Showing posts with label Safety and Health. Show all posts
Showing posts with label Safety and Health. Show all posts

Sunday, October 17, 2010

Mine Safety Research and Development

SELF THRUSTING QUIET ROCKDRILL
NOISE LEVELS



IN STOPE TESTING



STANDARD S215


QUIET ROCKDRILL



ROOF SUPPORT FOR TABULAR STOPES
a. Maximum loading: 20 ton/leg
b. Energy absorption: 40kJ/m^2
c. Maximum closure speed: 3 m/s
d. Maximum deflection at closure: 150 mm
e. Slow yield: 30 mm/day
f. Slow yield closure: 150 mm (maximum)
g. Preloading: 10 ton
h. Maximum contact stress: 30 MPa

TESTING IN SAVUKA – 40 kJ at 3m/s







ROOF SUPPORT FOR ROCKFALL MINES








END OF WIND PROTECTION SYSTEM
• AN OVERWIND/UNDERWIND SITUATION TAKES PLACE
WHEN THE CONVEYENCE IS PULLED BEYOND ITS OPERATIONAL LIMIT IN THE HEADGEAR OR SHAFT BOTTOM
--------=
MAXIMUM DECELARATION
- OVERWIND: 1g
- UNDERWIND: 2.5g
--------=
MECHANICAL SYSTEM

END OF WIND PROTECTION SYSTEM
SYSTEM DETAIL
• NEW DETACHING MECHANISM ON TOP OF CAGE
• NO ACCIDENTAL DETACHING POSSIBLE




- CYCLIC BENDING PLATE
- STAINLESS STEEL CABLE


RESULTS

CHAIRLIFTS
- Motor size: 25 to 132 kW
- Wheel size: 1200 and 1500
- Length of installation: 200m @ 34° to 1940 @ 4°
- Typical: 900 people per hour (1.5 m/s)
- Low Maintenance
- Ease of operation
- Modern design


SOLID MODEL


FEM PLOT WITH 2.5 SAFETY FACTOR



Harties no 5 shaft
290 m @ 34°



ROOFBOLTING
• Testing of spin to stall resins
– Building of inexpensive resin tester for QA
– Determining effect of:
• Spin speed/time
• Torque
• Moisture
• Bolt profile
• Temperature
• Development of polyurethane bolting system
• Development of spin to stall washers




Mine Safety Research and Development

SELF THRUSTING QUIET ROCKDRILL
NOISE LEVELS



IN STOPE TESTING



STANDARD S215


QUIET ROCKDRILL



ROOF SUPPORT FOR TABULAR STOPES
a. Maximum loading: 20 ton/leg
b. Energy absorption: 40kJ/m^2
c. Maximum closure speed: 3 m/s
d. Maximum deflection at closure: 150 mm
e. Slow yield: 30 mm/day
f. Slow yield closure: 150 mm (maximum)
g. Preloading: 10 ton
h. Maximum contact stress: 30 MPa

TESTING IN SAVUKA – 40 kJ at 3m/s







ROOF SUPPORT FOR ROCKFALL MINES








END OF WIND PROTECTION SYSTEM
• AN OVERWIND/UNDERWIND SITUATION TAKES PLACE
WHEN THE CONVEYENCE IS PULLED BEYOND ITS OPERATIONAL LIMIT IN THE HEADGEAR OR SHAFT BOTTOM
--------=
MAXIMUM DECELARATION
- OVERWIND: 1g
- UNDERWIND: 2.5g
--------=
MECHANICAL SYSTEM

END OF WIND PROTECTION SYSTEM
SYSTEM DETAIL
• NEW DETACHING MECHANISM ON TOP OF CAGE
• NO ACCIDENTAL DETACHING POSSIBLE




- CYCLIC BENDING PLATE
- STAINLESS STEEL CABLE


RESULTS

CHAIRLIFTS
- Motor size: 25 to 132 kW
- Wheel size: 1200 and 1500
- Length of installation: 200m @ 34° to 1940 @ 4°
- Typical: 900 people per hour (1.5 m/s)
- Low Maintenance
- Ease of operation
- Modern design


SOLID MODEL


FEM PLOT WITH 2.5 SAFETY FACTOR



Harties no 5 shaft
290 m @ 34°



ROOFBOLTING
• Testing of spin to stall resins
– Building of inexpensive resin tester for QA
– Determining effect of:
• Spin speed/time
• Torque
• Moisture
• Bolt profile
• Temperature
• Development of polyurethane bolting system
• Development of spin to stall washers