EP1600572B1 - Support de joints de bétonnage et méthode de réalisation de sections en béton - Google Patents

Support de joints de bétonnage et méthode de réalisation de sections en béton Download PDF

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Publication number
EP1600572B1
EP1600572B1 EP05010082A EP05010082A EP1600572B1 EP 1600572 B1 EP1600572 B1 EP 1600572B1 EP 05010082 A EP05010082 A EP 05010082A EP 05010082 A EP05010082 A EP 05010082A EP 1600572 B1 EP1600572 B1 EP 1600572B1
Authority
EP
European Patent Office
Prior art keywords
joint
fixture
strip
sections
shaped
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.)
Not-in-force
Application number
EP05010082A
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German (de)
English (en)
Other versions
EP1600572A2 (fr
EP1600572A3 (fr
Inventor
Willi Kuznik
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
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Individual
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Application filed by Individual filed Critical Individual
Publication of EP1600572A2 publication Critical patent/EP1600572A2/fr
Publication of EP1600572A3 publication Critical patent/EP1600572A3/fr
Application granted granted Critical
Publication of EP1600572B1 publication Critical patent/EP1600572B1/fr
Not-in-force legal-status Critical Current
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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
    • E04B1/6807—Expansion elements for parts cast in situ

Definitions

  • the invention relates to a holder for a joint tape and a method for producing two separate by a joint concreting sections, which are connected to each other impermeable to water by a joint tape.
  • Joint tapes serve for the elastic sealing of concrete structures in the area of expansion, movement or working joints formed between two respective adjacent concrete components.
  • a side track of the joint tape is embedded in one of the concrete components.
  • the side track regularly has a profiling to form the longest possible water circulation path.
  • Joint tapes are used, for example, when basement walls of adjacent buildings are to be connected to each other in a water-impermeable manner, as is required in particular in the construction of terraced and semi-detached houses. So far, the basement walls of neighboring houses are staggered in stages in such cases.
  • a joint formwork must be made with the involvement of the joint tape of the first concreting section, before the second concreting section can be produced with the integration of the still free side track of the joint strip after its hardening.
  • a holder for a joint tape is also in the document DE 29 720 926 U shown.
  • a waterproof connection temporally staggered concreting sections using joint tapes is therefore quite time consuming and labor intensive.
  • the temporally staggered concreting sections require a repeated delivery of smaller quantities of concrete, which results in an increase in delivery costs.
  • the bracket should be structurally simple and inexpensive to manufacture and easy to handle. Furthermore, the object of the invention is to propose an advantageous method for the production of two concreting sections separated by a joint.
  • a holder for a joint tape comprising two identical support members, each support member having a plurality of band-shaped profiles with a U-shaped and two outgoing from the leg ends of the U-shaped section straight sections and the band-shaped profiles at their in direction the U-shaped portion facing side are arranged at a distance and parallel to each other at least one rod, which merges at the end into a mounting plate for fixing the support member on a formwork sole.
  • the U-shaped portions of the band-shaped profiles of the opposing support members of the assembly serve as a receptacle for the side panels of the joint tape, which extends at a joint between adjacent basement walls of the formwork sole perpendicular to the top and transverse to the joint.
  • the fugue-filling insulation materials in particular insulation boards on, which also take over the function of the joint shell during concreting.
  • these joint shells must be produced in succession for the surfaces delimiting the joint.
  • a particularly rigid connection and stable embodiment of the support members is characterized in that the band-shaped profiles of each support member are arranged on at least two rods designed as angle profiles.
  • the angle profiles have a high buckling resistance and thus effectively prevent bending of the support elements under the action of the concrete. This ensures that the joint tape during the pouring of the concrete is fixed in the predetermined position perpendicular to the joint profile.
  • angle profiles can be welded to the lower ends of the angle profiles mounting plates that allow easy installation and attachment of the support elements on the concrete sole.
  • the angle profiles are located on both sides of the U-shaped sections. If the straight sections of the band-shaped profiles are of different lengths, a further angle profile can additionally be arranged in the edge region of the longer straight section.
  • the straight sections of the support elements preferably extend at right angles from the leg walls of the U-shaped section.
  • the two support members are fixed to each other at a distance to each other on the formwork sole that the straight portions of the band-shaped profiles of the opposing support members aligned parallel to each other are and the U-shaped portions of the band-shaped profiles of the opposing support members form a receptacle for the joint tape. Due to the strictly parallel alignment of the opposing identical support elements of the desired joint profile and the perpendicular thereto embedding of the joint strip is ensured.
  • the distance of the straight portions of the band-shaped profiles of the opposing support members is chosen so that it corresponds to a required joint width in their attachment to the formwork sole.
  • the one by the straight Intermediate space formed sections of the band-shaped profiles is filled with insulating materials, especially insulation boards, which also serve as a joint shell during concreting by keeping the joint free of concrete.
  • the straight portions of the band-shaped profiles of each support member are angled at right angles to the end and on the outwardly facing sides of each angled portion, a spacer is arranged.
  • the spacers are after the mounting of the support elements on the formwork of the concreting sections. Due to the spacers prevents the metallic band-shaped profiles of the support members reach up to the outer skin of the concreting section.
  • the holder according to the invention for a joint tape consists of two identical with 1 designated support elements.
  • Each support member 1 consists of a total of seven band-shaped flat steel profiles 2, which are welded at a distance of about 35 cm with three perpendicular to the flat steel profiles 2 angle sections 3.
  • Each flat steel profile 2 has a U-shaped section 4 and two straight sections 5, 6 extending from the leg ends of the U-shaped section 4.
  • the flat steel profiles 2 are welded in exactly parallel alignment with one another on the angle profiles 3, so that all U-shaped sections 4 are aligned with each other and thus form a receiving chamber for one of the side panels 7a, 7b of a joint strip 8.
  • the straight sections 5, 6 of the flat steel profiles 2 are angled right angles at the ends.
  • the angle profiles 3 are welded on the side of the straight sections 5, 6 pointing in the direction of the U-shaped section 4. This ensures that the straight sections 5, 6 on the side opposite the U-shaped section together form a straight bearing surface for the insulating material, in particular in the form of insulating boards, which are introduced between two mutually opposing mounting elements 1.
  • the two immediately adjacent to the U-shaped sections 4 angle sections 3 have at their lower end a mounting plate 14 for fixing the support member 1 on a formwork sole.
  • the mounting plate 14 is welded to the lower edge of the angle section 3.
  • the basement walls of adjacent buildings pour in a single operation and at the same time connect waterproof with each other to form a gap 19 between the adjoining basement walls.
  • the basement wall of the first building is referred to as the first concreting section 15 and the basement wall of the second building as the second concreting section 16.
  • a first formwork skin 17 is erected on one side of the concreting sections 15, 16.
  • the flat steel profiles 2, including the spacers 12, 13, extend over the entire thickness of the concreting sections 15, 16.
  • the total designated 8 joint tape is cast with its lower edge transverse to the course of the joint 19 in the formwork sole. It consists in the embodiment of an extruded profile strand of plastic.
  • joint tape 8 is a so-called expansion joint tape with a arranged in the region of the concrete-free joint 19 center hose 21 from which laterally two side panels 7 a, b extend in the opposite direction.
  • the holder according to the invention can also be realized in so-called working joint bands without middle tube.
  • the side panels 22 a, b have in their surface area a plurality of ribs.
  • the left side panel 7 a in FIG. 2 is laterally inserted into the receptacle of the support element 1 formed by the U-shaped sections 4.
  • the area between the joint tape 8 and the already erected first formwork skin 17 is then filled with insulation boards whose thickness corresponds approximately to the required joint width 25.
  • the second support member 1 is aligned in the same way on the formwork sole and the side panel 7 b of the joint strip 8 is received in the opposite U-shaped section 4 of the second support member 1. Subsequently, the support member 1 is bolted to the formwork sole. After setting up the second support member 1 of the longer straight sections 6 of the flat steel profiles 2 of the opposing support members 1 and the joint tape 18 limited area is also filled with insulation boards 26.
  • the insulation boards 26 are konfentechnischiert so that whose thickness corresponds to the required joint width 25 and that they come close to a second formwork skin 27, which is then built.
  • the concreting sections 15, 16 separated by the insulating panels 26 in the joint 19 are preferably filled simultaneously or immediately one after the other with concrete which hardens, including the side panels 7a, 7b of the joint strip 8 and the support elements 1.
  • the joint tape 8 After removal of the formwork, the joint tape 8 is in perfect position transverse to the joint 19 and extends from the formwork sole over the entire length of the elongated joint strip.
  • the inexpensive support elements 1 are cast in as lost components.
  • the use of the arrangement according to the invention for holding the joint tape allows not only the simultaneous or timely successive concreting of the two concreting sections, but also the introduction of a joint tape and a sound insulation between the two concreting sections in a single concreting the preceding step.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Building Environments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Decoration Of Textiles (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
  • Lining And Supports For Tunnels (AREA)

Claims (9)

  1. Support destiné à une bande d'étanchéité, le support comprenant deux éléments de support (1) construits de façon identique, caractérisé en ce que chaque élément de support (1) comporte plusieurs profils en forme de bandes (2), avec une section en forme de U et deux sections droites (5) partant des extrémités des branches de la section en forme de U (4), et en ce que les profils en forme de bandes (2) sont disposés, de leur côté tourné vers la section en forme de U (4), de façon espacée et parallèles entre eux, sur au moins un bâton (3), qui au niveau de son extrémité se prolonge en une plaque de fixation (14) servant à fixer l'élément de support (1) sur une base de coffrage.
  2. Support selon la revendication 1, caractérisé en ce que les profils en forme de bandes (2) de chaque élément de support (1) sont disposés sur au moins deux bâtons conçus comme des profilés angulaires (3).
  3. Support selon la revendication 1 ou 2, caractérisé en ce que les sections droites (5, 6) partent en angle droit des extrémités de branches de la section en forme de U (4).
  4. Support selon l'une des revendications 1 à 3, caractérisé en ce que les deux éléments de support, respectant un écart (25) entre eux et situés l'un en face de l'autre, sont disposés de telle façon que les sections droites (5, 6) des profils en forme de bandes (2) des éléments de support (1) situés l'un en face de l'autre sont parallèles entre elles et les section en forme de U (4) des profils en forme de bandes (2) des éléments de support (1) situés l'un en face de l'autre forment une admission pour la bande d'étanchéité (8).
  5. Support selon la revendication 4, caractérisé en ce que l'écart entre les sections droites (5, 6) des profils en forme de bandes (2) des éléments de support (1) situés l'un en face de l'autre correspond à une largeur de joint (25) requise.
  6. Support selon l'une des revendications 1, à 5, caractérisé en ce que les sections droites (5, 6) des profils en forme de bandes (2) sont coudés en angle droit à leur extrémité et en ce que des écarteurs (12, 13) sont placés au niveau des sections (9, 11) tournées vers l'extérieur.
  7. Procédé destiné à la réalisation simultanée de deux sections de bétonnage (15, 16) séparées par un joint, qui sont reliées entre elles de façon étanche à l'aide d'une bande d'étanchéité (8), en utilisant un support selon l'une des revendications 1 à 6.
  8. Procédé selon la revendication 7, caractérisé en ce que
    - une enveloppe de coffrage (17) pour les deux sections de bétonnage (15, 16) est réalisée sur un côté d'une base de coffrage,
    - l'un des deux éléments de support (1) d'un support selon l'une des revendications 1 à 6 est fixé à la base de coffrage, les sections en forme de U (4) de l'élément de support (1) étant orientées perpendiculairement au sens des joints et admettant latéralement une partie (7a) de la bande d'étanchéité (8),
    - la région située entre la bande d'étanchéité (8) et l'enveloppe de coffrage (17) est remplie de plaques isolantes (26), dont l'épaisseur correspond à la largeur de joint (25) requise,
    - le deuxième élément de support (1) d'un support selon l'une des revendications 1 à 6 est fixé à la base de coffrage, de façon à ce que l'écart entre les sections droites (5, 6) des profils en forme de bandes (2) des éléments de support situées l'un en face de l'autre corresponde à la largeur de joint requise (25), les sections en forme de U (4) de l'élément de support (1) étant orientés perpendiculairement au sens des joints et admettant latéralement une partie (7b) de la bande d'étanchéité,
    - la région délimitée par les sections droites (5, 6) des profils en forme de bandes (2) des éléments de support (1) situés l'un en face de l'autre et par la bande d'étanchéité (8) est remplie de matières isolantes (26), les matières isolantes étant fabriquées de manière à ce que leur épaisseur corresponde à peu près à la largeur de joint (25) requise et de manière à atteindre une deuxième enveloppe de coffrage (27), qui est réalisée par la suite, et
    - les sections de bétonnage (15, 16) séparées par les matières isolantes (26) dans le joint (19) sont remplies de béton, qui durcit suite à l'inclusion de la bande d'étanchéité (7a, 7b) et des éléments de support (1).
  9. Procédé selon la revendication 8, caractérisé en ce que des plaques isolantes (26) sont utilisées comme matières isolantes, avec une épaisseur correspondant à la largeur des joints (25).
EP05010082A 2004-05-29 2005-05-10 Support de joints de bétonnage et méthode de réalisation de sections en béton Not-in-force EP1600572B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102004026429A DE102004026429B3 (de) 2004-05-29 2004-05-29 Fugenbandhalterung sowie Herstellungsverfahren für Betonierungsabschnitte
DE102004026429 2004-05-29

Publications (3)

Publication Number Publication Date
EP1600572A2 EP1600572A2 (fr) 2005-11-30
EP1600572A3 EP1600572A3 (fr) 2006-11-02
EP1600572B1 true EP1600572B1 (fr) 2008-01-02

Family

ID=34936313

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05010082A Not-in-force EP1600572B1 (fr) 2004-05-29 2005-05-10 Support de joints de bétonnage et méthode de réalisation de sections en béton

Country Status (3)

Country Link
EP (1) EP1600572B1 (fr)
AT (1) ATE382749T1 (fr)
DE (2) DE102004026429B3 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107938717B (zh) * 2017-12-02 2019-06-28 江苏惠淳建设有限公司 地下室后浇带防水结构及其施工方法
CN113235798B (zh) * 2021-05-21 2022-10-25 铜陵有色建安钢构有限责任公司 装配式叠合板安装方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29720926U1 (de) * 1997-11-26 1998-01-15 Tiletschke, Lothar, 32130 Enger Abschalelement
DE19905691A1 (de) * 1999-02-11 2000-08-17 Dausend Hans Werner Halterung für ein Fugenband
DE10104376C1 (de) * 2001-02-01 2002-08-22 Jutta Quinting Verfahren zum Abdichten einer Bauwerksfuge und Fugenband dafür
DE20318608U1 (de) * 2003-12-02 2004-03-04 Msl Mathieu Schalungssysteme Und Lufttechnische Komponenten Gmbh Abschalanordnung für eine Dehnfuge zwischen zwei Betonkörpern

Also Published As

Publication number Publication date
EP1600572A2 (fr) 2005-11-30
EP1600572A3 (fr) 2006-11-02
DE502005002372D1 (de) 2008-02-14
DE102004026429B3 (de) 2006-02-02
ATE382749T1 (de) 2008-01-15

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