EP0003720B2 - Procédé de raccordement étanche, à l'épreuve de la fissuration, d'un revêtement d'asphalte à un élément de construction, jeu des profilés pour la mise en oeuvre du procédé et contruction construit selon ce procédé - Google Patents

Procédé de raccordement étanche, à l'épreuve de la fissuration, d'un revêtement d'asphalte à un élément de construction, jeu des profilés pour la mise en oeuvre du procédé et contruction construit selon ce procédé Download PDF

Info

Publication number
EP0003720B2
EP0003720B2 EP19790810013 EP79810013A EP0003720B2 EP 0003720 B2 EP0003720 B2 EP 0003720B2 EP 19790810013 EP19790810013 EP 19790810013 EP 79810013 A EP79810013 A EP 79810013A EP 0003720 B2 EP0003720 B2 EP 0003720B2
Authority
EP
European Patent Office
Prior art keywords
profile
asphalt
building element
profiles
separating
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
EP19790810013
Other languages
German (de)
English (en)
Other versions
EP0003720A3 (en
EP0003720B1 (fr
EP0003720A2 (fr
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
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(B2) "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 filed Critical F Kilcher Bauisolationen AG
Publication of EP0003720A2 publication Critical patent/EP0003720A2/fr
Publication of EP0003720A3 publication Critical patent/EP0003720A3/de
Publication of EP0003720B1 publication Critical patent/EP0003720B1/fr
Application granted granted Critical
Publication of EP0003720B2 publication Critical patent/EP0003720B2/fr
Expired legal-status Critical Current

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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
    • 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 strong shrinkage of the asphalt surface, cracks occur sooner or later, at very low temperatures, which sooner or later damage the asphalt surface and / or the Guide the component in the vicinity of the joint.
  • the invention has for its object to provide a method that meets the aforementioned complex requirements and allows cracking, be it by tearing the asphalt or detaching the joint seal from the asphalt or from the building, safely and permanently avoided.
  • 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 connection profile is spread after the asphalt surface has at least partially solidified.
  • a chambered connection profile of high elasticity and / or a chambered expansion profile is preferably used for spreading the same, in order to achieve high deformability of the connection profile in all phases.
  • the invention also relates to a set of profiles for carrying out the method explained above, with an expandable connection profile and in the same plug-in expansion profile, for. B. Wedge belt.
  • the invention also relates to a building construction with an asphalt covering, which is connected to the component by the method according to claim 1, a connecting profile being inserted into the expansion joint at the connection point of the asphalt covering on the component, in particular the concrete component of the building construction.
  • a separating profile 5 for example made of neoprene, is placed against the lateral boundary wall 4 below.
  • 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.
  • One flat side 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 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 12 is pressed between the legs of the profile 8 according to FIG. 2, thus spreading this profile and compressing it elastically. At the same time, the gap in the profile 8 is sealed at the top.
  • connection profile 8 is thus still elastically compressed and cannot be detached from this covering or from the concrete part 1 if the asphalt covering continues to shrink at very low temperatures. Even at extremely low temperatures, it is not possible for the expansion wedge 12 according to FIG. 2 to loosen in the profile and for 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 surface 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 instead of chambered profiles, full profiles made of foam plastic can 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 can be cut open for pressing in the expansion profile.
  • 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, with corresponding parts being identified in the same way as in FIG. 1.
  • 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.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Revetment (AREA)

Claims (16)

1. Procédé pour un raccordement étanche, sans fissures entre un tapis d'asphalte et une partie de construction, en particulier une partie en béton,
caractérisé
par le fait qu'un profil de raccordement (8) est placé contre la partie de construction pour séparer l'asphalte au moins lors de l'épandage du tapis d'asphalte (3,16) et par le fait que le profil de raccordement (8), lorsque le tapis d'asphalte est au moins partiellement durci, est écarté et comprimé élastiquement, de sorte que le profil est continuellement soumis à des tensions de compression.
2. Dispositif selon la revendication 1,
caractérisé
par le fait que le profil de raccordement (8) en forme de V est écarté par la mise en place d'un profil d'écartement (12).
3. Procédé selon les revendications 1 ou 2,
caractérisé
par le fait qu'un profil de raccordement (8) en forme de V présentant vers le haut un espace vide fermé, est déchiré ou découpé à sa partie supérieure, après l'épandage du tapis d'asphalte pour ouvrir ledit espace dans lequel le profil d'écartement (12), par exemple une bande avec une section en forme de coin, est enfoncé.
4. Procédé selon l'une des revendications 1-3,.
caractérisé
par le fait que le profil de raccordement (8) est collé à la partie de construction et pourvu de laque à l'asphalte sur son côté tourné vers le tapis d'asphalte.
5. Procédé selon l'une des revendications 1-4,
caractérisé
par l'e fait que des profils de séparation (5) sont disposés contre la partie de construction, sous les profils de raccordement.
6. Jeu de profils pour la mise en oeuvre du procédé selon les revendications 1-5,
caractérisé
par un profil de raccordement (8) susceptible de s'écarter et d'être continuellement comprimé élastiquement et par un profil d'écartement (12), par exemple une bande avec une section en forme de coin, enfoncé dans le profil de raccordement.
7. Jeu selon la revendication 6,
caractérisé
par le fait que le profil de raccordement (8) a une section en forme de V et qu'il comprend un profil de fermeture (9) susceptible d'être arraché.
8. Jeu selon les revendications 6 ou 7,
caractérisé
par le fait que le profil de raccordement (8) est constitué de matière synthétique ou de matière plastique mousse avec des enceintes, de sorte qu'il présente une compressibilité élastique élevée.
9. Jeu selon l'une des revendications 6-8,
caractérisé
par un profil de séparation supplémentaire (5) en forme de bande comprenant plusieurs profilés creux séparables.
10. Jeu selon l'une des revendications 6-9, caractérisé par le fait que les profils de raccordement et de séparation (5, 8) ont un côté plat pour le raccordement avec la partie de construction et un côté avec des nervures d'ancrage pour le raccordement avec le tapis d'asphalte.
11. Jeu selon la revendication 10,
caractérisé
par le fait que le profil de raccordement et le profil de séparation sont réunis de manière séparable en un seul profil (Fig. 4).
12. Jeu selon l'une des revendications 6-11,
caractérisé
par le fait que le profil de raccordement et/ou le profil de séparation présentent des nervures d'ancrage (6') dont la section est en forme de tête ronde (Fig. 4).
13. Ouvrage de construction avec un tapis d'asphalte, qui, d'après le procédé selon la revendication 1, est placé contre une partie de construction,
caractérisé
par le fait qu'un profil de raccordement (6) est disposé à l'endroit de raccordement du tapis d'asphalte (3, 16) avec la partie de construction, en particulier la partie en béton de l'ouvrage, un profil de séparation (12) étant enfoncé dans le profil de raccordement.
14. Ouvrage selon la revendication 13,
caractérisé
par le fait qu'un profil de séparation (5) est disposé sous le profil de raccordement (8), entre la partie de construction et le tapis d'asphalte.
15. Ouvrage selon l'une des revendications 13 ou 14,
caractérisé
par le fait que le profil de raccordement (8) et le profil de séparation (5) sont ancrés dans le tapis d'asphalte par des nervures d'ancrage (6, 6').
16. Ouvrage selon l'une des revendications 13-15,
caractérisé
par le fait que le profil de raccordemnt (8) comprend une lèvre (11) dirigée vers le haut et s'appuyant contre la construction.
EP19790810013 1978-02-13 1979-02-05 Procédé de raccordement étanche, à l'épreuve de la fissuration, d'un revêtement d'asphalte à un élément de construction, jeu des profilés pour la mise en oeuvre du procédé et contruction construit selon ce procédé Expired EP0003720B2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH1550/78 1978-02-13
CH155078A CH628696A5 (de) 1978-02-13 1978-02-13 Verfahren zur erstellung eines bauwerks mit einem risssicheren anschluss eines asphaltbelages an einen bauteil.

Publications (4)

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

Family

ID=4213028

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19790810013 Expired EP0003720B2 (fr) 1978-02-13 1979-02-05 Procédé de raccordement étanche, à l'épreuve de la fissuration, d'un revêtement d'asphalte à un élément de construction, jeu des profilés pour la mise en oeuvre du procédé et contruction construit selon ce procédé

Country Status (5)

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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007048188A1 (fr) * 2005-10-26 2007-05-03 Granor Rubber & Engineering Pty Ltd Joint d'étanchéité

Families Citing this family (4)

* 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
US4875802A (en) * 1988-09-07 1989-10-24 The Edward W. Face Co., Inc. Installational concrete joint insert and method of preventing edge spalling
DE3906748A1 (de) * 1989-03-03 1990-09-20 Niederberg Chemie Kunststoffanschlussprofil
KR20030024015A (ko) * 2001-09-15 2003-03-26 안철승 교량및구조물의 다중세포고무판 삽입형 신축이음형성 방법

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US2230688A (en) * 1939-03-09 1941-02-04 Goodrich Co B F Expansion joint
DE840099C (de) * 1950-12-22 1952-05-26 Freudenberg Carl Kg Elastische Schienenlagerung fuer Strassenbahnen
DE1808071U (de) * 1959-05-08 1960-03-17 Herbert Ender Profil zur abdeckung und ausfuellung von dehnungsfugen.
CH373777A (fr) * 1961-11-14 1963-12-15 Sogerep S A Procédé de jointoiement entre deux éléments de construction dont l'un au moins est constitué par un tapis d'asphalte, et joint obtenu par la mise en oeuvre de ce procédé
DE1459753B1 (de) * 1964-01-20 1969-10-16 Rehau Plastiks Elastische Fugeneinlage für Straßendecken od. dgl.
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 (de) * 1969-12-27 1971-07-01 Denso Chemie Gmbh Verfahren zum Abdichten im Kaltverlege-System von Laengsfugen zwischen Heissasphaltschichten und Randbegrenzungen durch plastisch-elastische Verlegebaender sowie Vorrichtung zur Durchfuehrung des Verfahrens
US3630762A (en) * 1969-12-29 1971-12-28 Mineral Products Corp Waterproofing barrier
CH523389A (de) * 1971-06-02 1972-05-31 Huber+Suhner Ag Dichtungsprofil aus kautschukelastischem Material
AU3907672A (en) * 1972-02-17 1973-08-23 Edoco Technical Products, Inc Concrete joint sealing means
CH546308A (de) * 1972-08-17 1974-02-28 Stog Kg Ind & Rohrleitung Fugeneinlage fuer brueckenuebergaenge, strassen u. dgl.
DE2242110A1 (de) * 1972-08-26 1974-02-28 Bernt Von Zur Dr Muehlen Fugendichtprofil aus kunststoff
DE2249879C3 (de) * 1972-10-11 1979-06-21 Robert 8400 Regensburg Eckert U-förmige Dehnfugenleiste für einen Estrich und Verfahren zu deren Einbau
FR2292907A1 (fr) * 1974-11-27 1976-06-25 Toffolo Albert Nouveau joint de dilatation
BE831113A (nl) * 1975-07-08 1975-11-03 Werkwijze en afdichting voor het afdichten van een uitzettingsvoeg en profiellijst hierbij gebruikt
FR2331650A1 (fr) * 1975-11-13 1977-06-10 Laugier Elie Joint de dilatation pour la construction
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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007048188A1 (fr) * 2005-10-26 2007-05-03 Granor Rubber & Engineering Pty Ltd Joint d'étanchéité

Also Published As

Publication number Publication date
DE2961845D1 (en) 1982-03-04
EP0003720A3 (en) 1979-09-05
AT372442B (de) 1983-10-10
EP0003720B1 (fr) 1982-01-20
BE900408Q (fr) 1984-12-17
EP0003720A2 (fr) 1979-08-22
ATA104979A (de) 1983-02-15
CH628696A5 (de) 1982-03-15

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