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EP0981671B1 - Bande d'etancheite pour obturation entre palplanches - Google Patents

Bande d'etancheite pour obturation entre palplanches Download PDF

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Publication number
EP0981671B1
EP0981671B1 EP98966649A EP98966649A EP0981671B1 EP 0981671 B1 EP0981671 B1 EP 0981671B1 EP 98966649 A EP98966649 A EP 98966649A EP 98966649 A EP98966649 A EP 98966649A EP 0981671 B1 EP0981671 B1 EP 0981671B1
Authority
EP
European Patent Office
Prior art keywords
sealant tape
bitumen
sheet pile
fusible coating
tape according
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
EP98966649A
Other languages
German (de)
English (en)
Other versions
EP0981671A1 (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
Application filed by Dortmunder Gussasphalt GmbH and Co KG filed Critical Dortmunder Gussasphalt GmbH and Co KG
Publication of EP0981671A1 publication Critical patent/EP0981671A1/fr
Application granted granted Critical
Publication of EP0981671B1 publication Critical patent/EP0981671B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/14—Sealing joints between adjacent sheet piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2450/00—Gaskets
    • E02D2450/10—Membranes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements

Definitions

  • the invention relates to a fusible sheet pile lock sealing tape for civil engineering, engineering and sewer construction, a process for its Production and a method for laying the tape on a sheet pile.
  • Meltable bitumen sealing tapes for road, underground, high, engineering and sewer construction are manufactured in the factory and provide preformed machines thermoplastic strip profiles of different cross-sections, which are essentially consist of bitumen or bitumen modifications as binders.
  • This For example, additives of plastics, elastomers, plasticizers, Contain fibers and mineral fillers.
  • DE-U 77 28 361 describes a laying device for self-adhesive or fusible Sealing tapes described, with no further details on Structure of the sealing tapes are recognizable.
  • the sheet pile lock is usually partially or completely provided with a bitumen-containing lock sealing compound, which is specially designed for is prepared at the construction site or in the sheet piling manufacturing plant. This, pasty mass solid at room temperature is heated in a cooker and still hot inserted into the sheet pile lock.
  • a bitumen-containing lock sealing compound which is specially designed for is prepared at the construction site or in the sheet piling manufacturing plant. This, pasty mass solid at room temperature is heated in a cooker and still hot inserted into the sheet pile lock.
  • overheating problems, particularly improper handling. This will improve the quality of the sealing compound considerably impaired. Since the work on site is usually from Problems of uniformity arise from this the application of the potting compound in the sheet pile lock and Health and safety problems due to burns.
  • the Use of the sealing compound with a separate boiler and Associated mixing tool on site extremely expensive.
  • WPIDS Abstracts: Ref .: 89-018575 according to JP-63293216 A describes one Sliding layer made of asphalt bitumen with a softening point of 57 to 73 ° C and a penetration level of 70 to 90 on one side of a Sheet pile is applied.
  • a protective layer of asphalt-impregnated paper a thickness of 1.0 mm is applied as a sliding layer, the end faces the sliding layer and the protective layer with a butyl rubber or a Urethane rubber are sealed.
  • ref .: 88-238790 describes one according to JP-63171686 A.
  • Sheet pile with a thick layer of urethane resin, which is colored with a thin one Urethane layer is provided, wherein the colored urethane resin layer to the Ends and the sheet pile locks.
  • the main object of the present invention is therefore sheet pile locks to be provided with a seal against penetrating groundwater, the seal also used as a lubricant for stones or similar hard material, which prevents penetration into the sheet pile lock should also be used to reduce friction on sandy soils should serve to tilt the sheet piles when ramming or pressing prevent.
  • the particular object of the present invention is a bitumen sealing tape for use in sheet pile locks To make available.
  • this object is achieved in a first embodiment with a meltable bitumen sealing tape for civil engineering, engineering and sewer construction made of polymer-quenched bitumen, comprising at least one sided on the Bitumen-containing enamel coating applied to the surface of the tape with physical properties that differ from the bitumen sealing tape, solved.
  • the sealing tape according to the invention remains after pressing with a Wood / metal spatula or another suitable tool in the sheet pile lock.
  • the invention is based on the sealing tape if necessary with the help of a gas burner in the castle melt down to avoid laying problems.
  • 1 describes a typical composite structure of two sheet piles 1 and 1 ', which are connected to each other by means of sheet pile locks 2' and 2 ". By ramming or pressing on the top of the sheet piles 1, 1 ' these are usually driven into the ground one after the other.
  • a sheet pile lock 2 is shown in detail, in which an inventive Sealing tape 3 is introduced.
  • FIG. 4 shows a sheet pile lock sealing tape 3 according to the invention shown, which is provided with a release paper 4.
  • the enamel coating, between the actual meltable sealing tape and the Release paper is not shown here.
  • the invention enables the provision of a sealing tape that if necessary with an assembly aid / laying aid already in the factory is equipped and at any time of the year without aids such as Primer / primer pressed into the sheet pile lock and in it can be melted down.
  • the melt coating consists of polymer-modified bitumen conveniently from an at least one-sided coating of the Sealing tape, which mainly consists mainly of bitumen.
  • Such materials are known to the person skilled in the art from the prior art Road construction well known.
  • the thickness of the enamel coating is not critical.
  • the Layer should be applied as thinly as possible. Particularly preferred in The meaning of the present invention is to provide the sealing tape with a Equip melt coating, the thickness of 0.1 to 2 mm, in particular 0.2 to 1 mm.
  • the material of the bitumen sealing tape differs from the bitumen-containing enamel coating.
  • the bituminous enamel coating has a higher elasticity, in particular an improved cold bending ability, an increased Cone penetration and an increased resilience compared to Has bitumen sealing tape.
  • the Melt coating a cold bending capacity according to DIN 52123 of -20 ° C has, while the cold bending capacity of the sealing tape +/- 0 ° C. should be. This allows the sealing tape to work and to be laid 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 sealing tape 20 to 50 1/10 mm with the stipulation is that the difference in the values of the cone penetration is at least 20 to 60 Is 1/10 mm. This ensures that the melt coating better at existing bumps in the sheet pile locks hugs.
  • bitumen sealing tape and the bitumen-containing enamel coating can also be set, for example, by choosing different bitumen.
  • bitumen sealing tape from a polymer-modified bitumen with a relatively high Provide proportion of fillers and possibly fiber components.
  • the same Starting bitumen for the bitumen sealing tape and bituminous ones Melt coating the mineral content lower, and especially that Polymer content in the bitumen-containing enamel coating is higher than in Bitumen sealing tape.
  • Particularly preferred in the sense of the present Invention is a sealing tape in which the bitumen-containing Melt coating consists of 60 wt .-% to 93 wt .-% bitumen.
  • the geometric shape of the sealing tapes is essentially due to the locks of the sheet piles to be sealed. Particularly preferred in For the purposes of the present invention, semicircular, rectangular or triangular cross sections are therefore which press particularly well into the sheet pile lock to let.
  • the bitumen-containing enamel coating can be done in different ways be applied to the sealing tape. Since already in the state of the Technology used release paper is provided, which contains the bitumen Melt coating covers, it may be appropriate, the inventive Manufacture sealing tape by first Apply enamel coating to a release paper and then the sealing tape on the back of the enamel coating.
  • Another embodiment of the present invention relates to a method for laying a sealing tape according to the invention in one Sheet pile lock.
  • the sealing tape is removed of the release paper, if any, by pressing to fix it brought.
  • the sheet pile lock and / or the sealing tape with a Warm gas flame are also in the sense of the present invention preferred, the sheet pile lock and / or the sealing tape with a Warm gas flame.
  • the sheet pile locks should be clean and dry. Adherent Dirt residues are particularly to be cleaned with a wire brush or compressed air remove. Moist locks can be dried with hot air.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Sealing Material Composition (AREA)
  • Revetment (AREA)
  • Adhesive Tapes (AREA)
  • Wrappers (AREA)
  • Pens And Brushes (AREA)
  • Road Paving Structures (AREA)
  • Laminated Bodies (AREA)
  • Coating Apparatus (AREA)
  • Closures For Containers (AREA)

Claims (14)

  1. Bande d'étanchéité bitumée fusible pour obturation entre palplanches pour les travaux publics, les ouvrages d'art et la construction de canaux, à partir de bitume traité aux polymères, comprenant au moins un revêtement fusible à base de bitume appliqué d'un côté sur la surface de la bande et présentant des propriétés physiques qui diffèrent de celles de la bande d'étanchéité bitumée.
  2. Bande d'étanchéité selon la revendication 1, caractérisée en ce que le revêtement fusible présente une épaisseur entre 0,1 et 2 mm, en particulier entre 0,2 et 1 mm.
  3. Bande d'étanchéité selon la revendication 1 ou 2, caractérisée en ce que la capacité de pliage à froid du revêtement fusible est de +20 °C et que la capacité de pliage à froid de la bande d'étanchéité est de ± 0 °C.
  4. Bande d'étanchéité selon l'une des revendications 1 à 3, caractérisée en ce que la pénétrabilité au cône du revêtement fusible est comprise entre au moins 60 et 140 1/10 mm et que la pénétrabilité au cône de la bande d'étanchéité est comprise entre 20 et 50 1/10 mm, sachant que la différence entre les valeurs de pénétrabilité au cône est d'au moins 20 à 60 1/10 mm.
  5. Bande d'étanchéité selon l'une des revendications 1 à 4, caractérisée en ce que la reprise élastique du revêtement fusible est au moins supérieure à 60 % à 90 % et la reprise élastique de la bande d'étanchéité est de 15 % à 55 %.
  6. Bande d'étanchéité selon l'une des revendications 1 à 5, caractérisée en ce que la bande d'étanchéité contient 60 % en poids à 93 % en poids de bitume.
  7. Bande d'étanchéité selon l'une des revendications 1 à 6, caractérisée en ce que le revêtement fusible contient des agrégats minéraux, des plastifiants et des composants polymères.
  8. Bande d'étanchéité selon l'une des revendications 1 à 7, comportant un revêtement fusible ponctuel, éventuellement en forme de grille.
  9. Bande d'étanchéité selon l'une des revendications 1 à 8, caractérisée en ce que le revêtement fusible comporte un papier de séparation.
  10. Procédé de fabrication d'une bande d'étanchéité selon la revendication 9, caractérisé en ce que l'on dépose d'abord un revêtement fusible sur un papier de séparation, puis en ce que l'on applique ensuite la bande d'étanchéité sur la face arrière du revêtement fusible.
  11. Procédé de fabrication d'une bande d'étanchéité selon la revendication 9, caractérisé en ce que l'on dépose d'abord un revêtement fusible sur la bande d'étanchéité, puis en ce que l'on applique ensuite le papier de séparation.
  12. Procédé de pose d'une bande d'étanchéité pour obturation entre palplanches selon l'une des revendications 1 à 9, caractérisé en ce que la bande d'étanchéité, pour la fixation, est mise en place par compression dans le système d'obturation des palplanches.
  13. Procédé selon la revendication 12, caractérisé en ce que l'on chauffe les palplanches et/ou la bande d'étanchéité avec un bec de gaz avant compression de la bande couvre-joints.
  14. Procédé selon la revendication 12 ou 13, caractérisé en ce que l'on fait fondre la bande d'étanchéité avec un bec de gaz dans le système d'obturation des palplanches.
EP98966649A 1997-12-23 1998-12-19 Bande d'etancheite pour obturation entre palplanches Expired - Lifetime EP0981671B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19757495 1997-12-23
DE19757495A DE19757495A1 (de) 1997-12-23 1997-12-23 Spundbohlenschloß-Dichtungsband
PCT/EP1998/008353 WO1999034063A1 (fr) 1997-12-23 1998-12-19 Bande d'etancheite pour obturation entre palplanches

Publications (2)

Publication Number Publication Date
EP0981671A1 EP0981671A1 (fr) 2000-03-01
EP0981671B1 true EP0981671B1 (fr) 2001-04-11

Family

ID=7853153

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98966649A Expired - Lifetime EP0981671B1 (fr) 1997-12-23 1998-12-19 Bande d'etancheite pour obturation entre palplanches

Country Status (9)

Country Link
EP (1) EP0981671B1 (fr)
KR (1) KR20010033223A (fr)
AT (1) ATE200536T1 (fr)
AU (1) AU2415499A (fr)
CZ (1) CZ298828B6 (fr)
DE (2) DE19757495A1 (fr)
HU (1) HUP0101071A3 (fr)
PL (1) PL341336A1 (fr)
WO (1) WO1999034063A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2367321B (en) * 2000-09-30 2004-03-17 Corus Uk Ltd Metal sheet piling
DE10255222A1 (de) * 2002-11-27 2004-06-17 Wicona Bausysteme Gmbh Dichtungselement für Fenster, Türen, Fassaden und dergleichen
DE102008025981A1 (de) * 2008-05-30 2009-12-03 Tesa Se Bitumenband
KR102493747B1 (ko) * 2021-07-14 2023-02-06 에이치플러스에코 주식회사 시트파일 시공방법

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1013864A (fr) * 1950-03-06 1952-08-05 Entpr Fougerolle Pour Travaux Procédé pour réaliser l'étanchéité de joints de rideaux de palplanches métalliques et d'éléments préfabriqués en béton ou béton armé
DE1959381A1 (de) * 1969-11-26 1971-06-03 Benndorf Gottfried Dipl Ing Bituminoese schweissfaehige Dichtungsbahn und Verfahren zu ihrer Herstellung
DE2529375A1 (de) * 1975-07-02 1977-01-20 Volkswagenwerk Ag Schmelzbare dichtung in stangen- oder bandform
DE7728361U1 (de) * 1977-09-14 1977-12-29 Denso-Chemie Wedekind Kg, 5090 Leverkusen Verlegegeraet fuer selbstklebende oder anschmelzbare dichtungsbaender
DE2903769C2 (de) * 1979-02-01 1987-01-22 Phoenix Ag, 2100 Hamburg Schmelzkleber für Dichtungsbahnen
DE8105299U1 (de) * 1981-02-26 1981-11-12 Teroson Gmbh, 6900 Heidelberg Dichtungsbahn, insbesondere zur verwendung im hoch- oder tiefbau
JPS63171686A (ja) 1987-01-08 1988-07-15 Nkk Corp 着色被覆鋼矢板
JPH0772415B2 (ja) 1987-05-26 1995-08-02 新日本製鐵株式会社 滑り層付鋼矢板
DE9116738U1 (de) * 1990-03-17 1993-10-21 Dr. Kohl GmbH & Cie, Dachbelag- und Bautenschutzmittel-Fabrik, 46282 Dorsten Bitumenschweißbahn zur Verwendung in Brückenbauwerken
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
LU88161A1 (de) * 1992-08-19 1994-04-01 Arbed Dichtungsprofil fuer Spundbohlenschloesser
LU88397A1 (fr) * 1993-08-27 1995-03-01 Profilarbed Sa Procédé pour rendre étanches des assemblages de palplanches, dispositif pour la mise en place du matériau d'étanchement et joint étanche ainsi réalisé
DE19603896A1 (de) * 1996-02-03 1997-08-07 Denso Holding Gmbh & Co Kalt verarbeitbares Fugenband und Verfahren zur Verlegung eines Fugenbandes

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
KR20010033223A (ko) 2001-04-25
ATE200536T1 (de) 2001-04-15
EP0981671A1 (fr) 2000-03-01
HUP0101071A2 (hu) 2001-07-30
AU2415499A (en) 1999-07-19
WO1999034063A1 (fr) 1999-07-08
HUP0101071A3 (en) 2002-01-28
PL341336A1 (en) 2001-04-09
DE19757495A1 (de) 1999-06-24
CZ298828B6 (cs) 2008-02-20
DE59800628D1 (de) 2001-05-17
CZ20002329A3 (cs) 2001-08-15

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