EP2350404B1 - Construction de paroi constituée de plaques - Google Patents

Construction de paroi constituée de plaques Download PDF

Info

Publication number
EP2350404B1
EP2350404B1 EP08874021.2A EP08874021A EP2350404B1 EP 2350404 B1 EP2350404 B1 EP 2350404B1 EP 08874021 A EP08874021 A EP 08874021A EP 2350404 B1 EP2350404 B1 EP 2350404B1
Authority
EP
European Patent Office
Prior art keywords
stone
wall element
shear
supporting wall
resistant
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
EP08874021.2A
Other languages
German (de)
English (en)
Other versions
EP2350404A1 (fr
Inventor
Mera Kuse
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.)
Technocarbon Technologies GbR
Original Assignee
Technocarbon Technologies GbR
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 Technocarbon Technologies GbR filed Critical Technocarbon Technologies GbR
Publication of EP2350404A1 publication Critical patent/EP2350404A1/fr
Application granted granted Critical
Publication of EP2350404B1 publication Critical patent/EP2350404B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04F13/14—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 stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/296—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood

Definitions

  • the present invention relates to a novel wall construction.
  • This wall construction is used in the construction of, for example, buildings or houses.
  • Previous wall constructions have a massive construction with concrete or brick, which are equipped with insulating material from the outside .
  • the new wall is formed of a symmetrical sandwich of pressure-stable plates, which are held at a certain distance. Between the plates is the insulating layer, which stiffens the construction over the cross section.
  • the two plates absorb the compressive forces and are made of particularly pressure-resistant material such as natural stone, artificial stone of all kinds, concrete and other earthenware, as well as ceramics to glass-containing substances or glass - in the following stoneware - the pressure stable, but usually also by a brittle and fragile structure are characterized .
  • Naturally are especially natural stones such as granite, granite-like rocks such as gneiss, marble, limestone, high pressure-resistant modern ceramics, glass ceramic or glass to say, and all other stone materials or ceramic, natural or artificialdited earthenware.
  • the present invention relates to a load-bearing wall element and thus proposes a way to become such thinly laid stone or earthenware or ceramic or artificial stone slabs that are sustainably stabilized in a cost effective manner, and on the way proposed here for self-supporting wall element.
  • the stone, the ceramic or the glass and other pressure-resistant materials - generally drawn here as the stoneware - which previously meant purely as facade cladding additional weight for the construction of buildings, is now itself the load-bearing element of the house wall.
  • the invention proposes with a symmetrical wall structure, wherein the feature of the flatness of the flagstone in wide temperature and pressure ranges to an essential core of the invention, in combination with a second characteristic feature of the use of the facade element itself as a supporting part.
  • the way ensures that the earthenware is stabilized under a variety of thermally induced mechanical loads, as well as purely mechanical loads that they suitable for the respective use and loading cases, stabilization against mechanical destruction by tearing the wall plate on the one hand, and in particular be additionally protected against thermal bending.
  • the dimensional stability at temperature difference on the wall inside and outside of the wall and also related temperature changes on the wetted side is also of significant importance.
  • the core of the solution which is the most suitable stabilizing jacket for such self-supporting walls in sandwich construction, is to keep the overall expansion coefficient of the inner and outer plates as small as possible and, in particular, as equal as possible, ideally ideally close to zero.
  • the invention is based on the stabilization of a symmetrical structure of two earthenware plates by a partially or completely applied to the earthenware fiber-containing carrier material, which allows the need for the stabilization of thin earthenware materials earthenware material as thin as possible or to save material and by an additional light and insulating carrier layer in the middle over the cross section fascisteifen so that the overall construction can bend as little as possible in order to withstand and compensate for the acting buckling loads, including those caused by temperature differences or temperature changes.
  • Wall elements or precast concrete elements, masonry stone, glass or ceramic construction which must absorb static-dynamic loads, find use. Trusses made of steel structures and wood are already being used. So far, wall constructions are known which are made massive over the cross section to accommodate the pressure loads. Under certain circumstances, such walls are then additionally provided on one side with a heat-insulating layer; as a rule, the overall structure is then asymmetrical in cross-section. Such walls can be additionally upgraded visually by panels, which is often performed with natural stone slabs or other stoneware slabs.
  • the invention filed for registration relates to the construction sector, in particular the building construction, more precisely the house construction with service buildings, dwelling houses, pavilions, halls and any kind of buildings in general.
  • Core of the invention relates to a novel technique for creating a house wall as a building element, with the functions of static load transfer and the facade with all the functions of a building envelope and the corresponding physical requirements according to the current standards.
  • the wall elements are prefabricated and finished in construction.
  • the ceiling constructions are placed on the wall elements.
  • the wall elements combine all structural and structural requirements in a sandwich construction.
  • the outer thin slices of stoneware or other pressure-resistant materials mainly take over the normal forces (disk forces). They can be used directly as finished surfaces for visibility indoors and outdoors .
  • the core of the sandwich for example, a shear-resistant insulating foam, which is shear-resistant connected to the outer discs. With the core, the thrust forces are absorbed by bending stresses, it results in a sufficient bending stiffness across the element. The element is thus secured against buckling and it can be horizontally across the element occurring loads such as wind loads recorded.
  • the load introduction and load extraction design of the floor slabs on this sandwich element brings the vertical loads symmetrically on the discs without creating a physically unbearable thermal bridge.
  • the watertightness, vapor-tightness is ensured by interaction of the sandwich materials with special connection details.
  • the elements are of the static principle as Pendulum supports installed in the ceilings at the top and bottom.
  • the thermal insulation values can reach Minergiestandard.
  • the thin discs consist of a pressure- and shear-resistant, waterproof material such as concrete, natural stone, glass, ceramics. They are secured by reinforcements against tensile stresses from thermal asymmetric deformations and against tensile stresses in the area of stress distribution in the load introduction zones, which could lead to unannounced total collapse fractures. Similarly, imperfections can be bridged in the material and in the design and it is produced a good-natured, ductile material as possible behavior.
  • the sandwich core consists of a shear-resistant, highly heat-insulating construction, usually made of a sufficiently solid foam.
  • the load introduction consists of a thermally weakly conductive pressure- and shear-resistant element made of GRP or wood or a truss.
  • connections between the panes and the load introduction, the panes and the sandwich core are produced by means of permanent butt-resistant bonds. Commercially available bonds are used.
  • the element can be built in compliance with all requirements for a house wall with 15 - 20% of the usual weight and thus material consumption.
  • the element still saves 20 - 50% space over comparable constructions.
  • the element and the individual components are easy to separate and reuse for comparable use.
  • the element has a finished surface Finnish on sight.
  • technical installations can be flexibly accommodated.
  • the elements allow a very fast construction progress.
  • insulating layers it is possible to use all possible cross-section stiffening solutions, for example also straight, corrugated or honeycomb paper materials, a wide variety of pressure-stable foams, wood frames with cavities in combination with rock wool, sheep wool or straw.
  • the expanded glass to mention which is characterized by low specific weight by an additionally usable high pressure stability and thereby brings very good heat insulating properties with a very low expansion coefficient.
  • fiber materials with resin matrix such as glass fiber or aramid fiber laminates, carbon fibers or stone fibers, as well as natural fiber materials, which stabilize the stone over a large area and prevent it from expanding.
  • the natural stone itself has a very low expansion modulus, which can be brought to zero with the fiber stabilization, since natural stone is compressible due to its porous structure.
  • a corresponding bias voltage can be brought into the composite of fiber matrix and stone, a temperature-induced expansion of the flagstone is minimized.
  • this plate in the symmetrical overall composite - fiber-stabilized flagstone - insulation cross section - more fiber-stabilized flagstone - not only from the perspective of optics indoors and outdoors attractive, but it is a completely new Wall construction represents that with the same load capacity about twice lighter or can be kept thinner than conventional house walls and building structures.
  • the task of reliably counteracting the tendency of thin natural stone, glass and / or ceramic plates to break or tear by much lighter designs, is solved by improved stabilizing properties of the carrier.
  • a support material is used, which has a similar low expansion coefficient, as the stone plate to be stabilized and which has a very low specific gravity.
  • the low weight combined with a low coefficient of expansion also becomes the core of the invention of the invention of this new wall construction, such as the symmetrical overall construction.
  • the carrier material referred to below carrier, consists - as for example in the patent application EP 106 20 92 described - from a fiber-reinforced matrix, which is a synthetic resin or possibly even a ceramic material.
  • Carbon fibers are used, for example, which withstand high tensile loads and contract under the influence of heat, ie have a negative coefficient of thermal expansion and sustainably stabilize a more or less thin stone slab.
  • the plate is particularly protected against cracks due to overstretching and heat, and counteracted the breakage by mechanical stress perpendicular to the earthenware.
  • the invention describes a suitable solution using trusses made of GRP parts or solid material, for example made of carbon-reinforced wood, which on the one hand high compressive strength and on the other hand must have insulating properties as possible in order to initiate the force on the one hand effectively in the fiber-reinforced stone slabs and still avoid thermal bridges in order to allow any Konsenswasser- and thus mold.
  • the overall construction of the novel wall construction described here takes into account the fact that the necessary vapor barrier is incorporated by the fiber matrix.
  • the stone slabs themselves can absorb and release a certain amount of water and thus have a regulating effect on the moisture balance in the interior.
  • the stone slabs On the outside , the stone slabs have the same effect and can thus become a cooling surface in the summer, when the moisture in the stone evaporates. If suitable granite is used, then such house walls are absolutely frost-proof and corrosion-free and virtually do not age, especially if they polished on the outside .
  • One of the many possible embodiments of the invention describes a plate of stoneware (1), which is stabilized on one side with a carbon fiber roving (2) ( Fig. 1 , Construction in cross section).
  • the connection between stone and fiber is produced by a temperature-stable epoxy resin matrix, which can be subjected to thermally stable depending on the application and their total coefficient of expansion of fiber and matrix is, if possible, smaller than the stone plate to be stabilized.
  • a further layer of insulating material for example polyurethane foam (3)
  • the plate with the aid of an epoxy resin adhesive bond (4) additionally mechanically stabilized and with the help of an additional - if possible the same or identical - stabilized flagstone (1) in construction built symmetrically to a house wall.
  • Force introduction elements (5) made of GRP profiles ensure that the loads are absorbed in the stone slabs via the fiber matrix (2).
  • a tilting bearing (6) made of CFS (carbon fiber-coated stone) or steel (20/60), the loads of the overlying ceiling (7) and wall elements upper floors (8) are placed on the force introduction elements (5).
  • Additional stiffeners (9) can additionally stiffen the carrier or connect non-positively at intervals.
  • Fig.2 shows the in Fig. 1 shown embodiment of the invention with another solution for the introduction of force into the house wall, which is necessary by the pressure of the overlying ceilings and other floors.
  • the figure shows two more or less thin thin stabilized stone slabs (1) which are stiffened over an insulating layer of foam material (3) by the plates with a layer of building adhesive (4) are connected.
  • a plywood block (5) with a sheath of carbon fiber matrix forms over the fiber coating of the Stone slabs the introduction of force into the two stone slabs.
  • On a tilting bearing (6) is the weight of the concrete floor (7) and the wall (8) for the floor above .
  • Fig. 3 shows the same arrangement as Fig. 2 with a framework of carbon fiber reinforced stone (CFS) for the introduction of force.
  • CFS carbon fiber reinforced stone

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Finishing Walls (AREA)
  • Building Environments (AREA)
  • Laminated Bodies (AREA)

Claims (6)

  1. Elément de paroi de support de bâtiments avec deux plaques de support (1) arrangées de façon symétrique de la pierre, la pierre naturelle, la pierre artificielle, de la céramique, du béton, du verre ou un matériau contenant du verre,
    - dans lequel une couche supplémentaire, qui stabilise le dispositif global mécaniquement par l'augmentation transversale d'un matériau (3) isolant et rigide en poussée, est collée résistant au cisaillement entre les deux plaques de support (1),
    - dans lequel les plaques de support (1) sont stabilisé uniquement sur la surface a l'intérieur avec une matrice fibreuse (2) sur la base d'une résine époxy, une résine polyester, une résine phénolique, une résine de polyamide, de cyanatestre, une résine mélamine, une résine polyuréthane ou une résine de silicone, ou de céramique ou d'une base de silicat de soudre,
    - dans lequel la matrice (2) contient des matériaux fibreux tels que des fibres de verre, des fibres de carbone, des fibres d'aramide, des fibres de pierre ou des fibres naturelles et végétales ou des fibres de bois,
    - dans lequel le coefficient de dilatation de la matrice de fibres (2) est inférieure à celle de l'être des plaques de support stabilisé (1) et, conjointement avec la couche de matériau de stabilisation isolant et résistant au cisaillement (3) a un coefficient de dilatation inférieur à celui de l'être des plaques de support stabilisé (1)
    - dans lequel les plaques de support (1) sont accouplées au moyen des matériaux fibreux et
    - dans lequel l'élément de paroi de support comporte une structure d'introduction de charge (5) en haut et en bas, qui est reliée par des liaisons adhésives permanentes résistantes au cisaillement aux plaques de support.
  2. Elément de paroi de support selon la revendication 1, caractérisé en ce que les deux plaques de support (1) sont chacune constituées d'un matériau de plaque similaire.
  3. Elément de paroi de support selon les revendications 1 et 2, caractérisé en ce que la couche de matériau isolant résistant au cisaillement (3) est constituée d'une mousse isolante résistant au cisaillement.
  4. supportant l'élément de paroi selon l'une des revendications 1 et 2, caractérisé en ce que la couche de matériau isolant et résistant au cisaillement (3) est constitué d'un cadre en bois avec des vides, qui sont remplis avec de la laine de roche, de laine, de paille ou d'autres matériaux isolants.
  5. supportant l'élément de paroi selon l'une des revendications 1 à 4, caractérisé en ce que l'introduction de charge (5) se composent en bois, en bois massif ou un traillis en fibre renforcée grès, en bois ou d'autres matériaux résistant à la pression.
  6. Elément de paroi de support selon la revendication 1 à 5, caractérisé en ce que les plaques de support (1) sont pourvus chacun de leurs propres renforts, par exemple sous la forme de nervures de renforcement ou des raidisseurs arrangés à des intervalles spécifiques entre les plaques de support, en reliant de manière à être solidaire.
EP08874021.2A 2008-04-25 2008-12-21 Construction de paroi constituée de plaques Active EP2350404B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200820005770 DE202008005770U1 (de) 2008-04-25 2008-04-25 Wandkonstruktion
PCT/EP2008/011002 WO2009129839A1 (fr) 2008-04-25 2008-12-21 Construction de paroi constituée de plaques

Publications (2)

Publication Number Publication Date
EP2350404A1 EP2350404A1 (fr) 2011-08-03
EP2350404B1 true EP2350404B1 (fr) 2018-06-20

Family

ID=40157781

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08874021.2A Active EP2350404B1 (fr) 2008-04-25 2008-12-21 Construction de paroi constituée de plaques

Country Status (3)

Country Link
EP (1) EP2350404B1 (fr)
DE (1) DE202008005770U1 (fr)
WO (1) WO2009129839A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020141185A1 (fr) * 2019-01-06 2020-07-09 Ithaka Institute For Carbon Strategies Construction de paroi en sandwich composée de plaques espacées comprenant entre elles une isolation possédant une haute teneur en carbone

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2978178B1 (fr) * 2011-07-22 2013-07-05 Pierre Bois Habitat Dispositif de parement ou de construction, procede de fabrication du dispositif et son procede d'assemblage
DE102012215608B4 (de) * 2012-09-03 2015-02-19 Gerhard SEELE Statisch selbsttragendes fassadenelement
DE202013000375U1 (de) 2013-01-17 2013-04-12 Kolja Kuse Tragwerkskonstruktionen und Wandkonstruktionen aus Glasplatten
ITUB20152928A1 (it) * 2015-07-23 2017-01-23 Giacomo Ricci Utilizzo di pannelli in gres ceramico strutturale incollati tramite resina epossidica e rinforzati con una reti di fibre al carbonio quadridirezionale,denominati canbonfibergres, per la costruzione di parapetti, pensiline, porte, frangisole, recinzioni, divisori fissi e mobili.
DE202017006477U1 (de) * 2017-12-17 2018-07-20 Kolja Kuse Armierung für zementbasierte Strukturen
DE202018105997U1 (de) * 2018-10-19 2020-01-21 Rehau Ag + Co Leichtbau-Wandmodul
EP4001540A1 (fr) 2020-11-12 2022-05-25 Steuler Holding GmbH Panneau composite en céramique
DE202023000788U1 (de) 2023-04-09 2023-08-30 Kolja Kuse Armierung für Zement-basierte Strukturen

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29818660U1 (de) * 1998-10-20 1999-03-04 Brauner, Siegfried, 86660 Tapfheim Steingutträger
NL1023445C1 (nl) * 2003-05-16 2004-11-17 Composieten Team B V Methode voor het verstijven en versterken van schaalconstructies met liggers.

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1609692A1 (de) * 1966-07-28 1970-07-16 Kaehler & Co I Selbst- und frei tragende Isolierplatte und Verfahren zu ihrer Herstellung
DE6804188U (de) * 1968-10-26 1969-02-06 Incoop Gmbh Bauelement in plattenform
US6998359B2 (en) * 2004-01-13 2006-02-14 Mantex Corporation Article and process for maintaining orientation of a fiber reinforced matt layer in a sandwiched urethane construction
DE102005008200A1 (de) * 2005-02-22 2006-08-31 Intco Gmbh Schaumglasverbundelement
US20070256379A1 (en) * 2006-05-08 2007-11-08 Edwards Christopher M Composite panels
DE202006016659U1 (de) * 2006-10-27 2007-02-01 Kuse, Kolja Steinträger

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29818660U1 (de) * 1998-10-20 1999-03-04 Brauner, Siegfried, 86660 Tapfheim Steingutträger
NL1023445C1 (nl) * 2003-05-16 2004-11-17 Composieten Team B V Methode voor het verstijven en versterken van schaalconstructies met liggers.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020141185A1 (fr) * 2019-01-06 2020-07-09 Ithaka Institute For Carbon Strategies Construction de paroi en sandwich composée de plaques espacées comprenant entre elles une isolation possédant une haute teneur en carbone

Also Published As

Publication number Publication date
EP2350404A1 (fr) 2011-08-03
WO2009129839A4 (fr) 2009-12-23
WO2009129839A1 (fr) 2009-10-29
DE202008005770U1 (de) 2008-12-24

Similar Documents

Publication Publication Date Title
EP2350404B1 (fr) Construction de paroi constituée de plaques
US6405509B1 (en) Lightweight structural element, especially for building construction, and construction technique thereon
EP1062092A1 (fr) Support pour materiau du type pierre ou ceramique
AT403599B (de) Fertigbauelement sowie verfahren zur herstellung und bauseitigen anwendung
EP1808538A2 (fr) Construction faite de pièces individuelles
DE202006010009U1 (de) Dünnsteinplatte
DE202019000008U1 (de) Wandkonstruktion aus Platten mit hohem Kohlenstoffanteil
US20090301011A1 (en) Reinforced concrete ceiling and process for the manufacture thereof
EP3594425B1 (fr) Structure porteuse de paroi
DE212009000162U1 (de) Außenwand für ein Niedrigenergiebauwerk
EP2369075B1 (fr) Système de paroi extérieure d'un bâtiment
DE2428038A1 (de) Konstruktionssystem
DE202023001382U1 (de) Wandkonstruktion aus Steinplatten als CO2 - Senke
DE202021001119U1 (de) Wandkonstruktion aus Stein-Platten
BG64654B1 (bg) Двойно напрегната съставна покривно-таванна хоризонтална софитна конструкция за индустриални сгради с голяма площ
DE202009015287U1 (de) Säule und Querträger aus Stein
DE202006009793U1 (de) Dünnstein-Stabilisator
EP3336274B1 (fr) Mur de bâtiment
WO2013026566A1 (fr) Pièces de construction et éléments en roche basaltique renforcée par des fibres
AT503693B1 (de) Flächige beton-tragkonstruktion sowie verfahren zur herstellung derselben
EP0088284B1 (fr) Panneau préfabriqué à structure mixte
US20190203468A1 (en) Method for assembling building elements and building thus produced
CN210316091U (zh) 具有防火功能的外墙板结构及建筑物
DE202013000375U1 (de) Tragwerkskonstruktionen und Wandkonstruktionen aus Glasplatten
KR101556564B1 (ko) 초고층빌딩 경량화를 위한 복합적층패널

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

17P Request for examination filed

Effective date: 20110413

AK Designated contracting states

Kind code of ref document: A1

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

17Q First examination report despatched

Effective date: 20141208

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20180108

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

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

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1010705

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180715

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502008016147

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20180620

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180920

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180920

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180921

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20181020

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20181226

Year of fee payment: 17

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502008016147

Country of ref document: DE

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20190321

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180620

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20081221

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20191221

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: KMC GBR, DE

Free format text: FORMER OWNER: TECHNOCARBON TECHNOLOGIES GBR, DE

REG Reference to a national code

Ref country code: DE

Ref legal event code: R081

Ref document number: 502008016147

Country of ref document: DE

Owner name: KMC GBR (VERTRETUNGSBERECHTIGTER GESELLSCHAFTE, DE

Free format text: FORMER OWNER: TECHNOCARBON TECHNOLOGIES GBR, 81925 MUENCHEN, DE

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

Free format text: REGISTERED BETWEEN 20210225 AND 20210303

REG Reference to a national code

Ref country code: BE

Ref legal event code: PD

Owner name: TECHNOCARBON TECHNOLOGIES FRANCE; FR

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), ASSIGNMENT; FORMER OWNER NAME: TECHNOCARBON TECHNOLOGIES GBR

Effective date: 20200528

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20231130

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20231213

Year of fee payment: 16

Ref country code: IE

Payment date: 20231228

Year of fee payment: 16

Ref country code: DE

Payment date: 20231213

Year of fee payment: 16

Ref country code: AT

Payment date: 20231213

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20231130

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20240101

Year of fee payment: 16