Case Studies
Nov 16, 2011

Verification of the Strength of the Anchor Point of Fall-Arresting and Positioning Systems for Reinforcing Steel Erectors

Publication: Practice Periodical on Structural Design and Construction
Volume 17, Issue 3

Abstract

For walls of great dimensions, fall protection is problematic. Reinforcing steel erectors have to climb on the reinforcement bars to anchor and position themselves to do their tasks and to protect themselves against falls. Two problems are identified: (1) the selection of a harness and positioning and fall-arrest equipment and (2) an anchor point sufficiently strong for the positioning and the personal fall-arrest systems. This paper describes the dynamic fall tests that have been carried out to verify the strength of tied reinforcement used as an anchor point for the fall-arresting and positioning systems of reinforcing steel erectors.

Get full access to this article

View all available purchase options and get full access to this article.

References

American Society of Safety Engineers. (2007a). “Minimum requirements for a comprehensive managed fall protection program.” ANSI/ASSE Z359.2, Des Plaines, IL.
American Society of Safety Engineers. (2007b). “Safety requirements for personal fall arrest systems, subsystems, and components.” ANSI/ASSE Z359.1, Des Plaines, IL.
Canadian Standards Association (CSA). (2004). “Design of active fall protection.” CAN/CSA-Z259.16-04, National Standard of Canada, Mississisauga, Ontario, Canada.
Canadian Standards Association (CSA). (2005a). “Body belts and saddles for work positioning and travel restraint.” CAN/CSA-Z259.1-05, National Standard of Canada, Rexdale, Ontario, Canada.
Canadian Standards Association (CSA). (2005b). “Energy absorbers and lanyards.” CAN/CSA-Z259.11-05, National Standard of Canada, Mississauga, Ontario, Canada.
Canadian Standards Association (CSA). (2006). “Full body harnesses.” CAN/CSA-Z259.10-06, National Standard of Canada, Rexdale, Ontario, Canada.
Corbeil, J. F. (1995). “Ancrages déformables pour une ligne d’assurance horizontale.” Mémoire de Maîtrise ès Sciences Appliquées, Département de génie mécanique, École Polytechnique de Montréal (in French).
Éditeur official du Québec. (2001). “Quebec safety code for the construction industry.” S-2.1, r.6, Québec.
Lan, A., and Arteau, J. (1994). Système d’attaches pour afficheurs, Institut de recherche Robert-Sauvé en santé et en sécurité du travail (IRSST), Montréal, et appendices (in French).
Lan, A., and Arteau, J. (2000). “Développement et validation d′une méthode d′évaluation des garde-corps fabriqués et installés à pied d’œuvre sur les chantiers.” Projet # 99-030, Institut de recherche Robert-Sauvé en santé et en sécurité du travail (IRSST), Montreal (in French).
Occupational Safety and Health Administration (OSHA). (1995a). “Safety belts, lifelines and lanyards.” OSHA 1926.104, U.S. Dept. of Labor, Washington, DC.
Occupational Safety and Health Administration (OSHA). (1995b).“Fall protection systems criteria and practices.” OSHA 1926.502, U.S. Dept. of Labor, Washington, DC.
Oregon Occupational Safety and Health Administration. (2000). “Fall protection-rebar and concrete formwork.” Document 440-2824D (7/00), Occupational Safety and Health Division, Salem, OR.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 17Issue 3August 2012
Pages: 133 - 145

History

Received: Jul 21, 2010
Accepted: Nov 14, 2011
Published online: Nov 16, 2011
Published in print: Aug 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Research Engineer, Research Dept., Québec Occupational Health and Safety Research Institute (IRSST), 505, de Maisonneuve Blvd., West, Montreal, Québec H3A 3C2 Canada (corresponding author). E-mail: [email protected]
Renaud Daigle [email protected]
Technician, Research and Expertise Support Dept., Québec Occupational Health and Safety Research Institute (IRSST), 505, de Maisonneuve Blvd., West, Montreal, Québec H3A 3C2 Canada. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share