WO2019012440A1 - Composite de construction sans contrainte pour la construction de murs et de plafonds structuraux, et procédé de construction de murs et de plafonds structuraux au moyen de composites de construction sans contrainte sans pont - Google Patents

Composite de construction sans contrainte pour la construction de murs et de plafonds structuraux, et procédé de construction de murs et de plafonds structuraux au moyen de composites de construction sans contrainte sans pont Download PDF

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Publication number
WO2019012440A1
WO2019012440A1 PCT/IB2018/055101 IB2018055101W WO2019012440A1 WO 2019012440 A1 WO2019012440 A1 WO 2019012440A1 IB 2018055101 W IB2018055101 W IB 2018055101W WO 2019012440 A1 WO2019012440 A1 WO 2019012440A1
Authority
WO
WIPO (PCT)
Prior art keywords
bridgeless
structural
ceilings
construction
composite
Prior art date
Application number
PCT/IB2018/055101
Other languages
English (en)
Inventor
Aleksander PANEK
Original Assignee
Climatic Sp. Z O.O. Sp.K.
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 Climatic Sp. Z O.O. Sp.K. filed Critical Climatic Sp. Z O.O. Sp.K.
Publication of WO2019012440A1 publication Critical patent/WO2019012440A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped

Definitions

  • the subject of the invention is non-stress construction composite for building structural walls and ceilings, and a method of building structural walls and ceilings in using non-stress construction composites.
  • the solution, according to the invention is widely used in construction, has particular advantages in housing and public utilities building.
  • the SCS system is known from prior art, in which the outer walls consist essentially of wood chip plasterboard, aluminium mat, SCS structure filled with glass wool, OSB Oriented Strand Board-3 and an additional layer of heat insulation.
  • the disadvantage of this type of solution is the need to build a double- layer wall to eliminate linear thermal bridges.
  • SCS profiles are made only in specific sizes of 90 mm and 140 mm, which is a significant limitation in the thickness profile of the first layer of the wall in which different types of installations are designed.
  • flat roofs built in the SCS system consist of a roofing membrane, EPS (expanded polystyrene),
  • flat roofs built in the SCS system consist of a roofing membrane, EPS (expanded polystyrene), OSB-3 board, SCS structure filled with glass wool, aluminium mat and fibre-plaster board.
  • the outer walls of the wooden frame system are basically made of the following layers: Styrofoam/wool, mesh, plaster, MFP. (Multifunction Panel), wind proof foil, timber structure (at a distance of approx. 40 cm) mineral wool, vapour barrier foil, MFP and plasterboard.
  • This technology also implies the need to make a double- layer wall, or make walls of considerable thickness to eliminate linear thermal bridges. This type of walls are not resistant to water or biological corrosion, and are heavier than those made in the technology of bridgeless structural composites.
  • One of the most well-known and widely used external wall construction systems is the traditional brick wall.
  • masonry held external walls are generally made as two-layer: the supporting layer can be made of bricks, hollow blocks, cellular concrete blocks, silicates or expanded clay concrete.
  • the thermal insulation layer is made from mineral wool or polystyrene with a thickness of approx. 12-20cm, fitted from the outer side of the wall.
  • Sandwich panels consist essentially of two claddings of steel sheet (external and internal) and a structural-insulating core between them.
  • the disadvantage of this type of solutions is surface finishing limitations and placing installations in the insulating layer of the panel.
  • sandwich panels make it impossible to put in windows and doors directly in the panels without using additional substructures.
  • the wall and ceiling installation system based on bridgeless structural composites allows for air diffusion, placing installations inside the wall, and easy installation of window and doors.
  • the bridgeless construction composite with battens according to PL480892 it eliminates not only linear thermal bridges, but also completely excludes the possibility of point thermal bridges, gives freedom in shaping the structure and its nodes, and also allows continuous production.
  • the essence of the invention is a bridgeless structural composite intended for construction of walls and ceilings, which is characterized by the fact that it contains external and internal profiles and filling between external and internal profiles, made of a material with thermal insulation properties.
  • the external and internal profiles are made of sheet metal, preferably of galvanized, stainless or acid resistant steel.
  • the filling is closed cell polyurethane foam or extruded polystyrene.
  • the bridged structural composite is in the form of a post or a beam.
  • the bridgeless structural composite is used in construction, preferably in in housing and public utilities building.
  • any configuration of the external and internal composite profiles results in an increase in its stiffness.
  • the filling used in the composite according to the invention being a material with insulating properties, also ensures the cooperation of external and internal profiles during load transfer, increases the stiffness of the element as well as protects profiles against buckling and torsional buckling.
  • the essence of the invention is also the method of construction of walls and ceilings of buildings using bridgeless structural composites, characterized by the fact that the bridgeless construction composites are placed at a certain axial distance from each other, and that it is realized by transverse connection of bridgeless structural composites located in the wall and ceiling of the building, filling the space between bridgeless structural composites with thermal insulation layer, fastening to bridgeless cladding composites of subsequent cladding layers.
  • the subsequent cladding layers are panels intended for use inside a building or a structural slab together with a floor finishing layer and a floor panel.
  • the subsequent cladding layers are boards intended for use outside the building or between bridgeless structural composites, and a board intended for use outside the building is provided with a spacing structure.
  • the subsequent cladding layers are a structural board together with expanded polystyrene insulation, an expanding layer made of expanded polystyrene, as well as undercoat and undercoat.
  • the construction board is an MFP board.
  • Fig. 1 Presents first alternative of bridgeless structural composite in a side view.
  • Fig. 2. Presents first alternative of bridgeless structural composite in the A-A cross- section.
  • Fig. 3. Presents first alternative profile of bridgeless structural composite profile in a side view.
  • Fig. 4. Presents first alternative profile of bridgeless structural composite profile in the B-B cross-section.
  • Fig. 5 Presents second alternative of the first alternative of the bridgeless structural composite, in the side view.
  • Fig. 6 Presents second alternative of the bridgeless structural composite, in the C- C cross-section.
  • Fig. 7 Presents second alternative profile of the bridgeless structural composite, in the side view.
  • Fig. 8 Presents second alternative profile of the bridgeless structural composite, in the D-D cross section.
  • Fig. 9 Presents the third alternative of the bridgeless structural composite, in the side view.
  • Fig. 10 Presents the third alternative of the bridgeless structural composite, in the E-E cross-section.
  • Fig. 11 Presents the third alternative profile of the bridgeless structural composite, in the side view.
  • Fig. 12 Presents the third alternative profile of the bridgeless structural composite, in the F-F cross-section.
  • Fig. 13 Presents the fourth alternative of the bridgeless structural composite, in the side view.
  • Fig. 14 Presents the fourth alternative of the bridgeless structural composite, in the G-G cross-section.
  • Fig. 15 Presents the fourth alternative profile of the bridgeless structural composite, in the side view.
  • Fig. 16 Presents the fourth alternative profile of the bridgeless structural composite, in the H-H cross-section.
  • Fig. 17. Presents the first alternative of a protection wall with bridgeless structural composite in the horizontal section.
  • Fig. 18 Presents the first alternative of a protection wall with bridgeless structural composite in the vertical l-l section.
  • Fig. 19 Presents the second alternative of a protection wall with bridgeless structural composite in the horizontal section.
  • Fig. 20 Presents the second alternative of a protection wall with bridgeless structural composite in the J-J vertical section.
  • Fig. 21 Presents the vertical section through the module containing: flat roof, external wall and floor.
  • FIG. 1, Fig. 2, Fig. 3 and Fig. 4 show first embodiment of a bridgeless structural composite 3, in the form of a post. Closed cell polyurethane foam is the filling 2 in the space between profiles.
  • the external and internal profiles 1 are made of stainless steel and have a characteristic shape similar in cross-section to an unfinished T-bar.
  • the external and internal profiles 1 are made of galvanized steel and have a characteristic cross-sectional shape, similar to an open rectangular.
  • the external and internal profiles 1 are made of stainless steel and have a characteristic shape, with visible cross-section of the recesses within the external and internal periphery of the profiles 1.
  • the filling 2 according to this embodiment is closed cell polyurethane foam.
  • FIG. 13 presents a fourth embodiment of the bridgeless construction composite 3 in the form of post.
  • the Filling 2 spaces inside the profile, according to this embodiment, is extruded polystyrene.
  • the external and internal profiles 1, according to this embodiment, are made of stainless steel and have an irregular, a characteristic shape with cross-bends visible in the cross- section to the inside of the external and internal profiles 1.
  • Fig. 17 and Fig.18 presents a first embodiment of a protection wall with a bridgeless construction composite 3.
  • a bridgeless construction composite 3 is attached to the board intended for use inside the building 6.
  • Bridgeless construction composites 3 are arranged in the wall spaced at axial distance of 60 cm.
  • the space between the bridgeless structural composites is filled with a mineral wool insulation layer 5 with a bulk density of at least 45 kg/m 3 .
  • a board is designed for use outside the building
  • Fig. 19 and Fig. 20 presents an embodiment of protection wall with bridgeless structural composite 3.
  • post-shaped bridgeless structural composite 3 is fitted to the board, finished with PCV flooring, intended for use inside the building 6.
  • Bridgeless structural composites 3 are spaced in the wall at axial distance of 60 cm.
  • the space between the bridgeless composites is filled with a layer of mineral wool insulation
  • Fig. 23. presents an embodiment of the module with bridgeless structural composites 3 in the form of a post and a beam.
  • the protection wall of the building comprises a board intended to be used inside the building 6, to which the bridgeless structural composites 3 3 in the shape of a post are attached.
  • the bridgeless construction composites 3 in the protection wall are attached to ceiling beams with bridgeless construction composites 3 and floor beams with bridgeless construction composites 3.
  • the floor roof of the building consists of undercoat and underlay membrane 8, EPS foam drop layer 9, expanded polystyrene 10, MFP construction board 11, space between bridgeless structural composites 3 filled with thermal insulation 5 and boards for use inside building 6.
  • the bottom structural element of the building comprises a space between bridgeless structural composites 3 filled with thermal insulation 5, a MFP construction board 11, a floor finishing layer 12 and a floor board 13.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Building Environments (AREA)

Abstract

L'objet de l'invention est de fournir un composite structural sans pont pour la construction de murs et de plafonds ainsi que le procédé de construction de murs et de plafonds au moyen de composites structuraux sans pont. Le composite sans pont, selon l'invention, comprend des profils externe et interne librement formés et un remplissage entre les profils externe et interne en matériau ayant des propriétés thermiques. Le procédé de construction de murs et de plafonds de bâtiments utilisant des composites structuraux sans pont, selon l'invention, consiste en ce que des composites structuraux sans pont sont positionnés à une certaine distance axiale les uns des 'autres, et cette construction est mise en œuvre par le raccordement de composites structuraux sans pont situés dans le mur et le plafond du bâtiment, l'espace entre les composites structuraux sans pont étant rempli d'une couche d'isolation thermique et la fixation aux composites structuraux sans pont de couches de bardage ultérieures.
PCT/IB2018/055101 2017-07-11 2018-07-11 Composite de construction sans contrainte pour la construction de murs et de plafonds structuraux, et procédé de construction de murs et de plafonds structuraux au moyen de composites de construction sans contrainte sans pont WO2019012440A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
PL422190A PL238485B1 (pl) 2017-07-11 2017-07-11 Bezmostkowy kompozyt konstrukcyjny do budowy ścian i stropów
PLPL422190 2017-07-11

Publications (1)

Publication Number Publication Date
WO2019012440A1 true WO2019012440A1 (fr) 2019-01-17

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Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IB2018/055101 WO2019012440A1 (fr) 2017-07-11 2018-07-11 Composite de construction sans contrainte pour la construction de murs et de plafonds structuraux, et procédé de construction de murs et de plafonds structuraux au moyen de composites de construction sans contrainte sans pont

Country Status (2)

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PL (1) PL238485B1 (fr)
WO (1) WO2019012440A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD1021151S1 (en) 2021-04-26 2024-04-02 Jaimes Industries, Inc. Framing member

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3531901A (en) * 1966-05-18 1970-10-06 Owens Corning Fiberglass Corp Heat insulating structural member
US5678381A (en) * 1994-11-25 1997-10-21 Denadel; Duane G. Insulated beam
WO1998014674A1 (fr) * 1996-10-03 1998-04-09 National Gypsum Company Element composite de structure et technique d'assemblage de paroi
US20150361659A1 (en) * 2014-06-11 2015-12-17 Jon Sessler Sound dampening wall

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2034264A1 (fr) * 1969-03-05 1970-12-11 Outillage Air Comprime
DE4200126A1 (de) * 1992-01-04 1993-07-08 Heinemann Herbert Waermedaemm-formteil zum verkleiden von gebaeudewaenden
PL59945Y1 (en) * 1998-07-03 2003-10-31 Witold Kudelski Sandwich-type insulating board
RU2440471C1 (ru) * 2010-10-01 2012-01-20 Александр Николаевич Власкин Способ возведения наружной стены здания и многослойная строительная панель для его осуществления
PL225253B1 (pl) * 2011-07-06 2017-03-31 Bio Energy System Spółka Z Ograniczoną Odpowiedzialnością Element konstrukcji budowlanej

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3531901A (en) * 1966-05-18 1970-10-06 Owens Corning Fiberglass Corp Heat insulating structural member
US5678381A (en) * 1994-11-25 1997-10-21 Denadel; Duane G. Insulated beam
WO1998014674A1 (fr) * 1996-10-03 1998-04-09 National Gypsum Company Element composite de structure et technique d'assemblage de paroi
US20150361659A1 (en) * 2014-06-11 2015-12-17 Jon Sessler Sound dampening wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD1021151S1 (en) 2021-04-26 2024-04-02 Jaimes Industries, Inc. Framing member

Also Published As

Publication number Publication date
PL238485B1 (pl) 2021-08-30
PL422190A1 (pl) 2019-01-14

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