OSHA: Scaffold Use in the Construction Industry part 2

scaffold

 

in scaffold, The stall load is the maximum load at which the hoist’s motor stops moving or shuts off automatically to prevent damage. 1926.451(b)

Gasoline power-operated hoists/equipment is not acceptable. 1926.451(d.14)

Drum hoists shall hold no less than four wraps of suspension rope when scaffold travel is at lowest point. 1926.451(d.6)

Enclose Gears and brakes. 1926.451(d.15)

An automatic device for braking and locking, in addition to the operating brake, shall work when a hoist makes a sudden change in momentum or an accelerated over speed. 1926.451(d.16)

Physically operated hoists, which is using to raise/lower a suspended scaffold must be tested and listed by a qualified testing laboratory. 1926.451(d.13)

Above mentioned hoists need a positive crank force to descend. 1926.451(d.17)

Welding can carried out from suspended scaffolds when

  • A grounding conductor shall connect from the suspended scaffold to the structure, shall at least the size of the welding lead.
  • The grounding conductor shall not attach in series with the welding work or the work piece.
  • An insulating material shall cover the suspension wire rope and extends at least four feet above the hoist.
  • Insulated protective covers shall cover the hoist.
  • The tail line is guided/retained, or both, that it does not become grounded.
  • every suspension rope shall attach to an insulated thimble.
  • every suspension rope and any other self-regulating lines are insulated from grounding. 1926.451(f.17)

No materials/devices shall use to increase the working height on a suspension scaffold. Including ladder, barrel and box. 1926.451 (f.14, 15)

Entry Requirement

Employer shall deliver access when the scaffold platform is more than 2 feet above/below a point of admittance. 1926.451 (1 of e)

Direct access is adequate when the scaffold is not more than 14 inches horizontally, 24 inches vertically from the other faces. 1926.451(e.8)

The standard disallows the use of cross braces as a means of access. 1926.451(e.1)

Listed below sorts of access are acceptable,

  • Portable/ hook-on/ stairway/ attachable Ladders. 1926.451 (e.2)
  • Stair towers 1926.451(e.4)
  • Ramp and walkway 1926.451(e.5)
  • Integral prefabricated frames 1926.451(e.6)

Workers erecting and dismantling supported scaffolding shall be provided safe access when a competent person determined the possibility and analyzed the site situations. 1926.451(e)

Use Requirement

Prohibition of Shore and lean-to scaffold. 1926.451(f.2)

Employees are not allowed to work on scaffolds covered with snow, ice, or other slippery materials, excluding, removing activity of mentioned substances. 1926.451(f. 8)

For fall protection, guardrail system/personal fall arrest systems shall install. Personal fall arrest system includes harness, component of the harness/belt such as Dee-rings, and snap hooks, lifeline, and anchorage point. 1926.451(g.3)

Vertical/horizontal lifeline shall use. 1926.451(g.3.ii to iv)

Lifeline shall independent of support lines and suspension ropes and shall not attach to the same anchorage point. 1926.451(g.3.iii.iv)

If working from an aerial lift, fall arrest system shall attach to the boom or basket. 1926.453(b.2.v)

Employers shall provide fall protection system for every employee on a scaffold more than 10 feet above/lower level. 1926.451(g.1)

A competent/authorized person shall determine the possibility and safety of providing fall protection system for workers who erect/dismantle supported scaffolds. 1926.451(g.2)

Aerial lift Personal FAS (fall arrest system)
Boatswain chair Personal FAS
Catenary scaffold Personal FAS
Crawling board (chicken ladder) Personal FAS or  guardrail system, or by a 3/4 inch diameter grabline or equivalent handhold securely fastened beside each crawling board
Float scaffold Personal FAS
Ladder jack scaffold Personal FAS
Needle beam scaffold Personal FAS
Self-contained adjustable scaffold with rope support Both
Single-point/two-point suspension scaffold Both
Supported scaffold Personal FAS /guardrail system
All other scaffolds not specified above Personal FAS /guardrail systems that meet the required criteria

Use Requirement

Personal fall arrest system can be used on scaffolding when there is no provision of guardrail system. 1926.451(g.1.vii)

Use fall arrest system when working from boatswains’ chair, catenary, float, needle beam, ladder, and pump jack scaffolding 1926.451(g.1)

When working from the boom/basket of an aerial lift, use fall arrest system. 1926.453(b.2.v)

Employer shall provide guardrail system or personal fall arrest system or both When Worker on a self-contained adjustable scaffold having top rail min 200 pound capacity, when the platform is supported by ropes. 1926.451(g.1.iv)

Falling Object Protection

To protect employee from falling objects, install toe boards, screens, guardrail systems, debris nets, catch platforms, canopy structures, or barricades. In addition, employees shall wear helmet. 1926.451(h.1.2.3)

Bricklayer square scaffold

Max. Planned load 50 lb/ft2

Max.  width = 5 ft

Max.  height = 5 ft.

Gussets = 1 × 6 inches

Braces = 1 × 8 inches

Legs = 2 × 6 inches

Bearers, horizontal members = 2 × 6 inches

A Horse scaffold

Max. Planned load, light duty scaffold = 25 lb/ft2

Max. Planned load, medium duty scaffold = 50 lb/ft2

Bearer/Horizontal members

Light duty= 2 × 4 inches

Medium duty= 3 × 4 inches

Legs= 2 × 4 inches

Longitudinal brace b/w leg = 1 × 6 inches

Gusset brace at top of leg = 1 × 8 inches

Half diagonal brace = 2 × 4 inches

 

A Metal bracket scaffold

Max Planned load= 25 lb/ft2

Uprights= 2 × 4 inches

Bearers= As per designed

Braces=As per designed

A Wood bracket scaffold

Max.  Planned load= 25 lb/ft2

Upright = 2 × 4 in or 2 × 6 inches

Bearer = 2 × 6 inches

Max.  scaffold width= 3 ft 6 inches

Braces= 1 × 6 inches

A Interior hung scaffolds

Bearers (use on edge) = 2 × 10 inches

Max.  Planned load = Maximum span

25 lb/ft2 = 10 feet

50 lb/ft2 = 10 feet

75 lb/ft2 = 7 feet

A Needle beam scaffold

Max.  Planned load= 25 lb/ft.2

Beams=4 × 6 inches

Max.  platform span= 8 feet

Max.  beam span= 10 feet

 

 

 

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