CA2302368A1 - Melting, bituminous tape joint - Google Patents
Melting, bituminous tape joint Download PDFInfo
- Publication number
- CA2302368A1 CA2302368A1 CA002302368A CA2302368A CA2302368A1 CA 2302368 A1 CA2302368 A1 CA 2302368A1 CA 002302368 A CA002302368 A CA 002302368A CA 2302368 A CA2302368 A CA 2302368A CA 2302368 A1 CA2302368 A1 CA 2302368A1
- Authority
- CA
- Canada
- Prior art keywords
- joint sealant
- sealant tape
- fusible coating
- bitumen
- 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.)
- Abandoned
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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Mining & Mineral Resources (AREA)
- Road Paving Structures (AREA)
- Sealing Material Composition (AREA)
- Adhesive Tapes (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
- Cable Accessories (AREA)
- Adhesives Or Adhesive Processes (AREA)
- Building Environments (AREA)
- Organic Insulating Materials (AREA)
Abstract
A melting, bituminous tape joint is disclosed for road and channel construction, underground and overground workings, as well as a process for producing the same and a process for setting the tape joint on a seam or joint edge of a road covering layer. The tape joint comprises a bituminous melting coating applied on at least one side of the surface of the tape.
Description
SMB
Fusible Bitumen Joint Sealant Tape The present invention relates to a fusible bitumen joint sealant tape for use in road construction, civil and structural engineering and canal construction, a process for its preparation, and a method of laying the joint sealant tape at a seam/connecting flank of an asphalt layer in road construction.
Fusible bitumen joint sealant tapes for road construction, civil and struc-tural engineering and canal construction are manufactured and are me-chanically preformed thermoplastic tape profiles with various cross-sections which essentially consist of bitumen or bitumen modifications as binders.
They may contain, for example, additions of plastic, elastomers, plasticiz-ers and mineral fillers.
DE-U 77 28 361 describes a laying device for self-adhesive or fusible sealant tapes, but no further details as to the configuration of the joint sealant tapes can be seen.
DE-U 93 13 030 relates to ~ a shaped unsupported bitumen-containing sealant material, for example, made from a premix of about 15% finely shredded buna rubber and about 85% blended bitumen, which is admixed with further blended bitumen, oil, slate flour and modified cellulose powder.
In particular, the thus formed tape is inserted cold in the seam flank and without a primer.
DE 196 03 896 A1 describes a cold processable joint sealant tape and a method of laying a joint sealant tape. In particular, a joint sealant tape is described for use in road construction, consisting of a polymer-improved road construction bitumen provided with an adhesive layer on at least one side thereof. With this joint sealant tape, there is to be achieved the object _2_ of providing a joint sealant tape and a method which enable cold laying, i.e., without the aid of a flame.
However, the application of an adhesive layer, as described therein, to the joint sealant tape has a drawback in that the shelf life of the joint sealant - tape can be adversely affected, as a rule, by the relative instability of the adhesive, in contrast to that of bitumen. In addition, an adhesive layer, especially one based on SBS/SIS block copolymers, adversely affects the adhesion of the joint sealant tapes to the joint flanks, especially if the joint sealant tape or the seam/connecting flank is slightly heated up with a propane gas flame, or if the temperature of the mix for the asphalt or top layer to be newly applied, which is brought immediately adjacent to the laid joint sealant tape, is rather high.
It has been the object of the present invention to provide a bitumen joint sealant tape for use in road construction, civil and structural engineering and canal construction which is improved over those of the prior art.
According to the invention, this problem is achieved, in a first embodiment, by a fusible bitumen joint sealant tape which comprises a bitumen-containing fusible coating applied to at least one major surface of the tape.
While predominantly in the prior art, prior to applying the joint sealant tape, a bitumen-containing primer has generally been sprayed or brushed onto the seam/connecting flank, in order to support the adhesion of the joint sealant tape when it is applied and also to bind dust, if any, it is possible, using the present invention, to dispense with priming as a rule when the outside temperatures are appropriate and the edges/flanks are clean. The application of a primer can be dispensed with at all tempera tures. After application by pressing with a wooden or metallic spatula or another suitable tool, the joint sealant tape according to the invention remains at the edge/flank by itself. The starting point of the invention is the fact that in practice, especially when the weather is unfavorable, it is known to fuse the joint sealant tape to the seam/connecting flank on one side J
thereof already, using a gas burner, in order to avoid laying problems. In the prior art, corresponding outside temperatures are known. The con-netting flanks are usually beveled, cut or precased and can consist of prefabricated building materials. They must be made as smooth as possi-ble, be solid and free of contaminations; for example, rust particles must be removed from steel parts.
The working of the joint sealant tapes should only be performed when the weather is dry and the construction element has a surface temperature of +S °C. At temperatures down to +/- 0 °C, the work can be continued when additional measures, such as preheating the seam and/or the flank, have been established.
The invention provides a joint sealant tape which is already equipped with a mounting aid/laying aid by manufacture and can be pressed against the seam/connecting flank at all times of year even without using aids such as a primer or a gas flame, and remains there until the fresh mix has been applied against.
Conveniently, the fusible coating consists of a coating on one side of the joint sealant tape which is predominantly comprised of bitumen in order to avoid incompatibilities, especially with asphalt or concrete. In a particularly preferred embodiment of the present invention, the fusible coating consists of polymer-improved bitumen. Such materials are sufficiently known to the skilled person from the prior art.
The thickness of the fusible coating is not critical. However, the layer should be applied as thin as possible. It is particularly preferred according to the present invention to provide the joint sealant tape with a fusible coating which comprises a thickness of from 0.1 to 2 mm, especially from 0.2 to 1 mm.
According to the invention, the material of the actual bitumen joint sealant tape is different from that of the bitumen-containing fusible coating. In particular, it is preferred that the bitumen-containing fusible coating, for example, made of polymer-improved bitumen, has a higher elasticity, especially an improved cold flex temperature, an increased cone penetra-tion and an increased recovery as compared to the actual bitumen joint sealant tape.
According to the present invention, it is particularly preferred for the fusible coating to have a cold flex temperature according to DIN 52123 of -20 °C, while the cold flex temperature of the joint sealant tape should be +/- 0 °C.
This enables the working and laying of the joint sealant tape at tempera-tures of down to about 0 °C.
Similarly, it is particularly preferred that the cone penetration according to BS 2499 of the fusible coating is from at least 60 to 140 tenths of mm, and the cone penetration of the joint sealant tape is from 20 to 50 tenths of mm, provided that the difference between the cone penetration values is from at least 20 to 60 tenths of mm. This ensures that the fusible coating more closely fits to existing roughnesses of the seam and/or connecting flank.
Also for an improved compensation of roughnesses of the seam and connecting flank, it is particularly preferred according to the invention that the recovery of the fusible coating according to BS 2499 is from at least 60% to 90% and the recovery of the joint sealant tape is from 15% to 55%.
The different physical properties of the bitumen joint sealant tape and the bitumen-containing fusible coating can also be achieved, for example, by selecting different bitumens. Thus, according to the present invention, it is particularly preferred for the bitumen joint sealant tape to be made from a polymer-improved bitumen having a relatively high content of fillers and optionally fibrous components. On the other hand, when the starting bitumens for the bitumen joint sealant tape and the bitumen-containing fusible coating are the same, ~t is preferred according to the present invention that the mineral content is lower and, in particular, that the polymer content is higher in the bitumen-containing fusible coating as compared to the bitumen joint sealant tape. Particularly preferred according to the present invention is a joint sealant tape in which the bitumen-containing fusible coating comprises of from 60 to 93% by weight of bitumen.
The bitumen-containing fusible coating can be applied to the joint sealant tape in any of different ways. Since the use of a release paper already employed in the prior art which covers the bitumen-containing fusible coating is intended anyway, it may be convenient to prepare the joint sealant tape according to the invention by first applying a fusible coating to a release paper and then applying the joint sealant tape to the backside of the fusible coating.
As an alternative to this embodiment of the preparation process, it is also possible to first apply the bitumen-containing fusible coating to the joint sealant tape and then to apply the release paper.
As an overall bonding of the bitumen joint sealant tape to the seam/con-necting flank using the present invention is not desired during the working, but just attachment of the joint sealant tape to the desired place is to be achieved, it is particularly preferred according to the present invention to apply the fusible coating, not as a continuous area on the surface of the joint sealant tape, but only at certain points, optionally in the form of a raster-like fusible coating. In particular, this saves material for the fusible coating, and according to the invention, the same adhering effect is achieved which would also be achieved with a continuous large-area fusible coating. Advantageously, however, it is possible to remove the joint sealant tape prior to applying the mix without damaging the joint sealant tape. In addition, a large-area contact of the material of the joint sealant tape with the mix is provided which is interrupted only at certain points, optionally in a raster-like form, by low surface fractions of the fusible coating.
Another embodiment of the present invention relates to a method of laying a joint sealant tape according to the invention, especially at a seam/con-necting flank of a top layer in road construction. According to the invention, the joint sealant tape is made to adhere by pressing against it. Of course, it has to be ensured that the fusible coating contacts the seam/connecting flank.
In the case where the weather conditions do not allow direct adhering of the joint sealant tape, it is preferred, also according to the invention, to slightly heat up the seam/connecting flank and/or the joint sealant tape with a gas flame.
In an alternative embodiment, it is also possible to first provide the seam/
connecting flank with a brushable or sprayable, at least flat-coatable, primer before the joint sealant tape is fixed by pressing against it. As the primers, there may be used per se known primers as commercially avail-able, for example, under the designation of Colzumix~.
The seams and/or flanks must be clean and dry. Sticking residues of dirt, in particular, have to be removed with a wire brush or compressed air. Moist flanks can be dried using hot air.
For greater lengths to be applied, it may be preferable to use mechanical equipment.
Fusible Bitumen Joint Sealant Tape The present invention relates to a fusible bitumen joint sealant tape for use in road construction, civil and structural engineering and canal construction, a process for its preparation, and a method of laying the joint sealant tape at a seam/connecting flank of an asphalt layer in road construction.
Fusible bitumen joint sealant tapes for road construction, civil and struc-tural engineering and canal construction are manufactured and are me-chanically preformed thermoplastic tape profiles with various cross-sections which essentially consist of bitumen or bitumen modifications as binders.
They may contain, for example, additions of plastic, elastomers, plasticiz-ers and mineral fillers.
DE-U 77 28 361 describes a laying device for self-adhesive or fusible sealant tapes, but no further details as to the configuration of the joint sealant tapes can be seen.
DE-U 93 13 030 relates to ~ a shaped unsupported bitumen-containing sealant material, for example, made from a premix of about 15% finely shredded buna rubber and about 85% blended bitumen, which is admixed with further blended bitumen, oil, slate flour and modified cellulose powder.
In particular, the thus formed tape is inserted cold in the seam flank and without a primer.
DE 196 03 896 A1 describes a cold processable joint sealant tape and a method of laying a joint sealant tape. In particular, a joint sealant tape is described for use in road construction, consisting of a polymer-improved road construction bitumen provided with an adhesive layer on at least one side thereof. With this joint sealant tape, there is to be achieved the object _2_ of providing a joint sealant tape and a method which enable cold laying, i.e., without the aid of a flame.
However, the application of an adhesive layer, as described therein, to the joint sealant tape has a drawback in that the shelf life of the joint sealant - tape can be adversely affected, as a rule, by the relative instability of the adhesive, in contrast to that of bitumen. In addition, an adhesive layer, especially one based on SBS/SIS block copolymers, adversely affects the adhesion of the joint sealant tapes to the joint flanks, especially if the joint sealant tape or the seam/connecting flank is slightly heated up with a propane gas flame, or if the temperature of the mix for the asphalt or top layer to be newly applied, which is brought immediately adjacent to the laid joint sealant tape, is rather high.
It has been the object of the present invention to provide a bitumen joint sealant tape for use in road construction, civil and structural engineering and canal construction which is improved over those of the prior art.
According to the invention, this problem is achieved, in a first embodiment, by a fusible bitumen joint sealant tape which comprises a bitumen-containing fusible coating applied to at least one major surface of the tape.
While predominantly in the prior art, prior to applying the joint sealant tape, a bitumen-containing primer has generally been sprayed or brushed onto the seam/connecting flank, in order to support the adhesion of the joint sealant tape when it is applied and also to bind dust, if any, it is possible, using the present invention, to dispense with priming as a rule when the outside temperatures are appropriate and the edges/flanks are clean. The application of a primer can be dispensed with at all tempera tures. After application by pressing with a wooden or metallic spatula or another suitable tool, the joint sealant tape according to the invention remains at the edge/flank by itself. The starting point of the invention is the fact that in practice, especially when the weather is unfavorable, it is known to fuse the joint sealant tape to the seam/connecting flank on one side J
thereof already, using a gas burner, in order to avoid laying problems. In the prior art, corresponding outside temperatures are known. The con-netting flanks are usually beveled, cut or precased and can consist of prefabricated building materials. They must be made as smooth as possi-ble, be solid and free of contaminations; for example, rust particles must be removed from steel parts.
The working of the joint sealant tapes should only be performed when the weather is dry and the construction element has a surface temperature of +S °C. At temperatures down to +/- 0 °C, the work can be continued when additional measures, such as preheating the seam and/or the flank, have been established.
The invention provides a joint sealant tape which is already equipped with a mounting aid/laying aid by manufacture and can be pressed against the seam/connecting flank at all times of year even without using aids such as a primer or a gas flame, and remains there until the fresh mix has been applied against.
Conveniently, the fusible coating consists of a coating on one side of the joint sealant tape which is predominantly comprised of bitumen in order to avoid incompatibilities, especially with asphalt or concrete. In a particularly preferred embodiment of the present invention, the fusible coating consists of polymer-improved bitumen. Such materials are sufficiently known to the skilled person from the prior art.
The thickness of the fusible coating is not critical. However, the layer should be applied as thin as possible. It is particularly preferred according to the present invention to provide the joint sealant tape with a fusible coating which comprises a thickness of from 0.1 to 2 mm, especially from 0.2 to 1 mm.
According to the invention, the material of the actual bitumen joint sealant tape is different from that of the bitumen-containing fusible coating. In particular, it is preferred that the bitumen-containing fusible coating, for example, made of polymer-improved bitumen, has a higher elasticity, especially an improved cold flex temperature, an increased cone penetra-tion and an increased recovery as compared to the actual bitumen joint sealant tape.
According to the present invention, it is particularly preferred for the fusible coating to have a cold flex temperature according to DIN 52123 of -20 °C, while the cold flex temperature of the joint sealant tape should be +/- 0 °C.
This enables the working and laying of the joint sealant tape at tempera-tures of down to about 0 °C.
Similarly, it is particularly preferred that the cone penetration according to BS 2499 of the fusible coating is from at least 60 to 140 tenths of mm, and the cone penetration of the joint sealant tape is from 20 to 50 tenths of mm, provided that the difference between the cone penetration values is from at least 20 to 60 tenths of mm. This ensures that the fusible coating more closely fits to existing roughnesses of the seam and/or connecting flank.
Also for an improved compensation of roughnesses of the seam and connecting flank, it is particularly preferred according to the invention that the recovery of the fusible coating according to BS 2499 is from at least 60% to 90% and the recovery of the joint sealant tape is from 15% to 55%.
The different physical properties of the bitumen joint sealant tape and the bitumen-containing fusible coating can also be achieved, for example, by selecting different bitumens. Thus, according to the present invention, it is particularly preferred for the bitumen joint sealant tape to be made from a polymer-improved bitumen having a relatively high content of fillers and optionally fibrous components. On the other hand, when the starting bitumens for the bitumen joint sealant tape and the bitumen-containing fusible coating are the same, ~t is preferred according to the present invention that the mineral content is lower and, in particular, that the polymer content is higher in the bitumen-containing fusible coating as compared to the bitumen joint sealant tape. Particularly preferred according to the present invention is a joint sealant tape in which the bitumen-containing fusible coating comprises of from 60 to 93% by weight of bitumen.
The bitumen-containing fusible coating can be applied to the joint sealant tape in any of different ways. Since the use of a release paper already employed in the prior art which covers the bitumen-containing fusible coating is intended anyway, it may be convenient to prepare the joint sealant tape according to the invention by first applying a fusible coating to a release paper and then applying the joint sealant tape to the backside of the fusible coating.
As an alternative to this embodiment of the preparation process, it is also possible to first apply the bitumen-containing fusible coating to the joint sealant tape and then to apply the release paper.
As an overall bonding of the bitumen joint sealant tape to the seam/con-necting flank using the present invention is not desired during the working, but just attachment of the joint sealant tape to the desired place is to be achieved, it is particularly preferred according to the present invention to apply the fusible coating, not as a continuous area on the surface of the joint sealant tape, but only at certain points, optionally in the form of a raster-like fusible coating. In particular, this saves material for the fusible coating, and according to the invention, the same adhering effect is achieved which would also be achieved with a continuous large-area fusible coating. Advantageously, however, it is possible to remove the joint sealant tape prior to applying the mix without damaging the joint sealant tape. In addition, a large-area contact of the material of the joint sealant tape with the mix is provided which is interrupted only at certain points, optionally in a raster-like form, by low surface fractions of the fusible coating.
Another embodiment of the present invention relates to a method of laying a joint sealant tape according to the invention, especially at a seam/con-necting flank of a top layer in road construction. According to the invention, the joint sealant tape is made to adhere by pressing against it. Of course, it has to be ensured that the fusible coating contacts the seam/connecting flank.
In the case where the weather conditions do not allow direct adhering of the joint sealant tape, it is preferred, also according to the invention, to slightly heat up the seam/connecting flank and/or the joint sealant tape with a gas flame.
In an alternative embodiment, it is also possible to first provide the seam/
connecting flank with a brushable or sprayable, at least flat-coatable, primer before the joint sealant tape is fixed by pressing against it. As the primers, there may be used per se known primers as commercially avail-able, for example, under the designation of Colzumix~.
The seams and/or flanks must be clean and dry. Sticking residues of dirt, in particular, have to be removed with a wire brush or compressed air. Moist flanks can be dried using hot air.
For greater lengths to be applied, it may be preferable to use mechanical equipment.
Claims (15)
1. A fusible bitumen joint sealant tape for use in road construction, civil and structural engineering and canal construction, comprising a bitumen-containing fusible coating applied to at least one major surface of the tape.
2. The joint sealant tape according to claim 1, characterized in that said fusible coating consists of polymer-improved bitumen.
3. The joint sealant tape according to claim 1, characterized in that said fusible coating has a thickness of from 0.1 to 2 mm, especially from 0.2 to 1 mm.
4. The joint sealant tape according to any of claims 1 to 3, characterized in that the cold flex temperature of said fusible coating is +20 °C, and the cold flex temperature of said joint sealant tape is +/- 0 °C.
5. The joint sealant tape according to any of claims 1 to 4, characterized in that the cone penetration of said fusible coating is from at least 60 to 140 tenths of mm, and the cone penetration of said joint sealant tape is from 20 to 50 tenths of mm, provided that the difference between the cone penetration values is from at least 20 to 60 tenths of mm.
6. The joint sealant tape according to any of claims 1 to 5, characterized in that the recovery of said fusible coating is from at least 60% to 90%, and the recovery of said joint sealant tape is from 15% to 55%.
7. The joint sealant tape according to any of claims 1 to 6, characterized in that said joint sealant contains from 60 to 93% by weight of bitumen.
8. The joint sealant tape according to any of claims 1 to 7, characterized in that said fusible coating comprises minerals, plasticizers and polymer components.
9. The joint sealant tape according to any of claims 1 to 8, comprising said fusible coating at certain points only, optionally in raster form.
10. The joint sealant tape according to any of claims 1 to 9, characterized in that said fusible coating comprises a release paper.
11. A process for the preparation of a joint sealant tape according to claim 10, characterized in that a fusible coating is first applied to a release paper and then the joint sealant tape is applied to the backside of the fusible coating.
12. A process for the preparation of a joint sealant tape according to claim 10, characterized in that a fusible coating is first applied to said joint sealant tape and then the release paper is applied.
13. A method of laying a joint sealant tape according to any of claims 1 to 10, especially at a seam/connecting flank of a top layer in road construction, characterized in that said joint sealant tape is fixed by pressing against it.
14. The method according to claim 13, characterized in that the seam/
connecting flank and/or the joint sealant tape is heated up with a gas flame prior to pressing against the joint sealant tape.
connecting flank and/or the joint sealant tape is heated up with a gas flame prior to pressing against the joint sealant tape.
15. The method according to claim 13 or 14, characterized in that the seam/connecting flank is provided with a brushable or sprayable, at least flat-coatable, primer.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19743166A DE19743166A1 (en) | 1997-09-30 | 1997-09-30 | Meltable bitumen joint tape |
| DE19743166.6 | 1997-09-30 | ||
| PCT/EP1998/004840 WO1999016844A1 (en) | 1997-09-30 | 1998-08-04 | Melting, bituminous tape joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA2302368A1 true CA2302368A1 (en) | 1999-04-08 |
Family
ID=7844132
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA002302368A Abandoned CA2302368A1 (en) | 1997-09-30 | 1998-08-04 | Melting, bituminous tape joint |
Country Status (11)
| Country | Link |
|---|---|
| EP (1) | EP1023414B2 (en) |
| KR (1) | KR100567091B1 (en) |
| AT (1) | ATE227327T1 (en) |
| AU (1) | AU9158398A (en) |
| CA (1) | CA2302368A1 (en) |
| CZ (1) | CZ299966B6 (en) |
| DE (2) | DE19743166A1 (en) |
| HU (1) | HUP0003662A3 (en) |
| PL (1) | PL191178B1 (en) |
| TR (1) | TR200000833T2 (en) |
| WO (1) | WO1999016844A1 (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19939372C2 (en) * | 1999-08-19 | 2003-01-02 | Christa Reiners | Joint inlay in road construction |
| DE10008689A1 (en) * | 2000-02-24 | 2001-10-04 | Vedag Dachsysteme Gmbh & Co Kg | Process for laying bituminous waterproofing membranes and suitable waterproofing membranes and roof waterproofing made from them |
| DE10125626A1 (en) * | 2001-05-25 | 2002-12-12 | Kebulin Ges Kettler Gmbh & Co | A joint formation system for bituminous top coatings useful in application of bituminous building top layers |
| DE20200884U1 (en) | 2002-01-22 | 2002-04-18 | Dortmunder Gußasphalt GmbH & Co. Mischwerke, 59494 Soest | Meltable bitumen joint tape |
| DE20209974U1 (en) | 2002-06-27 | 2002-09-12 | DENSO GmbH, 51371 Leverkusen | Bitumen joint tape |
| DE10326161A1 (en) * | 2003-06-10 | 2004-12-30 | Denso-Holding Gmbh & Co | Bitumen joint strip for containment of substances capable of contaminating water contains bitumen, polymers, finely ground quartz, fibers, finely ground rubber and possibly electrically conductive constituents |
| KR100845604B1 (en) * | 2007-02-28 | 2008-07-10 | 이용찬 | The method of a suture tape for asphalt road |
| DE102007018672A1 (en) | 2007-04-18 | 2008-10-23 | Kebulin-Gesellschaft Kettler Gmbh & Co. Kg | Fusible plastic-elastic bitumen joint tape for the production of seams and connections and method for its production |
| DE102011109114A1 (en) | 2011-08-02 | 2013-02-07 | Denso-Holding Gmbh & Co. | Joint tape for road construction with activatable adhesive layer |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1965092A1 (en) * | 1969-12-27 | 1971-07-01 | Denso Chemie Gmbh | Applying asphalt coat seal strip |
| GB1400385A (en) * | 1971-05-30 | 1975-07-16 | Grace W R & Co | Preformed sheet-like structures |
| FR2324201A7 (en) * | 1974-01-07 | 1977-04-08 | Siplast Societe Nouvelle | Elastomer- or bitumen-impregnated glass web - for use in protection of roofing joints |
| 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 (en) * | 1993-08-31 | 1993-11-04 | BITUTEC Bitumen-Technik Service- und Vertriebsgesellschaft mbH, 71554 Weissach | Shaped, strapless, bituminous sealing material |
| USH1580H (en) * | 1994-11-08 | 1996-08-06 | Shell Oil Company | Asphalt composition containing highly coupled radial polymers |
| DE19503940A1 (en) * | 1995-02-07 | 1996-08-08 | Juergen Stehr | Method for binding middle seam of asphalt tracks for roads |
| 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 |
| DE19603896A1 (en) * | 1996-02-03 | 1997-08-07 | Denso Holding Gmbh & Co | Cold-applied joint tape and method for laying a joint tape |
-
1997
- 1997-09-30 DE DE19743166A patent/DE19743166A1/en not_active Withdrawn
-
1998
- 1998-08-04 DE DE59806213T patent/DE59806213D1/en not_active Expired - Lifetime
- 1998-08-04 HU HU0003662A patent/HUP0003662A3/en unknown
- 1998-08-04 CZ CZ20001099A patent/CZ299966B6/en not_active IP Right Cessation
- 1998-08-04 PL PL339558A patent/PL191178B1/en unknown
- 1998-08-04 KR KR1020007002933A patent/KR100567091B1/en not_active IP Right Cessation
- 1998-08-04 EP EP98943830A patent/EP1023414B2/en not_active Expired - Lifetime
- 1998-08-04 CA CA002302368A patent/CA2302368A1/en not_active Abandoned
- 1998-08-04 TR TR2000/00833T patent/TR200000833T2/en unknown
- 1998-08-04 AU AU91583/98A patent/AU9158398A/en not_active Abandoned
- 1998-08-04 WO PCT/EP1998/004840 patent/WO1999016844A1/en active IP Right Grant
- 1998-08-04 AT AT98943830T patent/ATE227327T1/en active
Also Published As
| Publication number | Publication date |
|---|---|
| PL191178B1 (en) | 2006-03-31 |
| CZ299966B6 (en) | 2009-01-07 |
| KR20010024165A (en) | 2001-03-26 |
| CZ20001099A3 (en) | 2000-12-13 |
| EP1023414B2 (en) | 2007-08-01 |
| KR100567091B1 (en) | 2006-03-31 |
| EP1023414A1 (en) | 2000-08-02 |
| EP1023414B1 (en) | 2002-11-06 |
| TR200000833T2 (en) | 2000-09-21 |
| HUP0003662A2 (en) | 2001-02-28 |
| DE59806213D1 (en) | 2002-12-12 |
| PL339558A1 (en) | 2000-12-18 |
| HUP0003662A3 (en) | 2002-01-28 |
| ATE227327T1 (en) | 2002-11-15 |
| WO1999016844A1 (en) | 1999-04-08 |
| DE19743166A1 (en) | 1999-04-01 |
| AU9158398A (en) | 1999-04-23 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FZDE | Discontinued |