In addition, employers are required to comply with the provisions of paragraphs (e)(9) and (g)(2) of §1926.451, which address safe access and fall protection, respectively, for employees erecting and dismantling supported scaffolds starting on September 2, 1997.Ĭongress amended the Contract Work Hours Standards Act in 1969 by adding a new section 107 to provide employees in the construction industry with a safer work environment and to reduce the frequency and severity of construction accidents and injuries. The incorporations by reference of certain publications listed in this final rule are approved by the Director of the Federal Register as of November 29, 1996. This standard will become effective on November 29, 1996, except for §1926.453(a)(2), which will not become effective until an Office of Management and Budget (OMB) Control number is received and displayed for this "collection of information" in accordance with the Paperwork Reduction Act of 1995 (44 U.S.C. Finally, the language of the rule has been simplified, duplicative and outdated provisions have been eliminated, overlapping requirements have been consolidated, and the performance orientation of the rule has been enhanced to allow employers as much flexibility in compliance as is consistent with employee protection. In addition, the final rule allows employers greater flexibility in the use of fall protection systems to protect employees working on scaffolds and extends fall protection to erectors and dismantlers of scaffolds to the extent feasible.Īnother area that the final rule strengthens is training for workers using scaffolds the conditions under which such employees must be retrained are also specified in the final rule. In particular, the final rule has been updated to address types of scaffolds - such as catenary scaffolds, step and trestle ladder scaffolds, and multi-level suspended scaffolds - not covered by OSHA's existing scaffold standards. The final rule updates the existing scaffold standards and sets performance-oriented criteria, where possible, to protect employees from scaffold-related hazards such as falls, falling objects, structural instability, electrocution and overloading. The Occupational Safety and Health Administration (OSHA) hereby revises the construction industry safety standards which regulate the design, construction, and use of scaffolds. (4) LVL has strong seismic performance and shock absorption performance, and can resist periodic fatigue damage.Used in the Construction Industry §1926.450 (3) The processing of LVL is the same as wood, which can be sawed, sliced, gouged, tenoned, nailed, etc. The utilization rate of raw materials is as high as 100% They can be cut and selected at will according to their own material conditions. The LVL products produced by our company can be up to 12 meters in length and 300 mm in thickness. (2) The size can be adjusted at will, and is not affected by the shape and defects of the log. It is the most ideal structural material to replace solid wood (1) LVL material can disperse and stagger defects such as knots and cracks of logs, thereby greatly reducing the impact on strength, making it stable in quality, uniform in strength, and small in material variability. Comparing LVL timber with solid wood sawn timber, it can be seen that LVL has many advantages that ordinary solid wood sawn timber does not have:
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