EP1983120A2 - Elément d'étanchéification de joints - Google Patents
Elément d'étanchéification de joints Download PDFInfo
- Publication number
- EP1983120A2 EP1983120A2 EP08007618A EP08007618A EP1983120A2 EP 1983120 A2 EP1983120 A2 EP 1983120A2 EP 08007618 A EP08007618 A EP 08007618A EP 08007618 A EP08007618 A EP 08007618A EP 1983120 A2 EP1983120 A2 EP 1983120A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- polymer layer
- sealing element
- joint sealing
- adhesive
- element 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.)
- Granted
Links
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Classifications
-
- 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
- E04B1/6806—Waterstops
-
- 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
- E04B1/0007—Base structures; Cellars
-
- 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
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
Definitions
- the invention relates to a joint sealing element for sealing a joint formed between two concreting sections.
- construction joints In the manufacture of structures, for example, two successive concreting sections create so-called construction joints. Such construction joints entail the danger that they will not be reliably sealed over the life of a building, so that water can penetrate into a structure along such a construction joint. To seal such construction joints as well as for the production of water-impermeable concrete structures, these construction joints are permanently sealed by using joint sealing elements or joint plates. These form a barrier against penetrating water and moisture, so that a seal is given.
- a joint plate comprising a strip-shaped coating of water-swellable polymer material.
- the swelling of the water-swellable polymer material after setting in concrete is to be delayed until the hardening of the concrete has progressed sufficiently.
- Such joint plates are intended to seal the cracks in the working joint by swelling the polymer material.
- a joint plate in which a coating is applied to a galvanized carrier sheet having a sealing material.
- This sealing material consists of cement and / or calcium hydroxide.
- a plastic dispersion is provided as adhesion promoter.
- a seal is to be given by the fact that the cement and / or calcium hydroxide formed on the support plate in conjunction with water during concreting in a crystallization process water-insoluble calcium carbonate. This should cause a crystallization of the cracks.
- the sealing effect in this case depends on the formation of the water-insoluble calcium carbonate, which in turn is dependent on the incorporation of the sealing material in the bonding agent on the support,
- the invention has the object of developing a joint sealing element to the effect that a secure and permanent sealing of construction joints is possible.
- the joint sealing element consists of a carrier element, an adhesive polymer layer and a protective film.
- the production of such a carrier element is inexpensive.
- the formation of the adhesive polymer layer also has the advantage that a simple application is provided on the carrier element and on the other hand, a very good, complete and permanent sealing effect is formed to the adjoining concrete surface.
- this adhesive polymer layer has a certain elasticity, so that a stress reduction between the support element and the adjacent thereto Concrete surface can be done, which additionally increases the sealing effect.
- the joint sealing element which has an adhesive polymer layer which is provided with acidic reactive groups and which are suitable to connect via a chemical compound at least one adjacent to the polymer layer concrete surface, a complete and permanent sealing effect in the Häfuge achieved. Due to the presence of the acidic reactive groups on the polymer layer, adhesion is achieved during concreting of a concreting section at least between the concrete surface adjacent to the polymer layer and the surface adjacent to the polymer layer. As a result, at least in the boundary region between the polymer layer and the adjoining concrete surface a water-impermeable connection can be achieved. In addition, an at least partially elastic bond may be given by the adhesion between the polymer layer and the adjacent concrete surface.
- the polymer layer is enriched with reactive carboxyl groups.
- the polymer layer is preferably made of a UV-crosslinked polymer. This makes it possible, on the one hand, to achieve an elastic and, secondly, an aging-resistant polymer layer, in particular an adhesive polymer layer.
- the adhesive polymer layer is produced on a polyacrylate basis.
- a particularly suitable embodiment for a polymer layer having an adhesive or tacky surface can be provided on both sides of the polymer layer.
- the polymer layer has a thickness of 0.1 mm to 2 mm.
- the thickness of 0.5 mm to 1.2 mm is provided.
- Such thicknesses allow on the one hand a low construction height and on the other hand good adhesion properties on the support element and concrete.
- the requirements for heat aging are met by such thicknesses.
- such a polymer layer has no restriction in tackiness on heat aging in a period of seven days at a temperature of 70 °.
- the adhesive polymer layer is insoluble in water and in alkaline medium. As a result, very good and durable seals can be created.
- the adhesive polymer layer is free of butyl or free of butyl with bitumen. As a result, a simple disposal can be given.
- the polymer layer has the advantage that no toxic properties are present.
- the adhesive polymer layer can be processed at a temperature range of less than 5 ° C.
- the adhesive film can be processed very well at a temperature range of -20 ° C to + 5 ° C. This is necessary in order to connect the individual sections of the joint sealing elements along a concreting section.
- a tight joint where two adjoining joint sealing elements overlap in a joint area can be formed without preheating by gluing.
- a heating with a gas flame is required at temperatures below 5 ° C.
- the adhesive polymer layer is formed as an adhesive film.
- the polymer layer is made exclusively of a sticky material and as an elastic film with a relatively large elongation and formed very good adhesive properties.
- Such an adhesive film may also be formed and applied by spraying, laminating, rolling or the like.
- the adhesive polymer layer has a foamed core and an adhesive film or an adhesive coating is applied on both sides.
- This alternative embodiment allows a thicker or higher structure of the coating in a cost effective manner.
- the foamed core is preferably closed cell.
- the polymer layer is made of a foamed adhesive agent. This allows the adhesive itself to have a foamed core and an outer tacky surface.
- the joint sealing element preferably has a removable protective film, which is provided on the adhesive polymer layer and formed in two parts.
- the joint sealing elements are usually vertically aligned on a reinforcement for a bottom plate for sealing a first concreting section introduced. So that a connection of the adjacent to the joint sealing element concrete surface of the first concreting section can take place, a first strip of the protective film is peeled off. The further strip of the protective film is removed only before the introduction of the second concreting section, such as a side wall on a base plate. So that a simple and complete, especially fast removal of the strips can be done, the protective film is made of highly tear-resistant material.
- the protective film is siliconized at least on a side facing the adhesive film or adhesive polymer layer.
- the joint sealing element preferably comprises a carrier element of an untreated metallic material, such as steel sheet, a plastic profile, a mineral material, in particular fiber cement.
- an untreated metallic material such as steel sheet, a plastic profile, a mineral material, in particular fiber cement.
- a carrier element of an untreated metallic material such as steel sheet, a plastic profile, a mineral material, in particular fiber cement.
- galvanized steel sheets or the like can be used.
- an inventive joint sealing element 11 is arranged in the region of a working joint 12.
- the joint sealing element 11 is fixed on a reinforcement 14 before concreting.
- the joint sealing element 11 is preferably arranged between a connection reinforcement 16, which is wired to the reinforcement 14.
- a bottom plate is concreted as a first concreting section 17.
- the second concreting section 18 is concreted, for example in the form of a wall.
- the joint sealing element 11 seals the working joint 12 between the first and second concreting sections 17, 18.
- This carrier element 19 is for example made of metal, plastic, of a woven or knitted fabric, of a composite material of plastic and / or metal and / or textile material and / or mineral material and / or wood educated.
- a coating 20 is provided as strips along the longitudinal direction of the support element 19. This coating 20 extends at least partially, preferably completely, over the entire width of the carrier element 19 or over the entire height of the carrier element 19.
- the coating 20 consists of a polymer layer which, preferably formed on both sides adhesive, so that this polymer layer with a side surface the side surface of the support element 19 adheres.
- the opposite side surface is provided with a peelable protective film 21.
- the protective film 21 is preferably made of HDPE and has, for example, a thickness of 50 .mu.m to 400 .mu.m, in particular 100 .mu.m to 150 .mu.m. For easy stripping, at least the side of the protective film 21 facing the polymer layer is siliconized.
- This protective film 21 is preferably formed in two parts and in particular has two strips of equal width, so that after insertion of the joint sealing element 11 on the reinforcement 14, first the lower half of the protective film 11 is peeled off to introduce the first concreting section 17. During the concreting of the first concreting section 17, a watertight connection takes place due to the inventive design of the adhesive polymer layer.
- a connection between the polymer layer and the adjoining concrete, at least the adjoining concrete surface takes place via an ester group.
- This compound is achieved in particular in the case of a polymer layer based on acrylate, in which case water is formed as waste product and is harmless for the setting of the concrete.
- the acylate-based polymer layer may include reactive carboxyl groups.
- the polymer layer preferably has a thickness of between 0.1 mm to 2 mm, in particular 0.5 mm to 1.2 mm.
- the polymer layer is elastic to a certain extent, so that after Hardening of the concrete occurring stresses between the support member 19 and the adjoining concrete surface can be reduced.
- the adhesive polymer layer is formed as Ktebstofffilm.
- the adhesive film can absorb strains in the range between 0.1 mm and 0.4 mm, in which area in particular the maximum forces of adhesion are achieved.
- the adhesive film can remain both on the one hand on the support member 19 and on the other hand adhere to the adjacent concrete surface at voltages occurring in this area on the one hand.
- the adhesive film has, for example, an adhesive tensile strength to the support element 19, which lie in a range of 0.18 N / mm 2 to 0.3 N / mm 2 .
- the adhesive tensile strength of the coating on the concrete is, for example, in a range of 0.25 N / mm 2 to 0.4 N / mm 2 .
- the adhesive polymer layer can also have a foamed core which is provided on both sides with an adhesive or adhesive film or adhesive coating, so that this foamed core is fastened on the support element 19 on the one hand and adheres to the adjacent concrete surface on the other hand.
- the adhesive polymer layer is formed from a foamed adhesive material, so that the entire foamed adhesive is tacky and has an adhesive surface.
- this adhesive polymer layer can be applied directly to the carrier element 19 as a belt / web material, in which the carrier element 19 and the polymer layer are driven at the same web speed and run between two pressure rollers.
- the polymer layer is preferably unilaterally provided with the protective film, which is siliconized on both sides, so that a simple unrolling and sticking of the adhesive film onto the carrier element 19 is enabled.
- This polymer layer may be further applied by spraying, laminating, dipping or the like.
- a granular material such as blast furnace slag, quartz sand, silicon carbide, glass, ceramic, porcelain or metallic particles are scattered and / or partially incorporated.
- this granular material is applied in a central region over the height of a joint sealing element.
- the proportion of granular material increasingly decreases, so that a respective outer edge strip remains, which is formed exclusively from the adhesive polymer layer, in order to achieve a good seal with the concrete surface.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Gasket Seals (AREA)
- Adhesives Or Adhesive Processes (AREA)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102007019177 | 2007-04-20 |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| EP1983120A2 true EP1983120A2 (fr) | 2008-10-22 |
| EP1983120A3 EP1983120A3 (fr) | 2012-07-04 |
| EP1983120B1 EP1983120B1 (fr) | 2016-07-06 |
Family
ID=39673431
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP08007618.5A Active EP1983120B1 (fr) | 2007-04-20 | 2008-04-18 | Elément d'étanchéification de joints |
Country Status (2)
| Country | Link |
|---|---|
| EP (1) | EP1983120B1 (fr) |
| DK (1) | DK1983120T3 (fr) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102009044266A1 (de) * | 2009-10-16 | 2011-05-05 | Roland Wolf | Dichtelement und dessen Verwendung |
| AT518836A5 (de) * | 2012-06-19 | 2018-01-15 | Fischer Rista Ag | Bewehrung mit Dichtungsband |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE29710007U1 (de) | 1997-06-03 | 1997-08-07 | Technische Produkte Handelsgesellschaft mbH, 22335 Hamburg | Stellblech zur Arbeitsfugenabdichtung im Betonbau |
| DE202004003189U1 (de) | 2004-03-02 | 2004-04-29 | Bpa-Gmbh | Abdichteinrichtung zur Abdichtung von Arbeitsfugen |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1402424A (en) * | 1971-08-12 | 1975-08-06 | Evode Ltd | Sealing compositions |
| US4994328A (en) * | 1989-08-10 | 1991-02-19 | W. R. Grace & Co.-Conn. | Waterproofing membrane |
| DE20301471U1 (de) * | 2003-01-30 | 2003-04-10 | Contec Bausysteme GmbH, 32457 Porta Westfalica | Fugenblech mit Dichtbeschichtung |
| DE20311693U1 (de) * | 2003-07-29 | 2003-10-02 | Dichtec GmbH, 23617 Stockelsdorf | Verformbares Dichtungsband für Bogen- und Radialabdichtungen |
-
2008
- 2008-04-18 DK DK08007618.5T patent/DK1983120T3/en active
- 2008-04-18 EP EP08007618.5A patent/EP1983120B1/fr active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE29710007U1 (de) | 1997-06-03 | 1997-08-07 | Technische Produkte Handelsgesellschaft mbH, 22335 Hamburg | Stellblech zur Arbeitsfugenabdichtung im Betonbau |
| DE202004003189U1 (de) | 2004-03-02 | 2004-04-29 | Bpa-Gmbh | Abdichteinrichtung zur Abdichtung von Arbeitsfugen |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102009044266A1 (de) * | 2009-10-16 | 2011-05-05 | Roland Wolf | Dichtelement und dessen Verwendung |
| AT518836A5 (de) * | 2012-06-19 | 2018-01-15 | Fischer Rista Ag | Bewehrung mit Dichtungsband |
| AT518836B1 (de) * | 2012-06-19 | 2018-08-15 | Fischer Rista Ag | Bewehrung mit Dichtungsband |
Also Published As
| Publication number | Publication date |
|---|---|
| EP1983120B1 (fr) | 2016-07-06 |
| DK1983120T3 (en) | 2016-10-03 |
| EP1983120A3 (fr) | 2012-07-04 |
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