EP1457610A2 - Jeu d'éléments pour la construction d'un bâtiment - Google Patents

Jeu d'éléments pour la construction d'un bâtiment Download PDF

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Publication number
EP1457610A2
EP1457610A2 EP04005778A EP04005778A EP1457610A2 EP 1457610 A2 EP1457610 A2 EP 1457610A2 EP 04005778 A EP04005778 A EP 04005778A EP 04005778 A EP04005778 A EP 04005778A EP 1457610 A2 EP1457610 A2 EP 1457610A2
Authority
EP
European Patent Office
Prior art keywords
beam sections
sections
kit
elements
building
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Withdrawn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
EP04005778A
Other languages
German (de)
English (en)
Other versions
EP1457610A3 (fr
Inventor
Herrmann Schmidt
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.)
Schmidt Hermann
Original Assignee
Schmidt Herrmann
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 Schmidt Herrmann filed Critical Schmidt Herrmann
Publication of EP1457610A2 publication Critical patent/EP1457610A2/fr
Publication of EP1457610A3 publication Critical patent/EP1457610A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/38—Arched girders or portal frames
    • E04C3/42—Arched girders or portal frames of wood, e.g. units for rafter roofs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood

Definitions

  • the invention relates to a kit for generating a Building consisting of a plurality of essentially horizontally and vertically arranged beams as well as cladding elements enveloping the stud frame.
  • kits of prefabricated houses are different Design known.
  • a house is made Prefabricated components revealed that from a support structure Hollow support elements exist, in the inserts for formation from walls and ceilings.
  • WO 82/02915 describes a variable building construction system, in which a support frame made of U-shaped profiles is created that with flat elements from a not combustible material is clad, the cavities filled with an insulating material between the surface elements are.
  • WO 03/074809-A1 contains a stud frame Use, which consists of components, each have at least two bars over a plurality of Fasteners parallel to each other at a distance from each other are connected.
  • the kit for education disclosed in EP-0 063 662-A1 pre-perforated double-beam elements of buildings used as stud frames, through the single-beam elements arranged between them to have a connection with each other and in each case in connection with further double beam elements stand.
  • the stud frame is made with flat elements disguised, in which insulation material is then inserted can.
  • DE-91 01 133-U1 describes supporting elements made of wood for creating of buildings that are essentially H-shaped Have cross-section. Through the legs of the H-shaped Supporting elements become flat wall elements in their position fixed.
  • WO 88/05485-A1 shows a kit system for buildings, the basic kit elements consist of four bars, between which a flat element is arranged is.
  • DE-296 14 754-U1 describes a glued wood support for buildings in wood skeleton construction, which essentially consists of a rectangular cross-sectional shape with support core four attached, each with a smaller cross section having corner strips. From these vertically divisible support cores can be erected buildings, by placing flat wall elements between the through the corner strips formed grooves are introduced and attached.
  • kits for prefabricated houses can be found, for example in DE-100 25 767-A1, DE-41 03 031-A1 and DE-196 28 043-C2, DE-198 34 344-A1, DE-199 57 080-A1, DE-196 53 340-C1, DE-296 15 073-U1 or DE-296 18 522-U1. Together is these kits that the kit elements are special manufactured for this purpose and partly prefabricated become. To assemble these elements then connected to each other, which may also be due to the End customers themselves can be done.
  • the object of the invention is therefore to produce a kit to create a building that is widely available consists of inexpensive components that make up both the stud frame and the cladding of the building have it made.
  • the invention achieves this in that in particular vertically to be arranged carrier from a defining the carrier length Rectangular plate pair with between the plate pair fixed until just before the respective longitudinal edges Formation of longitudinal and transverse crossbars Bar or beam sections are formed, with the associated longitudinal or cross member on the outside pointing plate side each corresponding rod or Beam sections are attached to fix the crossbars.
  • the carriers according to the invention thus defined enable a simple but stable construction of the housing. They only consist of different ones long bar or beam sections as well as rectangular Plate pairs that are widely available.
  • the single ones Support elements can be prefabricated by the respective longitudinal and transverse rod or beam sections with the associated plate pairs in the invention Way to be connected.
  • the supporting structure at the construction site then becomes the respective horizontal and vertical support elements connected by the cross cheeks on the outward facing rod or Beam sections inserted and fixed with these. So you can quickly build the structure for the building, which then with cladding elements is enveloped.
  • Embodiments of the invention result from the subclaims.
  • This is how the kit is designed characterized in that the width of the rectangular plate pair or the bar and beam sections positioned between them essentially the wall thickness of the to be formed Define the kit wall.
  • the Narrow sides of the substantially perpendicular to the building sides arranged support elements on both sides with the cladding elements connected.
  • the width of the support elements defines the wall thickness.
  • the beam sections essentially form a ladder structure.
  • two longitudinal ones with two transverse ones
  • a rectangular structure on the bar sections in the case of a support to be arranged vertically, on the front and back the pair of rectangular plates is applied, its length is larger than that of the bar and beam sections formed rectangle, creating parts of the panels on both sides survive.
  • additional transverse beam sections between the longitudinal ones mountable can also be used.
  • the longitudinal ones can also be used Form carrier in several parts and more than one plate per Use page.
  • An analog structure can also be used for Longitudinal or cross members may be advantageous.
  • the cavities formed by the stator, as at known, as well as between the rectangular plate pairs formed cavities are filled with insulating material.
  • kits are characterized by a plurality of one another directly and / or over Edge plates connected, in particular T, L, H or cruciform corner or bridging elements.
  • Edge plates connected, in particular T, L, H or cruciform corner or bridging elements.
  • T, L, H or cruciform corner or bridging elements which are also prefabricated can be a flexible design of the building achieve. Openings for windows, doors, roof connections u. The like. can be installed so easily. To do this, the corresponding horizontal or vertical support elements created with appropriate dimensions and connected.
  • rod or bar sections square or rectangular bars or bars formed are the same cross-sectional dimension for all kit elements exhibit.
  • a further embodiment of the kit is characterized in that that the between the longitudinal or cross members the plate pairs parallel to those facing outwards Bar or beam sections Bar or beam sections are arranged. The occurring on the cross members Forces at the places where the vertically arranged Beams can be supported by these crossbeams pick up arranged beam sections. So it will Building stability increased.
  • connection of the crossbars with the beam on the Crossbeam thus enables the power transmission to the crossbeam, which also applies to multi-level arrangements of Cross and vertical beams for a stable construction with Safe power transmission down to the building foundation provides.
  • the kit shown in greatly simplified form in FIG. 1 is used to create buildings, such as residential buildings, whereby 8 shows a gable view of such a building in FIG. 8 greatly simplified and without windows and external and internal cladding is shown, where there is the kit stand is denoted by 1.
  • the kit essentially consists of a few individual parts, which are partly identical in size, what further is described in more detail below, formed support elements, which, insofar as they are arranged vertically, in the description the reference number 2 and in a horizontal arrangement Bear reference number 3, regardless of their respective individual length.
  • the carriers belonging to the kit show essentially a similar structure, namely the Rectangular plates defining the total length of a support element, generally designated 4, somewhat shorter longitudinal, beams arranged between the plates, generally with 5, as well as short, arranged between the bars Bar sections 6 in the head and foot area or upper and lower area of the respective beams and intermediate beam sections 4, 6a.
  • a first one is not closer to one shown concrete slab mounted horizontal beams as a support element, generally designated H, in double Reproduced sandwich design, cut open at the edge, the upward facing rectangular plate 4 transversely arranged beam sections 11 carries, which pegged there or can be screwed by the respective edge sections in Fig. 1 designated V vertical supports are encroached, which is indicated by an arrow 24.
  • Horizontal supports H are fixed to vertical supports V, either to form a window or wall connection of a building, the corners being a combined design have what is described in more detail above. From the outside Such a building can be clad with external cover plates P. be the inner walls in the same way, but what in Fig. 1 is not shown, nor the respective Roof connection, which is only hinted at there.
  • the structure of the vertical support elements 2 is in Fig. 2a and 2b shown in more detail.
  • Beams or squares the total length of which is smaller than the length of the rectangular plates.
  • the two in the longitudinal direction arranged bars 5 are at the end by two short Beam sections 6 firmly connected, so that a roughly rectangular structure.
  • This rectangular structure formed from the bar sections 5 and 6 is arranged between the rectangular plates 4, that the free longitudinal ends of the rectangular plates 4th the rectangular bar structure on both ends protrude and so cross-cheeks 7 with the same on both sides Form dimensions.
  • the vertical support element can further short bar sections 6 between the longitudinally arranged beam sections 5 are located, so that a ladder-like structure is formed.
  • the fastening methods common in the field of timber construction come together into consideration, i.e. screw connections or the use of wooden dowels and. like.
  • the horizontal support elements consist of rectangular plates 8, the length of which depends on the dimensioning of the stud frame directed. Between the plates are in Longitudinal rectangular bar sections 9, the through arranged between these bar sections 10 a ladder structure.
  • At least one of the rectangular plates 8 on the outside are arranged at regular intervals in the transverse direction Beam sections 11 which are dimensioned so that they from the cross cheeks of the vertical support 2nd can be enclosed with a precise fit. To accommodate the these pressure forces on the horizontal Carrier element are arranged between the plates 8 transverse beam sections 10 attached at the points where the transversely arranged on the outside Bar sections 11 are located.
  • the width of the rectangular plates 8 of the horizontal support elements 3 corresponds essentially to the width of the rectangular plates 4 of the vertical support elements 2 and defines the Wall thickness of a building wall formed with these elements.
  • the transverse outward facing Beam sections 11 of the horizontal support elements 3 each plugged onto vertical support elements 2, so that the crossbars 7 the bar sections 11 in the assembled state enclose and the outward-facing surface of a beam section 11 with the end face of the inner Rectangular structure of the vertical support element 2 in contact stands.
  • the arrangement shown in Fig. 4 is used to form a window or the like in one with the building wall formed by the kit.
  • the carrier arrangement for forming a building corner is in Fig. 5a shown in more detail.
  • Two horizontal beams 3 are arranged at right angles to each other and firmly connected. There is a bar section on each of the two beams 3 11 just before the corner room.
  • the real corner will be formed from two beam sections 11a, 11b, one of which a distance of about twice the thickness of the rectangular plates 4 of the parallel section 11.
  • the second beam section 11b is approximately a plate thickness distance from the outer edge of the horizontal Base plate removed.
  • the one perpendicular to it transverse bar section of the subsequent horizontal Carrier 3 also has a plate thickness spacing from the two corner beam sections 11a and 11b.
  • sections of bar sections 14 are fastened in this way, that they protrude into the interior of the stud frame.
  • Floors can be placed on these beam sections 14 or attach ceilings.
  • FIG. 6 The connection of a sloping roof is shown in more detail in FIG. 6.
  • a horizontal support element 3 with vertical Support elements 2 in the manner described above connected, carries one arranged in the longitudinal direction Bar section 15. This bar section is over vertically arranged beam sections 16, the sloping roof 17th attached.
  • the sloping roof 17 has a similar structure like the rest of the stud frame 1. So are regular arranged inclined beam 18 available from a Plate pair enclosed bar sections exist.
  • the outer roof cover consists of the usual in roof construction Materials.
  • the vertical support elements 19 that the roof to the Carrying gables has essentially the same structure on how the support elements 2, that is, flat plate pairs 20 with bar sections 21 and 22 inside, which again form a rectangular structure.
  • the support elements 2 that is, flat plate pairs 20 with bar sections 21 and 22 inside, which again form a rectangular structure.
  • Beam sections 23 are present, which to the front edge of the Roof gables are enough.
  • the roof-side end of the support element 19 is chamfered at the angle of the roof to ensure safe To allow attachment of the roof.
  • the invention is not based on this embodiment limited, but changeable in many ways, without leaving the basic idea. That's how they are Dimensions of the support elements, beam sections and rectangular panels as well as their arrangement in many different ways Configurations conceivable depending on the dimensioning and design of the building to be erected expediently could be. The choice of building materials has also been considered expediently pointed out, but by no means represents the only one conceivable alternative.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP04005778A 2003-03-12 2004-03-11 Jeu d'éléments pour la construction d'un bâtiment Withdrawn EP1457610A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20303904U DE20303904U1 (de) 2003-03-12 2003-03-12 Bausatz zur Erzeugung eines Gebäudes
DE20303904U 2003-03-12

Publications (2)

Publication Number Publication Date
EP1457610A2 true EP1457610A2 (fr) 2004-09-15
EP1457610A3 EP1457610A3 (fr) 2005-11-30

Family

ID=32240671

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04005778A Withdrawn EP1457610A3 (fr) 2003-03-12 2004-03-11 Jeu d'éléments pour la construction d'un bâtiment

Country Status (2)

Country Link
EP (1) EP1457610A3 (fr)
DE (1) DE20303904U1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITPN20080066A1 (it) * 2008-08-27 2010-02-28 Emanuele Lucatello Struttura edilizia, in particolare capannone coperto ad uno o piu' piani, realizzata mediante una pluralita' di travi di legno portanti
GB2559244A (en) * 2012-09-07 2018-08-01 Barrett Paul A fence post connector

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012021898A1 (de) 2012-11-09 2014-05-15 Josef Aman Gebäude
FR3001981B1 (fr) * 2013-02-13 2015-05-22 Drouin S A R Structure en bois notamment destinee a la construction de batiments et dont l'ossature comporte des poteaux espaces par des traverses
DE102017108061A1 (de) * 2017-04-13 2018-10-18 Gunnar Fussenegger Basiselement zum Ausbilden von Leichtbauelementen sowie ein solches Leichtbauelement und ein Verfahren zum Ausbilden von Leichtbauelementen, insbesondere für Gebäude

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1982002915A1 (fr) 1981-02-19 1982-09-02 Dobos Istvan Construction variable d'immeuble
EP0063662A1 (fr) 1981-04-24 1982-11-03 Jean Martin Ensemble préfabriqué pour la réalisation d'ossature pour la construction
WO1988005485A1 (fr) 1987-01-26 1988-07-28 Oscar Bueno Systeme constructif, par cadres bois modulaires, formant structures, et leur procede de montage
DE9101133U1 (fr) 1991-02-01 1991-04-25 Victoir, Marc, 7820 Titisee-Neustadt, De
DE4103031A1 (de) 1991-02-01 1992-08-06 Marc Victoir Bauelement
DE4302871A1 (de) 1993-02-02 1994-08-04 Schnitzer Johann G Haus aus Fertigbauelementen
DE29614754U1 (de) 1996-08-24 1996-11-21 Wenzler Klaus Peter Dipl Ing F Leimholzstütze für Holzskelettbauweise
DE29615073U1 (de) 1996-08-31 1996-11-28 Tiko Gartenhaus Gmbh Holzhaus - Selbstbausatz
DE29618522U1 (de) 1996-10-24 1997-01-02 Korczynski Bodo Bausatz für ein Fertigteilhaus
DE19653340C1 (de) 1996-12-20 1998-09-03 Reiner Dipl Ing Jungnitsch Bausatz vorgefertigter Bauelemente für Wände und/oder Decken von Häusern
DE19628043C2 (de) 1995-09-06 1999-03-18 Graf Dragica Gefacheelement
DE19834344A1 (de) 1997-08-01 1999-04-08 Claude Schmerber Gerippe für die Errichtung eines Gebäudes
DE19957080A1 (de) 1999-11-30 2000-11-23 Koehnke Ernst Ulrich Kastenträger aus Holz und Holzwerkstoffen, Verfahren zur Herstellung
DE10025767A1 (de) 2000-05-26 2001-12-06 Wolfgang Hupp Bausatz für ein Fachwerkhaus
WO2003074809A1 (fr) 2002-03-05 2003-09-12 Georg Rohrer Element de construction pour un ensemble de pieces de construction

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2638189A1 (fr) * 1988-10-26 1990-04-27 Legrand Robert Les dispositifs modulaires de construction en bois
DE4329413A1 (de) * 1993-09-01 1995-03-02 Zorbedo Sa Holz-Montage-Bausystem aus ganztragenden und raumschließenden Raster-Holz-Bauelementen
GB2321473A (en) * 1997-01-24 1998-07-29 Walltec Systems Ltd Timber frame building panel

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1982002915A1 (fr) 1981-02-19 1982-09-02 Dobos Istvan Construction variable d'immeuble
EP0063662A1 (fr) 1981-04-24 1982-11-03 Jean Martin Ensemble préfabriqué pour la réalisation d'ossature pour la construction
WO1988005485A1 (fr) 1987-01-26 1988-07-28 Oscar Bueno Systeme constructif, par cadres bois modulaires, formant structures, et leur procede de montage
DE9101133U1 (fr) 1991-02-01 1991-04-25 Victoir, Marc, 7820 Titisee-Neustadt, De
DE4103031A1 (de) 1991-02-01 1992-08-06 Marc Victoir Bauelement
DE4302871A1 (de) 1993-02-02 1994-08-04 Schnitzer Johann G Haus aus Fertigbauelementen
DE19628043C2 (de) 1995-09-06 1999-03-18 Graf Dragica Gefacheelement
DE29614754U1 (de) 1996-08-24 1996-11-21 Wenzler Klaus Peter Dipl Ing F Leimholzstütze für Holzskelettbauweise
DE29615073U1 (de) 1996-08-31 1996-11-28 Tiko Gartenhaus Gmbh Holzhaus - Selbstbausatz
DE29618522U1 (de) 1996-10-24 1997-01-02 Korczynski Bodo Bausatz für ein Fertigteilhaus
DE19653340C1 (de) 1996-12-20 1998-09-03 Reiner Dipl Ing Jungnitsch Bausatz vorgefertigter Bauelemente für Wände und/oder Decken von Häusern
DE19834344A1 (de) 1997-08-01 1999-04-08 Claude Schmerber Gerippe für die Errichtung eines Gebäudes
DE19957080A1 (de) 1999-11-30 2000-11-23 Koehnke Ernst Ulrich Kastenträger aus Holz und Holzwerkstoffen, Verfahren zur Herstellung
DE10025767A1 (de) 2000-05-26 2001-12-06 Wolfgang Hupp Bausatz für ein Fachwerkhaus
WO2003074809A1 (fr) 2002-03-05 2003-09-12 Georg Rohrer Element de construction pour un ensemble de pieces de construction

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITPN20080066A1 (it) * 2008-08-27 2010-02-28 Emanuele Lucatello Struttura edilizia, in particolare capannone coperto ad uno o piu' piani, realizzata mediante una pluralita' di travi di legno portanti
GB2559244A (en) * 2012-09-07 2018-08-01 Barrett Paul A fence post connector
GB2559244B (en) * 2012-09-07 2018-12-26 Barrett Paul A fence post connector

Also Published As

Publication number Publication date
EP1457610A3 (fr) 2005-11-30
DE20303904U1 (de) 2004-04-29

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