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EP1023414B1 - Bande couvre-joint en bitume fusible - Google Patents

Bande couvre-joint en bitume fusible Download PDF

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Publication number
EP1023414B1
EP1023414B1 EP98943830A EP98943830A EP1023414B1 EP 1023414 B1 EP1023414 B1 EP 1023414B1 EP 98943830 A EP98943830 A EP 98943830A EP 98943830 A EP98943830 A EP 98943830A EP 1023414 B1 EP1023414 B1 EP 1023414B1
Authority
EP
European Patent Office
Prior art keywords
joint sealant
sealant tape
bitumen
fusible coating
joint
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 - Lifetime
Application number
EP98943830A
Other languages
German (de)
English (en)
Other versions
EP1023414B2 (fr
EP1023414A1 (fr
Inventor
Eckard Sondermann
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.)
Dortmunder Gussasphalt GmbH and Co KG
Original Assignee
Dortmunder Gussasphalt GmbH and Co KG
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=7844132&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1023414(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Dortmunder Gussasphalt GmbH and Co KG filed Critical Dortmunder Gussasphalt GmbH and Co KG
Publication of EP1023414A1 publication Critical patent/EP1023414A1/fr
Application granted granted Critical
Publication of EP1023414B1 publication Critical patent/EP1023414B1/fr
Publication of EP1023414B2 publication Critical patent/EP1023414B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
    • E04D5/14—Fastening means therefor
    • E04D5/141—Fastening means therefor characterised by the location of the fastening means
    • E04D5/142—Fastening means therefor characterised by the location of the fastening means along the edge of the flexible material
    • 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
    • E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/09—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges
    • E01C23/0966—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving
    • E01C23/0986—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving with preformed elements, e.g. joint strips
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
    • E04D5/14—Fastening means therefor
    • E04D5/148—Fastening means therefor fastening by gluing
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E02D31/04—Watertight packings for use under hydraulic pressure

Definitions

  • the invention relates to a fusible bitumen joint tape for the Road, civil engineering, building and sewer construction, a process for its manufacture as well a procedure for laying the joint tape on a seam / connecting flank Asphalt layer in road construction.
  • Meltable bitumen joint tapes for road, civil engineering, building and sewer construction are manufactured in the factory and produce machine-preformed thermoplastic Band profiles of different cross sections are essentially made up of Bitumen or bitumen modifications exist as binders. These can for example additives of plastics, elastomers, plasticizers and contain mineral fillers.
  • DE-U 77 28 361 describes a laying device for self-adhesive or fusible Sealing tapes described, but no details on the structure the joint tapes are recognizable.
  • DE-U 93 13 030 relates to a shaped, strapless, bitumen-containing sealing material, for example from a premix of about 15% finely shredded Buna rubber and about 85% mixed bitumen mixed with additional mixed bitumen, oil, Slate flour and modified cellulose powder is mixed.
  • the so shaped In particular, tape is inserted cold and without primer into the seam flank.
  • DE 196 03 896 A1 describes a cold-process joint tape and a method for laying a joint tape.
  • a joint tape is used described in road construction, which consists of a polymer-modified road construction bitumen exists, which is provided on at least one side with an adhesive layer is.
  • the task is to be solved with this joint tape, a joint tape and a To create a process that involves cold laying, i.e. without the help of a Flame, allows.
  • Adhesive layer described there on the joint tape has however, the disadvantage that on the one hand the shelf life of the joint tape due to the relative instability of the adhesive, in contrast to the bitumen in which Rule can be adversely affected. It also affects one Adhesive layer especially based on SBS / SIS block copolymers Adhesion of the joint tapes to the joint flanks, especially if the joint tape or the seam / connecting flank is heated with a propane gas flame or also by the temperature of the mixed material of the new asphalt or Top layer, which is applied directly to the installed joint tape, is very high.
  • the problem with the present invention is to compare with the prior art technically improved bitumen joint tape for street, low, high and To provide sewer construction.
  • This problem is solved according to the invention in a first embodiment solved with a fusible bitumen joint tape according to claim 1.
  • the invention is based on the fact that in practice - of course in bad weather - is known, with the help of a gas burner, already melt the joint tape on one side to the seam / connecting flank in order to Avoid laying problems.
  • the corresponding are in the prior art Outside temperatures known.
  • the connecting edges are usually folded, cut or preformed and can consist of prefabricated building materials. They have to be as smooth as possible, firm and free of impurities, for example, rust particles must be removed from steel parts.
  • the processing of the joint tapes should only be done in dry weather and one Surface temperature of the component of +5 ° C. At temperatures up to +/- 0 ° C, the work can be continued if additional measures such as for example, the preheating of the seam and / or the flank has been determined are.
  • the invention enables the provision of a joint tape with a Assembly aid / Nerlegehoff is already factory-equipped and in every season even without aids, such as primer / primer or gas flame, on the seam / connecting flank can be pressed and remains until the fresh mix is counter-built is.
  • the enamel coating practically consists of a one-sided coating of the joint tape, which helps to avoid intolerance, primarily at Asphalt or concrete mainly consists of bitumen.
  • the melt coating made of polymer-modified bitumen. Such materials are Those skilled in the art are sufficiently well known.
  • the thickness of the enamel coating is not critical.
  • Particularly preferred in the sense The present invention is to provide the joint tape with a melt coating equip, which comprises a thickness of 0.1 to 2 mm, in particular 0.2 to 1 mm.
  • the material of the actual bitumen joint tape differs from the bitumen-containing enamel coating.
  • the bitumen-containing melt coating for example made of polymer-tempered Bitumen, a higher elasticity, in particular an improved cold bending capacity, an increased cone penetration as well as an increased resilience the actual bitumen joint tape.
  • the Melt coating has a cold bending capacity according to DIN 52123 of -20 ° C, while the cold bending capacity of the joint tape should be +/- 0 ° C. This allows working and laying the joint tape at temperatures up to about 0 ° C.
  • the cone penetration follows BS 2499 the melt coating at least 60 to 140 1/10 mm and the Cone penetration of the joint tape is 20 to 50 1/10 mm with the proviso that the difference in the values of cone penetration is at least 20 to 60 1/10 mm is. This ensures that the melt coating adheres to existing ones Bumps better conforms to the seam and / or connecting flank.
  • bitumen joint tape and the bitumen-containing enamel coating can also, for example, by the choice of different bitumen can be set. So it is in the sense of the present Invention particularly preferred, the bitumen joint tape made of a polymer-modified Bitumen with a relatively high proportion of fillers and possibly fiber components provide. In contrast, it is preferred for the purposes of the present invention if with the same starting bitumen for the bitumen joint tape and the bitumen-containing Melt coating the mineral content lower, and especially the polymer content is higher in the bituminous enamel coating than in the bitumen joint tape.
  • bitumen-containing melt coating from 60 wt .-% to 93 wt .-% bitumen consists.
  • the joint tape can contain from 60% to 93% by weight bitumen.
  • bitumen-containing enamel coating can be done in different ways be applied to the joint tape. As a state of the art anyway separating paper used is provided, the bitumen-containing enamel coating covers, it may be appropriate, the joint tape according to the invention produce that first a melt coating on a release paper and then apply the joint tape to the back of the enamel coating.
  • the melt coating not as a continuous surface on the surface of the joint tape apply, but this in the form of a punctiform, possibly grid-shaped Enamel coating.
  • This will in particular material for the Melt coating saved and according to the invention the same holding effect achieved, which also with a continuous large-area enamel coating is achieved.
  • a change in location of the joint tape is advantageous possible before the mix is introduced, which does not cause damage of the joint tape.
  • there is extensive contact of the material given the joint tape with the mix the only selectively, if necessary interrupted in a grid pattern by small surface portions of the enamel coating is.
  • Another embodiment of the present invention relates to a method for laying a joint tape according to the invention, in particular on a Seam / connecting flank of a top layer in road construction.
  • the joint tape stopped by pressing. It goes without saying to ensure that the enamel coating is in contact with the seam / connecting flank comes.
  • the seam / connecting flank first with a spreadable, sprayable, at least levelable primer to be provided before the joint tape is fixed by pressing.
  • a primer known primers can be used, such as they are commercially available, for example, under the name ColzumixP ⁇ .
  • seams and / or flanks must be clean and dry. Adhesive dirt residues are to be removed in particular with a wire brush or compressed air. Moist flanks can be dried with hot air.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Mining & Mineral Resources (AREA)
  • Road Paving Structures (AREA)
  • Sealing Material Composition (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)
  • Adhesive Tapes (AREA)
  • Adhesives Or Adhesive Processes (AREA)
  • Cable Accessories (AREA)
  • Building Environments (AREA)
  • Organic Insulating Materials (AREA)

Claims (16)

  1. Bande couvre-joint en bitume fusible pour la construction routière, les travaux publics, le bâtiment et la construction d'égouts, comportant un revêtement fusible, contenant du bitume, appliqué sur au moins un côté de la surface de la bande.
  2. Bande couvre-joint selon la revendication 1, caractérisée en ce que le revêtement fusible est constitué de bitume renforcé par un polymère.
  3. Bande couvre-joint selon la revendication 1, caractérisée en ce que le revêtement fusible a une épaisseur de 0,1 à 2 mm.
  4. Bande couvre-joint selon la revendication 1, caractérisée en ce que le revêtement fusible a une épaisseur de 0, 2 à 1 mm.
  5. Bande couvre-joint selon l'une des revendications 1 à 4, caractérisée en ce que la capacité de pliage à froid selon DIN 52123 du revêtement fusible est de -20°C, la capacité de pliage à froid selon DIN 52123 de la bande couvre-joint étant de ± 0°C.
  6. Bande couvre-joint selon l'une des revendications 1 à 5, caractérisée en ce que la pénétration au cône selon BS 2499 du revêtement fusible est d'au moins 60 à 140 1/10 mm, la pénétration au cône selon BS 2499 de la bande couvre-joint étant de 20 à 50 1/10 mm, à la condition que la différence des valeurs de la pénétration au cône selon BS 2499 soit d'au moins 20 à 60 1/10 mm.
  7. Bande couvre-joint selon l'une des revendications 1 à 6, caractérisée en ce que la reprise élastique selon BS 2499 du revêtement fusible est au moins de 60 % à 90 %, la reprise élastique selon BS 2499 de la bande couvre-joint étant de 15 à 55 %.
  8. Bande couvre-joint selon l'une des revendications 1 à 7, laquelle contient de 60 à 93 % en poids de bitume.
  9. Bande couvre-joint selon l'une des revendications 1 à 8, caractérisée en ce que le revêtement fusible contient des matières minérales, des plastifiants et des constituants polymères.
  10. Bande couvre-joint selon l'une des revendications 1 à 9, comportant un revêtement fusible ponctuel et éventuellement tramé.
  11. Bande couvre-joint selon l'une des revendications 1 à 10, caractérisée en ce que le revêtement fusible comporte un papier de séparation.
  12. Procédé de fabrication d'une bande couvre-joint selon la revendication 11, caractérisé en ce qu'on applique d'abord un revêtement fusible sur un papier de séparation, puis applique la bande couvre-joint sur la face arrière du revêtement fusible.
  13. Procédé de fabrication d'une bande couvre-joint selon la revendication 11, caractérisé en ce qu'on applique d'abord un revêtement fusible sur la bande couvre-joint, puis applique le papier de séparation.
  14. Procédé de pose d'une bande couvre-joint, en particulier d'un flanc de joint/raccord d'une couche de roulement en construction routière selon l'une des revendications 1 à 11, caractérisé en ce que la bande couvre-joint est fixée par pressage.
  15. Procédé selon la revendication 14, caractérisé en ce qu'on chauffe légèrement à l'aide d'une flamme de gaz le flanc de joint/raccord et/ou la bande couvre-joint, avant le pressage de la bande couvre-joint.
  16. Procédé selon la revendication 14 ou 15, caractérisé en ce qu'on applique sur le flanc de joint/raccord une couche d'apprêt pouvant être appliquée au pinceau, au pistolet, et au moins à la spatule.
EP98943830A 1997-09-30 1998-08-04 Bande couvre-joint en bitume fusible Expired - Lifetime EP1023414B2 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19743166 1997-09-30
DE19743166A DE19743166A1 (de) 1997-09-30 1997-09-30 Anschmelzbares Bitumen-Fugenband
PCT/EP1998/004840 WO1999016844A1 (fr) 1997-09-30 1998-08-04 Bande couvre-joint en bitume fusible

Publications (3)

Publication Number Publication Date
EP1023414A1 EP1023414A1 (fr) 2000-08-02
EP1023414B1 true EP1023414B1 (fr) 2002-11-06
EP1023414B2 EP1023414B2 (fr) 2007-08-01

Family

ID=7844132

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98943830A Expired - Lifetime EP1023414B2 (fr) 1997-09-30 1998-08-04 Bande couvre-joint en bitume fusible

Country Status (11)

Country Link
EP (1) EP1023414B2 (fr)
KR (1) KR100567091B1 (fr)
AT (1) ATE227327T1 (fr)
AU (1) AU9158398A (fr)
CA (1) CA2302368A1 (fr)
CZ (1) CZ299966B6 (fr)
DE (2) DE19743166A1 (fr)
HU (1) HUP0003662A3 (fr)
PL (1) PL191178B1 (fr)
TR (1) TR200000833T2 (fr)
WO (1) WO1999016844A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1983102A2 (fr) 2007-04-18 2008-10-22 Kebulin-Gesellschaft Kettler GmbH & Co. KG Bande de joint en bitumes plastique élastique pouvant fondre destinée à la fabrication de coutures et de raccords et son procédé de fabrication

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19939372C2 (de) * 1999-08-19 2003-01-02 Christa Reiners Fugeneinlage im Straßenbau
DE10008689A1 (de) * 2000-02-24 2001-10-04 Vedag Dachsysteme Gmbh & Co Kg Verfahren zum Verlegen bituminöser Dichtungsbahnen und dafür geeignete Dichtungsbahnen und daraus hergestellte Dachabdichtung
DE10125626A1 (de) * 2001-05-25 2002-12-12 Kebulin Ges Kettler Gmbh & Co System für eine Fugenausbildung
DE20200884U1 (de) 2002-01-22 2002-04-18 Dortmunder Gußasphalt GmbH & Co. Mischwerke, 59494 Soest Anschmelzbares Bitumen-Fugenband
DE20209974U1 (de) 2002-06-27 2002-09-12 DENSO GmbH, 51371 Leverkusen Bitumenfugenband
DE10326161A1 (de) * 2003-06-10 2004-12-30 Denso-Holding Gmbh & Co Bitumenfugenbänder
KR100845604B1 (ko) * 2007-02-28 2008-07-10 이용찬 아스팔트 도로 봉합 테이프의 제조방법
DE102011109114A1 (de) 2011-08-02 2013-02-07 Denso-Holding Gmbh & Co. Fugenband für den Straßenbau mit aktivierbarer Klebeschicht

Citations (3)

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Publication number Priority date Publication date Assignee Title
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
DE2225358A1 (de) * 1971-05-30 1972-12-14 W.R. Grace & Co., New York, N.Y. (V.St. A.) Vorgefertigtes bogen- oder bahnförmiges Material
EP0792973A1 (fr) * 1996-02-03 1997-09-03 DENSO-Holding GmbH & Co. Bande de jointoiement travaillable à froid et procédé de mise en place d'une bande de jointoiement

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FR2324201A7 (fr) * 1974-01-07 1977-04-08 Siplast Societe Nouvelle Bande de pontage pour revetements de supports
US4102718A (en) * 1976-01-12 1978-07-25 Ludwig Eigenmann Method and devices for applying tape marking material on road surfaces
US4775567A (en) * 1986-10-24 1988-10-04 Hyload Corporation Waterproofing laminate
DE4126090C1 (en) * 1991-08-07 1993-01-28 Strabag Bau-Ag, 2000 Hamburg, De Seal for seams in concrete road surfaces - includes elastically deformable seam band which is placed in seam in U=shape
DE9313030U1 (de) * 1993-08-31 1993-11-04 BITUTEC Bitumen-Technik Service- und Vertriebsgesellschaft mbH, 71554 Weissach Geformtes, trägerloses, bitumenhaltiges Dichtungsmaterial
USH1580H (en) * 1994-11-08 1996-08-06 Shell Oil Company Asphalt composition containing highly coupled radial polymers
DE19503940A1 (de) * 1995-02-07 1996-08-08 Juergen Stehr Verfahren zum Verbinden der Mittelnähte von Asphaltbahnen sowie Vorrichtung zur Durchführung des Verfahrens
NZ299329A (en) † 1995-10-10 1998-05-27 Holland Hitch Co Self lubricating fifth wheel hitch with lubricious pads forming bearing surface of hitch plate

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
DE2225358A1 (de) * 1971-05-30 1972-12-14 W.R. Grace & Co., New York, N.Y. (V.St. A.) Vorgefertigtes bogen- oder bahnförmiges Material
EP0792973A1 (fr) * 1996-02-03 1997-09-03 DENSO-Holding GmbH & Co. Bande de jointoiement travaillable à froid et procédé de mise en place d'une bande de jointoiement

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Prospekt HEMATECT *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1983102A2 (fr) 2007-04-18 2008-10-22 Kebulin-Gesellschaft Kettler GmbH & Co. KG Bande de joint en bitumes plastique élastique pouvant fondre destinée à la fabrication de coutures et de raccords et son procédé de fabrication
DE102007018672A1 (de) 2007-04-18 2008-10-23 Kebulin-Gesellschaft Kettler Gmbh & Co. Kg Anschmelzbares plastisch-elastisches Bitumen-Fugenband zur Herstellung von Nähten und von Anschlüssen und Verfahren zu dessen Herstellung

Also Published As

Publication number Publication date
EP1023414B2 (fr) 2007-08-01
CZ299966B6 (cs) 2009-01-07
DE19743166A1 (de) 1999-04-01
PL191178B1 (pl) 2006-03-31
CA2302368A1 (fr) 1999-04-08
KR100567091B1 (ko) 2006-03-31
CZ20001099A3 (cs) 2000-12-13
KR20010024165A (ko) 2001-03-26
HUP0003662A3 (en) 2002-01-28
DE59806213D1 (de) 2002-12-12
ATE227327T1 (de) 2002-11-15
TR200000833T2 (tr) 2000-09-21
PL339558A1 (en) 2000-12-18
AU9158398A (en) 1999-04-23
EP1023414A1 (fr) 2000-08-02
HUP0003662A2 (hu) 2001-02-28
WO1999016844A1 (fr) 1999-04-08

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