EP1683924B1 - Dispositif d'étanchéité pour étancher des jointures - Google Patents
Dispositif d'étanchéité pour étancher des jointures Download PDFInfo
- Publication number
- EP1683924B1 EP1683924B1 EP05022363A EP05022363A EP1683924B1 EP 1683924 B1 EP1683924 B1 EP 1683924B1 EP 05022363 A EP05022363 A EP 05022363A EP 05022363 A EP05022363 A EP 05022363A EP 1683924 B1 EP1683924 B1 EP 1683924B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- sealing device
- sealing
- swelling
- band
- channel
- 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.)
- Active
Links
Images
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
- E04B1/6812—Compressable seals of solid form
-
- 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
- E04B1/6813—Compressable seals of hollow form
-
- 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
- E01D19/06—Arrangement, construction or bridging of expansion joints
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- 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
- 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
- E04B1/6816—Porous tubular seals for injecting sealing material
-
- 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
-
- 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
- E04B2001/6818—Joints with swellable parts
Definitions
- the invention relates to a sealing device for sealing joints between structures, in particular between concrete joints with an injection channel according to the preamble of claim 1.
- the disadvantage is that the swelling tape can swell the slot and the pores of the foam tape when swelling, so that an outlet of injection material from the injection channel is at least severely hampered and the injection channel is thus dysfunctional.
- the preparation of the sealing device is very complex because the items of the sealing device are difficult to assemble the current meter and in particular the assembled sealing device still slightly apart, as long as the sealing device is not covered by the plastic net.
- Fig. 3 discloses an injection tube having a tubular body made of plastic with a channel introduced into this body as well as with exit openings leading from the outer surface of the body into the channel.
- a swelling tape connects, which extends over the entire length of the injection tube.
- the embedded channel and the associated outlet channels to the outlet openings are filled with a liquid or solid inert material, which can be displaced from the channel by rinsing or by pressing a sealing material.
- the body and the swelling tape are each covered with a fleece or tissue. This casing is designed so that when pouring the concrete wall penetration of concrete into the channel and into the outlet channels does not occur.
- the material of the sheath must be permeable to the injection medium. For this reason, water and moisture, for example cement milk, can also penetrate from the outside through the casing and through the outlet channels into the channel, thereby clogging the channels, so that the injection channel is no longer functional.
- a particular disadvantage is that the outlet channels are far away from the joint side; Thus, the swelling source tape obstruct the distribution channels of the sealing material from the outlet channels to the joint, so that injection material from the outlet channels does not reach the defects of the joint to be supplied.
- the preparation of the injection tube is very expensive, because the hose body and the swelling tape in each case in a tight Hose of the sheath must be introduced cumbersome.
- EP 0 418 699 A1 5 discloses a sealing device of a cross-sectionally U-shaped profile which is mounted on a hardened concrete surface and has a top wall and two side walls. The free longitudinal edges of the side walls of the profile sit on the concrete surface, so that outlet openings for sealing material between the concrete surface and the longitudinal edges are formed.
- a free passage for sealing material is provided with a arranged approximately in the middle of the height of the side walls bottom wall having a longitudinal slot for the escape of sealing material.
- a U-shaped receiving space is provided, in which an open-pore plastic foam strips stored.
- the sealing medium is first introduced into the through channel and passes through the slot in the bottom wall in the plastic foam in the flow channel and from there under the longitudinal edges through in the receptive for the sealing medium and sealed area in the joint between the first and the second concreting.
- This sealing device has proven excellent.
- EP 0 804 656 Fig. 3 discloses a sealing device for sealing concrete joints, in the form of a joint slat with an injection channel, which is formed approximately as the channel after the EP 0 418 699 A1 and an exit slot covered by a closed cell foam strip which is impermeable to injection material. If injecting material is injected into the injection channel under pressure, the injection material lifts the foam strip like a valve and can pass outwards into the joint area. When the pressure decreases, the foam strip closes the opening again in the manner of a valve. This sealing device works well.
- the invention has for its object to provide a sealing device that meets the need for a particularly safe and reliable joint seal that is easy to assemble and handle and easy to manufacture and in which in particular reliably prevents the material from entering the passageway ,
- the invention achieves the object with a sealing device according to the independent claim 1.
- Advantageous embodiments of the invention are characterized in the dependent claims.
- the invention relates to a sealing device for sealing joints between concrete joints, in particular using a sealing device described above, with an injection channel body with an injection channel for introducing sealing material, wherein the injection channel has at least one outlet opening for the sealing material, a masking tape, the penetration of Material prevented by the outlet opening in the injection channel, and a swelling tape, wherein the masking tape is formed integrally with the swelling tape.
- the cover tape is preferably a check valve tape.
- the one-part design of the check valve tape with the swelling tape is particularly advantageous because the assembly of the sealing device according to the invention is essentially limited to an assembly of two parts.
- the swelling tape is arranged substantially on the joint side of the check valve tape so that it does not interfere with the function of the channel device.
- the comparatively soft swelling tape possibly compensates for slight unevenness in the surface of the concrete joint and swells into spaces that are empty of material, resulting in a temporary seal.
- the swelling tape is arranged outside the channel body on the cover or check valve tape.
- the swelling tape is fixedly arranged on the bottom wall of the hollow profile strip, for example glued.
- the swelling tape can be connected to the masking or blocking valve tape at a first production site, wherein the joining with the channel device can take place at a second production site or on the construction site.
- the swelling strip is expediently a flat, flexible, relatively soft band and preferably projects laterally beyond the channel device, so that edge webs result.
- the edge webs are preferably angled slightly in the direction of the intended joint support area, resulting in a kind of curvature in the transverse direction.
- the sealing device 1 consists essentially of a relatively rigid channel body 2 made of plastic, a seated in the channel body 2, hose-like a check valve forming hollow profile strip 3 and a swelling tape. 4
- the channel body 2 consists for example of polyethylene, in particular of high density polyethylene (HDPE).
- the profile band 3 consists for example of rubber or polyethylene, especially HDPE, or polyvinyl chloride (PVC) or polyurethane.
- the swelling tape 4 consists for example of swelling rubber or of source plastic, in particular swellable polyurethane.
- the channel body 2 has a U-shaped cross-section, the U-shape being open in the direction of a joint area to be sealed.
- the channel body 2 has a top wall 5 and two side walls 6, 7, wherein the side walls 6, 7 are of equal length and their free ends form longitudinal edges 8.
- valve seat channel 13 which is open in the direction of the joint area.
- the cross-sectional shape of the channel body 2 may also be arcuate or trapezoidal or polygonal or the like may be formed, but free longitudinal edges 8 should be present. Furthermore, a plurality of injection channels 12 may be provided. Instead of the longitudinal slot 11 may also be provided a perforation or the like outlet openings.
- valve hollow profile strip 3 which consists of a resilient, soft set, preferably vulcanized, rubber-elastic material.
- the tubular valve hollow profile strip 3 has three through channels 3a, 3b, 3c, a bottom wall 14, a top wall 15, two side walls 16, 17 and inside each one to a side wall 16 or 17 at a distance adjacent support wall 18, 19.
- the walls 16, 18 and 17, 19 are - viewed in cross section - angled in an arrow shape in each case outwardly, so that in each case a Knickeck Society 20 is formed becomes. Purpose and purpose of Knickeck Stude 20 will be explained below.
- the Knickeck Societye 20 of the side walls 16, 17 of the valve hollow profile strip 3 are also on the inside of the side walls 6, 7 of the channel body 2 and are based there in the region of the longitudinal edges 8 from.
- the top wall 15 of the valve hollow profile strip 3 is concave in cross-section and channel-shaped in the longitudinal direction.
- Transition regions 25 between each of the top wall 15 and the side walls 16 and 17 abut against the expwandungsstege 9, 10th
- the valve band 3 is formed integrally with a swelling tape 4.
- the swelling tape 4 is arranged on the joint-side outer surface 22 of the bottom wall 14, the swelling tape 4 is arranged.
- the swelling tape 4 is fixedly connected to the outer surface 22 of the bottom wall 14.
- the connection of the valve band 3 with the swelling tape 4 is made by coextrusion or by vulcanization.
- the swelling tape 4 is formed as a flat band and wider than the bottom wall 14, resulting in laterally projecting edge webs 24, which are slightly angled in the direction of a support surface 26.
- the protruding edge webs 24 of the swelling tape 4 may be formed narrower or wider as needed in comparison with the embodiment shown in the figures, for example, depending on the application to provide a sufficient amount of source material.
- the width of the edge webs 24 may vary in the longitudinal direction, for example to allow a particularly simple laying on a corner region of a concrete foundation 27.
- the swelling tape 4 may have knobs or such structuring means on the joint side, so that it is particularly slip-resistant when laid on a concrete surface 26.
- the thickness of the swelling tape 4, in particular in the central portion 23, corresponds approximately to the thickness of the bottom wall 14, wherein expediently the walls 5, 6, 7, 9, 10, 14, 15, 16, 17 are formed approximately the same thickness.
- the joint is formed by a horizontal concrete foundation 27 and a vertical concrete wall (not shown).
- the sealing device 1 laid on the surface 26 of the concrete foundation 27, wherein the edge webs 24 of the swelling tape 4 rest on the concrete foundation 27.
- the sealing device 1 is fixed on the concrete foundation 27, for example, nailed or clamped in a conventional manner.
- the swelling tape 4 nestles substantially over the entire surface of the surface 26 of the concrete foundation 27 and the valve hollow profile strip 4 is compressed, the longitudinal edges 8 of the channel body 2 preferably sit sealingly on the edge webs 24 of the swelling tape 4.
- the sealing lips 21 and the kinks 20 of the side walls 16, 17 are pressed firmly and sealingly against the side walls 6, 7, resulting in the final valve seat and due to the interference fit no liquid can penetrate into the injection channel 12.
- the transition regions 25 are pressed sealingly against the insectsdungsstege 9, 10 (Fig. 2).
- the sealing device 1 in the joint will be described below.
- a per se known liquid sealing material is introduced in a conventional manner under pressure.
- the sealing material penetrates through the longitudinal slot 11 in the valve seat channel 13, wherein it presses on the concave top wall 15.
- the top wall 15 gives way to the pressure and is moved in the direction of the joint and the kinking areas 20 buckle.
- the top wall 15 takes the sealing lips 21 and the portion of the side walls 16, 17 up to Knickeck Scheme 20 inwardly moving with, so that the sealing effect is lifted and sealing material between the side walls 6, 7 and the profile strip 3 and between the lower edges 8 and the swelling tape 23 can be pushed through and can penetrate into gaps of the joint.
- the water Upon entry of water and / or moisture into the joint, the water hits the swelling tape 4.
- the swelling material of the swelling tape 4 swells up and blocks the water from further access.
- the water and / or the source material are prevented from penetrating into the valve seat channel 13 or even into the injection channel 12, in particular because the longitudinal edges 8 of the side walls 6, 7 firmly seated on the bottom wall 14 of the valve hollow profile strip 3 and / or on the swelling tape 4.
- the side walls 16, 17 press in Knickeck Scheme 20 and the sealing lips 21 sealingly against the side walls 6, 7 of the channel body 2.
Claims (6)
- Dispositif d'étanchéité pour étancher des joints entre des éléments de construction, en particulier entre des joints de béton, comprenant- un corps de canal d'injection (2) avec un canal d'injection (12) pour l'introduction de matériau d'étanchéité, le canal d'injection (12) présentant une ouverture de sortie (11) pour le matériau d'étanchéité,- une bande de recouvrement (3) qui empêche une pénétration de matériau par l'ouverture de sortie (11) dans le canal d'injection (12) et- une bande de gonflement (4),caractérisé en ce que la bande de recouvrement (3) est conçue d'une seule pièce avec la bande de gonflement (4).
- Dispositif d'étanchéité selon la revendication 1,
caractérisé en ce que la bande de gonflement (4) est disposée côté joint sur la bande de recouvrement (3). - Dispositif d'étanchéité selon la revendication 2,
caractérisé en ce que la bande de gonflement (4) est collée sur la bande de recouvrement (3). - Dispositif d'étanchéité selon l'une quelconque des revendications 1 à 3,
caractérisé en ce que la bande de gonflement (4) présente des nervures de bordure (24) qui dépassent de la bande de recouvrement (3) sur le côté et qui sont coudées de préférence légèrement en direction de la zone de support de joint (26) prévue. - Dispositif d'étanchéité selon l'une quelconque des revendications 1 à 4,
caractérisé en ce que les nervures de bordure (24) de la bande de gonflement (4) peuvent être déplacées contre une tension initiale à partir de la position coudée de telle sorte que la bande de gonflement (4) présente avec les nervures de bordure (24), en particulier dans l'état monté, une surface d'appui globalement plane. - Dispositif d'étanchéité selon l'une quelconque des revendications 1 à 5, caractérisé en ce que les arêtes longitudinales (8) du corps de canal (2) s'appuient sur les nervures de bordure (24) lorsque le dispositif d'étanchéité (1) est fixé, en particulier dans l'état monté, sur la zone de support de joint (26) prévue.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL05022363T PL1683924T3 (pl) | 2003-08-07 | 2004-08-03 | Przyrząd do uszczelniania spoin |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10336641 | 2003-08-07 | ||
EP04018388A EP1505216B1 (fr) | 2003-08-07 | 2004-08-03 | Dispositif d'étanchéité pour étancher des jointures et une bande avec profil creux pour cela |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04018388A Division EP1505216B1 (fr) | 2003-08-07 | 2004-08-03 | Dispositif d'étanchéité pour étancher des jointures et une bande avec profil creux pour cela |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1683924A1 EP1683924A1 (fr) | 2006-07-26 |
EP1683924B1 true EP1683924B1 (fr) | 2007-06-27 |
Family
ID=33547175
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05022363A Active EP1683924B1 (fr) | 2003-08-07 | 2004-08-03 | Dispositif d'étanchéité pour étancher des jointures |
EP04018388A Active EP1505216B1 (fr) | 2003-08-07 | 2004-08-03 | Dispositif d'étanchéité pour étancher des jointures et une bande avec profil creux pour cela |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04018388A Active EP1505216B1 (fr) | 2003-08-07 | 2004-08-03 | Dispositif d'étanchéité pour étancher des jointures et une bande avec profil creux pour cela |
Country Status (20)
Country | Link |
---|---|
US (1) | US20050029751A1 (fr) |
EP (2) | EP1683924B1 (fr) |
JP (1) | JP2005054569A (fr) |
KR (1) | KR100682151B1 (fr) |
CN (1) | CN100357536C (fr) |
AR (1) | AR045358A1 (fr) |
AT (1) | ATE365838T1 (fr) |
AU (1) | AU2004202892B2 (fr) |
BR (1) | BRPI0403275A (fr) |
CA (1) | CA2472875A1 (fr) |
DE (2) | DE502004004214D1 (fr) |
DK (1) | DK1683924T3 (fr) |
ES (1) | ES2289637T3 (fr) |
HK (2) | HK1073344A1 (fr) |
NO (1) | NO20042607L (fr) |
PL (1) | PL1683924T3 (fr) |
PT (1) | PT1683924E (fr) |
RU (1) | RU2347868C2 (fr) |
SG (1) | SG115710A1 (fr) |
TW (1) | TW200506152A (fr) |
Families Citing this family (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7487616B2 (en) * | 2005-04-05 | 2009-02-10 | Central Sales & Service, Inc. | Rail car door sealing gasket |
US9174656B2 (en) * | 2005-09-23 | 2015-11-03 | Gunderson Llc | Insulative railway boxcar |
CN100346039C (zh) * | 2005-11-15 | 2007-10-31 | 沈阳远大铝业工程有限公司 | 大变位幕墙柔性密封结构 |
US8733550B2 (en) * | 2012-03-09 | 2014-05-27 | Wki Holding Company, Inc. | Nesting container lids with snap on wings |
ITMI20120958A1 (it) * | 2012-06-04 | 2013-12-05 | Politec Polimeri Tecnici Sa | Assieme di pannelli alveolari per coperture e pareti |
CN102926637A (zh) * | 2012-11-02 | 2013-02-13 | 张家港市润禾橡塑制品有限公司 | 船用舱盖中缝气囊型橡胶密封条 |
BR112017023238B1 (pt) * | 2015-04-30 | 2023-03-28 | Zephyros, Inc | Artigo e método de formação de um artigo |
DE102016001025A1 (de) * | 2016-02-01 | 2017-08-03 | Mann + Hummel Gmbh | Filterelement eines Flüssigkeitsfilters, Flüssigkeitsfilter und Filtergehäuse |
CN106639002B (zh) * | 2017-03-10 | 2022-10-18 | 丁杰 | 堵漏剂反应组件和后浇带止水装置 |
US20190112868A1 (en) * | 2017-10-13 | 2019-04-18 | Central Sales & Services, Inc. | Refrigerated Railcar Door Sealing Gasket |
CN110905119B (zh) * | 2019-10-28 | 2021-10-08 | 中建科技集团有限公司 | 可更换密封胶条的龙骨复合墙体结构及密封胶条更换方法 |
CN112283349A (zh) * | 2020-10-12 | 2021-01-29 | 南昌航空大学 | 一种双向w型金属薄壁封严环 |
CN112942593B (zh) * | 2021-01-28 | 2022-04-05 | 上海绿地建设(集团)有限公司 | 一种装配式建筑用异形柱节点连接结构 |
Family Cites Families (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4457522A (en) * | 1983-03-24 | 1984-07-03 | Mario Trieste | Bridge seal for expansion grooves |
DE3427110A1 (de) * | 1984-07-23 | 1986-01-23 | Gleit- Und Lagertechnik Nell Gmbh, 5620 Velbert | Vorrichtung zum abdichten von fugen zwischen zwei bauteilen |
EP0267230A1 (fr) * | 1986-03-31 | 1988-05-18 | Bechtel Investments, Inc. | Joint etanche pour beton monte sous pression/compression |
DE8910744U1 (fr) * | 1989-09-08 | 1991-01-17 | Schmidt, Rene P., Oberweningen, Ch | |
DE4140616C2 (de) * | 1991-12-10 | 2000-01-13 | Hiendl Heribert | Injektionsschlauch |
DE4340845C2 (de) * | 1993-11-26 | 2002-12-19 | Ibs Injektionstechnologie Gmbh | Injektionsprofil zum Abdichten von Fugen an Bauwerken |
DE19501384C2 (de) * | 1995-01-18 | 2001-10-04 | Rene P Schmid | Dichtungsvorrichtung zum Abdichten von Betonierfugen |
FR2758348B1 (fr) * | 1997-01-16 | 1999-03-26 | Freyssinet Int Stup | Procede de realisation d'un joint de construction et ouvrage comportant un tel joint |
DE19702248A1 (de) * | 1997-01-23 | 1998-07-30 | Sika Ag | Verfahren zur Fugenabdichtung in Betonbauwerken |
DE29712401U1 (de) * | 1997-07-14 | 1997-10-02 | Contec Bauwerksabdichtungen Gm | Abdichtungsformkörper aus flexiblem Material für die Arbeitsfugen zwischen Betonteilen |
DE19900520A1 (de) * | 1999-01-08 | 2000-07-27 | Sika Ag, Vormals Kaspar Winkler & Co | Dichtungsband zur Fugenabdichtung in Betonbauwerken |
DE10123312A1 (de) * | 2001-05-04 | 2002-11-07 | Bms Gmbh | Halte- und Verlegeprofil für Injektions- oder Verpreßschläuche sowie Verfahren zum Verlegen eines Injektions- oder Verpreßschlauches unter Verwendung eines Halte- und Verlegeprofils |
AUPR917301A0 (en) * | 2001-11-29 | 2001-12-20 | Commercial Waterproofing Services Pty Ltd | A method and means for waterproofing joints |
-
2004
- 2004-06-22 NO NO20042607A patent/NO20042607L/no not_active Application Discontinuation
- 2004-06-28 SG SG200403818A patent/SG115710A1/en unknown
- 2004-06-28 AU AU2004202892A patent/AU2004202892B2/en not_active Ceased
- 2004-06-29 TW TW093119116A patent/TW200506152A/zh unknown
- 2004-06-30 CA CA002472875A patent/CA2472875A1/fr not_active Abandoned
- 2004-07-23 CN CNB2004100708539A patent/CN100357536C/zh not_active Expired - Fee Related
- 2004-08-03 EP EP05022363A patent/EP1683924B1/fr active Active
- 2004-08-03 PT PT05022363T patent/PT1683924E/pt unknown
- 2004-08-03 AT AT05022363T patent/ATE365838T1/de active
- 2004-08-03 EP EP04018388A patent/EP1505216B1/fr active Active
- 2004-08-03 PL PL05022363T patent/PL1683924T3/pl unknown
- 2004-08-03 US US10/910,702 patent/US20050029751A1/en not_active Abandoned
- 2004-08-03 DK DK05022363T patent/DK1683924T3/da active
- 2004-08-03 ES ES05022363T patent/ES2289637T3/es active Active
- 2004-08-03 DE DE502004004214T patent/DE502004004214D1/de active Active
- 2004-08-03 DE DE502004005549T patent/DE502004005549D1/de active Active
- 2004-08-05 BR BR0403275-6A patent/BRPI0403275A/pt not_active IP Right Cessation
- 2004-08-05 KR KR1020040061748A patent/KR100682151B1/ko not_active IP Right Cessation
- 2004-08-06 JP JP2004231336A patent/JP2005054569A/ja active Pending
- 2004-08-06 RU RU2004124071/03A patent/RU2347868C2/ru not_active IP Right Cessation
- 2004-08-09 AR ARP040102837A patent/AR045358A1/es unknown
-
2005
- 2005-07-14 HK HK05105983A patent/HK1073344A1/xx not_active IP Right Cessation
-
2006
- 2006-08-02 HK HK06108588A patent/HK1088053A1/xx not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
CN100357536C (zh) | 2007-12-26 |
EP1683924A1 (fr) | 2006-07-26 |
CN1580433A (zh) | 2005-02-16 |
CA2472875A1 (fr) | 2005-02-07 |
US20050029751A1 (en) | 2005-02-10 |
EP1505216B1 (fr) | 2007-11-21 |
ES2289637T3 (es) | 2008-02-01 |
DE502004004214D1 (de) | 2007-08-09 |
EP1505216A1 (fr) | 2005-02-09 |
KR20050016169A (ko) | 2005-02-21 |
NO20042607L (no) | 2005-02-08 |
DE502004005549D1 (de) | 2008-01-03 |
RU2347868C2 (ru) | 2009-02-27 |
KR100682151B1 (ko) | 2007-02-12 |
AU2004202892B2 (en) | 2007-06-14 |
PL1683924T3 (pl) | 2007-12-31 |
BRPI0403275A (pt) | 2005-04-12 |
SG115710A1 (en) | 2005-10-28 |
PT1683924E (pt) | 2007-09-27 |
AU2004202892A1 (en) | 2005-02-24 |
ATE365838T1 (de) | 2007-07-15 |
HK1088053A1 (en) | 2006-10-27 |
AR045358A1 (es) | 2005-10-26 |
RU2004124071A (ru) | 2006-01-27 |
JP2005054569A (ja) | 2005-03-03 |
DK1683924T3 (da) | 2007-10-22 |
HK1073344A1 (en) | 2005-09-30 |
TW200506152A (en) | 2005-02-16 |
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