EP2320001B1 - Dispositif d'établissement d'un coffrage partiel et/ou d'un coffrage à joint de dilatation sur une construction en béton - Google Patents

Dispositif d'établissement d'un coffrage partiel et/ou d'un coffrage à joint de dilatation sur une construction en béton Download PDF

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Publication number
EP2320001B1
EP2320001B1 EP10405169.3A EP10405169A EP2320001B1 EP 2320001 B1 EP2320001 B1 EP 2320001B1 EP 10405169 A EP10405169 A EP 10405169A EP 2320001 B1 EP2320001 B1 EP 2320001B1
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EP
European Patent Office
Prior art keywords
support elements
elements
plate
stop end
concrete
Prior art date
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Application number
EP10405169.3A
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German (de)
English (en)
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EP2320001A2 (fr
EP2320001A3 (fr
Inventor
Pino Albanese
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Individual
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Priority claimed from CH16492009A external-priority patent/CH702094A2/de
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Publication of EP2320001A3 publication Critical patent/EP2320001A3/fr
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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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • 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 device for producing a sectionabschalung and / or a Dehnungsfugeri shuttering on a concrete structure according to the preamble of patent claim 1.
  • the narrow effective area between the U-profiles does not meet today's requirements.
  • the second embodiment in D1 represents a useless solution, because between the alternately mounted top and bottom brackets the two Abschalplatten can not rest well on the sealing plate and consequently there is no sealing in these areas; the latter is only limited in Areas where the brackets are located and there just just in the contact area between the plate edge and the clip base. In the areas between the brackets there is no sealing at all.
  • the DE 201 18 098 U1 describes a joint tape holder, which must be bolted to the face side with the formwork panels for insectschalung between two successively cast concrete structures.
  • the joint tape itself is - in contrast to the present invention - consequently supported only over the width or thickness of the formwork panel, for example, 20 mm.
  • the two protruding into the concrete mass arms (4b) of the joint tape are therefore completely futile, since the water passage is interrupted only in the region of the end edges of the formwork panels by the joint tape.
  • Such short joint seals do not meet today's requirements
  • An object of the present invention is now to provide an apparatus for creating a sectionabschalung and / or a expansion joint Abschalung on a concrete structure, in which the insertion of a water barrier or seal can be done in a simple, safe and cost-effective manner.
  • the device according to the invention makes it possible to apply a sealing foil or plate precisely and against even when laying the reinforcements and inserting a partial shuttering and / or when creating a expansion joint shuttering
  • Inserting sealing foil / joint sealing can also be carried out safely by inexperienced persons, such as assistants.
  • the cost of the device is very low and is more than compensated by the savings in working hours and by the security for later waterproofness.
  • a concrete ceiling 1 in FIG. 1 is the first substructure 3 on the right side and the second substructure 5 can be seen on the left side.
  • a Abschalplatte 7 comprising a lower plate member 7a and an upper plate member 7b.
  • the two plate elements 7a, 7b are strip-shaped and have breakable weak points 9 for the passage of reinforcing bars 11.
  • Support elements 13a and 13b are arranged between the two plate elements 7a, 7b.
  • the carrier elements 13a, 13b are, as in the FIGS. 3 and 4 shown enlarged, in a first embodiment of the invention plates made of plastic, cement or metal, in which in the middle and parallel to the longitudinal edges extending two webs 17 are formed as holding elements.
  • the distance D of the two webs 17 is slightly larger than the thickness d of the plate elements 7a, 7b.
  • Webs 17 could also be provided in a line arranged pins or the like.
  • a support member 13a can be placed in this way on the upper edge of the lower Abschalplatte 7b, which has been previously offset when laying the reinforcement.
  • the support element 13a now forms a stable, flat bearing surface for a strip-shaped sealing film 19th
  • the second support member 13b mirror-symmetrically placed on the sealing film 19 and, if necessary, along the edges with iron binders 21 are connected to the underlying support member 13b.
  • holes 21 are formed in the plate members 7a, 7b.
  • the upper plate element 7b can now be inserted between the webs 17 on the upper carrier element 13b. After that, the upper reinforcing bars 11 can be passed through the weak points 9.
  • both the plate elements 7a and 7b and the support elements 13a and 13b and the intermediate sealing film 19 are completely enclosed in the ceiling and a passage of water, whether from below or from above, can at the junction the two sub-structures 3.5 do not take place.
  • connection between two wall sections 23a and 23b for example in an aqueous enclosure, a water reservoir or a tunnel wall, ie between two vertical substructures, can be sealed ( FIG. 2 ).
  • these can also be V-shaped (see FIG. 5 ).
  • wire meshes can be used (cf. Figures 6-9 ).
  • the wire-like structure carrier elements 13a and 13b are articulated along each one longitudinal edge, for example, by rings 25 made of wire, connected to each other.
  • the rings 25 make it possible, after placing the lower support member 13a on the plate member 7a and the laying of the band-shaped sealing foil 19, the second carrier element 13b in the direction of the arrow P reposition (see FIG. 6 right side). Subsequently, the upper plate member 7b, 15 are inserted between the webs 17. This embodiment further simplifies the laying of the sealing film 19 over the prior art.
  • the lower leg of the retaining clip 29 may be formed arcuate and fixed by two adjacent nails 31 on the formwork 27 (not shown).
  • the carrier elements 13a, 13b are interconnected at a right angle at the point X.
  • a watertight connection to the wall 39 to be created later can be produced.
  • the lying below in the concrete ceiling 1 next support elements 13a and the outside to be placed in the wall 39 support members 13a can be firmly connected.
  • the two support elements 13b coming inside can be placed individually or also connected to the underlying support elements 13a along one edge in an articulated manner.
  • the band-shaped sealing foil 19 is bent before the casting of the concrete ceiling 1 at the point X and along the vertically extending leg of the upwardly running support member 13 a attached to this ( FIG. 7 ).
  • connection of the wall 39 can be made to the coming to about 1 ceiling (no figure).
  • FIG. 10 shows instead of the plate elements 7a, 7b for the shuttering of the first substructure 3 to the second substructure 5 now elastic plates 41 from eg Pavatex, EPS and others, which allow the extension of the two substructures 1 and 2.
  • the band-shaped sealing foil 19 ' which is also necessary in this application, has in its center a cavity, in this case a hexagonal cavity 43, which can absorb tensile and compressive movements between the two substructures 3.5 without damage.
  • the band-shaped sealing foil 19 ' is held in position in this embodiment of support members 13a and 13b during the casting of the ceiling 1 in position.
  • the latter are hinged together at one edge by rings 25 and consist of sheet metal 45 or wire mesh (not shown), which are provided with recesses 47 for optimal embedding in the liquid concrete.
  • the liquid concrete can come in intimate contact with the band-shaped sealing foil 19 and thus prevent the creeping of water along the sealing foil 19 '.
  • the expansion plate 41 can of course be rotated by 90 °, used in walls 39.
  • the support elements 13a and 13b may extend over the entire width or length of the abutting substructures 3,5. However, it is also conceivable to form the carrier elements 13a, 13b as short sections and to set them apart from one another on the edges of the plate elements 7a, 7b. Of course, while the sealing film 19 must be performed over the entire length of the joints.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Gasket Seals (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Building Environments (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Claims (6)

  1. Dispositif d'établissement d'un coffrage partiel et/ou d'un coffrage à joint de dilatation sur une construction en béton (1) avec des éléments de plaque (7a, 7b) destinés à limiter temporairement la première construction partielle (3) pendant la coulée et la prise du béton liquide et avec un élément d'étanchéité constitué d'une feuille d'étanchéité (19, 19') en forme de bande ou en forme de ruban pour assurer l'étanchéité à l'eau dans la zone des constructions partielles (3, 5) coulées bout à bout les unes après le autres, comprenant
    deux éléments porteurs (13a,13b) sur lesquels deux nervures (17) sont constituées en tant qu'éléments de retenue sur respectivement une des deux surfaces ou des tenons disposés en ligne sont prévus qui sont destinés à raccorder les éléments porteurs (13a,13b) à une arête longitudinale des éléments de plaque (7a, 7b) ou à une plaque (15) ou à une plaque d'expansion (41), caractérisé en ce que les éléments porteurs (13a,13b) comprennent des plaques en matière plastique, en matériau de construction en ciment ou en métal sur lesquelles, au milieu et parallèlement à leurs arêtes longitudinales, les deux nervures (17) sont constituées en tant qu'éléments de retenue ou les tenons disposés en ligne sont prévus, et en ce que les éléments porteurs (13a,13b) s'étendent sur toute la largeur de la construction en béton.
  2. Dispositif selon la revendication 1, caractérisé en ce que les deux éléments porteurs (13a, 13b) forment une surface d'appui plane pour la feuille d'étanchéité (19, 19') en forme de bande ou en forme de ruban.
  3. Dispositif selon la revendication 2, caractérisé en ce que les deux éléments porteurs (13a, 13b) sont raccordés fixement à des moyens de raccordement (21, 25) ou sont raccordés l'un à l'autre de façon articulée.
  4. Dispositif selon la revendication 3, caractérisé en ce que des attaches en fer (21) ou des anneaux (25) sont utilisée(s) en tant que moyens de raccordement.
  5. Dispositif selon l'une des revendications 1 à 4, caractérisé en ce que les éléments porteurs (13a, 13b) sont constitués en tant que corps grillagé.
  6. Dispositif selon l'une des revendications 1 à 5, caractérisé en ce que l'élément d'étanchéité (19, 19') présente entre ses deux arêtes longitudinales une cavité (43) pour la compensation des déplacements des deux constructions partielles (3, 5).
EP10405169.3A 2009-10-27 2010-09-13 Dispositif d'établissement d'un coffrage partiel et/ou d'un coffrage à joint de dilatation sur une construction en béton Active EP2320001B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH16492009A CH702094A2 (de) 2009-10-27 2009-10-27 Vorrichtung zum Erstellen einer Teilabschalung eines Betonbauwerks.
CH20042009A CH702113A2 (de) 2009-10-27 2009-12-28 Vorrichtung zum Erstellen einer Teilabschalung und/oder einer Dehnungsfugen-Abschalung an einem Betonbauwerk.

Publications (3)

Publication Number Publication Date
EP2320001A2 EP2320001A2 (fr) 2011-05-11
EP2320001A3 EP2320001A3 (fr) 2013-12-11
EP2320001B1 true EP2320001B1 (fr) 2016-06-29

Family

ID=43513607

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10405169.3A Active EP2320001B1 (fr) 2009-10-27 2010-09-13 Dispositif d'établissement d'un coffrage partiel et/ou d'un coffrage à joint de dilatation sur une construction en béton

Country Status (2)

Country Link
EP (1) EP2320001B1 (fr)
CH (1) CH702113A2 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464226B (zh) * 2016-01-08 2017-09-01 湖北巴河云峰建筑劳务有限公司 一体化构件式伸缩止水带及其在建筑变形缝防水中的应用
CN109339256B (zh) * 2018-09-30 2020-06-30 广东博智林机器人有限公司 装配式建筑密封防水工艺
CN111219006B (zh) * 2019-10-29 2021-12-14 上海玻机智能幕墙股份有限公司 一种装配式建筑预制混凝土板的板缝胶条防水装置
CN110847466A (zh) * 2019-11-14 2020-02-28 中国建筑第二工程局有限公司 一种预制叠合板拼缝与加固施工方法
CN111779147A (zh) * 2020-06-23 2020-10-16 上海建工二建集团有限公司 一种顶板后浇带超前止水结构

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20118098U1 (de) * 2001-11-07 2002-01-31 Fischer, Willibald, 84130 Dingolfing Fugenbandhalter
DE202006016361U1 (de) * 2006-10-25 2006-12-21 Fwr Solutions Gmbh Abschalelement
EP1947256B1 (fr) 2007-01-17 2016-03-23 Pino Albanese Dispositif de coffrage
DE202007005724U1 (de) * 2007-04-20 2007-06-21 Fwr Solutions Gmbh Schalungselement
EP2093339B1 (fr) * 2008-02-22 2018-04-11 Pakon AG Dispositif de fixation d'un joint sur une plaque de coffrage

Also Published As

Publication number Publication date
CH702113A2 (de) 2011-04-29
EP2320001A2 (fr) 2011-05-11
EP2320001A3 (fr) 2013-12-11

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