Skip to content
Módulo 7 de 10 150m 10 exam Qs

Concrete, Steel Erection, and Demolition

Concrete and masonry construction, steel erection safety, demolition planning and execution, and material-specific hazards.

  • Identify hazards specific to concrete and masonry construction
  • Apply steel erection safety requirements including connector fall protection
  • Develop demolition plans addressing structural stability and hazardous materials
  • Implement safe practices for each construction type

Lección 1

Concrete and Masonry Safety

Concrete and masonry construction involves unique hazards including formwork collapse, impalement, chemical burns from wet concrete, and falling materials.

Subpart Q
OSHA Concrete Standard
#4 rebar
Common Impalement Hazard
pH 12-13
Wet Concrete Alkalinity
**Key concrete hazards:** - Formwork collapse from improper design or overloading - Impalement on protruding reinforcing steel (rebar caps required) - Chemical burns from wet concrete (highly alkaline, pH 12-13) - Silica exposure from cutting or grinding cured concrete - Struck-by from concrete pump boom failure - Confined spaces in forms and vaults **Masonry construction:** - Limited access zones must be established on the unscaffolded side of masonry walls - Walls over 8 feet must be adequately braced - Bracing must remain until permanent supporting elements are in place **Concrete pump safety:** The concrete pump boom creates a significant struck-by hazard. Workers must: - Stay outside the swing radius of the pump boom during operation - Never position themselves under the boom - Establish exclusion zones around the pump and delivery hose - Understand that hose kinking can cause explosive pressure release **Post-tensioned concrete:** Post-tensioned slabs and beams contain high-energy tendons under extreme tension. Cutting into post-tensioned concrete requires engineering guidance. A snapped tendon can cause catastrophic structural failure and propel steel through the air with lethal force.
⚠️

Never Remove Formwork Early

Concrete must reach its design strength before formwork (shoring) is removed. Removing shores too early causes premature collapse. A competent person must verify cure time and concrete strength before any formwork removal. Minimum curing time is typically 7-28 days depending on the mix and conditions.

Lift slab construction:

In lift-slab construction, concrete slabs are cast at ground level and then lifted up columns using hydraulic jacks. This method creates unique hazards:

  • Slabs must be lifted simultaneously from multiple jack points to maintain level
  • Catastrophic collapse can occur if jack synchronization fails
  • OSHA requires engineering supervision and a lift plan for each slab
  • Temporary connections to columns must be maintained until permanent connections are completed

Concrete pump hose whip:

A concrete pump hose under pressure and filled with concrete is heavy and rigid. If a coupling fails or the hose is abruptly disconnected, the end of the hose can whip violently - similar to an unrestrained fire hose. Control measures:

  • Never stand at or near the discharge end of the hose
  • Inspect all hose couplings before each pour
  • Keep workers out of the hose swing radius
  • Have a clear abort signal between the pump operator and hose handler
Key Takeaway

Wet concrete is highly alkaline (pH 12-13) and causes chemical burns. Rebar caps are required to prevent impalement. Masonry walls over 8 feet must be braced until permanent support is installed. Limited access zones protect workers from wall collapse. Never remove formwork before concrete reaches design strength. Lift-slab construction requires engineering supervision and a formal lift plan for each slab.