CA2673670C - Systeme de longeron renforce et de jambe de force - Google Patents

Systeme de longeron renforce et de jambe de force Download PDF

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Publication number
CA2673670C
CA2673670C CA2673670A CA2673670A CA2673670C CA 2673670 C CA2673670 C CA 2673670C CA 2673670 A CA2673670 A CA 2673670A CA 2673670 A CA2673670 A CA 2673670A CA 2673670 C CA2673670 C CA 2673670C
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CA
Canada
Prior art keywords
reinforced
ledger
scaffold
spigot
chord
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.)
Active
Application number
CA2673670A
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English (en)
Other versions
CA2673670A1 (fr
Inventor
Peter J. Rogers
Original Assignee
Athos Construction Products 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 Athos Construction Products Inc filed Critical Athos Construction Products Inc
Priority to CA2673670A priority Critical patent/CA2673670C/fr
Publication of CA2673670A1 publication Critical patent/CA2673670A1/fr
Application granted granted Critical
Publication of CA2673670C publication Critical patent/CA2673670C/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
    • E04G1/12—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means comprising members of special, e.g. composite, cross-section or with lugs or the like or lateral apertures for supporting or attaching other members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/14—Comprising essentially pre-assembled two-dimensional [2D] frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/16—Struts or stiffening rods, e.g. diagonal rods

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

Un longeron renforcé comprend la capacité de mettre en prise de manière amovible des ensembles dentretoises verticaux qui coopèrent et fixent les pieds déchafaudage qui soutiennent le longeron renforcé. Le longeron renforcé comprend une paire de tubes supports adjacents aux extrémités opposées du longeron et, de préférence, les tubes supports offrent une connexion structurale des cordes supérieures et inférieures du longeron renforcé. Les tubes supports reçoivent un robinet dun élément dimmobilisation et lélément dimmobilisation soutient le bord inférieur du longeron. Chaque élément dimmobilisation transfère une charge à un pied déchafaudage connecté tout en renforçant le pied déchafaudage. De préférence, le robinet de lélément dimmobilisation permet une rotation de lélément dimmobilisation autour dun axe longitudinal du tube support.
CA2673670A 2009-07-22 2009-07-22 Systeme de longeron renforce et de jambe de force Active CA2673670C (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CA2673670A CA2673670C (fr) 2009-07-22 2009-07-22 Systeme de longeron renforce et de jambe de force

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CA2673670A CA2673670C (fr) 2009-07-22 2009-07-22 Systeme de longeron renforce et de jambe de force

Publications (2)

Publication Number Publication Date
CA2673670A1 CA2673670A1 (fr) 2011-01-22
CA2673670C true CA2673670C (fr) 2016-10-04

Family

ID=43495912

Family Applications (1)

Application Number Title Priority Date Filing Date
CA2673670A Active CA2673670C (fr) 2009-07-22 2009-07-22 Systeme de longeron renforce et de jambe de force

Country Status (1)

Country Link
CA (1) CA2673670C (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011118198A1 (de) * 2011-11-11 2013-05-16 Susanne Grünwald Gerüstkonsole zur Lagerung von Gerüstbelägen an einem Baugerüst
CA2854218A1 (fr) * 2014-06-12 2015-12-12 Hennejak Inc. Section d'echaffaudage
CN108978480A (zh) * 2018-08-18 2018-12-11 吴江市明港道桥工程有限公司 一种公路桥梁用脚手架

Also Published As

Publication number Publication date
CA2673670A1 (fr) 2011-01-22

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