EP2439351B1 - Coffrage de dalle basse - Google Patents

Coffrage de dalle basse Download PDF

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Publication number
EP2439351B1
EP2439351B1 EP11001278.8A EP11001278A EP2439351B1 EP 2439351 B1 EP2439351 B1 EP 2439351B1 EP 11001278 A EP11001278 A EP 11001278A EP 2439351 B1 EP2439351 B1 EP 2439351B1
Authority
EP
European Patent Office
Prior art keywords
elements
bottom plate
formwork
edge
screwed
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
Application number
EP11001278.8A
Other languages
German (de)
English (en)
Other versions
EP2439351A1 (fr
Inventor
Dirk Holzman
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.)
Holzmann & Co KG GmbH
Original Assignee
Holzmann & Co KG GmbH
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
Application filed by Holzmann & Co KG GmbH filed Critical Holzmann & Co KG GmbH
Priority to PL11001278T priority Critical patent/PL2439351T3/pl
Publication of EP2439351A1 publication Critical patent/EP2439351A1/fr
Application granted granted Critical
Publication of EP2439351B1 publication Critical patent/EP2439351B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/013—Shuttering specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/016—Flat foundations made mainly from prefabricated concrete 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
    • E04B1/38—Connections for building structures in general
    • E04B1/388—Separate connecting elements
    • E04B2001/389—Brackets

Definitions

  • the present invention relates to a bottom plate formwork with bottom and edge panel elements made of a thermally insulating material, which are interconnected.
  • a lateral formwork for the bottom plate is from the font DE 94 22 074 U1 known.
  • the formwork panels are connected to each other via a tongue and groove connection. Further formwork elements are from the writings DE 298 02 915 U1 and DE 20 2009 017 284 U1 known.
  • the bottom-side panel elements are to be placed on the edge panel elements, provided with a precisely tailored cutout to cut into the cutout To adjust the edge panel elements, so that in addition to the adhesive connection still results in a positive force component to withstand the weight of the cast concrete.
  • a corresponding bottom plate formwork with tongue and groove joints between the floor and side shuttering panels is in the Scriptures EP 2 080 837 A2 disclosed.
  • the object is achieved for a generic floor slab formwork by the bottom-side panel elements with the edge panel elements and one corner forming marginal panel elements are screwed together via corner connector elements, the screw connections are sufficiently resilient to hold the filled for the production of the bottom plate sideways, so that the corner connector elements as the only component to absorb the pressure of the cast concrete and the edge panel elements in their formwork target position hold.
  • a kit is created in which it is sufficient for the production of a bottom plate formwork initially interpreted along the edge of the bottom plate to be produced, the bottom-side panel elements. Then, the edge-side panel elements can be placed on the bottom-side panel elements to then screw together the bottom side with the edge panel elements and forming a corner edge panel elements on the corner connector elements together.
  • the fittings can be made quickly and easily.
  • the screw connections are also sufficiently strong to hold the filled to produce the bottom plate concrete sideways.
  • the number of corner connector elements to be mounted per running meter can be varied as needed.
  • the floor slab formwork By producing the floor slab formwork on the construction site, the detailed preparation work away from the construction site can be omitted.
  • the logistics and assembly on the construction site is considerably simplified.
  • the floor slab formwork can be created much faster and cheaper. Any necessary adjustments to the dimensions of the processed panel elements can be made directly on site.
  • the panel elements are made of an extruded polystyrene and the screw is made via screwed into the polystyrene and provided with an external thread insulation dowels.
  • Such insulation dowels can transmit very high holding forces in the polystyrene material over appropriately sized external thread. Even with larger forces acting in this type of screwing is not to be feared that the dowels are overloaded and torn.
  • a corner connector element has at least two interconnected via a connecting plate support plates, which are each mounted on an associated panel member and which are at a right angle to each other, each support plate at least two holes for each carrying a screw and the holes having surrounded support surface.
  • a connecting plate support plates which are each mounted on an associated panel member and which are at a right angle to each other, each support plate at least two holes for each carrying a screw and the holes having surrounded support surface.
  • connection of the two support plates via a connecting plate creates a single corner connector element, which receives the pressure of the cast concrete as a single component and holds the edge panel elements in their formwork target position.
  • the support plates are at a right angle to the connecting plate.
  • the right-angled design inevitably results in right-angled installation positions of the panel elements relative to one another, wherein the forces acting on the panel elements through the poured-in concrete are optimally transmitted via the connection panel.
  • the corner connector element is made of a plastic or a corrosion-protected metal. Since the corner connector elements are processed in the edge region of the bottom slab formwork, they are at risk of coming into contact with moisture penetrating from the side or from the ground. With unprotected metallic materials, this creates a risk of corrosion. The use of plastics or protected metallic materials such as galvanized iron or stainless steel safely eliminates the risk of corrosion. In addition, especially made of plastic corner connector elements are inexpensive to produce and easily portable due to their specific low weight in larger quantities.
  • the insulation dowels are pre-assembled ready for construction screwed into the panel elements.
  • the holes for the insulation dowels can be pre-drilled factory-efficiently and positioned so accurately that a millimeter precision plant the panel elements together, when the screws are screwed with the corner connector in the insulation dowels.
  • the production of floor slab formwork is simplified because there are no holes drilled holes and insulation dowels must be screwed into the material of the panel elements. It is advantageous to provide the insulation dowels only along a long side of the panel elements along, since the panel elements must be connected only at one long side as a bottom-side panel elements with the edge panel elements.
  • Fig. 1 exemplified how a corner of a bottom plate formwork can be configured according to the invention.
  • a bottom-side panel element 4 On the floor, a bottom-side panel element 4 is designed. On two sides we limited the bottom-side panel element 4 of edge panel elements 6. The edge-side panel elements 6 project beyond the surface of the bottom-side panel element 4 by the height dimension of the concrete floor slab to be cast. In the abutting region, the bottom-side panel element 4 is connected via Eckverbinderemia 8 with the edge-side panel elements 6. The screwing of the corner connector elements 8 with the bottom side and in both edge panel elements is indicated by dots.
  • any number of further bottom-side panel elements 4 can be applied to the one shown bottom-side panel element 4, so as to interpret the underside of the base plate to be produced and to insulate against heat losses.
  • the edge formwork for the base plate to be produced by further to the bottom-side panel elements 4 employees edge panel elements 6 produce.
  • the corner connector elements By the corner connector elements, the edge panel members 6 are held in a vertical position when liquid concrete is poured into the bottom plate formwork 2. The compressive forces exerted by the freshly poured concrete in the lateral direction on the edge-side panel elements 6 are transmitted via the corner connector elements 8 in the bottom-side panel elements 4.
  • corner connector elements 8 are shown for the connection of the bottom panel element 4 with the two edge panel members 6, depending on the thickness of the base plate to be produced and the technical design of the corner connector elements 8 more or less corner connector elements 8 per running meter to be created formwork can be provided ,
  • FIG. 2 is an enlarged view of the in Fig. 1 shown with the circle II connection area between the bottom-side panel element 4 and a marginal panel member 6 shown.
  • a single insulation dowel 10 is indicated, which is already screwed into the bottom-side panel member 4.
  • the further insulation dowels 10 are not shown, but in erfindungsffleß designed panel elements 4, 6 available.
  • a support plate 12 is placed in each case, each of which is part of the corner connector element 8.
  • the support plates 12 each have two holes 14, screwed by a screw 16 in the located in the respective panel elements 4, 6 insulation dowels can be.
  • the two support plates 12 are interconnected by a connecting plate 18, via which the holding forces between the two support plates 12 is transmitted. From the Fig. 2 It can be seen that both the support plates 12 are arranged in relation to the connecting plate 18 and the support plates 12 to each other at a right angle.
  • the invention is not limited to the embodiment. It is not difficult for the person skilled in the art, with the aid of the expertise available to him, to adapt the invention to a specific application which he considers suitable.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Claims (6)

  1. Coffrage de dalle de fond (2) comprenant des éléments de planche (4, 6), côté fond et côté bord faite, en matériau thermiquement isolant, qui sont reliés les uns aux autres, caractérisé en ce que les éléments de planche (4) côté fond sont vissés aux éléments de planche (6) côté bord et les éléments de planche (6) côté bord, formant un coin, sont vissés entre eux- au moyen d'éléments connecteurs d'angle (8), les liaison par vis pouvant supporter une charge suffisante pour maintenir latéralement le béton injecter pour fabriquer la dalle de fond de sorte que les éléments connecteurs d'angle (8) absorbent comme seul composant la pression du béton coulé et maintiennent les éléments de planche (4) côté bord dans leur position de coffrage de consigne.
  2. Coffrage de dalle de fond (2) selon la revendication 1, caractérisé en ce que les éléments de planche (4, 6) sont fabriqué à partir d'un polystyrène extrudé et le visage est réalisé par des boulons en matériau isolant (10) pourvus d'un filetage extérieur et vissés dans le polystyrène.
  3. Coffrage de dalle de fond (2) selon la revendication 1 ou 2, caractérisé en ce qu'un élément connecteur d'angle (8) comporte au moins deux dalles de support (12) qui sont reliées entre elles par une dalle de liaison (18), qui peuvent être placées chacune sur un élément de plancher (4, 6) associé et qui sont à angle droit l'une par rapport à l'autre, chaque dalle de support (12) comportant au moins deux perçages (14) destinés chacun au passage d'une vis (16) et une surface de support entourant les perçages (14).
  4. Coffrage de dalle de fond (2) selon la revendication 3, caractérisé en ce que les dalles de support (12) sont à angle droit par rapport à la dalle de liaison.
  5. Coffrage de dalle de fond (2) selon l'une des revendications précédentes, caractérisé en ce que l'élément connecteur d'angle (8) est réalisé en matière plastique ou un métal protégé contre la corrosion.
  6. Coffrage de dalle de fond (2) selon l'une des revendications précédentes 2 à 5, caractérisé en ce que les boulons (10) en matériau isolant sont vissés dans les éléments de plancher (4, 6) en étant pré-montés prêts à l'emploi sur le chantier de construction.
EP11001278.8A 2010-10-08 2011-02-16 Coffrage de dalle basse Active EP2439351B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL11001278T PL2439351T3 (pl) 2010-10-08 2011-02-16 Deskowanie płyty fundamentowej

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202010014019U DE202010014019U1 (de) 2010-10-08 2010-10-08 Bodenplattenschalung

Publications (2)

Publication Number Publication Date
EP2439351A1 EP2439351A1 (fr) 2012-04-11
EP2439351B1 true EP2439351B1 (fr) 2017-03-01

Family

ID=43430518

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11001278.8A Active EP2439351B1 (fr) 2010-10-08 2011-02-16 Coffrage de dalle basse

Country Status (4)

Country Link
EP (1) EP2439351B1 (fr)
DE (1) DE202010014019U1 (fr)
HU (1) HUE032095T2 (fr)
PL (1) PL2439351T3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102021116543A1 (de) 2021-06-25 2022-12-29 Holzmann Gmbh & Co. Kg Schalungselement

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013041778A1 (fr) * 2011-09-20 2013-03-28 De Cherance Frederic Coffrage perdu pour la realisation d'un radier nervure et procede de realisation d'un radier nervure
WO2020165877A1 (fr) 2019-02-15 2020-08-20 Quickset Limited Coffrage amélioré pour construction de fondation

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2080837A2 (fr) * 2008-01-16 2009-07-22 Jackon Insulation GmbH Coque perdue en mousse synthétique pour plaques de fondement sur des structures

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9422074U1 (de) * 1994-04-27 1997-11-13 Gefinex Jackon Gmbh Schalungselement
DE29802915U1 (de) * 1998-02-19 1998-04-02 Tiletschke Lothar Decken- oder Sohlenrandschalung aus einem winkelförmigen Blech
DE202009017284U1 (de) * 2009-12-21 2010-03-25 Halm, Peter Profilschiene für eine Fassadendämmung

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2080837A2 (fr) * 2008-01-16 2009-07-22 Jackon Insulation GmbH Coque perdue en mousse synthétique pour plaques de fondement sur des structures

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102021116543A1 (de) 2021-06-25 2022-12-29 Holzmann Gmbh & Co. Kg Schalungselement

Also Published As

Publication number Publication date
EP2439351A1 (fr) 2012-04-11
DE202010014019U1 (de) 2011-01-05
PL2439351T3 (pl) 2017-08-31
HUE032095T2 (en) 2017-08-28

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