EP1108088B1 - Element en beton avec couche preliminaire d'agent de renforcement d'adherence - Google Patents

Element en beton avec couche preliminaire d'agent de renforcement d'adherence Download PDF

Info

Publication number
EP1108088B1
EP1108088B1 EP99942818A EP99942818A EP1108088B1 EP 1108088 B1 EP1108088 B1 EP 1108088B1 EP 99942818 A EP99942818 A EP 99942818A EP 99942818 A EP99942818 A EP 99942818A EP 1108088 B1 EP1108088 B1 EP 1108088B1
Authority
EP
European Patent Office
Prior art keywords
layer
concrete element
accordance
concrete
polysulphide
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
EP99942818A
Other languages
German (de)
English (en)
Other versions
EP1108088A1 (fr
Inventor
Karl Kortmann
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.)
Individual
Original Assignee
Individual
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
Priority claimed from DE29814695U external-priority patent/DE29814695U1/de
Application filed by Individual filed Critical Individual
Publication of EP1108088A1 publication Critical patent/EP1108088A1/fr
Application granted granted Critical
Publication of EP1108088B1 publication Critical patent/EP1108088B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/003—Pavings made of prefabricated single units characterised by material or composition used for beds or joints; characterised by the way of laying
    • 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
    • E01C2201/00—Paving elements
    • E01C2201/02—Paving elements having fixed spacing features

Definitions

  • the invention relates to a concrete element for laying in a fluid-tight covering of usable areas, in particular in the form of a paving stone, wall element, one Concrete slab or similar molded component, according to the preamble of Claim 1.
  • the invention addresses the problem of a concrete element of the specified type to create that with reduced Reliable fluid-tight effort with neighboring concrete elements is connectable in a cover and a long-term stable Joint closure favored.
  • the concrete element designed according to the invention is already in the manufacturing plant at predetermined areas of it Side surfaces with a pre-adhesive application Mistake. This pre-order will be relocated corresponding concrete elements aligned so that in Two pre-orders of adhesive reinforcement intended for sealing opposite each other, which then with an in the joint introduced sealing compound a cohesive Establish connection. Such pre-orders can be done with little Effort on largely arbitrarily shaped surfaces the concrete elements are attached and customized different requirements for the respective cover the usable area.
  • the pre-order adhesion promoter consists of a mediation to the concrete mass and primer layer a covering layer of polysulfide, a sealant.
  • the covering ones exist Pre-orders layer after the Laying sealants made of the same material, namely polysulfide.
  • Fig. 1 is an overall designated 1, for example Concrete element designed in the form of a paving stone shown, which is in the installation position (Fig. 2, Fig. 4) to a second concrete element 2 in the area of a Sealing joint 4 adjoins. Lie in this sealing joint 4 the two parts 1 and 2 with their side faces 3 towards each other.
  • the concrete element 1 designed according to the invention is already as a factory-fitted single part with one Adhesion booster pre-order 5, which at their in the Laying a sealing joint 4 facing side surface 3 is provided.
  • This pre-order 5 is after the Forming the concrete element and curing it with appropriate Spraying tools can be applied to the surface.
  • a particularly intensive material bond Bond with the concrete base material can then be reached, if first a concrete-side primer application 6 and then a polysulfide layer 7 is applied thereon for the use of the primer layer's adhesion promoting function 6 to be applied within a period of up to about 6 hours and preferably with the same joint sealant there is an intimate connection when they are introduced.
  • This setting time of joint sealant and Polysulfide pre-order can be done by, for example increased ambient temperature can be reduced.
  • the primer layer 6 and the polysulfide layer 7 are in Area of the side surface 3 essentially the same Length (corresponding to the length A of the side surface 3) and Width B plotted, and the thickness D of the pre-application of the adhesion promoter 5 is preferably about 1 to 3 mm (FIG. 2), wherein the thickness of the primer layer 6 is approximately 0.05 mm to 1 mm and that of the polysulfide layer 7 is about 1 mm to 2 mm can.
  • the decisive factor for the thickness of the layers is that the layers each have a full-surface design, so that the layer thickness on rough ground larger and the layer thickness less on smooth substrates can be measured.
  • the adhesion booster pre-order 5 can be in a multi-stage Application methods are generated by the fact that the cured Concrete element 1 the stripe Primer layer 6 is applied, then the concrete element 1 for a setting of the primer layer 6 temporarily stored and shortly thereafter on the polysulfide layer 7 the primer layer 6 is applied.
  • the so prepared Concrete element 1, 2 is stored before shipping, so that A tough pre-order adhesive reinforcement for transport 5 is reached.
  • the compositions the primer layer 6 and the polysulfide layer 7 can but also be coordinated so that an im both components can be applied at the same time and thus the application and setting process is shortened is.
  • FIGS. 2 and 4 clarify the procedure for laying the concrete elements 1 and 2, wherein in the first installation phase according to FIG. 2 between the two concrete elements 1 and 2 by means of a Device 10 to the sealing joint 4 on the bottom Filling sand filling over part of the side surface 3 11 is introduced. Afterwards or before the filling process can be in the extended joint area below the two adhesion booster pre-orders 5 one each Round cord 12 and 13 can be inserted. The completely fluid-tight joint sealing is then carried out with a Joint sealant 15 (Fig. 4) reached.
  • This Joint sealant 15 is added after filling Presence of the round cords 12, 13 on the underside of this, otherwise limited by filling sand, one bilateral adhesion of the joint sealant 15 to the two concrete elements 1 and 2 is given.
  • This two-sided liability is optimal in terms of load because it is negligible Movements of the concrete elements 1 and 2 without tearing the Joint sealant 15 are added.
  • a plastic strip 16 and 17 are provided, respectively from one material, e.g. HDPE, which consists of the polysulfide grout 7 or 15 no connection is received. It is also conceivable that the strips 16, 17 on the Side surface 3 of the concrete element 1.2 below the Pre-order 5 are glued.
  • the strips 16, 17 can consist of a plastic material that according to the Production of the sealing joint 4 in the manner of a expanding foam an increase in volume Experiences (swelling) and the sealing joint 4 down tightly closed.
  • the Filling sand 11 introduced into the lower area of the joint 4 and thereafter strips 16 and 17 can act of heat and / or a chemical reaction liquid to be swelled so that the closure is reached.
  • the concrete elements 1 and 2 are for optimal training the joint 4 prepared in the laying position so that Distance dimension W is greater than the width Z of the introduced grout 15 in its thinnest Cross-sectional area, which thus has a tear line R according to Art a predetermined breaking line is defined.
  • the one in the manufacturing plant the polysulfide 7 and the primer 6 are applied can with an optically controllable application device (not shown) with exact adherence to the width Z ' take place, this being the area of the pre-order 5 determining dimension exactly on the contour of each adjacent side surface 3 of the concrete elements 1, 2 is coordinated, the grout 15 only in the area of Pre-order 5 forms the network and thus at Reliable installation of faulty joint seals are avoided.
  • the application of the pre-adhesive agent 5 on the respective side faces 3 of the concrete elements 1, 2 can their manufacture in the factory under optimal conditions for processing primer 6 and polysulfide 7 respectively.
  • the connection quality can in particular through the temperature and humidity of the concrete building material as well as the temperature and humidity of the Ambient air are influenced so that during the Coating via an optimal temperature setting Moisture from the area of pre-order 5 largely is kept away and with consideration of the surrounding dew point Processing conditions are created that in the production of such pre-orders 5 on one Construction site not or only with high technical effort are reachable.
  • FIG. 6 is a second embodiment of in the area a common sealing joint 4 'adjacent Concrete elements 21 and 22 shown, these at their Usable surface, for example, a ramp profile 23 exhibit.
  • Adhesion booster pre-order 5 (Fig. 8).
  • the respective Layer thickness D of these pre-orders 5 is at the factory the manufacture dimensioned such that when installing a Connection rail 30 (Fig. 9, Fig. 11) one above and bead 31 running below the connecting rail 30, 32 is formed, and thus after the manufacture of Screw connection 27 and the bracing of the film 26 the pre-order 5 of the side surface 24, 24 ' Sealing joint 25 (Fig. 7, Fig. 10) in this area is reliably sealed fluid-tight (Fig. 9, Fig. 11).
  • Adhesion booster pre-order 5 is with one each this overlying cover 35 so that in the installation position of the concrete elements 21, 22 shown these covers 35 are opposite in the joint 4 '.
  • the Cover 35 can be a plastic tape be formed that in the longitudinal direction Extends transverse side surfaces 28, 29.
  • Execution is the cover 35 of a plastic ring 36 formed, which consists of rubber-elastic material and to cover the polysulfide layer 7 at the factory their curing via the respective concrete element 1, 2 (Fig. 1, Fig.
  • this plastic ring 36 from a Foam is made up of after application and curing of the adhesion promoter pre-order 5 on the polysulfide layer 7 is sprayed on and then hardens so that a releasable connection to layer 7 is formed.
  • FIGS. 14 and 15 assembly and fluid-tight laying of the concrete elements 21, 22 shown, whereby by means of a pressing device 37 and one movable in the direction of the arrow F, F ' Stamp part 38 opposite in the joint 4 ' Covers 35 moved down in the direction of the joint and a closed position shown in Fig. 16 in Cause gap area S.
  • the pressing device 37 acc. FIG. 14 has a support leg 39, which is supported on the top of the concrete elements 21 and 22. at Initiation of a compressive force in the direction of arrow F will two covers 35 simultaneously with the front of the Stamp part 38 detected and in the vertical direction in the Groove 4 'pressed in.
  • the displacement of the stamp 38 is adjustable via a height Stop part E limited.
  • the pressing device 37 'acc. 15 has a second embodiment Stamp 38 'on only one of the covers 35 detected in the downward movement, so that two Pressure movements F and the respective return stroke F 'to Seal the joint 4 'and then the Polysulfide layers 7 are released (Fig. 16)
  • 17 and 18 is a second embodiment of the Cover 35 'shown, this with a changed cross-sectional profile is provided.
  • the cover 35 ' has a contact contour 40 for the pressure stamp 38, 38 'on and towards the polysulfide layer 7 is a strip-shaped cover leg 41 shaped.
  • 18 is the displacement position of the covers 35 'is shown, which together the bottom closure of the joint 4 ' effect and in this closed position in the area of Central longitudinal plane M are pressed together so that the System contour 40 is deformed.
  • 19 and 20 are adhesion promoter pre-orders 5 shown with a respective polysulfide layer 7 ' a firm, malleable under the influence of pressure Have consistency.
  • This firm consistency enables in the factory formation of the polysulfide layer 7 ' largely any cross-sectional contours, so that for example, adjacent profile tips 42 on the Layer 7 'are formed, which is shown in the Press the installation position together so that a shape and / or Cohesive closure of the sealing joint 4 'cause and form a closed channel 43.
  • Sealing joint 4 ' is, as described above, in the area the trough 43 up to the filling height H (Fig. 8) Sealant 15 (Fig. 5) introduced and is the fluid-tight closure reached.
  • Sealing connection 25 in the form of the press connection can also with a plate part replacing the film 26, in particular made of glass fiber reinforced plastic (GRP), be provided as a sealing layer (not shown).
  • GRP glass fiber reinforced plastic
  • This inherently stable plate part is without that Connection rail 30 directly via the screw connection 27 attachable to the concrete element.
  • the adhesion promoter pre-orders according to the invention show in a first embodiment on a primer layer 6, which an organic solvent epoxy resin exists, so the preparation and processing because Flammability and risk of explosion of these components requires special security measures. Moreover require such solvent-containing epoxy resin primer layers 6 Dry one in the application area Concrete block 1, 2; 21, 22 and one only within narrow limits variable processing temperature to ensure optimal adhesion to reach the concrete material.
  • an epoxy resin mixture dispersed in water is to be used for the primer layer 6, so that the surface of the respective concrete block 1, 2; 21, 22 has sufficient liability and, as a solvent-free dispersion, is neither self-igniting nor explosive and thus enables the preparation of the pre-orders for adhesion promoters to be produced with little effort.
  • the ingredients of the epoxy resin dispersion in water are only benzyl alcohol, solid epoxy resin and bisphenol-A-epichlorohydrin resins. Each of these substances contains 1 to 10% by weight.
  • a polyamine dispersion in water can also be provided as the primer layer 6.
  • the Concrete elements 1 has a full area order Primer layer 6 'on the respective side surfaces 3 (Fig. 1; 2) and 28, 29 (Fig. 8; 12), respectively especially the upper draft slope K also with the primer order 6 'is provided and this over the slope 8 into the area of the filling sand 11 provided joint boundary surfaces.
  • the Concrete elements 1 is after their shaping and curing by means of a spraying process in the manufacturing plant (arrow S ', Fig. 1) applied the primer layer 6' so that the Concrete element 1 on all side surfaces 3 Circumferential contour has a seal.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Laminated Bodies (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Bridges Or Land Bridges (AREA)
  • Adhesives Or Adhesive Processes (AREA)

Claims (19)

  1. Elément en béton destiné à être posé comme revêtement étanche aux fluides de surfaces utiles, en particulier en forme d'un pavé de dallage, d'un élément de paroi, d'une plaque en béton ou similaires qui, en position posée, est adjacent par au moins une surface latérale (3) à un joint d'étanchéité (4), caractérisé en ce qu'en usine, l'élément en béton (1, 2; 21, 22) est doté, au moins sur certaines zones de chaque surface latérale (3; 24, 24') tournée vers un joint d'étanchéité (4; 4'; 25), d'une application préalable (5) de renfort d'adhérence, ce dernier, configuré en deux couches, présentant une couche de fond (6) située du côté du béton ainsi qu'une couche de polysulfure (7, 7') qui s'étend au-dessus de cette dernière comme couche de recouvrement.
  2. Elément en béton selon la revendication 1, caractérisé en ce que l'application préalable (5) d'agent de renforcement d'adhérence est configurée en forme de bandes.
  3. Elément en béton selon la revendication 1 ou 2, caractérisé en ce que la couche de fond (6) présente une épaisseur de 0,05 à 1 mm.
  4. Elément en béton selon l'une quelconque des revendications 1 à 3, caractérisé en ce que la couche (7) de polysulfure présente une épaisseur de 1 à 2 mm.
  5. Elément en béton selon l'une quelconque des revendications 1 à 4, caractérisé en ce que la couche de fond (6) et la couche (7) de polysulfure sont appliquées essentiellement sur la même longueur (A) et sur la même largeur (B).
  6. Elément en béton selon l'une quelconque des revendications 1 à 5, caractérisé en ce qu'il est doté sur toutes les surfaces latérales (3) d'une application préalable (5) d'agent de renforcement d'adhérence.
  7. Elément en béton selon l'une quelconque des revendications 1 à 6, caractérisé en ce que l'application préalable (5) d'agent de renforcement d'adhérence est disposée à proximité d'une structure de soutien (9) formée sur la surface latérale (3) de l'élément en béton.
  8. Elément en béton selon l'une quelconque des revendications 1 à 7, caractérisé en ce que la couche (7) de polysulfure est appliquée sur la couche de fond (6) après que celle-ci a durci.
  9. Elément en béton selon l'une quelconque des revendications 1 à 7, caractérisé en ce que la couche (7) de polysulfure est appliquée sur la couche de fond (6) immédiatement après l'application de cette dernière.
  10. Elément en béton selon l'une quelconque des revendications 1 à 9, caractérisé en ce qu'au voisinage de l'application préalable (5) d'agent de renforcement d'adhérence, un cordon rond (12, 13) et/ou une bande en matière synthétique (16, 17) sont prévus sur la surface latérale (3).
  11. Elément en béton selon l'une quelconque des revendications 1 à 10, caractérisé en ce que l'application préalable (5) d'agent de renforcement d'adhérence présente un recouvrement (35) qui est placé au moins sur certaines de ses parties.
  12. Elément en béton selon la revendication 11, caractérisé en ce que le recouvrement (35) est formé d'un anneau en matière synthétique (36) appliqué sans liaison collée sur la couche (7) de polysulfure.
  13. Elément en béton selon la revendication 11 ou 12, caractérisé en ce que le recouvrement (35) est constitué d'une mousse projetée.
  14. Elément en béton selon la revendication 11 ou 12, caractérisé en ce que le recouvrement (35) est constitué d'un matériau en caoutchouc élastique.
  15. Elément en béton selon l'une quelconque des revendications 11 à 14, caractérisé en ce que le cordon rond (12, 13), la bande en matière synthétique (16, 17) et/ou le recouvrement (35) sont chacun constitués d'un matériau hydrofuge ou sont dotés d'une surface hydrofuge.
  16. Elément en béton selon l'une quelconque des revendications 11 à 15, caractérisé en ce que le recouvrement (35) est relié de manière libérable à la couche (7) de polysulfure et peut être déplacé hors de l'emplacement de liaison au moyen d'un dispositif de poussée (37).
  17. Elément en béton selon l'une quelconque des revendications 1 à 16, caractérisé en ce que la couche (7; 7') de polysulfure est réalisée à une consistance qui peut être déformée par l'action d'une poussée, la pâte (15) d'étanchéité de joint en polysulfure qui présente une consistance liquide au montage pouvant être reliée en correspondance matérielle aux couches (7; 7') de polysulfure opposées l'une à l'autre dans le joint (4; 4').
  18. Elément en béton selon l'une quelconque des revendications 1 à 17, caractérisé en ce que dans la région de sa couche (7'') de polysulfure, l'application préalable (5) d'agent de renforcement d'adhérence est repoussée contre une feuille d'étanchéité (26) au moyen d'un rail de liaison (30) qui est fixé à l'élément en béton (21, 22) par l'intermédiaire d'une liaison vissée (27), de telle sorte que le polysulfure déplacé lors de l'application de la poussée forme des bourrelets (31, 32) qui débordent dans la région du joint (25).
  19. Elément en béton selon l'une quelconque des revendications 1 à 18, caractérisé en ce que la couche de fond (6) est appliquée sur la totalité des surfaces latérales (3) et forme une couche de protection contre des produits nocifs (flèche P).
EP99942818A 1998-08-17 1999-08-07 Element en beton avec couche preliminaire d'agent de renforcement d'adherence Expired - Lifetime EP1108088B1 (fr)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE29814695U DE29814695U1 (de) 1998-08-17 1998-08-17 Betonelement
DE29814695U 1998-08-17
DE19849835A DE19849835A1 (de) 1998-08-17 1998-10-29 Betonelement
DE19849835 1998-10-29
PCT/EP1999/005730 WO2000011268A1 (fr) 1998-08-17 1999-08-07 Element en beton avec couche preliminaire d'agent de renforcement d'adherence

Publications (2)

Publication Number Publication Date
EP1108088A1 EP1108088A1 (fr) 2001-06-20
EP1108088B1 true EP1108088B1 (fr) 2003-09-17

Family

ID=26049827

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99942818A Expired - Lifetime EP1108088B1 (fr) 1998-08-17 1999-08-07 Element en beton avec couche preliminaire d'agent de renforcement d'adherence

Country Status (6)

Country Link
EP (1) EP1108088B1 (fr)
AT (1) ATE250168T1 (fr)
AU (1) AU5619899A (fr)
DK (1) DK1108088T3 (fr)
ES (1) ES2207276T3 (fr)
WO (1) WO2000011268A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202019101140U1 (de) * 2019-02-28 2020-05-29 Sk Wiegrink Beteiligungs Gmbh Fugenfüllungsprofil

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8717483U1 (de) * 1987-08-10 1988-12-08 Stewing Stahl- und Gerätebau GmbH & Co KG, 4270 Dorsten Plasterstein, insbesondere für Tankstellen
DE8802866U1 (de) * 1988-03-03 1988-04-14 Possehl Spezialbau GmbH, 6200 Wiesbaden Kunststein zum Pflastern von Bodenflächen
ATE82609T1 (de) * 1990-03-09 1992-12-15 Stelcon Ag Fluessigkeitsdichter industriefussbodenbelag.
DE9201491U1 (de) * 1992-02-06 1992-06-17 Dr. Barth GmbH, 7582 Bühlertal Flüssigkeitsdichter Bodenbelag aus Betonsteinen

Also Published As

Publication number Publication date
ATE250168T1 (de) 2003-10-15
WO2000011268A1 (fr) 2000-03-02
DK1108088T3 (da) 2004-01-26
EP1108088A1 (fr) 2001-06-20
AU5619899A (en) 2000-03-14
ES2207276T3 (es) 2004-05-16

Similar Documents

Publication Publication Date Title
DE19501384C9 (de) Dichtungsvorrichtung zum Abdichten von Betonierfugen
EP0804656B1 (fr) Systeme d'etancheite pour rendre des joints de beton etanches
DE2264149A1 (de) Dehnungsfugen-abdichtung
DE2248196A1 (de) Bauteile und verfahren zur herstellung von fugen mit reparierbarem oder austauschbarem fugenverschluss
EP1108088B1 (fr) Element en beton avec couche preliminaire d'agent de renforcement d'adherence
EP1630300A1 (fr) Fondation d' un batiment protecté d' eau
DE2439573A1 (de) Abdichten von bauwerken, insbesondere von bruecken aus stahlbeton
DE19649476C2 (de) Verfahren und Fugendichtung zum nachträglichen Abdichten von Bauwerksfugen zwischen Betonbauteilen
DE3201083A1 (de) Abdeckvorrichtung, insbesondere fuer eine sockelfuge
DE3501484C2 (fr)
DE19849835A1 (de) Betonelement
WO1998032930A1 (fr) Procede d'etancheification de joints dans des constructions en beton
EP0003720B2 (fr) 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
DE102018104430B4 (de) Verwendung eines Schnittschutzmittels und Dichtanordnung unter Verwendung eines Schnittschutzmittels
EP1283309B1 (fr) Calfeutrage pour un joint entre deux éléments du beton
DE3503394A1 (de) Vorrichtung zur bildung von dehnungsfugen in boeden oder waenden mit starren belaegen, insbesondere mit keramikplatten
DE8502738U1 (de) Vorrichtung zur Bildung von Dehnungsfugen in Böden oder Wänden mit starren Belägen, insbesondere mit Keramikplatten
DE3117861C2 (de) Schaltafel für die Aufnahme von aushärtbaren Baumaterialien
DE2126537C3 (de) Vorrichtung zum Abdichten von Bauwerksfugen
EP1229177A2 (fr) Procédé d'étanchéification d'un joint de bétonnage et joint d'étanchéité correspondant
DE102004020530A1 (de) Bauwerkteil und Verfahren zur Herstellung eines solchen Bauwerkteils sowie Schalelement hierfür
EP3309342A1 (fr) Procédé de production de calages de fenêtres et dispositif d'application
DE202015103599U1 (de) Bauwerksbereich mit Dichtband sowie Dichtband
DE2357318A1 (de) Verfahren zur herstellung von betonbelaegen und element zum abdichten von fugen und rissen in dem belag
DE4334560C2 (de) Verfahren zum Abdichten von Böden oder Wänden

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20010307

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FI FR GB GR IT LI NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

RTI1 Title (correction)

Free format text: CONCRETE ELEMENT WITH A PRELIMINARY ADHERENCE REINFORCING LAYER

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE DK ES FI FR GB GR IT LI NL PT SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20030917

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 59907040

Country of ref document: DE

Date of ref document: 20031023

Kind code of ref document: P

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: GERMAN

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: PATENTANWAELTE FELDMANN & PARTNER AG

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20031217

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20031217

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20031226

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 20040103

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20030917

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2207276

Country of ref document: ES

Kind code of ref document: T3

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20040618

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: KORTMANN, KARL

Free format text: KORTMANN, KARL#AM WERKSHORN 21#48465 SCHUETTORF (DE) -TRANSFER TO- KORTMANN, KARL#AM WERKSHORN 21#48465 SCHUETTORF (DE)

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20070807

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20100729

Year of fee payment: 12

PGRI Patent reinstated in contracting state [announced from national office to epo]

Ref country code: IT

Effective date: 20110616

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DK

Payment date: 20110818

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20110907

Year of fee payment: 13

Ref country code: ES

Payment date: 20110829

Year of fee payment: 13

Ref country code: AT

Payment date: 20110825

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20110804

Year of fee payment: 13

Ref country code: BE

Payment date: 20110826

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20111125

Year of fee payment: 13

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20110807

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110807

BERE Be: lapsed

Owner name: *KORTMANN KARL

Effective date: 20120831

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 250168

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120807

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120831

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120831

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20130430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120807

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120831

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120807

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120831

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120831

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20131021

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120808

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20130802

Year of fee payment: 15

Ref country code: NL

Payment date: 20130828

Year of fee payment: 15

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 59907040

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20150301

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150301

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 59907040

Country of ref document: DE

Effective date: 20150303

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150303