EP0166719A2 - Joint d'étanchéité profilé - Google Patents

Joint d'étanchéité profilé Download PDF

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Publication number
EP0166719A2
EP0166719A2 EP85890142A EP85890142A EP0166719A2 EP 0166719 A2 EP0166719 A2 EP 0166719A2 EP 85890142 A EP85890142 A EP 85890142A EP 85890142 A EP85890142 A EP 85890142A EP 0166719 A2 EP0166719 A2 EP 0166719A2
Authority
EP
European Patent Office
Prior art keywords
profile seal
central web
profile
panels
strip
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.)
Withdrawn
Application number
EP85890142A
Other languages
German (de)
English (en)
Other versions
EP0166719A3 (fr
Inventor
Karl Komarek
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 AT204584A external-priority patent/AT380500B/de
Priority claimed from AT186785A external-priority patent/AT386852B/de
Application filed by Individual filed Critical Individual
Publication of EP0166719A2 publication Critical patent/EP0166719A2/fr
Publication of EP0166719A3 publication Critical patent/EP0166719A3/fr
Withdrawn legal-status Critical Current

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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
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
    • E01C11/106—Joints with only prefabricated packing; Packings therefor
    • 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
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
    • 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
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks

Definitions

  • the invention relates to a profile seal, in particular for filling the joints of panels, e.g. for roadways, sidewalks, floors or the like, consisting of a central web with cross bars protruding on both sides.
  • the term slab is to be understood in its wisest meaning and includes e.g. Concrete slabs, paving stones, plastic stones etc.
  • the joints between the panels are cast with a sealing compound, preferably bitumen. Due to the shaking of the slabs caused by rolling traffic, in particular trams, the casting compounds are pushed out of the joints, whereupon the slabs, in particular concrete slabs, collide in the absence of a lining between them, shift and cause a noise.
  • Joint tapes made of plastic for filling joints between concrete blocks of larger buildings have become known.
  • the joint tapes are predominantly, depending on their position, permanently installed in the formwork, with an essentially tubular profile formed approximately in the longitudinal center of the band determining the joint width prevent into the joint.
  • joint cover tapes made of plastic have become known, which are resistant to bitumen emulsion and seal the joint on the outside against the ingress of water.
  • the well-known joint tapes have the task of providing safety in the 3-tone structure with water pressure and moisture. Sound, shock and heat-insulating as well as cold-insulating effect is here not aimed.
  • AT-PS 313 540 discloses a seal with a profile strand made of elastically deformable material that can be pressed into an expansion joint.
  • this profile strand consists of a divided central web, on which oblique transverse strips protrude upwards on both sides, which are closed off by outside walls, so that closed chambers are formed.
  • a V-shaped channel is formed by the top cross bars, which can be covered by an additional profile bar. Due to the V-shaped design of the gutter, a potting compound would be poorly anchored. Since the profile strand has a complicated cross-sectional shape, its production is also complex.
  • the object of the invention is to provide a profile seal with which, above all, a shock-absorbing, but at most also a heat and cold-insulating effect is achieved, the casting compound also being to be firmly and permanently anchored.
  • the central web carries a U-shaped channel on the upper side, the side walls of which form a dovetail-shaped groove after laying the plates in the compressed state.
  • the central web carries a U-shaped groove on the upper side, the side walls of which can be pressed in and form a dovetail-shaped groove after laying the panels in the compressed state, at least along damping material is provided for part of the profile.
  • the damping mass also achieves a sound-absorbing effect and supports the shock-absorbing effect.
  • the side walls preferably have protruding projections on the upper edge.
  • openings are provided in the bottom of the U-shaped channel.
  • the inventive measure in the gap between the plates insert a compressible profile seal with a dovetail groove at least in the use position, the advantage is achieved that the potting compound can no longer be pushed out of the joint by vibrations of the plates and also in the event of a renewal of the The gasket can be removed from the joint between the panels including the sealing compound, whereupon the panels can be replaced or repaired.
  • the profile seal 1 consists of a central web 2, of which two transverse strips 3 and 3 ', which protrude laterally and laterally, are arranged on both sides.
  • the center web 2 carries on its upper side a U-shaped channel 4, the side walls 5 of which initially run upward and then have extensions 6 projecting laterally. Openings 7 can be present in the bottom of the U-shaped channel 4, which serve as drainage if no potting compound is filled into the channel 4.
  • the transverse strips 3 or 3 ' run obliquely upwards, but they can also protrude obliquely downwards or run horizontally, and at most have only bent the ends, so that the strips 3 or 3' are bent inwards under lateral pressure .
  • the extensions 6 preferably run horizontally and the side walls 5 vertically upwards.
  • the profile seal 1 is made of a material, preferably plastic, which is so elastic that the cross strips 3 and W. 3 'and the side walls 5 can be bent towards each other, so that the side walls 5 form a dovetail-shaped groove in the position of use.
  • a strip 11 of a damping material e.g. Foam rubber, clamped, which in the present case extends along the entire length of the central web 2.
  • This strip can also be provided only in sections. It can also be arranged additionally between the transverse strips 3 and 3 'or only between them, or, as shown in FIG. 2, when a double-walled central web 2 is formed between the two walls 2', 2 "of the central web 2. However, there is also the possibility to arrange it below the strips 3 'or the central web 2. The number of the transverse strips 3 or 3' projecting laterally is left to the designer.
  • the strips 11 can be inserted or poured or injected, but there is also the possibility to produce the entire profile with the strip 11 in casting or injection molding material, which is designed so that the profile walls stiffen and cross bars pressed inward around the root 3 or 3 'and side walls 5 form.
  • the strips 11 can end with the bar 3, but they can also protrude beyond the bar 3, as shown in FIG. 1, and only in the compressed state into the space between the bars 3 and the floor 10 or between the bars 3 , 3 'are pressed in.
  • Fig. 3 shows the profile seal 1 in the installed state between two plates 8.
  • the side walls 5 are pressed against one another due to the projections 6 resting on the plates 8 and thereby form a dovetail-shaped groove 4 'by which the casting compound is anchored.
  • the joint between the plates can also be cast on the bottom.
  • the profile seal 1 can be pressed into the joint with a press ram so that the lowermost cross bars 3 'penetrate into the sealing compound 9 and at their ends deform inwards, so that the sealing compound in the space between the cross bars 3, 3 'and penetrates the central web 2 and thereby anchoring the sealing compound and the cross bars is brought about.
  • the sealing compound connects to the plastic and, with the participation of the anchoring, as shown in FIG. 3, prevents it from escaping from the joint.
  • Another advantage of the profile gasket according to the invention is that this profile gasket is flush with the upper carriageway or walking surface, so that the sealing compound does not come into contact with the side walls of the plates or only comes into contact to a small extent and therefore the side winds not glued, which makes it possible to remove the sealing compound with the profile seal from the joints during renovation or improvement work, after which the loosened panels can be easily lifted off the floor.
  • channel 4 or groove 4 ' is not filled with potting compound, water can flow through the openings 7, which enters the space between the upper cross bar 3 and the bottom 10 of the channel 4, and can be discharged laterally if there is no streak 14 is made of cushioning material, or this strip consists of open-cell foam.
  • the profile seal works like a shock absorber and muffler and can also be installed in joints in panels that have already been laid.
  • the air cushion formed between the panels as a result of the profile seal also provides thermal and cold insulation.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Building Environments (AREA)
  • Sewage (AREA)
EP85890142A 1984-06-25 1985-06-25 Joint d'étanchéité profilé Withdrawn EP0166719A3 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AT2045/84 1984-06-25
AT204584A AT380500B (de) 1984-06-25 1984-06-25 Elastische profil-dichtung zum ausfuellen der fugen von platten
AT186785A AT386852B (de) 1985-06-24 1985-06-24 Profildichtung
AT1867/85 1985-06-24

Publications (2)

Publication Number Publication Date
EP0166719A2 true EP0166719A2 (fr) 1986-01-02
EP0166719A3 EP0166719A3 (fr) 1986-05-28

Family

ID=25597027

Family Applications (1)

Application Number Title Priority Date Filing Date
EP85890142A Withdrawn EP0166719A3 (fr) 1984-06-25 1985-06-25 Joint d'étanchéité profilé

Country Status (1)

Country Link
EP (1) EP0166719A3 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4889445A (en) * 1988-08-12 1989-12-26 Vittone Larry W Expansion joint for settable compositions
EP1460177A3 (fr) * 2003-03-18 2005-04-27 Franken-Schotter GmbH & Co. KG Revêtement constitué de dalles en matière minérale
DE102008018499A1 (de) * 2008-04-10 2009-10-15 Denso-Holding Gmbh & Co. System für den Straßenbau zum Verschluss von Fugen
WO2018172778A1 (fr) * 2017-03-23 2018-09-27 Grass Concrete Limited Drain à fente pour dalles de béton et procédé de formation de pavage en béton
CN109537746A (zh) * 2018-12-27 2019-03-29 上海建工五建集团有限公司 装配式建筑构件拼缝剪式分仓封堵施工工具及其方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7308706U (fr) * 1973-09-13 Heinz Gerhard
GB1108751A (en) * 1965-05-11 1968-04-03 Maclellan Rubber Ltd Road and like expansion joints
US3604169A (en) * 1969-06-02 1971-09-14 J D Distributing Co Sealing strips
DE1937996C3 (de) * 1969-07-25 1974-05-22 Bostik Gmbh, 6370 Oberursel Dichtungsprofilstrang zum Eindrücken in Dehnungsfugen von Bauwerken
DE2218655A1 (de) * 1972-04-18 1973-10-25 Bosch & Wuestenrot Strukturbau Profilstrang zum abdichten von bauwerksfugen
US4090800A (en) * 1976-07-15 1978-05-23 Koch Vergil W Joint-forming device
US4346542A (en) * 1979-07-09 1982-08-31 Kohkichi Tateno Joint for use in concrete deposit

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4889445A (en) * 1988-08-12 1989-12-26 Vittone Larry W Expansion joint for settable compositions
EP1460177A3 (fr) * 2003-03-18 2005-04-27 Franken-Schotter GmbH & Co. KG Revêtement constitué de dalles en matière minérale
DE102008018499A1 (de) * 2008-04-10 2009-10-15 Denso-Holding Gmbh & Co. System für den Straßenbau zum Verschluss von Fugen
EP2108739A3 (fr) * 2008-04-10 2013-01-02 DENSO-Holding GmbH & Co. Système de construction routière pour étanchéifier des joints
WO2018172778A1 (fr) * 2017-03-23 2018-09-27 Grass Concrete Limited Drain à fente pour dalles de béton et procédé de formation de pavage en béton
CN109537746A (zh) * 2018-12-27 2019-03-29 上海建工五建集团有限公司 装配式建筑构件拼缝剪式分仓封堵施工工具及其方法
CN109537746B (zh) * 2018-12-27 2024-04-02 上海建工五建集团有限公司 装配式建筑构件拼缝剪式分仓封堵施工工具及其方法

Also Published As

Publication number Publication date
EP0166719A3 (fr) 1986-05-28

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