EP0097102B1 - Procédé de construction de bâtiments à partir d'éléments modulaires d'ossature bois avec isolation incorporée, et éléments modulaires pour la mise en oeuvre de ce procédé - Google Patents

Procédé de construction de bâtiments à partir d'éléments modulaires d'ossature bois avec isolation incorporée, et éléments modulaires pour la mise en oeuvre de ce procédé Download PDF

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Publication number
EP0097102B1
EP0097102B1 EP83401210A EP83401210A EP0097102B1 EP 0097102 B1 EP0097102 B1 EP 0097102B1 EP 83401210 A EP83401210 A EP 83401210A EP 83401210 A EP83401210 A EP 83401210A EP 0097102 B1 EP0097102 B1 EP 0097102B1
Authority
EP
European Patent Office
Prior art keywords
posts
panels
holes
tie rods
insulating element
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.)
Expired
Application number
EP83401210A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0097102A1 (fr
Inventor
Claude Ernest Eugène Gouneau
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
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT83401210T priority Critical patent/ATE18784T1/de
Publication of EP0097102A1 publication Critical patent/EP0097102A1/fr
Application granted granted Critical
Publication of EP0097102B1 publication Critical patent/EP0097102B1/fr
Expired legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building 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
    • E04C2/38Building 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
    • E04C2/386Building 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B1/2612Joist hangers

Definitions

  • the subject of the invention is an industrialized manufacturing method for wooden frame modules, with incorporated insulation of standard dimensions in width and variable dimensions in length. Intended for the construction of all individual houses, administrative buildings, collective on one or more levels, industrial, livestock and of variable height.
  • the advantage of the process of the invention lies in the fact that it is a real revolution in wood frame construction, both by the raw material that composes the product (rigid rock wool panel, Density (MV): 180 kg / m 3 , and softwood of the country, dried and treated), only by its rapid assembly system on site (assembly by groove and tongue between panels and blocking between them by a system of metal tie rods in combination), only one crankshaft wrench, hammer and level are required as tools for assembly.
  • the product of the invention (modulated panel) is relatively light.
  • the standard module 2.50 m long, 0.60 m wide and 15 cm total thickness, weighs only 35.3 daN.
  • prefabricated panels are used in the workshop, each consisting of an insulating element consisting of at least one block of rock wool with a high density of the order of 0.18 while two uprights are fixed respectively by gluing to the vertical edges. of the insulating element, these uprights each having a thickness at least equal to that of the insulating element, an upright having a vertical lateral face having a longitudinal tongue and the other upright having on its vertical lateral face a corresponding longitudinal groove, at least said uprights being traversed by horizontal holes spaced vertically for the passage of tie rods.
  • the insulating element consists of two parallel blocks separated by an air space into which the holes provided in the uprights open.
  • Prefabricated corner posts with grooves and tongues are also used on two adjacent faces in correspondence with the grooves and tongues of the panels, crossed by passage holes of the tie rods in correspondence with the holes of the uprights.
  • the erected, juxtaposed panels and the corner panels are assembled on a floor using the tie rods inserted in the horizontal holes, reserving the necessary openings for doors and windows, then an appropriate coating is made. respectively on the inner and outer faces of the assembled panels.
  • the panels are produced by making grooves and tongues in the end faces of the uprights, and also low and high beams are produced having on a longitudinal face a tongue or a corresponding groove, the low beams are fixed to the floor, draw up the panels on these healds, cover the erected panels using the high healds.
  • Each panel is composed of an insulating element 2, fig. 2, in rock wool, MV: 180 kg / m 3 , perfectly waterproof, non-flammable, perfect thermal and sound insulation.
  • MV rock wool
  • the mechanical strength of high density rock wool 2 ensures good bracing of the construction.
  • an upright 3 with tongue on its external lateral face remote from the insulating element preferably made of local fir wood, dried and treated and of an upright 4 in the same wood with groove on its lateral face outside.
  • an internal shoulder 42 is provided on the internal face of the uprights 3, 4 to serve as a stiffener on the one hand and as a stop for the insulation on the other hand.
  • the profile of the uprights 3 and 4 is one of the characteristics of the invention (see FIGS. 2 and 7).
  • the process also provides for the fitting of window frames, windows and French windows, in order to incorporate them into the construction process (see Figures 1, 3, 4, 5).
  • An advantage of the method is that the frame 7 is projecting relative to the uprights 5 of the thickness of a plasterboard 11 which allows to introduce it at the time of installation and thereby avoid installation a champlat or joint cover.
  • Such a lintel can be mass produced and it is easy to install on site because of its reasonable weight.
  • the method of the invention provides for double chaining of the construction using metal tie rods 16, 9, 15, fig. 2 and 8, on the height of a level.
  • the advantage of the process also lies in the fact that it adapts to all types of wooden frame trusses (lost roof space or convertible roof space), of maximum range due to the resistance to vertical loads of the uprights 3 and 4, fig. 2, assembled two by two every 0.60 m, from axis to axis (width of the standard module).
  • the walls are covered with a coating on their main exterior and interior faces.
  • the density of rock wool is not limited to 180 kg / m 3 , but may have higher or lower values, the value of approximately 180 kg / m 3 to 190 kg / m 3 corresponding to a optimum lightness to strength ratio.
  • the wood material used is not limited to fir; thus, any type of softwood can be used.
  • an insulating element 2 constituted by two parallel blocks separated by an air space 49 (FIG. 7) into which the holes 30, 31 provided for the passage of the tie rods pass through the uprights 3 , 4. It is preferable in this case to provide on the inner lateral face of the uprights 3, 4 a shoulder central raised relief 50 serving to support the two insulating blocks.
  • the uprights 3, 4 can have a thickness equal to that of the insulating element 2 so as to have flush surfaces but it is often preferable to use uprights 3, 4 thicker to reveal at least one internal shoulder 42 on their inner faces to serve as a support for at least one main face of the insulating element 2.
  • the excess thickness of the uprights 3, 4 can be distributed on either side of the panel and interior shoulders 42 may exist on one side and on the other for the two main faces of the insulating element.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Road Paving Structures (AREA)
EP83401210A 1982-06-14 1983-06-13 Procédé de construction de bâtiments à partir d'éléments modulaires d'ossature bois avec isolation incorporée, et éléments modulaires pour la mise en oeuvre de ce procédé Expired EP0097102B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT83401210T ATE18784T1 (de) 1982-06-14 1983-06-13 Verfahren zur einrichtung von gebaeuden aus modularen elementen mit einem holzgerippe und eingeschlossener isolation und modulare elemente zur ausfuehrung des verfahrens.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8210551A FR2528470A1 (fr) 1982-06-14 1982-06-14 Procede de construction de batiments a partir d'elements modulaires d'ossature bois avec isolation incorporee, et elements modulaires pour la mise en oeuvre de ce procede
FR8210551 1982-06-14

Publications (2)

Publication Number Publication Date
EP0097102A1 EP0097102A1 (fr) 1983-12-28
EP0097102B1 true EP0097102B1 (fr) 1986-03-26

Family

ID=9275087

Family Applications (1)

Application Number Title Priority Date Filing Date
EP83401210A Expired EP0097102B1 (fr) 1982-06-14 1983-06-13 Procédé de construction de bâtiments à partir d'éléments modulaires d'ossature bois avec isolation incorporée, et éléments modulaires pour la mise en oeuvre de ce procédé

Country Status (4)

Country Link
EP (1) EP0097102B1 (enrdf_load_stackoverflow)
AT (1) ATE18784T1 (enrdf_load_stackoverflow)
DE (1) DE3362673D1 (enrdf_load_stackoverflow)
FR (1) FR2528470A1 (enrdf_load_stackoverflow)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2577591B1 (fr) * 1985-02-15 1987-04-17 Enault Joel Construction isothermique bois et synthetique
FR2600099B1 (fr) * 1986-06-17 1991-11-29 Matpremonde Module pret a monter pour construction de cloisons et/ou de murs en bois
FR2611780B1 (fr) * 1987-02-27 1989-06-16 Chiquet Atelier Panneaux de colombage prefabriques et leur procede de mise en oeuvre
FR2722228B1 (fr) * 1994-07-08 1996-09-13 Sironi Monde Pierre Structure de batiments incorporant des elements prefabriques porteurs avec notament en ossature bois-traite ctbh. avec lames d'air toiture autoportante isolee avec lames d'air elements en acier galvanise plies
DE19633127A1 (de) * 1996-08-16 1998-02-19 Kettner Franz Neues Bauverfahren im Bauwesen
DE19700632A1 (de) * 1997-01-10 1998-07-16 Karl Moser Bauwerk, insbesondere Gebäude, sowie Verfahren zu dessen Errichtung
FR2773567B1 (fr) * 1998-01-13 2000-03-10 Sibat Construction du type a ossature porteuse en bois
NL1019082C2 (nl) * 2001-10-01 2003-04-08 Rockwool Lapinus Bv Wandelement.
AU2002342932A1 (en) * 2001-10-08 2003-04-22 Alvaro Samper Ramirez Modular structural panels for constructing, altering and arranging any type of building and a specific anchoring system that can be used for any type of construction
FR3043418B1 (fr) * 2015-11-10 2018-10-26 Gilles Fevrier Kit d'elements composites et a ossature bois pour la construction de batiments thermiquement passifs
DE102017118546B4 (de) * 2017-08-15 2019-06-27 Romeo Gündling Wandaufbau mit einem tragenden Ständerwerk
WO2022246581A1 (es) * 2021-05-28 2022-12-01 Guevara Fritz Hugo Eliecer Sistema constructivo de paneles, con rigidez estructural que soporta las cargas en la unión entre dichos paneles, con aislación térmica, acústica y sin puentes térmicos
RU208648U1 (ru) * 2021-07-12 2021-12-29 Роман Евгеньевич Бойчин Индивидуальный каркасно-панельный жилой дом
TR2021017219A2 (tr) * 2021-11-05 2021-11-22 Iki Mimar Mimarlik Insaat Taahhuet Ticaret Ltd Sirketi Modüler ahşap yapi si̇stemi̇ ve bu si̇steme ai̇t bi̇rleşti̇rme parçalari

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE464959A (enrdf_load_stackoverflow) *
US3820293A (en) * 1971-12-29 1974-06-28 Tokyo Plywood Kk Framed structural member and board structure composed of short timbers assembled
GB1431122A (en) * 1973-08-21 1976-04-07 Wordsworth D W Joist hangers
DE2707359A1 (de) * 1977-02-19 1978-08-24 Oswald Lux Aussenwandelement

Also Published As

Publication number Publication date
DE3362673D1 (en) 1986-04-30
FR2528470A1 (fr) 1983-12-16
FR2528470B1 (enrdf_load_stackoverflow) 1985-02-22
EP0097102A1 (fr) 1983-12-28
ATE18784T1 (de) 1986-04-15

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