+

WO2010118531A1 - Solive en bois supportant une membrure supérieure et procédé - Google Patents

Solive en bois supportant une membrure supérieure et procédé Download PDF

Info

Publication number
WO2010118531A1
WO2010118531A1 PCT/CA2010/000590 CA2010000590W WO2010118531A1 WO 2010118531 A1 WO2010118531 A1 WO 2010118531A1 CA 2010000590 W CA2010000590 W CA 2010000590W WO 2010118531 A1 WO2010118531 A1 WO 2010118531A1
Authority
WO
WIPO (PCT)
Prior art keywords
wooden
joist
chord
post
top chord
Prior art date
Application number
PCT/CA2010/000590
Other languages
English (en)
Inventor
André LEMYRE
Original Assignee
Solive Ajourée 2000 Inc.
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
Priority claimed from CA2663093A external-priority patent/CA2663093C/fr
Priority claimed from US12/424,937 external-priority patent/US8122676B2/en
Application filed by Solive Ajourée 2000 Inc. filed Critical Solive Ajourée 2000 Inc.
Publication of WO2010118531A1 publication Critical patent/WO2010118531A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/18—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with metal or other reinforcements or tensioning members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/14—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web

Definitions

  • the present application relates to wooden joists and, more particularly, to a wooden joist used in a top- chord bearing configuration.
  • Wooden joists are horizontal supporting members that run from wall to wall, wall to beam, or beam to beam to support a ceiling, roof or floor. Wooden joists have a pair of horizontal chords, interrelated by a board in an I- joist configuration, or by V-shaped webs, in an open- joist or joist configuration.
  • hangers are used to interrelate the joists to the beams .
  • Hangers are brackets that are secured to the beam, and that define a U-shaped so as to support an end of a joist.
  • Hangers are costly items, and require a non- negligible amount of skilled manpower to use.
  • Some wooden joists are used in a top-chord bearing configuration. In this configuration, the top chord has an extension projecting beyond the bottom chord at an end of the joist. The extension is seated on top of a beam, when the joist is transversely positioned on a beam.
  • all-wooden joists are not used in a top-chord bearing configuration.
  • the top-chord bearing configuration is used with open joists in which the webs are metal, or in open joists in which metal square plates interface the wooden webs to the chords . Both these open joists are relatively expensive as they use numerous metal components .
  • a wooden joist comprising: a wooden top chord; a wooden bottom chord; a main section comprising at least one of wooden boards and wooden webs adhesively connected to the wooden top chord and to the wooden bottom chord to form at least one of an I-joist subsection and an open-joist subsection along the main section of the wooden joist; an end configuration at at least one end of the main section, comprising: a wooden post extending generally perpendicularly between the wooden top chord and the wooden bottom chord and being adjacent to the main section,- a wooden diagonal web extending diagonally from the wooden top chord to the wooden bottom chord; a first set of metal plates in alignment on opposed sides of the wooden joist to connect the wooden top chord to the diagonal web; a second set of metal plates in alignment on opposed sides of the wooden joist to connect the diagonal web and the post to the bottom chord; a third set of metal plates in alignment on opposed sides of the wooden joist to connect the wooden top chord to
  • a block positioned on an undersurface of the extension, with the first set of metal plates connecting the wooden top chord, the diagonal web and the block, whereby the wooden joist is adapted to be in a top-chord bearing relation with the beam by the block being between the extension and the beam.
  • a second post is provided, extending generally perpendicularly between the wooden top chord and the wooden bottom chord at an end of the bottom chord, with the first set of metal plates connecting the wooden top chord, the diagonal web and the second post.
  • a block positioned on an undersurface of the extension, with the first set of metal plates connecting the wooden top chord, the diagonal web, the second post and the block, whereby the wooden joist is adapted to be in a top- chord bearing relation with the beam by the block being between the extension and the beam.
  • a second wooden top chord positioned against an undersurface of the top chord, and extending from the post to an end of the extension, with the first set of metal plates connecting the wooden top chord, the second top chord and the diagonal web, and the third set of metal plates connecting the wooden top chord, the second top chord and the post .
  • the main section has an I-joist subsection at an end of the wooden joist opposite from the end configuration, the I-joist subsection having a portion thereof removed, such that the wooden joist has a selected length.
  • the main section has an I-joist subsection adjacent to the end configuration, the I-joist subsection having a portion of wooden boards removed prior to the end configuration being installed in the wooden joist, such that the wooden joist has a selected length.
  • At least one of the wooden post and the wooden diagonal web has a twin member in side-by-side relation along the joist.
  • a wooden joist comprising: a wooden top chord; a wooden bottom chord; a main section comprising at least one of wooden boards and wooden webs adhesively connected to the wooden top chord and to the wooden bottom chord to form at least one of an I-joist subsection and an open-joist subsection along the main section of the wooden joist; an end configuration at at least one end of the main section, comprising: a first wooden post extending generally perpendicularly between the wooden top chord and the wooden bottom chord and being adjacent to the main section; a wooden diagonal web extending diagonally from the wooden top chord to the wooden bottom chord; a wooden second post extending generally perpendicularly from the wooden top chord to the wooden bottom chord at an end of the bottom chord; a first set of metal
  • a block positioned on an undersurface of the extension, with the third set of metal plates connecting the wooden top chord, the second post and the block, whereby the wooden joist is adapted to be in a top-chord bearing relation with the beam by the block being between the extension and the beam.
  • a second wooden top chord positioned against an undersurface of the top chord, and extending from the first post to an end of the extension, with the first set of metal plates connecting the wooden top chord, the second top chord, the diagonal web, and the first post, and the third set of metal plates connecting the wooden top chord, the second top chord and the second post.
  • the main section has an I- joist subsection at an end of the wooden joist opposite from the end configuration, the I- joist subsection having a portion thereof removed, such that the wooden joist has a selected length.
  • the main section has an I- joist subsection adjacent to the end configuration, the I-joist subsection having a portion of wooden boards removed prior to the end configuration being installed in the wooden joist, such that the wooden joist has a selected length.
  • At least one of the first post, the second post and the diagonal web has a twin member in side -by- side relation along the joist.
  • a wooden joist comprising: a wooden top chord; a wooden bottom chord; a main section comprising at least wooden boards adhesively connected to the wooden top chord and to the wooden bottom chord to form at least an I-joist subsection along the main section of the wooden joist; an end configuration at at least one end of the main section, comprising: a wooden post extending generally perpendicularly between the wooden top chord and the wooden bottom chord and being adjacent to the I-joist subsection of the main section; a first set of metal plates in alignment on opposed sides of the wooden joist to connect the wooden top chord to the wooden post; a second set of metal plates in alignment on opposed sides of the wooden joist to connect the post to the bottom chord; and an extension defined by the wooden top chord
  • the main section has an I-joist subsection at an end of the wooden joist opposite from the end configuration, the I- joist subsection having a portion thereof removed, such that the wooden joist has a selected length.
  • the post has a twin member in side-by- side relation along the joist.
  • one of the end configuration is provided at each end of the main section, whereby the wooden joist is in top- chord bearing relations with beams at each end.
  • Fig. 1 is a schematic view of a joist-end configuration in accordance with a first embodiment of the present disclosure, the first joist-end configuration being adjacent to an open-joist section of a joist;
  • Fig- 2 is a schematic view of the joist-end configuration of Fig. 1, as adjacent to an I-joist section of a joist,-
  • Fig. 3 is a schematic view of the joist-end configuration of Fig. 1, with a support block;
  • FIG. 4 is a schematic view of the joist-end configuration of Fig. 3, as adjacent to an I-joist section of a joist;
  • FIG. 5 is a schematic view of the joist-end configuration of Fig. 3, with a secondary post;
  • FIG. 6 is schematic view of the joist-end configuration of Fig. 1, as adjacent to an I-joist section of a joist;
  • Fig. 7 is a schematic view of the joist-end configuration of Fig. 5, with a support block;
  • Fig. 8 is a schematic view of the joist-end configuration of Fig. 7, as adjacent to an I-joist section of a joist;
  • Fig. 9 is a schematic view of the first joist-end configuration of Fig. 1, with a secondary top chord;
  • Fig. 10 is a schematic view of the joist-end configuration of Fig. 9, as adjacent to an I-joist section of a joist;
  • Fig. 11 is a schematic view of the joist-end configuration of Fig. 9, with a longer secondary top chord;
  • FIG. 12 is a schematic view of a joist-end configuration in accordance with another embodiment of the present disclosure, the joist-end configuration being adjacent to an open-joist section of a joist;
  • Fig. 13 is a schematic view of the joist-end configuration of Fig. 12, as adjacent to an I-joist section of a joist;
  • Fig. 14 is a schematic view of the joist-end configuration of Fig. 12, with a support block;
  • FIG. 15 is schematic view of the joist-end configuration of Fig. 14, as adjacent to an I-joist section of a joist;
  • FIG. 16 is a schematic view of a joist-end configuration in accordance with yet another embodiment of the present disclosure, the joist-end configuration being adjacent to an I-joist section of a joist;
  • Fig. 17 is a longitudinal view of a joist with the joist-end configuration of Fig. 2 at one end;
  • Fig. 18 is a longitudinal view of a joist with the joist-end configuration of Fig. 7 at one end;
  • Fig. 19 is a longitudinal view of an I-joist section with the joist-end configurations of Fig. 2 at both ends ;
  • Fig. 20 is a longitudinal view of an I-joist section with the joist-end configuration of Fig. 10 at one end.
  • joist-end configurations are illustrated at the ends of joists comprising a top chord 1, a bottom chord 2, and a main section of joist comprising at least one of an open-joist subsection of wooden webs 3 (Fig. 1), and an I-joist subsection of wooden boards 4 (Fig. 2) .
  • Reference numerals 1 to 4 are used hereinafter to refer to these components.
  • the joists of Figs. 1-19 are said to be all-wooden, in that the top chord 1, the bottom chord 2, the open- joist subsection of wooden webs 3 and the I-joist subsection of wooden boards 4 are interconnected by an adhesive, and complementary joints (e.g., finger joints) .
  • a first joist-end configuration is illustrated at 10, at the end of an open- joist section of a joist.
  • the first joist-end configuration 10 has a diagonal 11 (a.k.a., an end web) and a post 12 (i.e., column) between the top chord 1 and the bottom chord 2.
  • the diagonal 11 is connected to the top chord 1 by a first set 13 of metal plates (one shown, but with one on each side of the top chord 1) .
  • the diagonal 11 and the post 12 intersect at the bottom chord 2, with a second set 14 of metal plates (one shown) connecting the bottom chord 2, the diagonal 11 and a bottom end of the post 12.
  • the diagonal 11 has a double-cut end so as to have a first surface in planar contact with the bottom chord 12, and a second surface in planar contact with the post 12.
  • a top end of the post 12 is connected to the top chord 1 by a third set 15 of metal plates.
  • the sets of metal plates are shown as being transparent throughout Figs. 1 to 10.
  • the metal plates of the sets 13, 14 and 15 and all other sets described hereinafter are of the type having serrated surfaces that will grip into the wooden components when pressed against them.
  • the metal plates (which may be a plurality of sub-plates) are paired up such that metal plates are in alignment on opposed sides of the chords 1 and 2.
  • the sets 13, 14 and 15 may have any suitable dimension.
  • the various wooden components of the joist-end configurations described above and hereinafter, such as the diagonal 11 and the post 12 have the same width as the top chord 1 and the bottom chord 2, for the metal plates to form a planar joint when connecting such pieces. It is not required to use adhesives to connect the wooden components with the top chord 1 and the bottom chord 2, when metal plates are used.
  • the diagonal 11 is connected to the top chord 1 adjacent to an end thereof, thereby defining an extension 16 (i.e., a bearing extension) .
  • the extension 16 is the interface of the top chord 1 with beam A when the joist is in a top- chord bearing relation with the beam A, as illustrated in Fig. 1. Accordingly, by the diagonal 11 being adjacent to the extension 16, the joist-end configuration 10 has the diagonal 11 in tension.
  • a joist-end configuration is shown at 20, and is similar to the joist-end configuration 10 of Fig. 1, whereby like elements will bear like reference numerals.
  • a difference between the joist-end configurations 10 and 20 is that the joist-end configuration 20 is adjacent to an I-joist section of the joist, as opposed to an open- joist section for the joist-end configuration 10.
  • the joist-end configuration 20 therefore also has the diagonal 11 in tension.
  • a joist-end configuration is shown at 30, and is similar to the joist-end configuration 10 of Fig. 1, whereby like elements will bear like reference numerals.
  • a difference between the joist-end configurations 10 and 30 is that the joist-end configuration 30 has a support block 31.
  • the support block 31 is connected to the top chord 1 by the first set 13 of metal plates, and interfaces the top chord 1 to the beam A when the joist is in the top-chord bearing relation with the beam A.
  • the joist-end configuration 30 advantageously has the set 13 of metal plates above the bearing interface between the beam A and the support block 31. This configuration increases the capacity of the joist.
  • a joist-end configuration is shown at 40, and is similar to the joist -end configuration 30 of Fig. 3, whereby like elements will bear like reference numerals.
  • a difference between the joist-end configurations 30 and 40 is that the joist-end configuration 40 is adjacent to an I-joist section of the joist, as opposed to an open- joist section for the joist-end configuration 30.
  • a joist -end configuration is shown at 50, and is similar to the joist-end configuration 10 of Fig. 1, whereby like elements will bear like reference numerals.
  • the joist-end configuration 50 has a second post 51.
  • the second post 51 is connected to the top chord 1 at an intersection with the diagonal 11, whereby the top chord 1, the diagonal 11 and the second post 51 are interconnected by the first set 13 of metal plates.
  • the second post 51 is connected to the bottom chord 2 by a fourth set 52 of metal plates. Accordingly, the second post 51 has the same width as the top chord 1, the bottom chord 2, the diagonal 11 and the post 12. Because of the second post 51, the first set 13 of metal plates have a greater gripping surface with wooden components of the joist, thereby increasing the capacity of the joist.
  • a joist-end configuration is shown at 60, and is similar to the joist-end configuration 50 of Fig. 5, whereby like elements will bear like reference numerals.
  • a difference between the joist-end configurations 50 and 60 is that the joist-end configuration 60 is adjacent to an I-joist section of the joist, as opposed to an open- joist section for the joist-end configuration 50.
  • a joist-end configuration is shown at 70 is similar to the joint-end configurations 30 (Fig. 3) and 50 (Fig. 5), whereby like elements will bear like reference numerals.
  • the joist-end configuration 70 has the support block 31 and the second post 51, as well as the appropriate sets of metal plates to interconnect these wooden components to a remainder of the joist.
  • the joist-end configuration 70 therefore benefits in terms of capacity from the presence of the support block 31 and of the second post 51.
  • a joist-end configuration is shown at 80, and is similar to the joist-end configuration 70 of Fig. 7, whereby like elements will bear like reference numerals.
  • a difference between the joist-end configurations 70 and 80 is that the joist-end configuration 80 is adjacent to an I-joist section of the joist, as opposed to an open- joist section for the joist-end configuration 70.
  • a joist-end configuration is shown at 90, and is similar to the joist-end configuration 10 of Fig. 1, whereby like elements will bear like reference numerals.
  • the joist-end configuration 90 has a secondary top chord 91.
  • the secondary top chord 91 is connected against an undersurface of the top chord 1, from extends along the joist from the post 12 to the extension 16.
  • the sets 13 of metal plates connect the top chord 1, the diagonal 11 and the secondary top chord 91.
  • the sets 15 of metal plates connect the top chord 1, the top end of the post 12 and the secondary top chord 91.
  • the secondary top chord 91 lies on the beam A when the joist is in top-chord bearing relation with the beam A.
  • the addition of the secondary top chord 91 increases the capacity of the joist.
  • a joist-end configuration is shown at 100 , and is similar to the joist-end configuration 90 of Fig. 9, whereby like elements will bear like reference numerals.
  • a joist-end configuration is shown at 110, and is similar to the joist-end configuration 90 of Fig. 9, whereby like elements will bear like reference numerals.
  • the portion of the top chord 1 extending from the post 12 to the extension 16 is longer than that of the joist-end configuration 90 of Fig. 1. Accordingly, the diagonal 11 and secondary top chord 111 are longer than the joist-end configurations of Figs. 1 to 10.
  • the sets 14 and 15 of metal plates do not connect the post 12 to the top chord 1 and to the bottom chord 2, as chords 1 and 2 are wider than the post 12.
  • the joist-end configuration 110 may be used adjacent to I-joist sections .
  • the diagonal 11 connects to the top chord 1 adjacent to the beam A, and connects to the bottom chord 2 adjacent to the post 12.
  • a joist-end configuration 120 is similar to the joist-end configuration 10 of Fig. 1, whereby like elements will bear like reference numerals.
  • diagonal 11' connects to the top chord 1 adjacent to the post 12, by the set 13 of metal plates interconnecting the three components .
  • the secondary post 51 is connected to the bottom chord 2 by the set 14 of metal plates, and is connected to the top chord 1 by a fourth set 121 of metal plates.
  • the post 12 is connected to the bottom chord 2 by set 15' of metal plates. Because of the orientation of the diagonal 11' , the joist- end configuration 120 has smaller metal plates than for a different orientation of diagonal, thereby representing lesser costs.
  • a joist-end configuration is shown at 130, and is similar to the joist-end configuration 120 of Fig. 12, whereby like elements will bear like reference numerals.
  • a difference between the joist-end configurations 120 and 130 is that the joist-end configuration 130 is adjacent to an I-joist section of the joist, as opposed to an open-joist section for the joist-end configuration 120.
  • a joist-end configuration 140 is similar to the joist-end configuration 120 of Fig. 12, whereby like elements will bear like reference numerals.
  • a difference between the joist-end configurations 120 and 140 is the use of the support block 31 has interface between the beam A and the top chord 1.
  • the joist-end configuration 140 advantageously has the fourth set 121 of metal plates above the bearing interface between the beam A and the support block 31. This configuration increases the capacity of the joist.
  • a joist-end configuration is shown at 150, and is similar to the joist-end configuration 140 of Fig. 14, whereby like elements will bear like reference numerals.
  • a difference between the joist-end configurations 140 and 150 is that the joist-end configuration 150 is adjacent to an I-joist section of the joist, as opposed to an open-joist section for the joist-end configuration 140.
  • the bottom chord 2, the diagonals 11/11' the vertical posts 12 and the second posts 51 may all have a secondary twin member, as the top chord 1 does with the secondary top chord 91 (in Fig. 9) . Secondary- twin members would increase the capacity of the joist.
  • FIG. 16 another joist-end configuration is illustrated at 160, with reference to reference numerals used previously for similar elements of the other joist-end configurations. In the joist-end configuration 160, there is no diagonal, but rather a single vertical post 12 connected to the bottom chord 2 by a set 161 of metal plates.
  • a joist 170 has the joist-end configuration 10 (amongst all other possibilities) in top- chord bearing relation with the beam A, whereas another end is in a bottom- chord bearing relation with beam B. Adjustments to the length of the joist 170 are made by removing a given length of the wooden panels 4 of the I- joist subsection, to then add the various elements of the configuration 10. This is typically done off -site.
  • the joist 180 has the joist- end configuration 70 (amongst all other possibilities) in top-chord bearing relation with beam A.
  • a longitudinal adjustment of the joist 180 may be done on- site by removing an exceeding length of the I-joist subsection.
  • the joists and joist-end configurations described for Figs. 1-16 may be used at both ends of a joist, for the joist to be in top-chord bearing relation at both ends.
  • Fig. 19 illustrates a joist 190 having a set of the joist-end configurations 20 supported by beams A. Any other suitable combination of joist-end configurations is considered.
  • joist 200 has the joist-end configuration 100 in top-chord bearing relation with beam A.
  • the joist 200 is an I-joist that is in a bottom-chord bearing relation with beam B at the other end. Accordingly, a portion of the I-joist section may be removed prior to installation, for the joist 200 to have a selected length. Although not illustrated, it is pointed out that both ends of the joist 200 may each have the joist-end configuration 100.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)

Abstract

L'invention porte sur une solive en bois. La solive comprend une membrure supérieure en bois, une membrure inférieure en bois, et une section principale comprenant au moins l'un parmi des plaques en bois et des âmes en bois reliées par adhérence à la membrure supérieure en bois et à la membrure inférieure en bois de façon à former au moins l'une parmi une sous-section de solive en I et une sous-section de solive ouverte le long de la section principale de la section en bois. Une configuration d'extrémité à une extrémité de la section principale comprend un poteau en bois s'étendant globalement perpendiculairement entre la membrure supérieure en bois et la membrure inférieure en bois, et est adjacente à la section principale. Une âme diagonale en bois s'étend en diagonal de la membrure supérieure en bois à la membrure inférieure en bois. Un premier ensemble de plaques métalliques est en alignement sur des côtés opposés de la membrure en bois de façon à relier la membrure supérieure en bois à l'âme diagonale. Un deuxième ensemble de plaques métalliques est en alignement sur des côtés opposés de la solive en bois afin de relier l'âme diagonale et le poteau à la membrure inférieure. Un troisième ensemble de plaques métalliques est en alignement sur des côtés opposés de la solive en bois afin de relier la membrure supérieure en bois au poteau. Une extension est définie par la membrure supérieure en bois qui s'étend au-delà de l'âme diagonale à une extrémité de la solive en bois. La solive en bois est apte à être dans une relation de support de membrure supérieure avec une poutre par l'extension qui se trouve au sommet de la poutre.
PCT/CA2010/000590 2009-04-16 2010-04-15 Solive en bois supportant une membrure supérieure et procédé WO2010118531A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
CA2663093A CA2663093C (fr) 2009-04-16 2009-04-16 Solive en bois porteuse a membrures superieures et methode
US12/424,937 US8122676B2 (en) 2009-04-16 2009-04-16 Top-chord bearing wooden joist
US12/424,937 2009-04-16
CA2,663,093 2009-04-16

Publications (1)

Publication Number Publication Date
WO2010118531A1 true WO2010118531A1 (fr) 2010-10-21

Family

ID=42982093

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CA2010/000590 WO2010118531A1 (fr) 2009-04-16 2010-04-15 Solive en bois supportant une membrure supérieure et procédé

Country Status (1)

Country Link
WO (1) WO2010118531A1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8122676B2 (en) * 2009-04-16 2012-02-28 Solive Ajouree 2000 Inc. Top-chord bearing wooden joist
GB2516040A (en) * 2013-07-08 2015-01-14 Ecos Maclean Ltd Structural Frame
WO2016024040A1 (fr) * 2014-08-11 2016-02-18 Patenttitoimisto T. Poutanen Oy Treillis en bois collé
WO2016024039A1 (fr) * 2014-08-11 2016-02-18 Patenttitoimisto T. Poutanen Oy Nœud de treillis en bois
US11220821B2 (en) 2020-05-04 2022-01-11 Patenttitoimisto T. Poutanen Oy Glued timber trussed joist, joint and method
EP4497887A1 (fr) * 2023-07-26 2025-01-29 Illinois Tool Works Inc. Poutrelle en bois

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4349996A (en) * 1980-04-24 1982-09-21 Armco Inc. Integrated roof system
US4630424A (en) * 1984-09-14 1986-12-23 Lumbermate Company Top hung truss
US5592800A (en) * 1995-01-20 1997-01-14 Truswal Systems Corporation Truss with adjustable ends and metal web connectors
US5867963A (en) * 1997-09-23 1999-02-09 Truswal Systems Corporation Trimmable truss apparatus

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4349996A (en) * 1980-04-24 1982-09-21 Armco Inc. Integrated roof system
US4630424A (en) * 1984-09-14 1986-12-23 Lumbermate Company Top hung truss
US5592800A (en) * 1995-01-20 1997-01-14 Truswal Systems Corporation Truss with adjustable ends and metal web connectors
US5867963A (en) * 1997-09-23 1999-02-09 Truswal Systems Corporation Trimmable truss apparatus

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8122676B2 (en) * 2009-04-16 2012-02-28 Solive Ajouree 2000 Inc. Top-chord bearing wooden joist
GB2516040A (en) * 2013-07-08 2015-01-14 Ecos Maclean Ltd Structural Frame
WO2016024040A1 (fr) * 2014-08-11 2016-02-18 Patenttitoimisto T. Poutanen Oy Treillis en bois collé
WO2016024039A1 (fr) * 2014-08-11 2016-02-18 Patenttitoimisto T. Poutanen Oy Nœud de treillis en bois
EP3180482A4 (fr) * 2014-08-11 2018-04-04 Patenttitoimisto T. Poutanen Oy Treillis en bois collé
US11680405B2 (en) 2014-08-11 2023-06-20 Patenttitoimisto T. Poutanen Oy Glued timber truss
US11220821B2 (en) 2020-05-04 2022-01-11 Patenttitoimisto T. Poutanen Oy Glued timber trussed joist, joint and method
EP4497887A1 (fr) * 2023-07-26 2025-01-29 Illinois Tool Works Inc. Poutrelle en bois
GB2632151A (en) * 2023-07-26 2025-01-29 Illinois Tool Works Timber joist

Similar Documents

Publication Publication Date Title
US8122676B2 (en) Top-chord bearing wooden joist
WO2010118531A1 (fr) Solive en bois supportant une membrure supérieure et procédé
CN104963407A (zh) 一种房屋结构及其构建方法
US5301486A (en) Bracing system
WO2008124351A3 (fr) Procédés et systèmes pour treillis structurel composite
CN201148667Y (zh) 冷弯薄壁型钢多层交错桁架体系
CA2663093C (fr) Solive en bois porteuse a membrures superieures et methode
CA3054612A1 (fr) Agencement de bois composite et methode de fabricationtion
JP6093798B2 (ja) 垂木の継手構造
CN102425251A (zh) 一种新型的木框架剪力墙
JP4614151B1 (ja) 木製トラス梁構造体
CA2706104C (fr) Solive porteuse a membrures superieures
CN108035469A (zh) 空间箱形旋切板胶合木正交胶合木组合楼盖及其制造方法
CN210049396U (zh) 一种装配式建筑结构的连接构件
WO2002064904A1 (fr) Poutrelle de bois structurale
CN206299022U (zh) 一种基于桁架原竹骨架组合楼板
US20020148192A1 (en) Structural wooden joist
CA2654720A1 (fr) Solive en bois porteuse a membrures superieures et methode
JP7031818B2 (ja) 集成材及び集成材の固定構造
AU2021200695B2 (en) Composite Timber Components
CN215211792U (zh) 一种装配式钢结构肋板
JP2018178655A (ja) 小屋面構造
CA2322364C (fr) Solive en bois de charpente
CN206385724U (zh) 一种木桁架
US20240263450A1 (en) Composite Floor Beam

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 10764029

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 10764029

Country of ref document: EP

Kind code of ref document: A1

点击 这是indexloc提供的php浏览器服务，不要输入任何密码和下载