EP2927383A1 - Coffrage pour des murs à construire - Google Patents

Coffrage pour des murs à construire Download PDF

Info

Publication number
EP2927383A1
EP2927383A1 EP14163332.1A EP14163332A EP2927383A1 EP 2927383 A1 EP2927383 A1 EP 2927383A1 EP 14163332 A EP14163332 A EP 14163332A EP 2927383 A1 EP2927383 A1 EP 2927383A1
Authority
EP
European Patent Office
Prior art keywords
plates
formwork
sides
bridge
end portions
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Withdrawn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
EP14163332.1A
Other languages
German (de)
English (en)
Inventor
Serguel G. Dorofeev
Alexander G. Dorofeev
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
Application filed by Individual filed Critical Individual
Priority to EP14163332.1A priority Critical patent/EP2927383A1/fr
Publication of EP2927383A1 publication Critical patent/EP2927383A1/fr
Withdrawn legal-status Critical Current

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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
    • E04G17/0755—Tying means, the tensional elements of which are fastened or tensioned by other means the element consisting of several parts
    • E04G17/0758—Tying means, the tensional elements of which are fastened or tensioned by other means the element consisting of several parts remaining completely or partially embedded in the cast material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8682—Mixed technique using permanent and reusable forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8688—Scaffoldings or removable supports therefor
    • 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
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
    • E04F13/0846—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements engaging holes or grooves in the side faces of the covering elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0875—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements having a basic insulating layer and at least one covering layer

Definitions

  • the invention relates to a formwork for walls to be created according to the preamble of claim 1.
  • the formwork can be used for vertical and horizontal walls, whereby a formwork side or both formwork sides can be provided with removable other types of removable panels to make walls in the ground can.
  • one or both sides of the formwork can be surrounded by the soil, which can be filled after creating the wall.
  • Such a formwork is known, which is composed of assemblies with two spaced-apart plates, the plates form a gap for the wall, which is bounded by the inner surfaces of the plates.
  • the plates are connected to each other via at least two detachable bridges, wherein the bridges consist of fixed in the plates and accessible in the gap bridge end portions and wherein bridge spacers connect two associated bridge end portions of the plates of the two shuttering sides together.
  • the plates are made of porous material, which are therefore made very thick and heavy for reasons of strength. Since the panels are integrated as permanent formwork in the manufactured wall, this automatically leads to a correspondingly thick wall to obtain the required load capacity for the created wall.
  • the weight of the formwork, and in particular the thickness of the wall to be created is positively influenced by the production of the plates of low-viscosity, high-strength hardening materials.
  • the lost formwork with thermal barrier coatings can be used when creating walls for heated rooms. Without thermal barrier coatings, the formwork can be used for fences and the like and for the construction of walls for unheated rooms.
  • the formwork with removable panels on a formwork side can be used for a wall, which is subsequently processed after acceptance of the formwork side, z. B. in a wall surrounded by soil or the subsequent application of an outer decorative layer.
  • the assemblies can be assembled in this way both to a vertical and to a horizontal formwork.
  • this connection is improved in the region of the individual bridge spacers in that the four aligned bridge end portions in the plates or removable plates of adjacent layers at a distance a from the bottom and the top of the adjacent layers and arranged are formed as horizontal lobes with a bore that in the holes vertical bolts of the individual bridge spacers are inserted, that the bridge spacers have a height h, which corresponds to twice the distance a, that the bolts of the bridge spacer at the bottom and protrude the top of the bridge intermediate piece, wherein in releasable connections, the bolts are inserted from above into the bridge spacers and prevented by attacks on falling through.
  • the cohesion of the modules in the formwork is further improved according to a development in that the plates, the thermal insulation panels and the removable plates on their horizontal undersides or tops and the vertical left sides or right sides a protruding connecting web and the horizontal tops or Lower sides and the vertical right sides or left sides have a connecting web receiving the connecting groove. there the abutting sides can still be provided with an elastomeric layer to ensure an airtight transition at these locations.
  • the horizontal undersides of the lowest layer of panels and thermal insulation layers of the modules of the formwork can be provided with gaps in the elastomer layer.
  • the thermal insulation panels may be provided on the gap-facing inner sides in the region of the fixed in the plates bridge end portions with vertical recess grooves in which the bridge end portions are arranged protected and freely accessible to the bridge spacers.
  • the bridge end portions are arc-shaped in the region of the thermal barrier coating and variable in length to compensate for the change in thickness of the thermal insulation panel depending on the coefficient of longitudinal expansion of the thermal insulation material.
  • the heat-insulating layer has raster-like projections and recesses on the side facing the plate, which provide a grid in the plate as stiffening ribs to reduce the amount of low-viscosity material for producing the plate and to increase the strength of the plate.
  • fastening elements for the attachment of the formwork to be determined on the formwork for.
  • the fastening element may be formed as fixed in the plate threaded bush, which is connected to the bridge end portion.
  • a fixing screw for the device to be fixed to the formwork can be screwed into the threaded bushing.
  • the layers of the formwork may have different heights H and determine the number x of layers, the floor height of a vertical wall that the vertical outer formwork side is continued with a layer of the thickness of the ceiling determining overvoltage plates and that over angle horizontal ceiling shuttering panels to the vertical inner formwork side are connected.
  • the bridge end portions on the inner sides of the exchangeable plates are formed with the sleeves receiving receiving body as the ends of the bridge spacers.
  • the bridge spacers are held with bolts in the bridge end portions, the bolts being removable from the sleeves of the bridge spacers.
  • the bridge end pieces are fastened with fastening screws to the two superimposed layers of the removable plates.
  • the formwork is composed of assemblies composed of two plates 10 and four bridges 20.
  • the height of the formwork per floor or floor is determined by the number x of the layers L 1 to L x , whereby assemblies of different heights can be used.
  • the assemblies of the formwork are provided in the region of the bottom 11 and the top 12 of the plates 10 with inserted bridge end portions 21 which are arranged in the longitudinal direction of the juxtaposed plates 10 in a uniform pitch T.
  • the assemblies can be arranged vertically one above the other without horizontal offset or in the horizontal direction in successive layers each offset by one or more divisions T against each other. This is possible because the bridge end portions 21 which are adjacent to the vertical sides of the plates 10 are spaced apart from T / 2 to their vertical sides.
  • the horizontal tops 12 of the plates 10 and the right sides 14 of the plates 10 support upstanding connecting webs 15, and the horizontal bottoms 11 and left vertical sides 13 of the plates 10 are provided with connecting webs 15 of connecting plates 10 receiving connecting grooves 16. This interlocking of the modules with each other improves the maintenance of the modules in the formwork.
  • FIG. 2 to 4 show different types of formwork can be assembled in this way.
  • the module after Fig. 2 consists of a formwork side with a plate 10 and on the space for the wall to be created facing inside applied thermal barrier coating 50 and only one plate 10 on the other formwork side. It can be clearly seen that the bridge end portions 21 are fixed in the plates 10 and protrude into the gap.
  • the thermal barrier coating 50 is traversed by the bridge end portion 21. This passage through the Thermal barrier coating 50 may also be designed arcuately and longitudinally variable to compensate for different ratios of thermal insulation materials.
  • the associated bridge end portions 21 are connected to each other via a bridge spacer 22. In this way, a bridge 20, the different layers L 1 and L 2 via the four associated bridge end portions 21 and a single bridge spacer 22 together.
  • the bridge 20 carries at the bridge end portions 21 facing ends vertical pin 23, which are insertable into holes of expiring as horizontal lobes bridge end portions 21.
  • the panels 10 and the thermal barrier coatings 50 are provided on the interconnected sides of other assemblies with an elastomeric layer that provides an airtight seal.
  • the underside of the lowest layer L 1 of the formwork stands on the foundation wall and has in this side gaps in plate, thermal barrier coating 50 and elastomer layer, so that the foundation wall can be dehumidified.
  • the Fig. 3 shows a formwork, which is composed on both sides of assemblies with a plate 10 and a thermal barrier coating 50
  • the Fig. 4 shows a formwork, in which both formwork pages consist of only one plate 10.
  • the bridge end portions 21 are arranged at a distance a to the bottom 11 and the top 12 of the plate 10, which corresponds to half the height h of the bridge intermediate part 22.
  • the vertical bolts 23 of the bridge intermediate part 22 protrude at the bottom and top of the bridge intermediate part 22 with the height h.
  • the height h 1 of the bridge spacer 22 may be greater than the connecting height h of the bridge end portions 21 on the bridge intermediate portion 22. The distance a of the bridge end portions 21 from the bottoms and tops of the plates 10 of the adjacent assemblies remains however.
  • a threaded bushing 25 is introduced, which is preferably integrally connected to the bridge end portion 21.
  • a fastening screw 26 is screwed, with a vertically adjustable running frame 27 on the outside of the outer and / or inner formwork can be attached.
  • the plates 10 are made of low-viscosity, high-strength curing materials. This leads to a considerable reduction in the weight of the assemblies. In addition, such a plate 10 even at a small thickness sufficient strength.
  • the Fig. 6 shows a perspective view of a partial structure of a formwork from a formwork side with a plate 10 and a thermal barrier coating 50 and the other formwork side with a plate 10.
  • the back of a formwork side is clearly visible, which is directed to the space facing the side of the thermal insulation panel 50 is.
  • a vertical pipe 30 can be set, which can accommodate electrical lines or as a vent line for ventilation or dehumidifying and the like. Can be used.
  • the pipes 30 may be defined by branches 31 in the plates 10.
  • the pipes 30 and the branches 31 may additionally be provided with openings 33.
  • FIG. 9 an assembly of two plates 10 is shown, preferably in the left formwork side mounting elements, such as boxes 40 for electrical equipment, such. As sockets, switches, are used.
  • the section through a formwork side of plate 10 and thermal barrier coating 50 after Fig. 10 shows that the mutually facing sides of plate 10 and thermal barrier coating 50 are provided with grid-like projections 17 and 53 and recesses 18 and 52, respectively, so that forms a grid in the plate 10 in the contact region of the plate 10 and the thermal barrier coating 50, which stiffened the plate 10 and increases its strength.
  • the amount of low-viscosity, high-strength hardening substances in the manufacture of the plate 10 can be reduced.
  • the plate 10 may be introduced a rigid insert, which supports the weight of the component and is expandable at different coefficients of expansion of the thermal insulation material.
  • the rigid insert consists of an introduced in the plate 10 nut 35, into which a threaded bolt 36 is screwed, which is guided by the thermal barrier coating 50. On this threaded bolt 36, a sleeve 37 is pushed during assembly of the formwork.
  • the Fig. 11 shows the assembly with the plate 10 and the rigid insert in a perspective view of the back of the thermal barrier coating 50th
  • Fig. 12 the top layer L x of a vertical formwork is shown, which ends in the area of the horizontal underside for a ceiling to be mounted.
  • the uppermost layer L x of the outer formwork side is followed by a layer of overvoltage plates 70, which has a height which corresponds to the thickness of the ceiling.
  • Horizontal ceiling shuttering panels are connected via brackets with fixing holes to the top layer L x of the inner formwork side.
  • For the ceiling formwork panel carries mounting holes, which are aligned with the mounting holes in the horizontal leg of the angle.
  • the new formwork follows use of the invention for the most diverse types of formwork and requires only simple and quick and easy to assemble assemblies.
  • the Fig. 13 shows in section a wall 75 with a thermal barrier coating 50 on the outside, which is attached via rigid inserts 35 to the wall 75.
  • the insert 35 is introduced with a connecting piece 38 in a decorative layer 39.
  • the decorative layer 39 has on the heat insulating layer 50 facing inner surface grid-like distributed projections 17 and recesses 18, in which the thermal barrier coating 50 with grid-like distributed projections 53 and recesses 52 engages.
  • the decorative layer 35 is reinforced like a lattice and reduced in the material.
  • a plate 10 can also be used, which is made of low-viscosity, high-strength hardening substances.
  • a circuit in which one formwork side consists of removable removable plates 60.
  • the removable plates 60 carry on the inside as bridge end portions 21 'box-shaped receiving body, which receive the sleeves 26 formed as ends of the bridge spacers 22. Insertable from above bolts 23 hold the ends of the bridge spacers 22 in the receiving body.
  • the receiving body are fastened with fastening screws 29 to the removable plates 60, wherein the receiving body with four fastening screws 25 are attached to the superposed angeordenten adjacent layers of removable plates 60.
  • the bolts 23 have stops that prevent falling through in the sleeves 26 of the bridge spacers 22.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP14163332.1A 2014-04-03 2014-04-03 Coffrage pour des murs à construire Withdrawn EP2927383A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP14163332.1A EP2927383A1 (fr) 2014-04-03 2014-04-03 Coffrage pour des murs à construire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP14163332.1A EP2927383A1 (fr) 2014-04-03 2014-04-03 Coffrage pour des murs à construire

Publications (1)

Publication Number Publication Date
EP2927383A1 true EP2927383A1 (fr) 2015-10-07

Family

ID=50473064

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14163332.1A Withdrawn EP2927383A1 (fr) 2014-04-03 2014-04-03 Coffrage pour des murs à construire

Country Status (1)

Country Link
EP (1) EP2927383A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11155995B2 (en) * 2018-11-19 2021-10-26 Airlite Plastics Co. Concrete form with removable sidewall
US20220220733A1 (en) * 2019-06-25 2022-07-14 Abd Elaziz GHET A modular structural system and construction method thereof
US11591813B2 (en) 2016-11-14 2023-02-28 Airlite Plastics Co. Concrete form with removable sidewall

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996006242A1 (fr) * 1994-08-19 1996-02-29 Majnaric Technologies, Inc. Procede et appareil d'erection de structures de construction
EP1544368A1 (fr) * 2002-07-01 2005-06-22 Robert Constant Vanhoutte Element de coffrage
FR2880370A1 (fr) * 2005-01-04 2006-07-07 Michel Lesage Procede de montage d'un mur isolant antisismique et anticyclonique, et mur obtenu
FR2885625A1 (fr) * 2005-05-13 2006-11-17 Spurgin Soc Par Actions Simpli Dispositif pour le raccordement d'une premiere et d'une seconde paroi d'un mur, notamment un mur structurel a coffrage integre, et mur comportant au moins un tel dispositif
RU2293162C1 (ru) 2005-05-12 2007-02-10 Сергей Григорьевич Дорофеев Блок для несъемной опалубки
FR2908801A1 (fr) * 2006-11-20 2008-05-23 Marques Firmiliano Manuel Vida Bloc de construction

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996006242A1 (fr) * 1994-08-19 1996-02-29 Majnaric Technologies, Inc. Procede et appareil d'erection de structures de construction
EP1544368A1 (fr) * 2002-07-01 2005-06-22 Robert Constant Vanhoutte Element de coffrage
FR2880370A1 (fr) * 2005-01-04 2006-07-07 Michel Lesage Procede de montage d'un mur isolant antisismique et anticyclonique, et mur obtenu
RU2293162C1 (ru) 2005-05-12 2007-02-10 Сергей Григорьевич Дорофеев Блок для несъемной опалубки
FR2885625A1 (fr) * 2005-05-13 2006-11-17 Spurgin Soc Par Actions Simpli Dispositif pour le raccordement d'une premiere et d'une seconde paroi d'un mur, notamment un mur structurel a coffrage integre, et mur comportant au moins un tel dispositif
FR2908801A1 (fr) * 2006-11-20 2008-05-23 Marques Firmiliano Manuel Vida Bloc de construction

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11591813B2 (en) 2016-11-14 2023-02-28 Airlite Plastics Co. Concrete form with removable sidewall
US11155995B2 (en) * 2018-11-19 2021-10-26 Airlite Plastics Co. Concrete form with removable sidewall
US20220220733A1 (en) * 2019-06-25 2022-07-14 Abd Elaziz GHET A modular structural system and construction method thereof

Similar Documents

Publication Publication Date Title
DE102015121810B4 (de) Schalung für eine Aufkantung
AT511220B1 (de) Deckenelement zur ausbildung von gebäudedecken
DE60314459T2 (de) Bauelement für die mantelbetonbauweise
DE2128509A1 (de) Bodentafel und insbesondere unter Verwendung solcher Bodentafeln hergestellter erhöhter Fußboden
DE602004009896T2 (de) Bodenstruktur
EP2927383A1 (fr) Coffrage pour des murs à construire
DE102006044790A1 (de) Brücke mit zwei fachwerkartig ausgebildeten Scheiben und Bausatz zu deren Herstellung
DE202006015693U1 (de) Holz-Beton-Verbundelement
WO2009109296A1 (fr) Système de faux plancher pour centres de calcul et salles de serveurs, en particulier sous la forme de faux plancher sous pression avec ventilation
AT414000B (de) Auflageleiste, heiz- bzw. kühlregister sowie flächiger bauteil aus aushärtbarem werkstoff
DE102014104722A1 (de) Schalung für zu erstellende Mauern
WO2017046365A1 (fr) Élément de construction plat, plaque de renforcement, module de bâtiment, module de cage d'escalier et bâtiment à plusieurs étages
DE9409626U1 (de) Balkonkonstruktion
DE102006014809A1 (de) Bauwerk aus Fertigteilen
DE202005006228U1 (de) Dachkonstruktion für Gebäude, insbesondere für Industriegebäude mit großen Spannweiten
DE10209976B4 (de) Profil für Doppelböden
DE102017120254A1 (de) Winkelelement und Laibungsverkleidung mit einem Winkelelement
DE102017108876A1 (de) Schalungselement zur Errichtung von Schallschutzwänden
DE2910369A1 (de) Schalbrett
DE102004024483B4 (de) Plattform zur Verwendung in einer industriellen Anlage, sowie Verfahren zu deren Herstellung
DE9315375U1 (de) Eine aus Gipsplatten bestehende Montagewand
DE8228747U1 (de) Rost zur begehbaren abdeckung von rinnen, becken, gruben oder als fussabtreter
DE202024000686U1 (de) Modulelement zur Errichtung von Raumzellen
AT525256A4 (de) Baukastensystem für die Herstellung von modularen Strukturen
EP2348166A2 (fr) Table de construction en bois

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20160408