Validation of on-site job-built guardrails with shoring jack as supports
DOI:
https://doi.org/10.3989/ic.12.010Keywords:
Guardrails, shoring jacks, fall hazards, test protocol, anchorAbstract
To protect themselves against fall hazards in a slab-column frame, workers use the row of shoring jacks installed at 1 m from the edge as supports for on-site built guardrails. Inspectors of the Quebec Workers Compensation Board (Commission de la santé et de la sécurité du travail (CSST)) have expressed concern about the safety and compliance of these on-site built guardrails with the Quebec Safety Code for the Construction Industry (S-2.1, r.4). Some workers have also inquired if the shoring jack can be used as an anchor for a travel restraint system. The present study describes how an evaluation method and a test protocol have been used to verify if guardrails built on-site, with shoring jacks as supports, are safe and comply with the requirements of S-2.1, r.4 and if the shoring jack can be used as an anchor point for a travel restraint system. The results of the study show 1) guardrails built on site with shoring jacks as supports, are safe and comply with S-2.1, r.4 and 2) shoring jacks used as supports for guardrails must not be used as an anchor for a travel restraint system.
Downloads
References
(1) CRSI. (2007). Structures: The Sum of Their Parts. Concrete Reinforcing Steel Institute. http://www.vcrsi.org/index.cfm/engineering/about
(2) ACI Committee 347-04. (2011). Formwork for concrete. Detroit, Michigan: Ed. M. K. Hurd.
(3) S-2.1, r.4. (2011). Code de sécurité pour les travaux de construction du Québec. Les Publications du Québec. Québec: Gouvernement du Québec.
(4) RSST. (2012). Règlement sur la santé et la sécurité du travail. Québec: Éditeur officiel du Québec.
(5) OSHA. (2012). Part 1926 Subpart M CFR 1926.500 - Fall Protection for the Construction Industry. Washington, D.C.: U.S. Department of Labor.
(6) Lan, A, Arteau, J, Daigle, R. (2005). Développement et validation d'une méthode d'évaluation des garde-corps fabriqués et installés à pied d'oeuvre sur les chantiers. Rapport de recherché. Montréal: IRSST.
(7) IHSA. (2012). Guardrails. Toronto, Ontario: Infrastructure Health & Safety Association.
(8) Lan, A., Daigle, R. (2009). Development and validation of a method for evaluating temporary guardrails built and installed on construction sites. Safety Science, 47(2): 215-226, doi: http://dx.doi.org/10.1016/j.ssci.2008.03.001. http://dx.doi.org/10.1016/j.ssci.2008.03.001
(9) Jacmin, M., Mayer, A. (1984). Écran garde-corps - Protection contre les chutes de grande hauteur pour les travaux d'étanchéité en toiture. Travail et Sécurité.
(10) Bobick, T, McKenzie, T. (2011). Guardrails - Development of a multifunctional system. ProfessionalSafety. Illinois, USA : ASSE.
(11) ST03-19. (2003). Report ST03-19. Static and dynamic tests on different types of guardrails. Montréal: Department of civil engineering - École Polytechnique de Montréal.
(12) CSA. (2010). CSA-A23.3-10, Design of concrete structures. Canadian Standards Association.
(13) CSA. (2009). CAN/CSA-086-09, Engineering Design in Wood - Limit States Design. Canadian Standards Association.
(14) CSA. (2009). CSA Z259.16-09 Design of active fall protection. Canadian Standards Association.
(15) ANSI. (2007). ANSI/ASSE Z359.1-2007, Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components. American National Standards Institute.
(16) ANSI. (2007). ANSI/ASSE Z359.2-2007, Minimum Requirements for a Comprehensive Managed Fall Protection Program. American National Standards Institute.
(17) ANSI. (2007). ANSI/ASSE Z359.3-2007, Safety Requirements for Positioning and Travel Restraint Systems. American National Standards Institute.
(18) Sulowski, A.C. (2003). Comments on the CAN/CSA Z259.16-04 draft to the CSA Z259 technical committee on fall protection. Toronto, Ontario.
Published
How to Cite
Issue
Section
License
Copyright (c) 2014 Consejo Superior de Investigaciones Científicas (CSIC)

This work is licensed under a Creative Commons Attribution 4.0 International License.
© CSIC. Manuscripts published in both the print and online versions of this journal are the property of the Consejo Superior de Investigaciones Científicas, and quoting this source is a requirement for any partial or full reproduction.
All contents of this electronic edition, except where otherwise noted, are distributed under a Creative Commons Attribution 4.0 International (CC BY 4.0) licence. You may read the basic information and the legal text of the licence. The indication of the CC BY 4.0 licence must be expressly stated in this way when necessary.
Self-archiving in repositories, personal webpages or similar, of any version other than the final version of the work produced by the publisher, is not allowed.







