WO2003074802A1 - Procede et dispositif pour assembler et/ou etancheifier et/ou renforcer statiquement deux surfaces fixes ou se deplacant l'une par rapport a l'autre - Google Patents

Procede et dispositif pour assembler et/ou etancheifier et/ou renforcer statiquement deux surfaces fixes ou se deplacant l'une par rapport a l'autre Download PDF

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Publication number
WO2003074802A1
WO2003074802A1 PCT/AT2003/000062 AT0300062W WO03074802A1 WO 2003074802 A1 WO2003074802 A1 WO 2003074802A1 AT 0300062 W AT0300062 W AT 0300062W WO 03074802 A1 WO03074802 A1 WO 03074802A1
Authority
WO
WIPO (PCT)
Prior art keywords
film
carbon
adhesive
concrete
sealing
Prior art date
Application number
PCT/AT2003/000062
Other languages
German (de)
English (en)
Inventor
Bernd Gapp
Original Assignee
Bernd Gapp
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 Bernd Gapp filed Critical Bernd Gapp
Priority to SI200332028T priority Critical patent/SI1481138T1/sl
Priority to AT03707882T priority patent/ATE509165T1/de
Priority to EP03707882A priority patent/EP1481138B1/fr
Priority to AU2003212071A priority patent/AU2003212071A1/en
Publication of WO2003074802A1 publication Critical patent/WO2003074802A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
    • E01D19/083—Waterproofing of bridge decks; Other insulations for bridges, e.g. thermal ; Bridge deck surfacings
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • 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
    • 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
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0203—Arrangements for filling cracks or cavities in building constructions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0203—Arrangements for filling cracks or cavities in building constructions
    • E04G23/0214—Arrangements for filling cracks or cavities in building constructions using covering strips
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/0075—Swimming or splash baths or pools made of concrete
    • E04H4/0081—Swimming or splash baths or pools made of concrete with walls and floor cast in situ
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/383—Waterproofing; Heat insulating; Soundproofing; Electric insulating by applying waterproof flexible sheets; Means for fixing the sheets to the tunnel or cavity wall
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements

Definitions

  • the invention relates to a method for connecting and / or sealing and / or statically reinforcing two rigid or mutually movable surfaces, preferably a foundation, for example a building foundation, bridge structures or a roof, in particular a concrete roof or for forming a watertight tub or a swimming pool tub or a Folding panel or for tunnel walls against water, moisture, moisture or possibly gases, whereby in the area of the connection or the sealing a film, in particular a hypalon or plastic film or a carbon slat band, optionally with a reinforcement made of glass fibers, by means of an adhesive, in particular an epoxy adhesive.
  • Concrete has been by far the most important building material for many years. Motorways, tunnels, the entire urban sewage system, high-rise buildings, bridges or the like could not be built without concrete as we are used to. Concrete can be used universally, is easy to work with and comparatively cheap. Because of these properties, concrete is used worldwide and is an integral part of the construction industry.
  • the concrete also has two properties that make it very unpleasantly noticeable when used as a building material. Structural engineers and construction technicians had to learn which measures can be used to compensate for these properties.
  • concrete cannot transmit tensile stress and very poorly dynamic alternating loads. If concrete is subjected to tensile stress, it must be reinforced with steel, whereby the steel bars take over the tensile stress. This steel-reinforced concrete is then called reinforced concrete.
  • the second negative characteristic is its porosity. Even with additives and special processing, it cannot be prevented that the concrete is penetrated by microfine cavities. If the concrete is exposed to wind and weather without protection, pollutants such as salt water, acid rain or aggressive air penetrate into the pores and damage the concrete. at
  • Freezing temperatures for example, freeze the water and blow up the concrete so that it decomposes or literally crumbles. This means that unprotected concrete has a limited lifespan.
  • DE 44 18 629 A1 discloses a method for producing sealing walls, in which a geotextile mat is introduced into a sealing wall mass suspension that has not yet been hydraulically set. This mat contains smectite that swells in water between geotextile layers.
  • a disadvantage of This method is the extremely long processing time, which can extend over several days.
  • DE 199 61 693 A1 discloses a laying method for a waterproof covering.
  • webs are connected to one another in an overlapping manner, the webs having a layer of elastomer bitumen rubber.
  • a disadvantage of this method is that problematic areas, such as corners, must be lined with other sheets without a covering layer before laying these sheets.
  • coatings made from a wide variety of waterproof materials such as paints, liquid plastics, special mortars, but also certain material mixtures, such as cement-bound mortars with epoxy resins or the like, have become established. These coats are applied to the finished, that is, hardened concrete by hand or by machine. There are different methods and procedures for application such as brush, roll or spray. Polymer bitumen sheets are also common, but they are applied somewhat more elaborately by flame.
  • Every flaw in the concrete such as cracks, pores or joints, interferes with the flow of force, i.e. stress peaks occur at the transitions from the concrete to the air, for example at the crack edges.
  • These can generally not only be broken down satisfactorily with the usual filling materials, such as mortar, cement, plastics or material mixtures with which the cracks or joints have been filled.
  • foils for power transmission, they have to be glued to the concrete using adhesives such as epoxy resins.
  • adhesives such as epoxy resins.
  • the concrete is pre-treated accordingly, such as cleaned and roughened and a layer of glue applied.
  • the film is then applied in such a way that no bubbles, folds or other irregularities can occur.
  • the adhesive tensile strength is sufficient when bonding with epoxy resin, for example, to largely rule out large-scale detachments.
  • the crack bridging of cracks from, for example, dynamic loads of less than one millimeter is also completely sufficient in most cases.
  • Such a waterproofing membrane for buildings is known from DE 200 14 903 U1.
  • This sealing membrane has a sealing polyethylene sealing film with a cold self-adhesive layer and a separating film resting thereon.
  • the disadvantage of this method is that only relatively small forces can be transmitted through the foils.
  • the adhesive adheres excellently to the concrete, the adhesion is not optimal only on the smooth surface of the foils, so that only a limited force can be transferred via the foil.
  • Another sealing and covering material in the form of a film composite is known from DE 35 24 580 C2.
  • This film has an intermediate layer, which can be released at leaky points in the film composite and, upon contact with water or air, experiences an increase in volume. So that leaks are sealed by themselves when they arise. It is easy to see that only the smallest hairline cracks can be sealed with such a film composite.
  • the limited power transmission is particularly disadvantageous when bonding highly tear-resistant tapes, such as carbon tapes, for example SIKA CarboDur lamellas, or in steel brackets for the static reinforcement of concrete structures.
  • highly tear-resistant tapes such as carbon tapes, for example SIKA CarboDur lamellas
  • steel brackets for the static reinforcement of concrete structures.
  • the importance of the static reinforcement of concrete structures, especially bridges, is increasing rapidly.
  • the construction of new bridges is becoming increasingly difficult due to the growing environmental awareness of the population.
  • existing bridges have to cope with the increased volume of traffic with ever increasing loads, for which they are sometimes not even dimensioned.
  • bridges are also subject to signs of aging, such as fatigue fractures, which are exacerbated by external influences and drastically reduce the safety of the bridges.
  • Static reinforcement i.e. increasing the load-bearing capacity of concrete structures by applying additional layers of concrete, is only useful in exceptional cases. It is more expedient and therefore generally used to glue high-strength tapes or slats made of steel or carbon, for example, to the concrete. Since steel tabs or carbon lamellas can transmit very high tensile forces, the poor adhesion of the adhesive to the smooth surfaces proves to be particularly disadvantageous.
  • the object of the invention is to provide a method of the type mentioned, which on the one hand avoids the above disadvantages and on the other hand creates a simple and economical way of transferring large forces by means of sticking high-strength tapes to the concrete parts.
  • connection or applying the adhesive is enlarged.
  • the invention it is possible for the first time by gluing high-strength Bands, such as steel tabs or carbon slats, to transfer significantly higher forces to the concrete surface.
  • high-strength Bands such as steel tabs or carbon slats
  • the method according to the invention requires significantly fewer tapes, or, with the same number of reinforcement tapes, considerably greater forces can be transmitted.
  • Less laboriously glued tapes reduce the amount of work, which is very important, because in particular bridge renovations or reinforcements should take place with the least possible traffic congestion.
  • the surface of the film or the carbon band is enlarged in the course of its manufacture, for example by honeycomb-shaped or knob-shaped, elevations or depressions protruding from or into its surface, or by fine barbs.
  • This embodiment of the method according to the invention thus allows the surface area to be enlarged even at
  • the surface of the film or the carbon strip is increased mechanically, for example by roughening, scraping, grinding or the like.
  • the surface of the film or of the carbon strip is increased chemically, for example by means of a chemical solution, such as a solvent or a sweat welding agent.
  • a chemical solution such as a solvent or a sweat welding agent.
  • the object of the invention is also achieved independently of the method by an arrangement for carrying out the method according to the invention.
  • the arrangement according to the invention for carrying out the method is characterized in that the film or the carbon band provided for connection or sealing has at least one artificially or arbitrarily enlarged surface. Due to the enlarged surface, a higher adhesive peeling torque is achieved after the film or carbon tape has been glued. The better adhesion prevents the formation of bubbles and thus cracking, for example in concrete. So-called frost damage is avoided.
  • the surface of the film or of the carbon strip is enlarged in the course of its manufacture, for example by honeycomb-shaped or knob-shaped, elevations or depressions protruding from or into its surface or by fine barbs. This ensures an economical production of the film or carbon tape.
  • the surface of the film or the carbon strip is increased mechanically, for example by roughening, scraping, grinding or the like. This allows the on-site of the Construction workers are decided which surface is used to achieve the required adhesive peel torque.
  • the surface of the film or of the carbon strip is increased chemically, for example by a chemical solution, such as a solvent or a sweat welding agent. Since the construction industry has always been closely associated with chemistry, no prejudices are to be expected, so that the surface can also be enlarged with suitable chemical agents, resulting in a higher adhesive peeling torque.
  • a chemical solution such as a solvent or a sweat welding agent.
  • a film or a carbon band for carrying out the method is also within the scope of the present invention, the film or the carbon band having at least one artificially or arbitrarily enlarged surface.
  • the use of such a film or carbon tape achieves a higher adhesive peeling torque.
  • this film or carbon band has at least one artificially or arbitrarily enlarged surface.
  • Fig. 2 is a foundation seal
  • Fig. 3 is a tunnel lining.
  • the same parts or states are provided with the same reference symbols or the same component designations, the disclosures contained in the entire description being able to be applied analogously to the same parts or states with the same reference symbols or the same component designations.
  • FIG. 1 shows a form of surface enlargement of a film 3, in particular a hypalon or plastic film or a carbon-lamellar band, optionally with a reinforcement made of glass fibers, for example by a plurality of knobs 15 and / or depressions 16.
  • An adhesive 2 in particular an epoxy adhesive, is applied to a cleaned surface of a concrete 1, for example roughened by shot peening.
  • the film 3 is applied to the adhesive 2 with the enlarged surface.
  • the adhesive pulling force or the adhesive pulling torque increases, so that larger forces can be transmitted via the film 3.
  • This detachment of the foils 3 can subsequently cause leaks and, for example, lead to the penetration of moisture, wetness and water or possibly aggressive gases with all the negative effects on the concrete 1.
  • the cracks 4 are generated, for example, by material fatigue as a result of signs of aging or by overloading the concrete 1, the stress peaks occurring at the edges of the cracks 4 can be reduced by the, as a result of the substantially higher adhesive pulling forces or the higher adhesive pulling moments, and thus the load-bearing safety of the concrete structure restored or even increased.
  • the enlargement of the surface of the film 3 or the carbon strip can of course also be mechanical, for example by roughening, scraping or Loops are performed. It is also possible to enlarge the surface of the film 3 or the carbon strip by chemical means, for example by means of a chemical solution, such as a sweat welding agent.
  • both surfaces can be enlarged with the film 3. That is, for example, both surfaces of the film have 3 knobs 15 or the like.
  • connection and / or the sealing and / or the static reinforcement of two rigid or mutually movable surfaces preferably a foundation, for example a building foundation with a wall
  • a foundation for example a building foundation with a wall
  • it could also be a roof, in particular a concrete roof, possibly with a wall.
  • a base plate 5 of a building foundation with the cleaned and, for example, shot-blasted surface of the concrete 1 and a concrete wall 6 with the cleaned and roughened concrete surface 7 is provided with adhesive 2.
  • a film 3, in particular a hypalon or plastic film or a carbon-lamella tape, optionally with a reinforcement made of glass fibers, with an enlarged surface is applied to the adhesive 2.
  • the base plate 5 is produced with reinforcement 8 and a joint tape 9, and the concrete wall 6 is also manufactured. Due to the surface enlargement of the film 3, correspondingly higher forces can be absorbed by the film 3, so that it is neither local
  • the sealing or the static reinforcement of, for example, tunnel linings is shown.
  • the tunnel profile carved out of a rock, for example rock 10, is secured and secured by means of rock anchors 13.
  • the application of shotcrete 12 with appropriate reinforcement 11 is also known and customary.
  • the adhesive 2, preferably an epoxy adhesive, is applied to the concrete surface 14 of the lining with shotcrete 12 and the film 3, in particular a hypalon or plastic film or a carbon-lamellar tape, optionally with a reinforcement made of glass fibers, is stuck on with the enlarged surface ,
  • the tunnel surface is then completed with the known formwork concrete lining 15.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Adhesives Or Adhesive Processes (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

L'invention concerne un procédé et un dispositif pour assembler et/ou étanchéifier et/ou renforcer statiquement deux surfaces fixes ou se déplaçant l'une par rapport à l'autre, de préférence une fondation, par exemple une fondation de bâtiment, des structures de ponts ou un toit, en particulier un toit en béton, ou bien pour la formation d'un bassin étanche à l'eau ou d'un bassin de piscine ou bien encore d'un panneau pliable, ou pour parois de tunnels destinées à empêcher le passage de l'eau, de l'humidité, ou, éventuellement, de gaz. Dans la zone de l'assemblage ou de l'étanchéification, on dispose un film (3), en particulier un film d'hypalon ou de matière plastique ou un ruban à lamelles de carbone, éventuellement avec une armature en fibres de verre, au moyen d'une colle (2), en particulier d'une colle époxy. Au moins une surface du film (3) ou du ruban de carbone est élargie avant l'activation, ou avant la réalisation de l'assemblage, ou avant l'application de la colle (2).
PCT/AT2003/000062 2002-03-05 2003-03-05 Procede et dispositif pour assembler et/ou etancheifier et/ou renforcer statiquement deux surfaces fixes ou se deplacant l'une par rapport a l'autre WO2003074802A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
SI200332028T SI1481138T1 (sl) 2002-03-05 2003-03-05 Uporaba folije za spajanje in/ali tesnenje in/ali statično ojačitev dveh rigidnih površin ali površin, ki se lahko približujeta druga drugi
AT03707882T ATE509165T1 (de) 2002-03-05 2003-03-05 Verwendung einer folie zum verbinden und/oder abdichten und/oder statischen verstärken von zwei starren oder zueinander beweglichen flächen
EP03707882A EP1481138B1 (fr) 2002-03-05 2003-03-05 Utilisation d'un film pour assembler et/ou etancheifier et/ou renforcer statiquement deux surfaces fixes ou se deplacant l'une par rapport a l'autre
AU2003212071A AU2003212071A1 (en) 2002-03-05 2003-03-05 Method and device for joining and/or sealing and/or statically reinforcing two rigid surfaces or surfaces which can move towards each other

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0034402A AT411178B (de) 2002-03-05 2002-03-05 Verfahren und anordnung zum verbinden und/oder abdichten und/oder statischen verstärken von zwei starren oder beweglichen flächen
ATA344/2002 2002-03-05

Publications (1)

Publication Number Publication Date
WO2003074802A1 true WO2003074802A1 (fr) 2003-09-12

Family

ID=3672227

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AT2003/000062 WO2003074802A1 (fr) 2002-03-05 2003-03-05 Procede et dispositif pour assembler et/ou etancheifier et/ou renforcer statiquement deux surfaces fixes ou se deplacant l'une par rapport a l'autre

Country Status (6)

Country Link
EP (1) EP1481138B1 (fr)
AT (2) AT411178B (fr)
AU (1) AU2003212071A1 (fr)
ES (1) ES2364929T3 (fr)
SI (1) SI1481138T1 (fr)
WO (1) WO2003074802A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1493899A1 (fr) * 2003-07-01 2005-01-05 Paul Vogt Méthode et dispositif pour fixer une bande de film sur des surfaces de construction
BE1017921A3 (nl) * 2008-01-03 2009-11-03 Your Home Isolerende fundering voor gebouwen.
CN101994399A (zh) * 2010-10-30 2011-03-30 河南国基建设集团有限公司 卷材防水屋面渗漏修缮的施工方法

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT501984A1 (de) 2005-03-08 2006-12-15 Bernd Gapp Verfahren und anordnung zum verbinden
AT506540B1 (de) 2008-02-29 2010-10-15 Ital Proof Srl Isolamento Verfahren zum verbinden, verstärken oder isolieren von mindestens einer fläche
CN113026987B (zh) * 2021-03-22 2022-04-26 中国建筑第五工程局有限公司 一种钢混主体结构应力裂缝控制的抗渗漏方法

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB786614A (en) 1955-03-15 1957-11-20 Statofix Transcontinental Corp Improvements in or relating to coverings for rendering structures water-tight
DE3524580C1 (en) 1985-07-10 1990-01-25 Deutag Mischwerke Gmbh Sealing and covering material
DE4334560A1 (de) 1993-10-11 1995-04-13 Hermann Terborg Verfahren zum Abdichten von Böden oder Wänden
DE4418629A1 (de) 1994-05-27 1995-11-30 Sued Chemie Ag Verfahren zur Herstellung von Dichtwänden
US6145260A (en) 1999-02-16 2000-11-14 Engineered Composite Systems, Inc. Wall reinforcing and waterproofing system and method of fabrication
DE20014903U1 (de) 2000-02-07 2001-02-15 Cww Gerko Akustik Gmbh & Co Kg Abdichtungsbahn für Bauwerke
DE19961693A1 (de) 1999-12-21 2001-07-05 Stoll Gmbh Verlegeverfahren für einen wasserdichten Belag und Mittel zur Herstellung eines wasserdichten Belags

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0013928A1 (fr) * 1979-01-22 1980-08-06 Deitermann KG Chemiewerk Procédé pour appliquer un revêtement de protection en plusieurs couches et revêtement obtenu selon ce procédé
US4552627A (en) * 1984-11-13 1985-11-12 Olin Corporation Preparation for improving the adhesion properties of metal foils
DE3737922A1 (de) * 1987-11-07 1989-05-18 Basf Ag Verbundmaterial aus hochtemperaturbestaendigen polymeren und direkt darauf aufgebrachten metallschichten

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB786614A (en) 1955-03-15 1957-11-20 Statofix Transcontinental Corp Improvements in or relating to coverings for rendering structures water-tight
DE3524580C1 (en) 1985-07-10 1990-01-25 Deutag Mischwerke Gmbh Sealing and covering material
DE4334560A1 (de) 1993-10-11 1995-04-13 Hermann Terborg Verfahren zum Abdichten von Böden oder Wänden
DE4418629A1 (de) 1994-05-27 1995-11-30 Sued Chemie Ag Verfahren zur Herstellung von Dichtwänden
US6145260A (en) 1999-02-16 2000-11-14 Engineered Composite Systems, Inc. Wall reinforcing and waterproofing system and method of fabrication
DE19961693A1 (de) 1999-12-21 2001-07-05 Stoll Gmbh Verlegeverfahren für einen wasserdichten Belag und Mittel zur Herstellung eines wasserdichten Belags
DE20014903U1 (de) 2000-02-07 2001-02-15 Cww Gerko Akustik Gmbh & Co Kg Abdichtungsbahn für Bauwerke

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1493899A1 (fr) * 2003-07-01 2005-01-05 Paul Vogt Méthode et dispositif pour fixer une bande de film sur des surfaces de construction
BE1017921A3 (nl) * 2008-01-03 2009-11-03 Your Home Isolerende fundering voor gebouwen.
CN101994399A (zh) * 2010-10-30 2011-03-30 河南国基建设集团有限公司 卷材防水屋面渗漏修缮的施工方法
CN101994399B (zh) * 2010-10-30 2012-09-26 河南国基建设集团有限公司 卷材防水屋面渗漏修缮的施工方法

Also Published As

Publication number Publication date
AU2003212071A1 (en) 2003-09-16
EP1481138B1 (fr) 2011-05-11
AT411178B (de) 2003-10-27
SI1481138T1 (sl) 2011-10-28
ATA3442002A (de) 2003-03-15
ES2364929T3 (es) 2011-09-16
EP1481138A1 (fr) 2004-12-01
ATE509165T1 (de) 2011-05-15

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