EP1063365A1 - Systeme modulaire de construction integrale de batiments en bois massif - Google Patents

Systeme modulaire de construction integrale de batiments en bois massif Download PDF

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Publication number
EP1063365A1
EP1063365A1 EP99959424A EP99959424A EP1063365A1 EP 1063365 A1 EP1063365 A1 EP 1063365A1 EP 99959424 A EP99959424 A EP 99959424A EP 99959424 A EP99959424 A EP 99959424A EP 1063365 A1 EP1063365 A1 EP 1063365A1
Authority
EP
European Patent Office
Prior art keywords
boards
modules
buildings
solid wood
integral construction
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Withdrawn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
EP99959424A
Other languages
German (de)
English (en)
Inventor
Felipe Garcia Lopez De Lacalle
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
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 Individual filed Critical Individual
Publication of EP1063365A1 publication Critical patent/EP1063365A1/fr
Withdrawn legal-status Critical Current

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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
    • E04B2/703—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal vertical elements
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/12—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
    • E04C2/14—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood reinforced
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure

Definitions

  • the invention concerns a modular system for the integral construction of buildings in solid wood, designed to permit the erection of one or more floors on a basis of modules which are repeated in frameworks, outside walls and indoor partitions, starting from a conventional footing or foundation adapted to be able to receive the pertinent modules vertically.
  • the object of the invention is to provide a modular system of building in which each module is formed by means of a number of wooden boards assembled alongside each other and joined together by fitting their outside edges into having a C-shaped sections, permitting said edges to be joined to others similar, in any type of intersection between modules, be this adjacent, perpendicular or at a corner.
  • the modules are the result of boards laid in a horizontal position, whereby the resistance to vertical loading is very limited, implying a series of problems which it is attempted to overcome by means of supplementary elements and/or components, to which must be added the need to make use of a large number of piece parts and accessories (screws, plates, brackets, etc.), to permit the construction or erection of the building, which not only implies a penalty in assembly time with the consequent lengthening of the period required to complete the work, but also signifies a notable increase in cost, not forgetting that due to the great number of components and parts that have to be fixed to each other, the guarantees of maximum safety and quality in the finish are not total.
  • the system of the invention is based on the wooden boards being mounted vertically, whereby one achieves high resistive strength to both horizontal and vertical loads.
  • the modules that are produced shall have a height equal to that between the floor and ceiling frames, and in which the wooden boards from which the modules themselves are formed, are assembled to each other by tongue and groove matching or another similar procedure, along the longitudinal edges while the transversal edges are all joined together, in each module, to a C-shaped section which clamp over said edges.
  • the sections in question are metallic and have holes to permit screwing to the boards, with the particularity that the latter are provided with holes perpendicular to the longitudinal edges, which line up opposite each other to constitute a seating channel for respective rods with their projecting ends threaded to receive corresponding washers and lock nuts.
  • each module shall be defined according to the parameters of each project, it being possible to use different thicknesses depending on the function they have in the building, in line with the project criteria for implementing frameworks, roofing, outside walls and indoor partitions.
  • the latter have the particularity that, in correspondence with the transversal edges or ends, they have a segment of less thickness which is precisely that which lodges in the channel defined by the C-shaped metallic sections, with the particularity that in those transversal edges the boards have an intermediate channel practised in them into which fits a projection resulting from an intermediate recess present on the central leg of the respective C-shaped metallic section, it having also been planned that the end segment of less thickness of these transversal edges of the boards is in each case delimited by respective side grooves in which are housed respective parts obtained by folding over the outside longitudinal edges of the side legs corresponding to the C-shaped metallic sections, the boards being thus perfectly attached by sliding over the metallic sections, with the added assistance of the pertinent screws in the side.
  • each of these metallic sections has, starting from the side legs and as an extension of the central leg, longitudinal coplanar flanges in which rows of oblong holes are likewise practised.
  • Both the central channel provided in the transversal edges of the boards, and the intermediate recess and corresponding projection inside the central branch of the C-shaped metallic sections, can be rectangular or square in cross section.
  • coplanar modules employed as framework shall be fastened to each other by means of bead or tack welding of the longitudinal flanges of the adjacent sections, and by welding or by other bolted means to the foundation, the fastening of the floor frames being by means of welding or other means for the partition sections.
  • the arrangement of the modules on the site permits access to the rods which run through the opposing holes in the boards, said rods being termed “stiffeners”, since they perform the tightening and adjustment between the boards in question in each module, said accessibility to the stiffener rods making it possible to control the stress in boards and modules both during erection and afterwards, to perform adequate maintenance.
  • both the wails (1), and frames (2) and partitions (3) are modular, each module being formed by a series of solid wood boards (4) arranged vertically in walls (1) and partitions (3) and horizontally in frames (2).
  • the boards (4) are joined together at the sides, i.e. longitudinally, by means of a groove and tongue arrangement (5) provided for the purpose in the side or longitudinal edges of the boards, holes (6) also being practised which line up with each other to permit the stiffening rods (7) to pass through, said rods having their ends threaded for tightening, by means of nuts and corresponding washers (8), in order to achieve a perfect fit and/or strength between the boards (4) of each module.
  • the boards (4) are finished with a segment (4') of less thickness, delimited by a pair of lateral grooves (9), i.e. in their larger faces, while in the centre of the edge there is a longitudinal channel (10) of greater size than the lateral ones mentioned.
  • Both the grooves (9) and the channel (10) shall preferentially be of a rectangular or quadrangular shape, without discarding others which are suitable.
  • each module consisting of a plurality of boards
  • respective metallic sections (11) the latter being shaped in the form of a "C"
  • the intermediate leg is equal in size to the less thick segment (4') at the edge of the boards (4)
  • said intermediate leg having practised longitudinally in it an intermediate rectangular recess (12) which determines the respective projection towards the inside of the section itself, said projection facing and having the same size as the channel (10) in the transversal edge of the boards (4).
  • the side legs (11') of the metallic sections (13) come with a line of oblong holes (13), the length of the former being equal to that of the less thick segments (4') of the boards (4), each being finished in folds (14) at right angles towards the inside, having the same depth as the grooves (9) which delimit said less thick segments (4'), and into which they are inserted.
  • central leg of these metallic sections (11) is extended in coplanar segments (14') which project perpendicular to the sides (11'), said segments also having oblong holes (13) to permit the insertion of set-screws (22).
  • each module is determined by the respective collection of boards (4) joined together by means of the sections (11), said modules being self-supporting and of equal height to the separation existing between floor and ceiling, i.e. between each consecutive frame (2), all in such a fashion that said modules can be factory-built, transported and mounted on site by means of grabs that adapt to the profile of the upper edge of the module, without discarding its positioning being achieved by any other system or means.
  • modules can be produced with internal openings to form windows and/or doorways, upwards from the lower metallic section.
  • the horizontal sections (11) are fastened to the guide facilitated by the sections of the frame modules (2), being fixed rigidly to these by welding or other means, and to each other by means of the horizontal stiffening rods (7), employing nuts and washers, with the interposition of auxiliary sections.
  • the sections (11) are fitted by sliding them over the edges of the boards (4), the projection produced by the intermediate recess (12) of the central leg of the respective section (11) being housed in the vertical channel (10) of the edges of the boards (4), while the end segments (14) of the side legs (11') of said sections (11) are housed in the side grooves (9) of the boards (4) themselves.
  • each pair of adjacent sections (11) determines a horizontal space (17) delimited by the opposing recesses (12) of the two sections (11), said space serving for the possible insertion of a web (18) having a section approximately equal to that of the former, functioning as a guide and stiffening element.
  • Figure 3 clearly shows said junction, complete with a finishing angle iron (21) which constitutes the actual corner piece.
EP99959424A 1998-12-11 1999-12-10 Systeme modulaire de construction integrale de batiments en bois massif Withdrawn EP1063365A1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
ES9802576 1998-12-11
ES9802576A ES2151433B1 (es) 1998-12-11 1998-12-11 Sistema modular de construccion integral de edificaciones en madera maciza.
PCT/ES1999/000395 WO2000036243A1 (fr) 1998-12-11 1999-12-10 Systeme modulaire de construction integrale de batiments en bois massif

Publications (1)

Publication Number Publication Date
EP1063365A1 true EP1063365A1 (fr) 2000-12-27

Family

ID=8306055

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99959424A Withdrawn EP1063365A1 (fr) 1998-12-11 1999-12-10 Systeme modulaire de construction integrale de batiments en bois massif

Country Status (6)

Country Link
EP (1) EP1063365A1 (fr)
AU (1) AU1659600A (fr)
BR (1) BR9907843A (fr)
CA (1) CA2320340A1 (fr)
ES (1) ES2151433B1 (fr)
WO (1) WO2000036243A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2072698A1 (fr) * 2007-12-19 2009-06-24 Felipe GarcÍa López de la Calle Système pour la construction de bâtiments en bois
BE1021698B1 (nl) * 2013-07-02 2016-01-08 Wov Bvba Wandsysteem voor een wand van houten balken
WO2023084071A1 (fr) * 2021-11-15 2023-05-19 B & O Bauholding Gmbh Panneau mural, bâtiment construit avec celui-ci et procédé de fabrication dudit panneau mural

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2198197B1 (es) * 2002-01-23 2005-03-16 Felipe Garcia Lopez De Lacalle Sistema de construccion de edificaciones en madera maciza.
ES2301363B1 (es) * 2006-05-23 2009-05-01 Metazinco Aislant, S.A. Panel para forjados y su procedimiento de instalacion.
CN105926767B (zh) * 2016-05-26 2018-08-17 沈阳建筑大学 十字形木结构节点
CN109138531A (zh) * 2018-09-30 2019-01-04 艺搭环保科技（上海）有限公司 一种扇形搭建模块及搭建系统

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1990656A (en) * 1933-11-14 1935-02-12 Guy F Kotrbaty Self-sustaining partition
GB776350A (en) * 1953-04-23 1957-06-05 Theodor Schwarz Improvements in or relating to boards
GB2090886A (en) * 1980-12-11 1982-07-21 Hughes & Allen Ltd Floor panels
ES2010058A6 (es) * 1988-12-26 1989-10-16 Garcia Lopez De Lacalle Felipe Sistema de construccion de edificaciones a base de madera.
DE19709661A1 (de) * 1996-03-08 1998-04-16 Hans Rudolf Baser Flächiges Holzbauelement
DE29614258U1 (de) * 1996-08-17 1997-09-18 Holzindustrie Waldburg Zu Wolf Wand- oder Deckenelement
JPH10140699A (ja) * 1996-11-14 1998-05-26 Teijin Ltd 木質製構造体

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0036243A1 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2072698A1 (fr) * 2007-12-19 2009-06-24 Felipe GarcÍa López de la Calle Système pour la construction de bâtiments en bois
BE1021698B1 (nl) * 2013-07-02 2016-01-08 Wov Bvba Wandsysteem voor een wand van houten balken
WO2023084071A1 (fr) * 2021-11-15 2023-05-19 B & O Bauholding Gmbh Panneau mural, bâtiment construit avec celui-ci et procédé de fabrication dudit panneau mural

Also Published As

Publication number Publication date
CA2320340A1 (fr) 2000-06-22
AU1659600A (en) 2000-07-03
ES2151433B1 (es) 2001-11-16
BR9907843A (pt) 2001-12-18
ES2151433A1 (es) 2000-12-16
WO2000036243A1 (fr) 2000-06-22

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