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EP3047078B1 - Bausystem für gebäude bestehend aus holztragwerke und damit erhaltene konstruktion - Google Patents

Bausystem für gebäude bestehend aus holztragwerke und damit erhaltene konstruktion Download PDF

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Publication number
EP3047078B1
EP3047078B1 EP14806064.3A EP14806064A EP3047078B1 EP 3047078 B1 EP3047078 B1 EP 3047078B1 EP 14806064 A EP14806064 A EP 14806064A EP 3047078 B1 EP3047078 B1 EP 3047078B1
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EP
European Patent Office
Prior art keywords
beams
uprights
external
bracing
internal
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.)
Not-in-force
Application number
EP14806064.3A
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English (en)
French (fr)
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EP3047078A1 (de
Inventor
Giuseppe Ricci
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Individual
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Individual
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Classifications

    • 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
    • E04B2001/2672—Connections specially adapted therefor for members formed from a number of parallel sections
    • 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
    • E04B2001/2696—Shear bracing

Definitions

  • the present finding is inserted in the building field and regards a construction system with a particular load-bearing wooden structure.
  • This system uses prefabricated structural elements such as beams, sawn wood and panels arranged according to a precise and effective arrangement, described and claimed hereinbelow.
  • the structure thus obtained is fixed to a system of support beams integral with the foundations so as to create, together with other analogous structures, the load-bearing skeleton of the building.
  • DE-375-240-C discloses a construction system of wooden load-bearing structures that comprises: short uprights, with height equal to one floor; long uprights, extending from the foundation level up to the roof structure; and horizontal and tilted structures constituted by the double beams of the various floors, which clamp in a jaw-like manner the long uprights that are arranged on the sides perpendicular to the double beams.
  • the finding regards a construction system using structural elements (beams, uprights, etc%) that can be fixed together directly at work sites or that can be partially prefabricated.
  • Building construction is represented by the assembly of different materials, such by the joining thereof they generate a new object, which comes to achieve - joined to other objects - the constructed environment.
  • construction is a process that consists of building a set of structures connected on the basis of a design or in any case some level of planning. It is not a single activity but rather a system of components, plants, finishing. For large-scale constructions, the work is organized by a project manager and supervised by engineers, architects, construction companies and contractors.
  • a construction can be represented by simple masonry (wall etc.), by a structure (staircase etc.), by a building (homes, offices, stores), and by public works (bridge, stadium etc.).
  • a structure can be classified:
  • log house the technique of solid constructions with overlapped wood logs, otherwise termed "log house” has prevailed, still in use today with various adaptations. Otherwise, in conditions with little material availability, techniques have developed such as "fachwerk” or “colombage”, which combine a wood frame with brick walls. Even if excellent structures built with this technique are still present, it is currently not employed in a wide scale due to the achievement complexities involved.
  • Object of the present finding is to provide a new structural technique with load-bearing structure, obtained entirely with natural materials, which is characterized for the aspects described hereinbelow:
  • reference number 11 indicates overall the load-bearing structure, object of the invention, that uses structural elements such as:
  • the portal structure 10 thus obtained can be repeated in order to form the construction system 11 that is the object of the finding.
  • the system can be assembled starting from elements prefabricated at the plant, in the form of panels constituted by the frame, formed by the external uprights 5 or by the internal uprights 2 plus the bracing/joining layer 4; in such a manner, semi-closed panels are obtained that are already arranged with the openings for doors, windows, holes for the passage of the beams of the floor and sealing sheath which are positioned in place with the aid of mechanical means; bolted together, they act as a support for the subsequent installations, facilitating a quick, accurate and precise installation.
  • the structure thus obtained has spaces already sized and arranged for receiving the insulating materials of standard size, the window/door frames and the subsequent finishings, facilitating and accelerating the subsequent working steps.
  • ground support system for example a reinforced concrete foundation bed 8
  • a ground support system for example a reinforced concrete foundation bed 8
  • the structure of the perimeter walls is constituted by:
  • the internal uprights 2 are placed orthogonally to the external uprights 5 and fixed thereto with screws, by clamping the bracing layer (which is therefore situated arranged between the internal uprights) and forming an assembly with high strength and ductility.
  • Figures 11A and 11B illustrate, in vertical and horizontal section, the connection system of the beams 2, 5, 6, 13.
  • Such system provides for arranging the internal uprights 2 orthogonally with respect to the external uprights 5 and fixing them together by interposing the bracing/joining layer 4; above the internal uprights 2, the support beams 3 are set, these too fixed to the external uprights 5.
  • the double beams 6 and 13 of all the floors rest on the support beams 3 and, passing through holes in the bracing/joining layer 4, come to clamp the external uprights 5 in a jaw-like manner.
  • the structure of the floors is obtained with double beams, spaced from each other, with 80 mm base and with suitable height which rest on the support beams; passing through holes in the vertical bracing/joining layer, such beams come to tighten, in a jaw-like manner, the external uprights to which they are fixed with screws.
  • load-bearing spine walls or main crosspiece beams 16 are composed of the joining of two lateral beams of equal height with a beam of lesser height interposed; the whole set forms an overturned U-shaped section. These beams are fixed (in a manner analogous to the secondary beams- figure 7A ) to the external uprights 5 of the walls perpendicular thereto and are supported by suitable columns 17; see figure 10 .
  • the structure of the roof, figure 12 can be constituted by trusses 12 composed of tilted double beams 13 (struts), which are spaced from each other, are fixed, and clamp both the external uprights 5 and a horizontal beam 14 with tie rod function and a vertical beam segment at the top (king post 15).
  • struts tilted double beams 13
  • the structure of the roof is attained with main beams 16 supported by columns 17 which bear the double beams connected to the external uprights 5.
  • a panel/board is fixed, together with a vapor blockage sheath, hence a first layer of insulating material panels, alternated with rafters set orthogonally to the beams of the roof and fixed thereto with screws; above this, there is a further insulating layer set with continuity.
  • the gutter projections are attained with struts oriented according to the pitch - incorporated in the second insulating layer and fixed to the underlying rafters; in this manner, they remain separated by a suitable insulating layer from the internal environment, in order to prevent thermal bridges.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Rod-Shaped Construction Members (AREA)

Claims (10)

  1. Bausystem von Holzstrukturen für die Unterstützung von Lasten, für Gebäude, wobei sich die genannten Strukturen aus einem Fundament (8) zu einer Dachkonstruktion erstrecken, umfassend:
    a. innere Ständer (2) mit einer Höhe gleich einem Stock, auf den Stützbalken (3) liegen,
    b. äußere Ständer (5), die sich vom Fundament bis zur Dachkonstruktion erstrecken,
    c. eine Aufnahme/Verbindungsschicht (4), die zwischen den inneren Ständern (2) und den Stützbalken (3) auf der einen Seite und den äußeren Ständern (5) auf der anderen verriegelt ist,
    d. horizontale und/oder geneigte Strukturen, die aus den Doppelbalken (6, 13) der verschiedenen Stöcke bestehen, die sich auf den Tragbalken (3) abstützen, und durch die Aufnahme/Verbindungschicht (4) mittels Klemmbacken die äußeren Ständer (5) festklemmen, die an den Seiten der Struktur senkrecht zu den Balken (6, 13) angeordnet sind,
    e. eine Schicht aus Holzplatten oder Platten (7) mit der Funktion der Verteilung statischer und dynamischer Lasten, die über den Doppelbalken (6, 13) befestigt sind.
  2. System nach Anspruch 1, dadurch gekennzeichnet, dass die Aufnahme/Verbindungsschicht (4) zwischen der Innenseite der äußeren Ständer (5) und der Außenseite der Ständer (2) und der Unterstützbalken (3) eingesetzt und befestigt ist.
  3. System nach Anspruch 1, dadurch gekennzeichnet, dass die Aufnahme/Verbindungsschicht (4) durch Strukturplatten oder durch zwei Bordschichten ausgeführt ist, die von 45° zu den Ständern (2, 5) und von 90° zueinander gedreht sind.
  4. System nach Anspruch 1, dadurch gekennzeichnet, dass die äußere Ständer (5), die an den Umfangsseiten senkrecht zu den Balken der Stöcke angeordnet sind, in Form von Klemmbacken durch dieselben Doppelbalken verriegelt und auch mit Schrauben befestigt sind, die durch die Aufnahme/Verbindungsschicht zu den inneren Ständern und den Unterstützbalken hinausgehen.
  5. System nach Anspruch 1, dadurch gekennzeichnet, dass die äußere Ständer (5), die an den Umfangsseiten parallel zu den Balken der Stöcke angeordnet sind, durch Schrauben befestigt sind, die durch die Aufnahme/Verbindungsschicht zu den inneren Ständern und zu den Seitenbalken der Ebene jedes Stockes und des Daches, sowie bis zu möglichen Hauptwänden und/oder Hauptbalken, hindurchgehen.
  6. System nach Anspruch 1, dadurch gekennzeichnet, dass die Fixierung an dem Basisträgersystem, als an einem Fundament-Bett (8), eine wasserdichte Hülle bildet; wobei die Stützbalken (3) sich entlang des Umfangs des Gebäudes erstrecken, auf dem die äußeren Ständer (5) anliegen; in den Umfangswänden senkrecht zu den Balken (3) sind die Ständer (5) nach Art von Backen durch die doppelte Balken (6) der Fundament-Ebene verriegelt sind; wobei die Gelenke mit L-förmigen Klammern (9) versehen sind, die mit Verankerungsstangen an der Fundation-Platte verankert sind.
  7. System nach Anspruch 6, dadurch gekennzeichnet, dass die Befestigung am Boden der äußere Ständer (5), die an den Seiten parallel zu den Balken angeordnet sind, durch L-förmige Klammer (9) erhalten wird, die mit Stangen an der Fundament-Platte durch Ankerstangen verankert sind.
  8. System nach Anspruch 1, dadurch gekennzeichnet, dass die inneren Ständer (2) orthogonal zu den äußeren Ständern (5) angeordnet und durch Schrauben durch Anziehen der Aufnahmeschicht (4) an diesen befestigt sind.
  9. Struktur nach Anspruch 1, dadurch gekennzeichnet, dass die äußeren Ständer (5) auf den Stützbalken der Grundebene in einer orthogonalen Richtung in Bezug auf den Umfang der Struktur angeordnet sind; wobei sie am Boden, an den inneren Ständern (2), an den Stützbalken (3) der verschiedenen Stöcke, an den Doppelbalken (6) der aller Stöcken und an Balken (13) der Dachniveau befestigt sind.
  10. Bau eines Gebäudes mit einer nach Anspruch 1 erhaltenen Holzstruktur.
EP14806064.3A 2013-09-18 2014-09-15 Bausystem für gebäude bestehend aus holztragwerke und damit erhaltene konstruktion Not-in-force EP3047078B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT000070A ITPR20130070A1 (it) 2013-09-18 2013-09-18 Un sistema costruttivo di strutture portanti, in legno, di edifici, e costruzione cosi' realizzata
PCT/IB2014/064516 WO2015040534A1 (en) 2013-09-18 2014-09-15 A construction system of wooden load-bearing structures for buildings and a structure thus obtained

Publications (2)

Publication Number Publication Date
EP3047078A1 EP3047078A1 (de) 2016-07-27
EP3047078B1 true EP3047078B1 (de) 2017-11-08

Family

ID=49486580

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14806064.3A Not-in-force EP3047078B1 (de) 2013-09-18 2014-09-15 Bausystem für gebäude bestehend aus holztragwerke und damit erhaltene konstruktion

Country Status (3)

Country Link
EP (1) EP3047078B1 (de)
IT (1) ITPR20130070A1 (de)
WO (1) WO2015040534A1 (de)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6396836B2 (ja) * 2015-03-27 2018-09-26 株式会社ハートワークスデザインオフィス 建造物の躯体の組み立て方法、建造物の躯体
ITUB20153496A1 (it) * 2015-09-09 2017-03-09 Univ Degli Studi G Dannunzio Chieti Pescara Sistema costruttivo ad ossatura portante in calcestruzzo armato o in acciaio integrato con pannelli di tamponatura in legno.
JP6731765B2 (ja) * 2016-03-29 2020-07-29 株式会社竹中工務店 建物
JP6841497B2 (ja) * 2017-01-17 2021-03-10 株式会社ハートワークスデザインオフィス 建造物の躯体の連結構造
JP6944787B2 (ja) * 2017-02-13 2021-10-06 株式会社日本設計 木質柱梁架構
FR3068054B1 (fr) * 2017-06-27 2024-03-15 Matthieu Gauthier Procede de construction d'une structure d'habitat en bois.
JP7054183B2 (ja) * 2018-03-29 2022-04-13 株式会社Dit 木造建物の構造
WO2024228155A1 (en) * 2023-05-04 2024-11-07 Trussed Systems Limited Construction of multi-storey buildings

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE375240C (de) * 1923-05-08 Hermann Wahl Tragendes Holzwerk fuer Holz- und Holzfachwerkshaeuser
IL49333A (en) * 1976-04-02 1978-06-15 Slonim D Method of easily erecting a building
GB2083520B (en) * 1980-07-24 1984-07-04 Engineered Roof Trusses Framed building construction
DE3173350D1 (en) * 1981-04-24 1986-02-13 Jean Martin Prefabricated unit for the realization of a construction frame

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
WO2015040534A1 (en) 2015-03-26
EP3047078A1 (de) 2016-07-27
ITPR20130070A1 (it) 2015-03-19

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