WO2010037871A1 - Système d'assemblage structural par emboîtement - Google Patents

Système d'assemblage structural par emboîtement Download PDF

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Publication number
WO2010037871A1
WO2010037871A1 PCT/ES2008/000619 ES2008000619W WO2010037871A1 WO 2010037871 A1 WO2010037871 A1 WO 2010037871A1 ES 2008000619 W ES2008000619 W ES 2008000619W WO 2010037871 A1 WO2010037871 A1 WO 2010037871A1
Authority
WO
WIPO (PCT)
Prior art keywords
prismatic elements
recess
elements
prismatic
beams
Prior art date
Application number
PCT/ES2008/000619
Other languages
English (en)
Spanish (es)
Inventor
Servulo Izquierdo Sevilla
Original Assignee
Medieval Style, S.L.
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 Medieval Style, S.L. filed Critical Medieval Style, S.L.
Priority to EP08877121.7A priority Critical patent/EP2345768A4/fr
Priority to PCT/ES2008/000619 priority patent/WO2010037871A1/fr
Publication of WO2010037871A1 publication Critical patent/WO2010037871A1/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
    • 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
    • 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
    • E04B2001/262—Connection node with interlocking of specially shaped wooden members, e.g. puzzle type connection
    • 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
    • E04B2001/2664—Connections specially adapted therefor using a removable key

Definitions

  • the present invention relates to a structural assembling system for lace, applicable in the construction of structures based on beams and pillars formed by prismatic elements of wood, plastic, resins or other similar materials.
  • the structure of the roof has a flat configuration, which makes it possible to simplify the assembly of the trusses, however, when a roof structure with two or more waters is desired, this structure it is noticeably complicated, especially in what refers to Ia clamping the ridge beams arranged in correspondence with the edges or convergence zone of the surfaces corresponding to different waters or falls of the roof, being necessary in some cases to resort to the use of central pillars for the support of the upper ends of said ridge beams, said pillars constituting a hindrance during the use of the pergola or construction, and in other cases to the use of lower, horizontal trusses for the support of the ridge beams by means of vertical supports, which practically doubles the number of beams necessary to use the cover.
  • the structural assembling system for fittings object of this invention has constructive particularities oriented to allow the fitting and assembly of prismatic elements, at opposite ends, to form pillars or beams of greater length than said prismatic elements, and Obtaining an easy assembly to assemble and presenting a resistance similar to that of any other section of the beam or pillar obtained.
  • the aforementioned structural reinforcement system allows additionally to establish a coaxial or angled joint of the prismatic elements to respectively form straight beams or pillars or ridge beams that define an angle to each other, presenting the joint, also in the latter case, a resistance that It allows the construction of roof structures without central support pillars.
  • this system comprises prismatic elements of shorter length than the beam or pillar to be formed, which have identical configurations for their coupling at the opposite ends, said opposite ends comprising: - a lateral recess that it affects half the thickness of the prismatic element and is delimited by a posterior plane that forms a first acute angle (a) with a longitudinal plane, perpendicular to the bottom of the lateral recess and a second acute angle (b) with the plane corresponding to the bottom of recess - an outstanding appendix corresponding to the other half of the thickness of the prismatic element and presenting a configuration complementary to that of said recess; defining the appendages and recesses of the prismatic elements, in the position of mutual coupling, two wedges or locking zones in two transverse directions with respect to the prismatic element and perpendicular to each other.
  • the extreme configuration of the prismatic elements allows a quick and easy coupling, without the intervention of screws or anchor plates.
  • the inclination of the rear surface of the lateral recesses with respect to a longitudinal plane and to the bottom of the recess, and the complementary configuration of the protruding appendix determines that when subjecting the coupling to a compression or flexural stress, the protruding appendages exert pressure against the posterior surface of the recess of the other prismatic element and tend to approach laterally, working the entire section of the joint.
  • the lateral recesses of the Prismatic elements have an isosceles trapecial configuration and the protruding appendages have a longitudinal chamfering at their inclined end which defines in said appendages a configuration complementary to that of the hollow delimited by the bottom and the posterior plane of the recess; the prismatic elements being arranged, in the coupling position, mutually facing and aligned longitudinally, forming a beam or a straight pillar.
  • the lateral recesses of the prismatic elements have a rhomboidal configuration and the protruding appendages have a chamfered protrusion on the longitudinal side which defines in said appendages a complementary configuration to that of the hollow delimited by the bottom and the posterior plane of the recess; forming the prismatic elements in the coupling position ridge beams that define an inverted "V" angle to each other.
  • the protruding appendages have in their central area at least one transverse hole for mounting a retention pin in the longitudinal direction of the prismatic elements in the coupling position. The purpose of this pin is to prevent that the prismatic elements coupled by the opposite ends can be distanced longitudinally in case of being subjected to a tensile stress, since this separation would cause the release of the coupling.
  • the prismatic elements have, in correspondence with the transverse mid-plane of the unions described above, recesses for coupling a half-piece of a piece provided with complementary recesses for the lateral retention of the protruding appendages in the coupling position and the conformation of a cross beam or structural elements.
  • the prismatic elements and the lateral retention piece mentioned above, have longitudinal recesses on the facing side surfaces that define a passage for mounting a retention pin in the direction of coupling of the passages.
  • the shaping pieces of the pillars have vertically connected transverse passages at their upper end for the through assembly of inclined ridge beams, horizontal trusses and at least one wedge or thickness for the vertical compression for retention in the mounting position . Description of the figures.
  • FIG. 1 shows a partial perspective view of a structure made with the structural assembling system by fitting object of the invention
  • FIG. 2 shows an elevational view of an embodiment of the two prismatic assembly system provided with two isosceles trapecial recesses and prominences, coupled together, forming a straight beam.
  • - Figure 3 corresponds to a plan view of the previous figure.
  • - Figure 4 shows an exploded view of the prismatic elements of the previous figure.
  • FIG. 7 shows an elevation view of the assembly system of Figure 1, with a lateral retention piece, provided with a complementary recess to that of the longitudinal pieces, fixed in the mounting position by means of a mounted retention pin in longitudinal recesses defined in the opposite lateral surfaces of the prismatic elements and said lateral retention piece.
  • FIG 8 shows a profile view of the previous figure, in which the prismatic elements have been sectioned by a transverse plane.
  • FIG. 9 shows a perspective view of two straight beams, analogous to that represented in Figure 1, perpendicularly coupled to each other by means of the holes defined in the area of union of the respective prismatic elements.
  • FIG. 10 shows an exploded view with the two straight beams of the previous figure with the coupling holes facing each other.
  • FIG. 11 shows an elevation view of a variant embodiment of the two prismatic assembly system provided with two recesses and prominences, in this case rhomboidal, coupled together, forming a ridge beam, angled.
  • FIG. 12 shows a perspective view of the prismatic elements of Figure 10 decoupled.
  • FIG. 13 shows an elevation view of the prismatic elements of figures 11 and 12 decoupled.
  • Figure 14 shows a plan view of any one of the prismatic elements of Figure 12.
  • FIG. 15 shows in exploded detail in perspective of the elements of the structure represented in Figure 1, with the beams and the wedge or solid retention, facing the transverse passages of the pillar.
  • a structure formed by structural elements can be partially observed, such as angled ridge beams (1a) and straight trusses (1b) coupled on a vertical pillar (1c), using the system of structural armed by lace.
  • This system makes it possible to form the beams and pillars (1a, 1b, 1c) by means of prismatic elements (2) of shorter length that have identical configurations at the opposite ends for mutual coupling in opposite positions.
  • the prismatic elements (2) have at their ends lateral recesses (3) that affect approximately half of the thickness of the prismatic element (2), the other half defining the thickness of the prismatic element a Outstanding appendix (4) of configuration would complement that of the aforementioned recess (3).
  • recesses (3) are delimited by a rear plane (5) which, as shown in Figures 5 and 6, forms a first acute angle (a) with a longitudinal plane of the prismatic element (2) and a second acute angle (b) with the plane corresponding to the bottom of the recess (3).
  • the protruding appendages (4) have a complementary configuration to that of the recess (3) that allows the frontal coupling of the prismatic elements (2) as shown in Figures 2 and 3, configuring in the position of mutual coupling two wedges or locking zones in two transverse directions perpendicular to each other.
  • the appendages (4) have a longitudinal chamfering (6) complementary to the gap defined between the back plane (5) and the bottom of the recess (3) at its inclined end.
  • the prismatic elements have, in correspondence with the central area of the protruding appendages, a transverse hole (7) for mounting a retaining pin (8) in the longitudinal direction of the prismatic elements ( 2).
  • the prismatic elements (2) have, in correspondence with the transverse median plane of the protruding appendages (4) recesses (9) for the assembly of a piece (10) provided with a complementary recess (11) for the lateral retention of the protruding appendages (4) in the coupling position and the conformation of a crossing of beams or structural elements as shown in Figures 7 and 8.
  • This piece (10) can be a continuous beam or a beam analogous to that represented in Figure 2, that is, obtained by coupling two prismatic elements (2) provided with the corresponding recesses (3) and protruding coupling appendages, as seen in Figures 9 and 10.
  • said elements have complementary longitudinal recesses (11) on the facing side surfaces that define a cavity for the assembly of a retaining pin (12).
  • the prismatic elements (3) are also provided with holes (7) for mounting a retention pin (8) in the longitudinal direction and recesses (9) for perpendicular coupling of another ridge beam provided in this case of the complementary recess (9) in its lower zone.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

L'invention concerne un système comprenant des éléments prismatiques (2) de longueur inférieure à la poutre (1a, 1b) ou pilier (1c) à former, qui présentent au extrémités opposées des configurations identiques pour leur accouplement, lesdites extrémités opposées comprenant: - un évidement latéral (3) délimité par un plan postérieur (5) qui forme un premier angle aigu (a) avec un plan longitudinal, perpendiculaire au fond de l'évidement latéral (3), et un second angle aigu (b) avec le plan correspondant au fond de l'évidement (3) et, - un appendice saillant (4) qui présente une configuration complémentaire de celle de l'évidement (3) mentionné; les appendices (4) et les évidements (3) des éléments prismatiques (2) définissant, dans la position d'accouplement mutuel, deux cales ou zones de blocage dans deux directions transversales.
PCT/ES2008/000619 2008-10-01 2008-10-01 Système d'assemblage structural par emboîtement WO2010037871A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP08877121.7A EP2345768A4 (fr) 2008-10-01 2008-10-01 Systeme d'assemblage structural par emboitement
PCT/ES2008/000619 WO2010037871A1 (fr) 2008-10-01 2008-10-01 Système d'assemblage structural par emboîtement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/ES2008/000619 WO2010037871A1 (fr) 2008-10-01 2008-10-01 Système d'assemblage structural par emboîtement

Publications (1)

Publication Number Publication Date
WO2010037871A1 true WO2010037871A1 (fr) 2010-04-08

Family

ID=42073019

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ES2008/000619 WO2010037871A1 (fr) 2008-10-01 2008-10-01 Système d'assemblage structural par emboîtement

Country Status (2)

Country Link
EP (1) EP2345768A4 (fr)
WO (1) WO2010037871A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10156067B2 (en) * 2015-12-03 2018-12-18 Clemson University Research Foundation Building framing system
US20240117624A1 (en) * 2022-01-18 2024-04-11 Andre Bonamour du Tartre Half-timbered house in timber-frame construction

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5933806B2 (ja) * 2014-11-25 2016-06-15 伝統建築上総匠の会株式会社 木造軸組における柱と横架材の接合構造

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US218920A (en) * 1879-08-26 Improvement in timber-joints
US4890953A (en) * 1987-07-23 1990-01-02 Malatesta Natale D Wood beam joint and method of forming
US20050225172A1 (en) * 2004-04-12 2005-10-13 Lionel Brightwell Open web trimmable truss with self locking joint
ES2263348A1 (es) * 2004-09-22 2006-12-01 Medieval Style, S.L. Pergola.

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US218920A (en) * 1879-08-26 Improvement in timber-joints
US4890953A (en) * 1987-07-23 1990-01-02 Malatesta Natale D Wood beam joint and method of forming
US20050225172A1 (en) * 2004-04-12 2005-10-13 Lionel Brightwell Open web trimmable truss with self locking joint
ES2263348A1 (es) * 2004-09-22 2006-12-01 Medieval Style, S.L. Pergola.
ES2263348B1 (es) 2004-09-22 2007-10-01 Medieval Style, S.L. Pergola.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP2345768A4 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10156067B2 (en) * 2015-12-03 2018-12-18 Clemson University Research Foundation Building framing system
US20240117624A1 (en) * 2022-01-18 2024-04-11 Andre Bonamour du Tartre Half-timbered house in timber-frame construction

Also Published As

Publication number Publication date
EP2345768A1 (fr) 2011-07-20
EP2345768A4 (fr) 2014-01-22

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