- 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
Lesson 1
Concrete and Masonry Safety
Concrete and masonry construction involves unique hazards including formwork collapse, impalement, chemical burns from wet concrete, and falling materials.
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
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.