WO2000036243A1 - 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
WO2000036243A1
WO2000036243A1 PCT/ES1999/000395 ES9900395W WO0036243A1 WO 2000036243 A1 WO2000036243 A1 WO 2000036243A1 ES 9900395 W ES9900395 W ES 9900395W WO 0036243 A1 WO0036243 A1 WO 0036243A1
Authority
WO
WIPO (PCT)
Prior art keywords
modules
buildings
solid wood
planks
integral construction
Prior art date
Application number
PCT/ES1999/000395
Other languages
English (en)
Spanish (es)
Inventor
Felipe Garcia Lopez De Lacalle
Original Assignee
Felipe Garcia Lopez De Lacalle
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 Felipe Garcia Lopez De Lacalle filed Critical Felipe Garcia Lopez De Lacalle
Priority to CA002320340A priority Critical patent/CA2320340A1/fr
Priority to EP99959424A priority patent/EP1063365A1/fr
Priority to AU16596/00A priority patent/AU1659600A/en
Priority to BR9907843-0A priority patent/BR9907843A/pt
Publication of WO2000036243A1 publication Critical patent/WO2000036243A1/fr

Links

Classifications

    • 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 relates to a modular system of integral construction of solid wood buildings, conceived to allow the execution of one or more plants based on modules that are repeated both in floors, in exterior walls and in interior partitions. , from a conventional foundation or base but suitable to be able to mount the corresponding modules vertically.
  • each module is formed by a series of wooden planks assembled collaterally with each other and joined together by housing their end edges in "C" configuration profiles, allowing the union of these with other analogs, in any type of intersection between modules, be it corner, correlative or perpendicular.
  • the system of the invention is based on the fact that the wooden boards are arranged vertically, whereby high resistance to both horizontal and vertical loads is achieved.
  • the modules that are obtained will have a height equal to that between the floor and ceiling slabs, and where the wooden planks from which the modules themselves are formed, are assembled together, by machi-female or other system similar, through its longitudinal edges, while the transverse edges are commonly joined, in each module, to individual "C" profiles that embrace said edges, profiles that are metallic and have holes for screwing the planks themselves, with the particularity that the latter are affected by holes perpendicular to the longitudinal edges, which face each other to determine a housing passage for respective bars with their emergent ends and threaded for corresponding washers and nuts Of tightening .
  • each module will be defined according to each project, being able to use different thicknesses according to the function they play in the building, following the criteria of the execution project in slabs, roofs, exterior walls and interior partitions.
  • the planks As for the characteristics of the planks, they have the peculiarity that, in correspondence with the transverse or extreme edges, they have a section of smaller thickness, which is precisely the one that is housed in the groove determined by the "C" metal profiles, with the particularity that in these transverse edges the planks are affected by an intermediate groove in which a projection originated as a result of an intermediate recess is presented that presents the central branch of the respective metal profile in "C", it being further provided that the extreme section of smaller thickness of these transverse edges of the planks is delimited by two lateral grooves in which respective portions obtained by bending the extreme longitudinal edges of the lateral branches corresponding to the profiles are housed "C" metal, so that the boards on the metal profiles are perfectly linked by sliding, with the collaboration of the corresponding lateral screwing.
  • C have an amplitude equal to that of the thinner end sections of the planks.
  • these metal profiles have, from the lateral branches and as an extension of the central branch, two coplanar longitudinal wings also affected by an alignment of oblong holes.
  • Both the central channel provided in the transverse edges of the boards, as well as the intermediate recess and corresponding projection inside the central branch of the metal profiles in "C”, can be of rectangular or square section.
  • connection between the vertical concurrent modules with floor and ceiling forging modules it is carried out by welding or other means of screwing the metal profiles themselves, through the holes for this purpose in their longitudinal coplanar wings, belonging to said profiles, while the union between the concurrent vertical modules themselves will be made by screwing nuts and washers of the bars that are through the planks and that are finished in threaded emergent sections, although preferably a profile will be used in those joints auxiliary in "L", when it is a vertical angular union.
  • the coplanar modules used as floor slabs shall be fixed to each other by means of weld beads or points of the longitudinal wings of the adjacent profiles, and by welding or other means of screwing to the foundation, the fixing being to the plant panels by welding or other means. of the partition walls profiles.
  • the arrangement of the modules in the work allows access to the bars that are through the holes facing the boards, bars that are called “tensioners”, since they perform the tightening and adjustment between such boards of each module, allowing that accessibility to the tension bars to control the tension of boards and modules, both during assembly and after it, for proper maintenance.
  • the modules formed on the basis of the system of the invention are suitable for use as loading elements in floor and roof slabs.
  • Figure 1 shows a plan view and an elevation view of the "C" metal profile used in the joint of boards to form the modules.
  • Figure 2. Shows a perspective view according to a vertical section of the joints of two floor slab modules and two intermediate partitions, one on the ground floor and one on the first floor.
  • Figure 3. Shows a plan view of a vertical connection of two corner partitions and the corresponding tensioning means.
  • Figure 4. Shows a perspective view according to a vertical section of the encounters corresponding to a lower outer wall, assembly of the forging module and fixing of an outer upper wall, where the emerging ends of the plank tension bars are also seen.
  • Figure 5. It shows a perspective view in section of a ground floor where you can see the foundation shoes and the way to proceed to start the assembly of the slab modules, as well as distribution partitions, being able to see a possible form of placement of floor slabs on the foundation shoes, of the many solutions that can be adopted.
  • Figure 6. Shows a perspective view in horizontal section of a corner of a building where the horizontal fixation on a module is appreciated. forged, the ends of the bars arranged to receive an auxiliary profile in "L", for its vertical fixation by means of washers and nuts, and the attack of an interior partition module against the side, as well as the vertical fixing arrangement by means of washers and nuts
  • Figure 7. Shows a perspective view according to a vertical section of vertical distribution modules, where the attacks of two corner modules, the angular corner mooring profile and an interior module, as well as the arrangement of the profiles are appreciated horizontal upper and lower, which limit the height between the floor slab and the ceiling slab, and the arrangement of the horizontal holes for housing the tension bars is also seen.
  • Figure 8. It shows a partial vertical sectional view of a two-story and inter-covered building, where the layout of the partition wall on the floor slabs of the ground floor, first floor, as well as the floor and roof slabs can be seen .
  • Figure 9. Shows a partial vertical sectional view, in this case lateral, of a building where the assembly of the exterior wall partitions on the floor and roof slabs can be seen.
  • Figure 10. It shows, finally, a scheme corresponding to a partial lateral vertical section that defines the encounter of a floor slab module with thickness greater than the lower partition, and this in turn with greater thickness than the upper division, representation that corresponds to a non-limiting example of the possibility of solving the different thicknesses of the modules.
  • planks (4) are collaterally coupled, that is, longitudinally, by means of a machi-female (5) provided for this purpose on the lateral or longitudinal edges thereof, being also affected by holes (6) remaining aligned with each other for the passage of tension bars (7) with their threaded end sections for tightening, using nuts and corresponding washers (8), in order to achieve a perfect fit and / or tension between the planks (4) of each module .
  • planks (4) are affected by a section (4 ') of smaller thickness, limited by a pair of lateral grooves (9), that is, in their larger faces, while in the center From the edge there is a longitudinal channel (10) of greater amplitude than the lateral ones just mentioned.
  • Both the slots (9) and the channel (10) will have preferably a rectangular or quadrangular configuration, without ruling out other suitable ones.
  • planks (4) of each module being formed by a plurality of planks, are duly mounted by housing or embracing their transverse edges in respective metal profiles (11), these being "C" section, in which its intermediate branch is of equal width to the extreme section (4 1 ) less thick of the edge of the planks (4), said intermediate branch being affected longitudinally by a rectangular and intermediate recess (12) that determines the respective projection towards the inside of the board itself. profile, projection that is confrontable and of equal amplitude to the channel (10) of the transverse edge of the planks (4).
  • the lateral branches (ll 1 ) of the metal profiles (11) are affected by an alignment of oblong holes (13), the length of those being equal to that of the end sections (4 ') of smaller thickness of the planks (4 ), being finished in two portions (14) bent at right angles towards the interior, of the same depth as the grooves (9) that limit said extreme sections (4 ') of smaller thickness, and into which they are inserted.
  • each module is determined by the respective grouping of planks (4) joined by the profiles (11), such modules being self-supporting and of equal height to that existing between floor and ceiling, that is, between consecutive forged (2), all so that such modules can be factory formed, transported and placed in work by means of tweezers that fit the profile of the upper edge of the module, without ruling out that its placement can be done by any other system or means.
  • modules may be affected by intermediate openings for the formation of windows and / or access doors, from the lower metal profile.
  • the horizontal profiles (11) are fixed on the guide provided by the profiles of the slab modules (2), making them integral with them by welding or other means, and between they, by means of the horizontal tension bars (7), by nuts and washers, with the interposition of auxiliary profiles.
  • the consecutive and coplanar modules remain with the joining profiles (11) adjacently, with the wings or lateral branches (11 ') of these attached, as seen in Figure 2, and with the holes (13) of each other facing each other to allow the passage of fasteners, such as screws (22).
  • every two adjacent profiles (11) determine a horizontal hole (17) defined by the confrontation of the recesses (12) of both profiles (11), said hole being able to serve for the arrangement of a soul (18) of approximately equal section to that of that, with functions of guide and stiffener element.
  • Figure 3 clearly shows said joint, complementing it with an angular piece of auction.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Floor Finish (AREA)

Abstract

L'invention concerne un système utilisant des modules qui se répètent dans la charpente (2) de plancher, les parois (1) et la toiture, formés de groupements verticaux de planches (4) assemblées par leurs bords transversaux à l'aide de profilés métalliques et horizontaux (11) et à l'aide de barres de tension logées dans des orifices opposés des planches (4). Les extrémités des barres sont vissées en vue de leur serrage à l'aide d'écrous correspondants. Les planches (4) sont dotées de moyens mâle-femelle (5) et les modules obtenus présentent une hauteur identique à celle séparant le plancher du plafond. La fixation horizontale à la charpente (2) de plancher est effectuée par soudage ou d'autres moyens des profilés horizontaux (11) tandis que les modules adjacents sont assemblés de manière verticale par vissage des extrémités des barres de tension (7) avec l'extrémité adjacente ou avec des profilés auxiliaires en L (19). Les modules de cloisonnage, de charpente et de toiture peuvent présenter des épaisseurs différentes de manière à s'adapter aux critères du projet d'exécution.
PCT/ES1999/000395 1998-12-11 1999-12-10 Systeme modulaire de construction integrale de batiments en bois massif WO2000036243A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
CA002320340A CA2320340A1 (fr) 1998-12-11 1999-12-10 Systeme modulaire de construction integrale de batiments en bois massif
EP99959424A EP1063365A1 (fr) 1998-12-11 1999-12-10 Systeme modulaire de construction integrale de batiments en bois massif
AU16596/00A AU1659600A (en) 1998-12-11 1999-12-10 Modular integral construction system for solid wood buildings
BR9907843-0A BR9907843A (pt) 1998-12-11 1999-12-10 Sistema modular para construção integral deedificações em madeira sólida

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ESP9802576 1998-12-11
ES9802576A ES2151433B1 (es) 1998-12-11 1998-12-11 Sistema modular de construccion integral de edificaciones en madera maciza.

Publications (1)

Publication Number Publication Date
WO2000036243A1 true WO2000036243A1 (fr) 2000-06-22

Family

ID=8306055

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ES1999/000395 WO2000036243A1 (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 (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Families Citing this family (6)

* 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.
ES2302654B1 (es) * 2007-12-19 2009-08-24 Felipe Garcia Lopez De Lacalle Sistema de construccion de edificaciones de madera.
BE1021698B1 (nl) * 2013-07-02 2016-01-08 Wov Bvba Wandsysteem voor een wand van houten balken
CN105926767B (zh) * 2016-05-26 2018-08-17 沈阳建筑大学 十字形木结构节点
DE102021129728A1 (de) * 2021-11-15 2023-05-17 B&O Bauholding GmbH Wandtafel, damit erstelltes Gebäude sowie Herstellverfahren für die Wandtafel

Citations (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.
DE29614258U1 (de) * 1996-08-17 1997-09-18 Holzindustrie Waldburg Zu Wolf Wand- oder Deckenelement
DE19709661A1 (de) * 1996-03-08 1998-04-16 Hans Rudolf Baser Flächiges Holzbauelement
DE19750154A1 (de) * 1996-11-14 1998-05-28 Teijin Ltd Hölzerne Struktur

Patent Citations (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
DE19750154A1 (de) * 1996-11-14 1998-05-28 Teijin Ltd Hölzerne Struktur

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Also Published As

Publication number Publication date
ES2151433B1 (es) 2001-11-16
AU1659600A (en) 2000-07-03
EP1063365A1 (fr) 2000-12-27
ES2151433A1 (es) 2000-12-16
BR9907843A (pt) 2001-12-18
CA2320340A1 (fr) 2000-06-22

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