Title: IMT 120
1IMT 120
- Chapter 11
- Site Preparation
2The man in this photo could be digging his own
grave. His yellow hardhat is a pathetically
inadequate safety device, given the extreme
danger that surrounds him. He is alone at the
bottom of an 22 ft. deep vertical
trench. Excavated soil has been stockpiled at
the very edge of the trench, adding to the
pressure on the trench walls. Vibrations from a
backhoe operating at the perimeter of the
excavation increases the likelihood of a
cave-in. Neither a ramp nor ladder has been
provided for the worker to escape. Finally there
is nothing to protect him from a cave-in no
sloping back of the trench walls, no shoring of
the walls, and no shielding of the worker.
Unfortunately, this is an all too common site in
excavation work.
3Engineering Responsibilities
- Installation plans Which include
- Foundations, footers
- Drawings
- Core samples
- Following manufacturers requirements
4Maintenance Responsibilities
- The plans from engineering detail
- What, when, how, where
- Rental equipment needed available
- The 7 P's
5Relocation of Utilities
- Plot plans should show underground lines
- Always assume that these lines are live or
charged - Keep inconvenience to a minimum
- Jumpers may be used to maintain utilities to
maintain production - Hazardous gases or chemical lines require special
handling
6Relocation 2
- Unhook both ends of electric cables.
- Why ???
- Use test equipment to check for hot wires.
- Use blank ends, caps or plugs on piping.
- Remember!!!! The plot plan may not be 100
accurate.
7Excavation Relocation
- Be careful where you dig!!!
- You will be the first to know if something goes
wrong!
8Protect Exposures
- Digging close to other walls may weaken them
Shore them with braces - Cover equipment to keep dirt/dust off
- Protect air intakes, oil tank breathers
- Erect temporary walls where needed
9Barricades
- Protect the worksite and anybody foolish enough
to get too close - Prevent liability?
10Excavation of Material
- Clear area of trash
- Pile reusable material away from the work area
but close enough to use for back filling
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13This worker is in a trench with no protective
system, that is not sloped or benched and has no
means of egress.
14These workers are not protected from a cave-in,
nor do they have any apparent safe access or
egress from the trench.
15- How Do I Avoid Hazards?
- Provide stairways, ladders, ramps, or other safe
means of egress in all trenches that are 4 feet
deep or more. - Position means of egress within 25 lateral feet
of workers.
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17- Test for low oxygen, hazardous fumes and toxic
gases, especially when gasoline engine-driven
equipment is running, or the dirt has been
contaminated by leaking lines or storage tanks.
Insure adequate ventilation or respiratory
protection if necessary. - Provide safe access into and out of the
excavation. - Provide appropriate protections if water
accumulation is a problem.
18- Inspect the site daily at the start of each
shift, following a rainstorm, or after any other
hazard-increasing event. - Keep excavations open the minimum amount of time
needed to complete operations.
19Foundations
- Generally, a table-like slab of concrete, partly
above grade, on which equipment will rest - May be very heavy may have expansion joints
- May have rebar or other reinforcement devices
20Poured Foundation
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25Footers
- Support the foundation
- Sit on hard packed ground
- Hard rock supports the most weight
- Soft clay loose sand supports the least weight
- The size of the footing depends on the weight of
the load the soil conditions
26Reinforced Concrete
- Steel bar or wire mesh help prevent cracks due to
expansion/contraction caused by temperature
changes. - Use de-formed bars, not smooth bars.
- Reinforcing material increases the tensile
strength of concrete. - Generally, wire is used for flat areas.
27Concrete Forms
- Wood forms are cheapest but dont last long
- Metal forms are expensive but last a long time
- Plastic liners can be used where the concrete
surface will show (the liners make a better
finish) - Brace support the forms
- Why???
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30Concrete
- Ready-mixed is easy good for most jobs
- Order as needed
- Aggregates make the concrete stronger
- Sand, gravel, fiberglass
- Must be clean
- For mixing by hand, use 5 1/2 bags of cement per
cubic yard of concrete needed
31Concrete 2
- Protect uncured concrete from freezing
temperatures - Cover with film, burlap, canvas, tarpaper
- Use hot air blowers or heaters
- Never use salt
- Back fill as needed
32Anchor Bolts
- Generally, installed before pouring the concrete
or before the concrete sets up - Use a template for accuracy
- Light metal or wood
- Protect threads with tape, tubes, or grease
- Why ???
- Different shapes available J, T, L or tube type
33Alignment Plates
- Allow easy adjustment to the machine or equipment
being installed - May be included with a new machine or it may be
made by maintenance - May require to be set in the freshly poured
concrete
34Concrete Finishing
- Most foundations do not require a pretty finish
- For areas that will be in contact with water,
oil, or chemicals-a finished surface is needed,
use an epoxy based concrete sealer - Smooth concrete wears better is more durable
35Concrete Finishing 2
- Non-slip surfaces can be done by adding
carborundum grit to the surface just after
finishing - Finishing must be done before the concrete begins
to set up (about 45 minutes) - Screed, screed, float, float, trowel
- Vibrators, power floats, special trowels, driving
poles
36Concrete Finishing 3
- Keep damp for 7 days, a slow cure means a
stronger concrete - Do not install equipment for 28 days
- (This does not reflect reality but the ideal
situation)
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41Odds Ends
- Watch for tripping hazards between different
floor levels - Build ramps or put in fill
- Do permanent surfaces ASAP
- PPE-safety glasses, goggles, rubber gloves
footwear, hard hat - Cave in protection
- Plywood, jacks, timbers, planks or commercial
trenching protection
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44The End !!!!!!