however, the seal between the connection profile 8 and the asphalt is ensured in any case by mechanical pressure of this profile due to its expansion.

Anstelle gekammerter Profile könnten auch Vollprofile aus Schaumkunststoff verwendet werden, doch weisen die gekammerten Profile bessere Alterungsbeständigkeit auf.Instead of chambered profiles, solid profiles made of foam plastic could also be used, but the chambered profiles have better aging resistance.

Als weitere Ausführungsvariante könnte ein V-förmiges Abschlussprofil mit dünneren, nicht gekammerten Schenkeln verwendet werden, in welches ein breiteres zur Erhöhung der Elastizität gekammertes Keilprofil eingepresst werden kann. Es wäre schliesslich auch möglich, anstelle des ausreissbaren Profilstreifens 9 eine abschliessende Wand über dem Spalt des Anschlussprofils 8 vorzusehen, welche Wand zum Einpressen des Spreizprofils aufgeschnitten werden kann.As a further embodiment variant, a V-shaped end profile with thinner, non-chambered legs could be used, into which a wider wedge profile that is chambered to increase the elasticity can be pressed. Finally, it would also be possible to provide a final wall over the gap of the connection profile 8 instead of the tear-out profile strip 9, which wall for pressing in of the spreading profile can be cut open.

Figur 3 zeigt ein Anwendungsbeispiel mit mehreren Fugen, in welchen Anschlussprofile 8 verwendet werden. Der tragende Betonteil 13 einer Brücke ist mit einer Isolation 14 belegt. Auf dem Fahrbahnteil der Brücke sind zwei Asphaltschichten 15 und 16 aufgebracht. Auf dem unteren Asphaltbelag 15 liegen die Randsteine 17, zwischen welchen und dem oberen Asphaltbelag 16 ein Anschlussprofil 8 eingelegt ist. Ausserhalb der Randsteine 17 befindet sich ein Gehsteig mit einer Asphaltschicht 18. Zwischen dieser Asphaltschicht und den Randsteinen 17 einerseits und einem äusseren Abschlussprofil 19 anderseits ist wiederum je ein Anschlussprofil 8 eingelegt.Figure 3 shows an application example with several joints, in which connection profiles 8 are used. The load-bearing concrete part 13 of a bridge is covered with insulation 14. Two asphalt layers 15 and 16 are applied to the roadway part of the bridge. On the lower asphalt surface 15 are the curbs 17, between which and the upper asphalt surface 16 a connecting profile 8 is inserted. Outside the curbs 17 there is a sidewalk with an asphalt layer 18. Between this asphalt layer and the curbs 17 on the one hand and an outer end profile 19 on the other hand, a connecting profile 8 is in turn inserted.

Figur 4 zeigt eine Ausführungsvariante eines Profils, wobei entsprechende Teile gleich bezeichnet sind wie in Figur 1. Anstelle der T-förmigen Verankerungsrippen sind etwas weiter auseinanderliegende Verankerungsrippen mit Köpfen 6' kreisrunden Querschnitts vorgesehen. Es hat sich gezeigt, dass der Asphalt beim Guss besser zwischen derartige Verankerungsrippen eindringt und eine bessere Verankerung erzielt wird.FIG. 4 shows an embodiment variant of a profile, corresponding parts being identified in the same way as in FIG. 1. Instead of the T-shaped anchoring ribs, anchoring ribs with heads 6 ′ of circular cross section that are somewhat further apart are provided. It has been shown that the asphalt penetrates better between such anchoring ribs during casting and better anchoring is achieved.

Ausserdem ist ein Trennprofil 5 über eine Rippe 20 mit dem Anschlussprofil 8 verbunden. Es hat sich gezeigt, dass ein solches Gesamtprofil für die meistens Anwendungsfälle unverändert verwendbar ist. Gegebenenfalls kann aber das Trennprofil 5 vom Anschlussprofil getrennt werden und/oder es können zusätzliche Anschlussprofile gemäss Fig. 1 verwendet werden.In addition, a separating profile 5 is connected to the connecting profile 8 via a rib 20. It has been shown that such an overall profile can be used unchanged for most applications. If necessary, however, the separating profile 5 can be separated from the connecting profile and / or additional connecting profiles according to FIG. 1 can be used.

Claims (16)

1. Verfahren zum rissicheren, dichten Anschluss eines Asphaltbelages an einen Bauteil, insbesondere Betonteil,
dadurch gekennzeichnet,
dass am Bauteil ein Anschlussprofil angelegt wird, das den Asphalt beim Aufbringen des Asphaltbelages mindestens im oberen Teil vom Bauwerk trennt, und dass das Profil nach Fertigstellung des Asphaltbelages gespreizt wird.1. Method for crack-proof, tight connection of an asphalt surface to a component, in particular a concrete part,
characterized,
that a connection profile is created on the component that separates the asphalt from the structure at least in the upper part when the asphalt surface is applied, and that the profile is spread after the asphalt surface has been completed. 2. Verfahren nach Anspruch 1,
dadurch gekennzeichnet,
dass ein V-förmiges Profil durch Einbringen eines Keils gespreizt wird.2. The method according to claim 1,
characterized,
that a V-shaped profile is spread by inserting a wedge. 3. Verfahren nach Anspruch 1 oder 2,
dadurch gekennzeichnet,
dass ein Profil mit geschlossenem Hohlraum angelegt wird, das nach dem Einbringen des Asphaltbelages oben aufgerissen oder aufgeschnitten wird, worauf ein Spreizprofil, z.B. ein Keilband, in den Hohlraum eingepresst wird.3. The method according to claim 1 or 2,
characterized,
that a profile with a closed cavity is created, which is torn open or cut open after the asphalt covering has been introduced, whereupon an expansion profile, for example a wedge band, is pressed into the cavity. 4. Verfahren nach einem der Ansprüche 1 - 3,
dadurch gekennzeichnet,
dass das Profil mit dem Bauteil verklebt und auf der dem Asphaltbelag zugekehrten Seite mit Bitumenlack versehen wird.4. The method according to any one of claims 1-3,
characterized,
that the profile is glued to the component and provided with bitumen varnish on the side facing the asphalt surface. 5. Verfahren nach einem der Ansprüche 1 - 4,
dadurch gekennzeichnet,
dass am Bauteil unterhalb des Anschlussprofils Trennprofile angebracht werden.5. The method according to any one of claims 1-4,
characterized,
that separating profiles are attached to the component below the connection profile. 6. Satz von Profilen zur Durchführung des Verfahrens nach Anspruch 1 - 5,
gekennzeichnet durch
ein spreEbares Anschlussprofil und ein in dasselbe steckbares Spreizprofil, z.B. Keilband.6. set of profiles for carrying out the method according to claim 1-5,
marked by
a spreaderable connection profile and a spreader profile that can be plugged into the same, e.g. wedge tape. 7. Satz nach Anspruch 6,
dadurch gekennzeichnet,
dass das Anschlussprofil V-förmigen Querschnitt aufweist und ein herausreissbares Verschlussprofil aufweist.7. sentence according to claim 6,
characterized,
that the connection profile has a V-shaped cross-section and has a tear-out closure profile. 8. Satz nach Anspruch 6 oder 7,
dadurch gekennzeichnet,
dass das Anschlussprofil aus gekammertem Kunststoff oder aus Schaumkunststoff besteht und damit hohe elastische Zusammendrückarbeit aufweist.8. sentence according to claim 6 or 7,
characterized,
that the connection profile is made of chambered plastic or foam plastic and thus has a high elastic compression work. 9. Satz nach einem der Ansprüche 6 - 8,
gekennzeichnet durch
ein Trennprofil, das bandartig mit mehreren trennbaren Kammerprofilen ausgebildet ist.9. sentence according to one of claims 6-8,
marked by
a separating profile, which is formed like a band with several separable chamber profiles. 10.Satz nach einem der Ansprüche 6 - 9,
dadurch gekennzeichnet,
dass die Anschluss- und Trennprofile eine flache Seite zum Anschluss an den Bauteil und eine mit Verankerungsrippen versehene Seite zum Anschluss an den Asphaltbelag aufweisen.10.Set according to one of claims 6-9,
characterized,
that the connection and separation profiles have a flat side for connection to the component and one with anchoring have a ribbed side for connection to the asphalt surface. 11. Satz nach Anspruch 10,
dadurch gekennzeichnet,
dass ein Anschluss- und ein Trennprofil trennbar in einem Profil verbunden sind (Fig. 4).11. sentence according to claim 10,
characterized,
that a connection and a separation profile are separably connected in a profile (Fig. 4). 12. Satz nach einem der Ansprüche 6 bis 11,
dadurch gekennzeichnet,
dass die Anschluss- und/oder Trennprofile Verankerungsrippen aufweisen, deren Querschnitt einen kreisförmigen Kopf aufweist (Fig. 4).12. Set according to one of claims 6 to 11,
characterized,
that the connecting and / or separating profiles have anchoring ribs, the cross section of which has a circular head (FIG. 4). 13. Bauwerk mit einem Asphaltbelag,
dadurch gekennzeichnet,
dass an der Anschlussstelle des Asphaltbelages am Bauwerk ein Anschlussprofil eingelegt ist, in das von oben ein Spreizprofil eingesetzt ist.13. structure with an asphalt surface,
characterized,
that a connection profile is inserted at the connection point of the asphalt surface on the building, in which an expansion profile is inserted from above. 14. Bauwerk nach Anspruch 13,

dadurch gekennzeichnet,
dass das Anschlussprofil eine sich am Bauwerk anliegende, aufwärts ragende Lippe aufweist.14. Building according to claim 13,

characterized,
that the connection profile has an upwardly projecting lip that lies against the structure. 15. Bauwerk nach Anspruch 13 oder 14, dadurch gekennzeichnet,
dass unterhalb des Anschlussprofils ein Trennprofil zwischen Bauteil und Asphaltbelag angeordnet ist.15. Building according to claim 13 or 14, characterized in
that a separating profile is arranged between the component and the asphalt surface below the connecting profile. 16. Bauwerk nach einem der Ansprüche 13 - 15, dadurch gekennzeichnet, dass das Anschlussprofil und das Trennprofil mittels Verankerungsrippen mit dem Asphaltbelag verbunden sind.16. Building according to one of claims 13 - 15, characterized in that the connecting profile and the separating profile are connected to the asphalt surface by means of anchoring ribs.
EP19790810013 1978-02-13 1979-02-05 Method of making a crack-proof, impervious joint between an asphaltic surfacing and part of a structure, set of shaped elements for carrying out the method and structure built according to the method Expired EP0003720B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH1550/78 1978-02-13
CH155078A CH628696A5 (en) 1978-02-13 1978-02-13 METHOD FOR CREATING A CONSTRUCTION WITH A crack-proof connection of an asphalt covering to a component.

Publications (4)

Publication Number Publication Date
EP0003720A2 true EP0003720A2 (en) 1979-08-22
EP0003720A3 EP0003720A3 (en) 1979-09-05
EP0003720B1 EP0003720B1 (en) 1982-01-20
EP0003720B2 EP0003720B2 (en) 1987-04-29

Family

ID=4213028

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19790810013 Expired EP0003720B2 (en) 1978-02-13 1979-02-05 Method of making a crack-proof, impervious joint between an asphaltic surfacing and part of a structure, set of shaped elements for carrying out the method and structure built according to the method

Country Status (5)

Country Link
EP (1) EP0003720B2 (en)
AT (1) AT372442B (en)
BE (1) BE900408Q (en)
CH (1) CH628696A5 (en)
DE (1) DE2961845D1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4875802A (en) * 1988-09-07 1989-10-24 The Edward W. Face Co., Inc. Installational concrete joint insert and method of preventing edge spalling
EP0385507A1 (en) * 1989-03-03 1990-09-05 Hüls Troisdorf Aktiengesellschaft Plastic joining profile
KR20030024015A (en) * 2001-09-15 2003-03-26 안철승 multi cell rubber pannel seal joint system

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4167990A (en) * 1977-10-03 1979-09-18 The Bendix Corporation Drum brake having anti-rattle spring clip
WO2007048188A1 (en) * 2005-10-26 2007-05-03 Granor Rubber & Engineering Pty Ltd Sealing joint

Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2230688A (en) * 1939-03-09 1941-02-04 Goodrich Co B F Expansion joint
DE840099C (en) * 1950-12-22 1952-05-26 Freudenberg Carl Kg Elastic rail mounting for trams
CH373777A (en) * 1961-11-14 1963-12-15 Sogerep S A Method of jointing between two construction elements, at least one of which consists of an asphalt mat, and joint obtained by the implementation of this method
CH389664A (en) * 1959-05-08 1965-03-31 Bolta Werk Gmbh Expansion joint tape
US3319384A (en) * 1964-09-08 1967-05-16 Edward T Berg Construction for extruded reglets
US3426658A (en) * 1967-01-26 1969-02-11 Albert J Frederickson Contraction joint for pavements
DE1459753B1 (en) * 1964-01-20 1969-10-16 Rehau Plastiks Elastic joint insert for road surfaces or the like.
DE1965092A1 (en) * 1969-12-27 1971-07-01 Denso Chemie Gmbh Applying asphalt coat seal strip
US3630762A (en) * 1969-12-29 1971-12-28 Mineral Products Corp Waterproofing barrier
CH523389A (en) * 1971-06-02 1972-05-31 Huber+Suhner Ag Sealing profile made of rubber-elastic material
AU3907672A (en) * 1972-02-17 1973-08-23 Edoco Technical Products, Inc Concrete joint sealing means
DE2242110A1 (en) * 1972-08-26 1974-02-28 Bernt Von Zur Dr Muehlen SEALING PROFILE MADE OF PLASTIC
CH546308A (en) * 1972-08-17 1974-02-28 Stog Kg Ind & Rohrleitung JOINT INLAY FOR BRIDGE CROSSINGS, STREETS AND THE LIKE.
DE2249879A1 (en) * 1972-10-11 1974-04-25 Robert Eckert Movement joint or edge trimmer for floor finish - split strip esp. of PVC with vertical tapered slot is inserted into non-hardened finish
FR2292907A1 (en) * 1974-11-27 1976-06-25 Toffolo Albert NEW EXPANSION JOINT
US4023324A (en) * 1976-01-08 1977-05-17 Harry Majeske Methods of making expansion joints for roads and buildings
FR2331650A1 (en) * 1975-11-13 1977-06-10 Laugier Elie Expansion joint for concrete structures - is smooth synthetic sheet with trapezoidal projections cast in-situ into concrete
US4090800A (en) * 1976-07-15 1978-05-23 Koch Vergil W Joint-forming device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE831113A (en) * 1975-07-08 1975-11-03 METHOD AND SEALING FOR SEALING AN EXPANSION JOINT AND PROFILE LIST USED HEREIN

Patent Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2230688A (en) * 1939-03-09 1941-02-04 Goodrich Co B F Expansion joint
DE840099C (en) * 1950-12-22 1952-05-26 Freudenberg Carl Kg Elastic rail mounting for trams
CH389664A (en) * 1959-05-08 1965-03-31 Bolta Werk Gmbh Expansion joint tape
CH373777A (en) * 1961-11-14 1963-12-15 Sogerep S A Method of jointing between two construction elements, at least one of which consists of an asphalt mat, and joint obtained by the implementation of this method
DE1459753B1 (en) * 1964-01-20 1969-10-16 Rehau Plastiks Elastic joint insert for road surfaces or the like.
US3319384A (en) * 1964-09-08 1967-05-16 Edward T Berg Construction for extruded reglets
US3426658A (en) * 1967-01-26 1969-02-11 Albert J Frederickson Contraction joint for pavements
DE1965092A1 (en) * 1969-12-27 1971-07-01 Denso Chemie Gmbh Applying asphalt coat seal strip
US3630762A (en) * 1969-12-29 1971-12-28 Mineral Products Corp Waterproofing barrier
CH523389A (en) * 1971-06-02 1972-05-31 Huber+Suhner Ag Sealing profile made of rubber-elastic material
AU3907672A (en) * 1972-02-17 1973-08-23 Edoco Technical Products, Inc Concrete joint sealing means
CH546308A (en) * 1972-08-17 1974-02-28 Stog Kg Ind & Rohrleitung JOINT INLAY FOR BRIDGE CROSSINGS, STREETS AND THE LIKE.
DE2242110A1 (en) * 1972-08-26 1974-02-28 Bernt Von Zur Dr Muehlen SEALING PROFILE MADE OF PLASTIC
DE2249879A1 (en) * 1972-10-11 1974-04-25 Robert Eckert Movement joint or edge trimmer for floor finish - split strip esp. of PVC with vertical tapered slot is inserted into non-hardened finish
FR2292907A1 (en) * 1974-11-27 1976-06-25 Toffolo Albert NEW EXPANSION JOINT
FR2331650A1 (en) * 1975-11-13 1977-06-10 Laugier Elie Expansion joint for concrete structures - is smooth synthetic sheet with trapezoidal projections cast in-situ into concrete
US4023324A (en) * 1976-01-08 1977-05-17 Harry Majeske Methods of making expansion joints for roads and buildings
US4090800A (en) * 1976-07-15 1978-05-23 Koch Vergil W Joint-forming device

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
WERBESCHRIFT "COMPRIBAND" der Firma Comprifalt N.V., eingegangen 26, August 1958, Rotterdam, NL. *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4875802A (en) * 1988-09-07 1989-10-24 The Edward W. Face Co., Inc. Installational concrete joint insert and method of preventing edge spalling
EP0385507A1 (en) * 1989-03-03 1990-09-05 Hüls Troisdorf Aktiengesellschaft Plastic joining profile
KR20030024015A (en) * 2001-09-15 2003-03-26 안철승 multi cell rubber pannel seal joint system

Also Published As

Publication number Publication date
AT372442B (en) 1983-10-10
EP0003720A3 (en) 1979-09-05
EP0003720B1 (en) 1982-01-20
ATA104979A (en) 1983-02-15
CH628696A5 (en) 1982-03-15
BE900408Q (en) 1984-12-17
EP0003720B2 (en) 1987-04-29
DE2961845D1 (en) 1982-03-04

Similar Documents

Publication Publication Date Title
DE2310333A1 (en) WALL ARRANGEMENT CONSISTS OF AN INNER WALL PART AND AN OUTER WALL PART, WHICH ARE SITUATED AT A DISTANCES
EP0003720B2 (en) Method of making a crack-proof, impervious joint between an asphaltic surfacing and part of a structure, set of shaped elements for carrying out the method and structure built according to the method
DE8418725U1 (en) EXPANSION RAIL
DE2647839C3 (en) Joint sealing profile made of plastic to close a joint
DE19738488A1 (en) Surface-water drainage equipment in mines and tunnels
EP2647763B1 (en) Joint strip for introducing in connecting or repairing joints in the upper region of a street covering
DE2202352C3 (en) Device for bridging and sealing expansion joints in the roadways of bridges and similar structures
DE202006015909U1 (en) Concrete slab construction covering roof or ground surfaces accessible or suitable for traffic, inserts jointing profiles and spacers into gaps between concrete panels
DE202013103285U1 (en) Dilatation and contraction joints in concrete traffic areas
EP2829657B1 (en) Dilatation and contraction joints in traffic areas made of concrete
DE7929663U1 (en) STRIPS FOR INDUCTION OF CRACKS AND SEALING IN CONCRETE
EP0321645A1 (en) Joint strip for construction joints
DE3036620C2 (en) Device for protecting structural parts made of concrete against moisture
DE2553242A1 (en) PROCEDURE FOR THE FORMATION OF EXPANSION JOINTS IN A CONCRETE SLAB AND EXPANSION JOINT PROFILE
DE2357318A1 (en) PROCESS FOR THE PRODUCTION OF CONCRETE COVERINGS AND ELEMENT FOR SEALING JOINTS AND CRACKS IN THE COATING
DE1658428A1 (en) Method and device for producing a joint in the concrete pavement of a roadway
DE19513664A1 (en) Insulating element for soundproofing storage of building parts
DE10231310A1 (en) Method for sealing ridge tiles with the adjoining edges of the ridge tiles laid onto a lower profile element and sealed via an upper overlapping element
DE7341061U (en) Element for sealing joints and cracks in concrete coverings
AT394590B (en) Expansion-joint building-up of carriageways
DE4310856C2 (en) Insulating or barrier layer for draining a wall
DE3308075A1 (en) Expansion joint between paving sections with elastomeric seal
DE2046400A1 (en) Method for producing an expansion joint bridging in traffic routes, bridges, parking decks or the like
DE20317720U1 (en) Seal for joint in parking deck is retained between fixed and loose flanges, with one loose flange formed by L-shaped rolled profile, with one side connected to fixed flange and other protruding upwards for slidable contact by slip plate
EP0833020A1 (en) Device for the establishment of a defined joint as predetermined breaking point between two plates of floor cement and use of the device

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

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Designated state(s): DE FR GB NL

AK Designated contracting states

Designated state(s): DE FR GB NL

17P Request for examination filed
RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: F. KILCHER BAUISOLATIONEN AG

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Designated state(s): DE FR GB NL

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

Ref country code: NL

Effective date: 19820120

Ref country code: FR

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 19820120

REF Corresponds to:

Ref document number: 2961845

Country of ref document: DE

Date of ref document: 19820304

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

26 Opposition filed

Opponent name: STOG GMBH

Effective date: 19821019

GBPC Gb: european patent ceased through non-payment of renewal fee
PUAH Patent maintained in amended form

Free format text: ORIGINAL CODE: 0009272

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: PATENT MAINTAINED AS AMENDED

27A Patent maintained in amended form

Effective date: 19870429

AK Designated contracting states

Kind code of ref document: B2

Designated state(s): DE FR GB NL

EN3 Fr: translation not filed ** decision concerning opposition
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Effective date: 19881117

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

Ref country code: DE

Payment date: 19890320

Year of fee payment: 11

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

Ref country code: DE

Effective date: 19901101

APAC Appeal dossier modified

Free format text: ORIGINAL CODE: EPIDOS NOAPO

APAC Appeal dossier modified

Free format text: ORIGINAL CODE: EPIDOS NOAPO