EP2061936B1 - Bauwerk, insbesondere wohngebäude aus rahmen und stützen sowie verfahren zur dessen herstellung - Google Patents

Bauwerk, insbesondere wohngebäude aus rahmen und stützen sowie verfahren zur dessen herstellung Download PDF

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Publication number
EP2061936B1
EP2061936B1 EP07823811.0A EP07823811A EP2061936B1 EP 2061936 B1 EP2061936 B1 EP 2061936B1 EP 07823811 A EP07823811 A EP 07823811A EP 2061936 B1 EP2061936 B1 EP 2061936B1
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EP
European Patent Office
Prior art keywords
frame
vertical
column
building
frames
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Active
Application number
EP07823811.0A
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English (en)
French (fr)
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EP2061936A2 (de
Inventor
Jean-François DE JAHAM
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Simpex Antilles Sarl
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Simpex Antilles Sarl
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Publication of EP2061936A2 publication Critical patent/EP2061936A2/de
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    • 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
    • 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
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/268—Connection to foundations

Definitions

  • the present invention relates to a building, particularly for use as a private home or office. It also relates to a mounting method.
  • the invention relates more specifically to buildings classified as light homes for simplified construction and fast.
  • the invention preferably relates to buildings having a basic structure mainly of wood but which can also be formed from metal beams.
  • the document FR-A-992 318 discloses a building according to the preamble of claim 1.
  • the problems encountered by these buildings are of several kinds.
  • the bracing of the whole and therefore the resistance to rigorous weather is also a concern for these light homes.
  • the load of the frame and roof is reported on all the walls.
  • the strength of the structure depends essentially on the quality of the connection of the walls to the ground, the walls between them and the connection between the walls and the various elements constituting the frame and the roof.
  • the roof and its frame are mainly stressed and especially the junctions on the walls with, in extreme cases, a roof blown independently of the walls.
  • a roof blown independently of the walls it is then the walls that are mainly stressed in addition to undergoing the lift of the roof with the risk of a roof crushing the walls as soon as their bracing is no longer properly insured.
  • the present invention proposes to solve all of these problems through the use of a structure assembled from modular elements easily transportable and through an assembly allowing the realization of a self-supporting structure, braced and rendering, of more, totally solidary structure of the walls of that of the frame and therefore the roof.
  • This structure thus assembled, fixed to the ground, receives, in a second time, prefabricated panels ensuring the cladding of the walls by providing the necessary acoustic and thermal insulation to the building.
  • the invention provides a solidarity bracing of all the components of the structure of the walls of that of the frame.
  • the rigidity imparted to the whole building is similar to that obtained in the case of a traditional dwelling.
  • the building of the invention uses mainly to solve this problem poles, facade frames and sprocket, purlins, rafters and preferably fixing shoes.
  • the easy and effective bracing is obtained by placing the rafters and or purlins above the posts, between the frames which are themselves attached to the posts.
  • the invention therefore relates to a building according to claim 1.
  • the invention also relates to a method of mounting a building according to claim 8.
  • the figure 1 shows a building according to the invention.
  • This building has posts 1 between which are frames of facade 2. Rafters 3 suspended from a ridge 4 failure are placed on the posts 1.
  • a front frame 2 comprises a lower upright 5, an upper upright 6 and possibly intermediate crosspieces 7. These intermediate rails 7 are placed at regular intervals between each of the two vertical uprights 8 of the front frame 2.
  • the assembly of the crosspieces 7 on the uprights is realized, for example, according to the tenons and mortise technique.
  • the sleepers 7 are intended to stiffen and contraband the frames 2 front, but also the frames on the gable of the building.
  • a chevron 3 is fixed according to different techniques: on the fault 4 ridge, or directly by interlocking or resting on a lierne 4.1 or nested in a metal support fixed and screwed against the fault 4 ridge.
  • This chevron end attached to the ridge tip is tapered to give the rafters 3 a slope that will be that of the roof.
  • a top 9 of a post 1 receiving the second end of the chevron 3 will also be beveled so that its top 9 receives in support the underside of the rafter 3 while conferring the slope desired roof.
  • the beveling of the top 9 of a facade post can also be done beforehand in the workshop, from the slope given to the roof cover.
  • a front frame 2 is fixed, along its two vertical uprights 8, between two facade posts.
  • the width (Ip) corresponding to the section of the post 1 along an axis parallel to the chevron and perpendicular to the ridge tip corresponds, along the same axis, to the width (Ic) corresponding to a vertical amount of the frame 2 front.
  • this vertical upright 8 of the frame 2 may have a width greater than that (Ip) of the post.
  • a post 1 although resting on the ground, is held preferably fixedly by a shoe 10, for example metal, itself firmly pegged in the ground or in the floor of the building. This makes it possible to easily erect each post 1 before it is itself attached to a frame 2.
  • a shoe 10 for fixing also avoids direct contact of the post with the ground and therefore to avoid any rise of humidity.
  • This piece 11 has a thickness (e) substantially equal to that of the fixing shoe 10 of a post and is similarly screwed and pegged to the ground.
  • the width of this part 11 is substantially identical to that of the posts 1 and 14.
  • This part 11 is also intended to prevent any rise of moisture on the structure of the frame 2 in particular by its lower amount but also to absorb, in part, the possible constraints of the ground.
  • Each chevron 3 bears on a post 1, a vertical upright 8 of a front frame 2 is fixed along the lateral part of the same post 1. On the second lateral part of the post 1 opposite the first and also parallel to the longitudinal axis of the chevron 3, is fixed a vertical upright 8 of a second frame 2 front.
  • the surfaces respectively 6.1 and 8.1 of the top of the upper upright 6 and the top of the upright 8 of each frame is then isoplan with the top 3.1 of the chevron.
  • the chevron 3 is then held laterally between the two uprights 8.
  • FIG 2 appears the top of a pinion of the building of the invention.
  • two pinion frames 12 have one of their upright respectively mounted on one of the two faces of a central pole 13 on which the ridge 4 fault. The plane of these faces is oriented along the longitudinal axis of the ridge tip.
  • the second vertical upright (8) of each of the two frames (12) of the gears is fixed respectively to a pinion pole 14.
  • the upper amount 15 of each of the two pinion frames 12 has a slope identical to that given to the structure of the roof. This amount has a plane defined by its length and width oriented towards the ground and a plane along its length and its thickness parallel to the pinion.
  • the width (Im) of this upright 15 is identical to the width (Ic) of a vertical upright 8 of pinion frame 12 and preferably to the width of the plane of the pinion pole 14 perpendicular to the plane of the pinion.
  • this upper end of a pinion frame 12 does not die at the top of the ridge tip but, for example, two-thirds to maintain a sufficient space to place it there. thickness of prefabricated panels providing the final roof coverage.
  • the width of the central pole 13 located in the plane of the pinion is identical to the thickness (e) of the ridge 4 failure.
  • the planes respectively corresponding above an upper upright 15 and vertical upright 8 of gable frame 12, above 3.1 of a chevron 3 and at the top 14.1 of a gable stud 14 are isoplans and inclined according to the slope given to the roof.
  • prefabricated panels are fixed, for example screwed from above or fixed by fixing tabs from below, on the rafters 3 and other upper uprights 6 and 15 respectively of frame 2 and 12 to form the roof.
  • the gable frames and facade are pre-assembled and comprise two vertical uprights 8, a horizontal lower upright 5 and an upper amount 6.15. Between the two vertical uprights 8 are asssembles horizontal raverses 7. These sleepers 7 are intended to improve the rigidity of the frame.
  • the posts 1, 13 and 14 are intended to fully transmit the load of the roof on the ground, by supporting the weight of the purlins 4, rafters 3 or other supporting elements constituting the frame.
  • the structure of the building does not require foundations.
  • the posts are first erected and then fixed to metal hooves 10, themselves firmly secured to the floor or floor.
  • These posts 1,13 and 14 are, in at first, thanks to the hooves 10, simply erected all around the periphery of the building according to, in a simplified example, two gables and two facades.
  • buildings with more than two gables or facades can be designed.
  • the positioning of a pole relative to another takes into account both the gap that is desired to give between two rafters 3 for the posts 1 present on a facade or the gap between two failures 4 for the posts 14 present on a pinion but also the size of the frames 2 and 12 placed respectively between two posts 1 and two posts 14.
  • the two pinion frames 12 surrounding the ridge 4 failure are thus integral with each other and the pole pinion 13.
  • a second pinion frame 12 also having a higher amount 6 in alignment with the slope given to the first sprocket frame.
  • the second pinion post 14 and all the following have their top surface 14.1 beveled and oriented along the roof slope.
  • each intermediate failure 4 takes place on a post 14 of non-beveled pinion.
  • the top of the intermediate tip is then beveled according to the slope given to the roof.
  • high, low and intermediate crosspieces are placed between the two uprights 8 of a frame 2 and 12 of so that once the structure of the facades and gables made, one or more lines of sleepers form substantially at the same height at the periphery of the building.
  • a line can be interrupted by the presence of a door-type opening or windows.
  • the structure of the building thus designed makes it possible to obtain a self-supporting and self-winding structure ensuring a very high rigidity of the whole.
  • the assembly is simple and fast since all the walls (gables and facades) defining the building are assembled before laying and fixing the fault 4 ridge and the very first chevron 3.
  • the frames 2 and 12 are simply raised by placing them on their base on the ground and thus allows easy handling and simplified placement when they are fixed along the poles of the construction of the building.
  • cladding takes place on the various frames and is screwed, both on the profile of the four uprights and sleepers.
  • prefabricated panel cladding does not support the load corresponding to the structure and its roof.
  • Prefabricated panels depending on their size, sometimes require additional layout. These panels have a sandwich structure with a first layer of about 13 mm of agglomerate followed by an insulator such as polyurethane or polystyrene or rock wool to ensure thermal insulation and sound. Finally, a third layer of about 13 mm also composed of agglomerate closes the same panel.
  • the frame can also receive in a traditional way a layout for tiles or slates.
  • the sleepers are preferably placed at identical distances from each other.
  • the fixing of the four amounts forming a frame 2 and 12 as well as the possible fixing of the crosspieces on the two vertical uprights 8 can be done in a traditional way with, for example, screws but also, and preferably, in the form of tenons and mortises .
  • the figures 3 and 4 represent an assembly method used to connect the vertical uprights of the frames to the posts as well as to the rafters 3 and purlins 4.
  • rods 16 with bolts of a section, as an indication, about 8 to 12 mm.
  • the bolts may have round or square heads, screwed on either side of the parts to be assembled, the associated rods 16 passing through each of these same parts.
  • the bolted rods 16 pass through each of the uprights 8 belonging to a pinion frame 12 and through the tip 4. The following are placed all along the pole 14, through the pole and the two uprights 8 belonging to each with a separate pinion frame 12.
  • a first rod 16 passes right through the vertical post 8 of the same front frame, the chevron 3 resting on the post 1 receiving the frame 2 and finally the second vertical upright 8 of a second frame 2 placed on the other side side of post 1 and chevron 3.
  • the structure of the roof structure is thus totally integral with the structure of the walls of the building both with respect to vertical stresses, for example a very strong wind with a risk of a roof that flies away, that horizontal stresses for example a soil shear effect.
  • the method of attachment is the same for the rods 16 placed below the first rod exception because they do not cross the chevron 3 resting on the pole.
  • the space between two bolts along a vertical upright 8 is about 20 to 30 cm.
  • the upright 8 is chamfered so that the bolt does not have relief on the surface of the same amount 8.
  • a bolt placed on a corner post ie at the intersection of a face and a pinion, also has two chamfers in its thickness to receive the bolts of the rods 16 allowing fix the vertical upright 8 of a frame 2 of a facade on one side and that of a frame 12 pinion of the other.
  • This cladding is fixed for example by means of screws through posts 1.13 and 14 and uprights 8 of the frames.
  • This cladding consists of chipboard panels or sandwich panels as described above. These panels to receive along the walls of the building coatings such as, for example, a plaster or paint.
  • the floor of the building consists of a floor covering, for example a tiled floor or a calepinage covered with wooden slats.
  • the door or window frames take place directly between the uprights 8 while removing the sleepers 7.
  • the material used for the construction of frames, purlins and rafters is wood with exotic species of the teak, jatoba and takama type or species of fir-type treated heathland class 4.
  • these elements can be made from metal elements such as locksmith tubes and assembled, for example, with screws and nuts.
  • the laying of the first posts 1 and 14 and respectively the first frames 2 and 12 are at an angle of the building for better stability and from the lowest to highest frames so as to simplify the laying and fixing of these.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (8)

  1. Bauwerk, ausgestattet miteinen oder mehrere Rahmen (2,12) umfassenden Wänden, vorzugsweise auf einem Boden stehend, an beiden Seiten mit Pfosten (1, 13, 14) verbunden, und einem Dach, gebildet aus einer eine oder mehrere Pfetten (4) oder Sparren (3) umfassenden Struktur, dadurch gekennzeichnet, dass ein Sparren (3) auf einem Pfosten (1, 13, 14) aufliegt, dessen oberes Ende (9) entsprechend einer vorgegebenen Dachschräge abgeschrägt ist, dass die Sparren (3) seitlich zwischen zwei vertikalen Ständern (8) gehalten sind, jeder auf den Pfosten (1, 13, 14) befestigt und zu einem Rahmen (2, 12) gehörend, wobei der genannte Rahmen (2, 12) aus zwei vertikalen Ständern (8), einem unteren horizontalen Rahmenholm (5), einem oberen Rahmenholm (6), und horizontalen Zwischenriegeln (7) besteht. Der obere Holm (6) eines Rahmens (2, 12) nimmt dabei denselben Winkel an wie die vorgegebene Dachschräge.
  2. Bauwerk nach Anspruch 1, dadurch gekennzeichnet, dass eine Pfette (4) auf einem Pfosten aufliegt und seitlich zwischen zwei, auf den Pfosten (1, 13, 14) befestigten und zu einem Rahmen (2, 12) gehörenden vertikalen Ständern gehalten wird, wobei der Rahmen (2, 12) aus zwei vertikalen Ständern (8), einem unteren horizontalen Rahmenholm (5), einem oberen Rahmenholm (6) und horizontalen Zwischenriegeln (7) besteht. Der obere Holm (6) eines Rahmens (2, 12) nimmt dabei denselben Winkel an wie die vorgegebene Dachschräge.
  3. Bauwerk nach einem der Ansprüche 1 bis 2, dadurch gekennzeichnet, dass die Breite einer dem Abschnitt eines Mittelpfostens (13) des Giebels entsprechenden Seite identisch ist mit der Stärke einer Firstpfette (4).
  4. Bauwerk nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Stärke (ec) eines Sparrens mit einer dem Abschnitt eines Fassadenpfostens (1) entsprechenden Seite identisch ist.
  5. Bauwerk nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass ein der Höhe einer Pfette beziehungsweise eines Sparrens entsprechender Teil, ganz oder teilweise zwischen zwei vertikale Ständer (8) eingebracht ist, die jeweils zu einem Giebelrahmen (12) beziehungsweise einem Fassadenrahmen (2) gehören.
  6. Bauwerk nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass ein Pfosten (1, 13, 14) mittels eines Befestigungsschuhs (10) am Boden befestigt ist.
  7. Bauwerk nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass durch das obere Ende eines Giebelpfosten (1), das obere Ende eines Sparrens (3.1), das obere Ende eines vertikalen Ständers (8) und eines oberen Rahmenholms (6, 15) eines Rahmens (2, 12) dargestellte Oberflächenisoplan sind.
  8. Verfahren zum Aufbau eines Bauwerks nach Anspruch 1, dadurch gekennzeichnet, dass in folgender Reihenfolge vorgegangen wird:
    - Man stellt nacheinander die Giebelpfosten (13, 14) und die Fassadenpfosten (1) auf, jeder mittels eines Schuhes (10) am Boden befestigt,
    - Man lehnt Giebelrahmen (12) und Fassadenrahmen (2) an die Pfosten (1, 13, 14) an und befestigt sie
    - Man legt eine Firstpfette (4) auf zwei Mittelpfosten (13) des Giebels und zwischen zwei vertikale Ständer (8) der Giebelrahmen (12),
    - Man legt die Sparren (3) an die Dachpfette (4) an, über einen Fassadenpfosten (1) und zwischen vertikale Ständer (8) der Fassadenrahmen (2).
EP07823811.0A 2006-09-13 2007-09-12 Bauwerk, insbesondere wohngebäude aus rahmen und stützen sowie verfahren zur dessen herstellung Active EP2061936B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0653715A FR2905710A1 (fr) 2006-09-13 2006-09-13 Edifice et procede de montage, notamment d'habitation
PCT/FR2007/051915 WO2008031989A2 (fr) 2006-09-13 2007-09-12 Edifice, notamment d ' habitation compose des cadres et poteaux et procede de son montage1

Publications (2)

Publication Number Publication Date
EP2061936A2 EP2061936A2 (de) 2009-05-27
EP2061936B1 true EP2061936B1 (de) 2013-07-17

Family

ID=37909536

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07823811.0A Active EP2061936B1 (de) 2006-09-13 2007-09-12 Bauwerk, insbesondere wohngebäude aus rahmen und stützen sowie verfahren zur dessen herstellung

Country Status (5)

Country Link
US (1) US20090277103A1 (de)
EP (1) EP2061936B1 (de)
CA (1) CA2663156A1 (de)
FR (1) FR2905710A1 (de)
WO (1) WO2008031989A2 (de)

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US8555583B2 (en) 2010-04-02 2013-10-15 Romeo Ilarian Ciuperca Reinforced insulated concrete form
CN102759963A (zh) * 2011-04-28 2012-10-31 鸿富锦精密工业（深圳）有限公司 服务器外壳
US8555584B2 (en) 2011-09-28 2013-10-15 Romeo Ilarian Ciuperca Precast concrete structures, precast tilt-up concrete structures and methods of making same
US8756890B2 (en) 2011-09-28 2014-06-24 Romeo Ilarian Ciuperca Insulated concrete form and method of using same
EP2776374A4 (de) 2011-11-11 2015-11-04 Romeo Ilarian Ciuperca Betonmischungszusammensetzung, mörtelmischungszusammensetzung und verfahren zur herstellung und abbindung von beton- oder mörtelobjekten und -strukturen
US9458637B2 (en) 2012-09-25 2016-10-04 Romeo Ilarian Ciuperca Composite insulated plywood, insulated plywood concrete form and method of curing concrete using same
US8877329B2 (en) 2012-09-25 2014-11-04 Romeo Ilarian Ciuperca High performance, highly energy efficient precast composite insulated concrete panels
US8532815B1 (en) 2012-09-25 2013-09-10 Romeo Ilarian Ciuperca Method for electronic temperature controlled curing of concrete and accelerating concrete maturity or equivalent age of concrete structures and objects
US8636941B1 (en) 2012-09-25 2014-01-28 Romeo Ilarian Ciuperca Methods of making concrete runways, roads, highways and slabs on grade
US8844227B1 (en) 2013-03-15 2014-09-30 Romeo Ilarian Ciuperca High performance, reinforced insulated precast concrete and tilt-up concrete structures and methods of making same
CA2911409C (en) 2013-05-13 2021-03-02 Romeo Ilarian Ciuperca Insulated concrete battery mold, insulated passive concrete curing system, accelerated concrete curing apparatus and method of using same
US10065339B2 (en) 2013-05-13 2018-09-04 Romeo Ilarian Ciuperca Removable composite insulated concrete form, insulated precast concrete table and method of accelerating concrete curing using same
US9862118B2 (en) 2013-09-09 2018-01-09 Romeo Ilarian Ciuperca Insulated flying table concrete form, electrically heated flying table concrete form and method of accelerating concrete curing using same
US9776920B2 (en) 2013-09-09 2017-10-03 Romeo Ilarian Ciuperca Insulated concrete slip form and method of accelerating concrete curing using same
US8966845B1 (en) 2014-03-28 2015-03-03 Romeo Ilarian Ciuperca Insulated reinforced foam sheathing, reinforced vapor permeable air barrier foam panel and method of making and using same
US9574341B2 (en) 2014-09-09 2017-02-21 Romeo Ilarian Ciuperca Insulated reinforced foam sheathing, reinforced elastomeric vapor permeable air barrier foam panel and method of making and using same
CA2956649A1 (en) 2016-01-31 2017-07-31 Romeo Ilarian Ciuperca Self-annealing concrete forms and method of making and using same
WO2020190336A1 (en) * 2019-03-20 2020-09-24 Kps Global Llc Structurally reinforced insulated panel
USD925775S1 (en) * 2020-09-13 2021-07-20 Thomsa G. Frein Framing assembly

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Also Published As

Publication number Publication date
FR2905710A1 (fr) 2008-03-14
CA2663156A1 (fr) 2008-03-20
WO2008031989A3 (fr) 2008-05-08
US20090277103A1 (en) 2009-11-12
EP2061936A2 (de) 2009-05-27
WO2008031989A2 (fr) 2008-03-20

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