CA2663093A1 - Top-chord bearing wooden joist and method - Google Patents

Top-chord bearing wooden joist and method Download PDF

Info

Publication number
CA2663093A1
CA2663093A1 CA 2663093 CA2663093A CA2663093A1 CA 2663093 A1 CA2663093 A1 CA 2663093A1 CA 2663093 CA2663093 CA 2663093 CA 2663093 A CA2663093 A CA 2663093A CA 2663093 A1 CA2663093 A1 CA 2663093A1
Authority
CA
Canada
Prior art keywords
wooden
joist
chord
post
main section
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.)
Granted
Application number
CA 2663093
Other languages
French (fr)
Other versions
CA2663093C (en
Inventor
Andre Lemyre
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.)
Solive Ajouree 2000 Inc
Original Assignee
Solive Ajouree 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
Application filed by Solive Ajouree 2000 Inc filed Critical Solive Ajouree 2000 Inc
Priority to CA2663093A priority Critical patent/CA2663093C/en
Publication of CA2663093A1 publication Critical patent/CA2663093A1/en
Priority to PCT/CA2010/000590 priority patent/WO2010118531A1/en
Application granted granted Critical
Publication of CA2663093C publication Critical patent/CA2663093C/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/16Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with apertured web, e.g. trusses
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/18Joists; 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

Abstract

A wooden joist is described. The joist comprises a wooden top chord, a wooden bottom chord, and 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 one end of the main section comprises a wooden post extending generally perpendicularly between the wooden top chord and the wooden bottom chord and is adjacent to the main section.
A wooden diagonal web extends diagonally from the wooden top chord to the wooden bottom chord. A first set of metal plates is 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 is 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 is in alignment on opposed sides of the wooden joist to connect the wooden top chord to the post. An extension is defined by the wooden top chord extending beyond the diagonal web at an end of the wooden joist. The wooden joist is adapted to be in a top-chord bearing relation with a beam by the extension being on top of the beam.

Claims (20)

1. 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 the post; and an extension defined by the wooden top chord extending beyond the diagonal web at an end of the wooden joist;
whereby the wooden joist is adapted to be in a top-chord bearing relation with a beam by the extension being on top of the beam.
2. The wooden joist according to claim 1, further comprising 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.
3. The wooden joist according to claim 1, further comprising a second post 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.
4. The wooden joist according to claim 3, further comprising 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.
5. The wooden joist according to claim 1, further comprising 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.
6. The wooden joist according to claim 1, wherein 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.
7. The wooden joist according to claim 1, wherein 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.
8. The wooden joist according to claim 1, wherein at least one of the wooden post and the wooden diagonal web has a twin member in side-by-side relation along the joist.
9. The wooden joist according to claim 1, further comprising one of the end configuration at each end of the main section, whereby the wooden joist is in top-chord bearing relations with beams at each end.
10. 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 plates in alignment on opposed sides of the wooden joist to connect the wooden top chord to the diagonal web and to the first post;
a second set of metal plates in alignment on opposed sides of the wooden joist to connect the diagonal web and the second 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 the second post;
a fourth set of metal plates in alignment on opposed sides of the wooden joist to connect the wooden bottom chord to the first post; and an extension defined by the wooden top chord extending beyond the second post at an end of the wooden joist;
whereby the wooden joist is adapted to be in a top-chord bearing relation with a beam by the extension being on top of the beam.
11. The wooden joist according to claim 10, further comprising 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.
12. The wooden joist according to claim 10, further comprising 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.
13. The wooden joist according to claim 10, wherein 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.
14. The wooden joist according to claim 10, wherein 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.
15. The wooden joist according to claim 10, wherein 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.
16. The wooden joist according to claim 10, further comprising one of the end configuration at each end of the main section, whereby the wooden joist is in top-chord bearing relations with beams at each end.
17. 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 extending beyond the post at an end of the wooden joist;
whereby the wooden joist is adapted to be in a top-chord bearing relation with a beam by the extension being on top of the beam.
18. The wooden joist according to claim 17, wherein 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.
19. The wooden joist according to claim 17, wherein the post has a twin member in side-by-side relation along the joist.
20. The wooden joist according to claim 17, further comprising one of the end configuration at each end of the main section, whereby the wooden joist is in top-chord bearing relations with beams at each end.
CA2663093A 2009-04-16 2009-04-16 Top-chord bearing wooden joist and method Active CA2663093C (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CA2663093A CA2663093C (en) 2009-04-16 2009-04-16 Top-chord bearing wooden joist and method
PCT/CA2010/000590 WO2010118531A1 (en) 2009-04-16 2010-04-15 Top-chord bearing wooden joist and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CA2663093A CA2663093C (en) 2009-04-16 2009-04-16 Top-chord bearing wooden joist and method

Publications (2)

Publication Number Publication Date
CA2663093A1 true CA2663093A1 (en) 2009-07-09
CA2663093C CA2663093C (en) 2010-06-01

Family

ID=40848366

Family Applications (1)

Application Number Title Priority Date Filing Date
CA2663093A Active CA2663093C (en) 2009-04-16 2009-04-16 Top-chord bearing wooden joist and method

Country Status (1)

Country Link
CA (1) CA2663093C (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8769910B2 (en) 2010-06-10 2014-07-08 Poutrelles Modernes, Ltee Top-chord bearing joist
US9896844B2 (en) 2015-07-16 2018-02-20 Les Chantiers De Chibougamau Ltée I-joists and method of fabrication thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8769910B2 (en) 2010-06-10 2014-07-08 Poutrelles Modernes, Ltee Top-chord bearing joist
US9896844B2 (en) 2015-07-16 2018-02-20 Les Chantiers De Chibougamau Ltée I-joists and method of fabrication thereof

Also Published As

Publication number Publication date
CA2663093C (en) 2010-06-01

Similar Documents

Publication Publication Date Title
CN109853739B (en) Assembled steel-wood combined node
WO2008124351A3 (en) Methods and systems for composite structural truss
CN101672077A (en) Bending restraining type shear wall with slideable stiffening shaped steel and internally embedded steel plate
ATE539206T1 (en) USE OF A BUILDING WALL ELEMENT AND A WOOD LAYER COMPOSITE BOARD
CN103061418A (en) Continuous variable-stiffness shear key type steel-concrete joint section
US8122676B2 (en) Top-chord bearing wooden joist
JP5464350B2 (en) Wooden bridge using prestressed wood deck
US8166724B2 (en) Top-chord bearing wooden joist and method
US7805910B2 (en) Fixing device and method
WO2010118531A1 (en) Top-chord bearing wooden joist and method
CA2663093A1 (en) Top-chord bearing wooden joist and method
CA1182266A (en) Service girder of wood as well as a process for the manufacture thereof
CN113719012A (en) Shearing-resistant orthogonal laminated wood-concrete combined floor slab
CA2654720A1 (en) Top-chord bearing wooden joist and method
CN104863269A (en) Primary and secondary beam rigid connection joint for wave web steel structure
CN210049396U (en) Connecting component of assembly type building structure
CN204823746U (en) Crane girder tip structure
CA3054612A1 (en) Composite wood arrangement and method for manufacturing said arrangement
CN202577127U (en) Truss structure of combination bridge girder
CN203188120U (en) Main girder structure of truss type bridge girder erection machine and trussed type bridge girder erection machine
US8769910B2 (en) Top-chord bearing joist
BE1019061A3 (en) WOODEN BALK-SHAPED ELEMENT AND PANEL SHAPED FROM SUCH ELEMENTS.
CN217128670U (en) Compound floor of steel construction and assembled building
CN207878259U (en) A kind of laminated wood steel construction mixing shelter bridge
CN205116559U (en) Structure is assembled to H shaped steel post pre -compaction bending resistance type

Legal Events

Date Code Title Description
EEER Examination request