CA3007756A1 - Bonded plate wood trusses - Google Patents

Bonded plate wood trusses Download PDF

Info

Publication number
CA3007756A1
CA3007756A1 CA3007756A CA3007756A CA3007756A1 CA 3007756 A1 CA3007756 A1 CA 3007756A1 CA 3007756 A CA3007756 A CA 3007756A CA 3007756 A CA3007756 A CA 3007756A CA 3007756 A1 CA3007756 A1 CA 3007756A1
Authority
CA
Canada
Prior art keywords
trusses
truss
wood
plate
steel
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
CA3007756A
Other languages
French (fr)
Other versions
CA3007756C (en
Inventor
Ashok Ahuja
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
Priority to CA3007756A priority Critical patent/CA3007756C/en
Publication of CA3007756A1 publication Critical patent/CA3007756A1/en
Application granted granted Critical
Publication of CA3007756C publication Critical patent/CA3007756C/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
    • E04C3/17Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with non-parallel upper and lower edges, e.g. roof trusses

Landscapes

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

Abstract

Bonded truss plates are applied to any side of the truss for the specific placement locations, to provide additional strength to the joint it was designed for and additional load bearing capacity to a structural wooden product. The bonded plate wood trusses provide an innovative method of fixing the weak/crack portion of the trusses by using a steel plate bonded with an adhesive to the steel connectors of trusses. The adhesive bonding provides transfer of axial forces in the wood truss members to provide additional tensile and shear strength than that of the original truss plate which is very crucial for the transfer of the forces and the stability of the joint; and the same may be applied to the broken members of the truss or to repair incorrectly positioned trusses.

Description

Bonded Plate wood trusses Most of the wood trusses are manufactured with truss plates embedded on both sides of the trusses at various joints.
The manufacturing process currently being used is guessing the placement of one plate that is placed underneath the truss. Many times truss manufacturers ignore this misplacement that can have serious repercussions in the future as this reduces the strength of plate in action that was designed for various axial compressive, tensile and shear forces.
Second many trusses when being delivered and installed on the site, may have many of its members cracked or broken and it becomes cumbersome to repair them with scabs using nails or screws. It some times is not possible to repair this way when axial forces are large and members are short in length. Moreover, it causes more cracks in wood, when hammering nails.
To repair both the above issues, a new method of using a bonding plate of thin galvanized steel is invented with special formulated adhesive to apply on the installed trusses. This plate will have double the shear and tensile strength of original truss plate and will be designed for various axial compressive and tensile forces.

Claims (3)

A Claim ---------- Bonding plate Wood trusses.
The embodiments of the invention in which an exclusive property or privilege is claimed are defined as follows:
1. A process for applying a special steel plate with special adhesive over the truss plated joints. Forming a structural joint to transfer axial forces and to resist tensile, compressive and shear forces.
2. A process as defined in claim 1, in which the bonded plate is clamped to the cracked or misplaced truss plated joints. The process consists of applying water activated adhesive to bond with a special steel plates to wood and steel surface.
3. A process as claimed in claim 2, in which the Bonding plate is placed and left for curing before clamps are removed.
The inventor would like to have the only right to repair trusses like defined in the abstract of our patent application i.e. to use composite action of steel and adhesive to repair wood trusses. The bonding plate can be used over the wood directly or on the top of existing steel truss plates.
As the application of bonding plate is an innovative method of fixing the misplacement of plates in the truss manufacturing shops and repairing trusses for the cracks or breaks in the various members of the roof and floor trusses.
CA3007756A 2018-06-27 2018-06-27 Bonded plate wood trusses Active CA3007756C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CA3007756A CA3007756C (en) 2018-06-27 2018-06-27 Bonded plate wood trusses

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CA3007756A CA3007756C (en) 2018-06-27 2018-06-27 Bonded plate wood trusses

Publications (2)

Publication Number Publication Date
CA3007756A1 true CA3007756A1 (en) 2018-11-26
CA3007756C CA3007756C (en) 2021-01-12

Family

ID=64456673

Family Applications (1)

Application Number Title Priority Date Filing Date
CA3007756A Active CA3007756C (en) 2018-06-27 2018-06-27 Bonded plate wood trusses

Country Status (1)

Country Link
CA (1) CA3007756C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111824606A (en) * 2020-08-06 2020-10-27 江苏金马云物流科技有限公司 Shock attenuation container for boats and ships

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111824606A (en) * 2020-08-06 2020-10-27 江苏金马云物流科技有限公司 Shock attenuation container for boats and ships

Also Published As

Publication number Publication date
CA3007756C (en) 2021-01-12

Similar Documents

Publication Publication Date Title
Hassanieh et al. Experimental and analytical behaviour of steel-timber composite connections
Hassanieh et al. Load-slip behaviour of steel-cross laminated timber (CLT) composite connections
Jasieńko et al. Solid timber beams strengthened with steel plates–Experimental studies
Kwiecień Stiff and flexible adhesives bonding CFRP to masonry substrates—Investigated in pull-off test and Single-Lap test
Gonzales et al. The impact of defects on the capacity of timber joints with glued-in rods
Zhu et al. Experimental investigation on innovative connections for timber–concrete composite systems
AU8611698A (en) A flooring panel and/or flooring of such flooring panels and/or related methods
Bradford et al. Sustainable steel-timber joints for framed structures
KR101393082B1 (en) Structural reinforcing and improving load bearing capacity for concrete structures by using multi-directional carbon fibre laminates and anchoring bolts
Negrão Preliminary study on wire prestressing methods for timber pieces reinforcement
DE102011109659B4 (en) Method for producing a semifinished component
CA3007756A1 (en) Bonded plate wood trusses
CN204571092U (en) Prefabricated composite girder segment syndeton and the compound beam containing syndeton
CN107574973B (en) Corrugated steel sheet interlayer rubber connecting structure of wood keel and panel
CN108331253A (en) A kind of bamboo matter gluing box beam
Frohnmüller et al. Adhesively bonded timber-concrete composites with smooth concrete surfaces
KR20160102051A (en) A pre-stressing device, and a method for reinforcing a structural member
EP2530212B1 (en) Method and apparatus for joining structural insulated panels
RU1803616C (en) Method of making joint of parts
Orlowski et al. Structural behaviour of prefabricated stressed-skin engineered timber composite flooring systems
Nakamura et al. Development of pre-tensioning device for CFRP strips and applicability to repair of cracked steel members
US2344722A (en) Method of making plywood panels
AU2022263457A1 (en) Prefabricated bridge module and method for fabrication thereof
WO2018039724A1 (en) A connection system
CN208633382U (en) A kind of bamboo matter gluing box beam