EP0003720A2 - 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

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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)
English (en)
Other versions
EP0003720B1 (fr
EP0003720A3 (en
EP0003720B2 (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
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/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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    • 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.

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)
  • Revetment (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
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
CH155078A CH628696A5 (de) 1978-02-13 1978-02-13 Verfahren zur erstellung eines bauwerks mit einem risssicheren anschluss eines asphaltbelages an einen bauteil.
CH1550/78 1978-02-13

Publications (4)

Publication Number Publication Date
EP0003720A2 true EP0003720A2 (fr) 1979-08-22
EP0003720A3 EP0003720A3 (en) 1979-09-05
EP0003720B1 EP0003720B1 (fr) 1982-01-20
EP0003720B2 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 (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 (fr) * 1989-03-03 1990-09-05 Hüls Troisdorf Aktiengesellschaft Profilé de jonction en matière plastique
KR20030024015A (ko) * 2001-09-15 2003-03-26 안철승 교량및구조물의 다중세포고무판 삽입형 신축이음형성 방법

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 (fr) * 2005-10-26 2007-05-03 Granor Rubber & Engineering Pty Ltd Joint d'étanchéité

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 (de) * 1950-12-22 1952-05-26 Freudenberg Carl Kg Elastische Schienenlagerung fuer Strassenbahnen
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
CH389664A (de) * 1959-05-08 1965-03-31 Bolta Werk Gmbh Dehnungsfugenband
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 (de) * 1964-01-20 1969-10-16 Rehau Plastiks Elastische Fugeneinlage für Straßendecken od. dgl.
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
DE2242110A1 (de) * 1972-08-26 1974-02-28 Bernt Von Zur Dr Muehlen Fugendichtprofil aus kunststoff
CH546308A (de) * 1972-08-17 1974-02-28 Stog Kg Ind & Rohrleitung Fugeneinlage fuer brueckenuebergaenge, strassen u. dgl.
DE2249879A1 (de) * 1972-10-11 1974-04-25 Robert Eckert Verfahren zur herstellung einer trennoder randfugenanordnung in einem estrich sowie einrichtungen zur durchfuehrung desselben
FR2292907A1 (fr) * 1974-11-27 1976-06-25 Toffolo Albert Nouveau joint de dilatation
US4023324A (en) * 1976-01-08 1977-05-17 Harry Majeske Methods of making expansion joints for roads and buildings
FR2331650A1 (fr) * 1975-11-13 1977-06-10 Laugier Elie Joint de dilatation pour la construction
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 (nl) * 1975-07-08 1975-11-03 Werkwijze en afdichting voor het afdichten van een uitzettingsvoeg en profiellijst hierbij gebruikt

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 (de) * 1950-12-22 1952-05-26 Freudenberg Carl Kg Elastische Schienenlagerung fuer Strassenbahnen
CH389664A (de) * 1959-05-08 1965-03-31 Bolta Werk Gmbh Dehnungsfugenband
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
DE2249879A1 (de) * 1972-10-11 1974-04-25 Robert Eckert Verfahren zur herstellung einer trennoder randfugenanordnung in einem estrich sowie einrichtungen zur durchfuehrung desselben
FR2292907A1 (fr) * 1974-11-27 1976-06-25 Toffolo Albert Nouveau joint de dilatation
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

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 (fr) * 1989-03-03 1990-09-05 Hüls Troisdorf Aktiengesellschaft Profilé de jonction en matière plastique
KR20030024015A (ko) * 2001-09-15 2003-03-26 안철승 교량및구조물의 다중세포고무판 삽입형 신축이음형성 방법

Also Published As

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

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