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Published byBriana Carroll Modified over 9 years ago
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ANCHORAGE
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Critical Parameters Bolt Type Strength –Grade –Diameter LengthLength Density (spacing)Density (spacing) PlatesPlates
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Bolt Length Industry Rule Of Thumb: Bolt length should be half the supported span dimension.
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Bolt Length
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Bolt Density
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FRICTION ANCHORED SUPPORT POINT ANCHORED SUPPORT 10’ Anchorage 1 Ton/Ft (1 Ton) Anchorage 10 Tons 1’
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Bolt Density
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Fall of splitset supported back in an underground limestone mine
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Bolt Length
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Failure of Mechanical Bolts
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Installation Angle ?
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Install Bolts Perpendicular to the Rock Surface for Pattern Bolting (Except Where Key Block Bolting is Required)
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Pattern Bolting versus Spot Bolting
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Friction Anchored Bolts Resin Anchored Bolts Surface Control Primary Support
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Bolt Across Joints
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Bolt Perpendicular To Joints
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SURFACE CONTROL PLATES, CHANNELS & MATTS
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GRADES OF PLATES K2, K3 & K4 2 = 20,000 LBS K = LETTER DENOTES NAME OF MANUFACTURER
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Donut Bearing Plate Donut Header Plate
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8” x 8” Bearing Plate 6” x 10” Low Profile Header Plate 6” x 16” Low Profile Header Plate
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6” x 16” Low Dome Header Plate 6” x 6” Flat Plate 4” x 9” Channel Plate
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6” x 6” Dome Plate 6” x 6” SAF Dome Plate
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MATS USED TO CONTROL ROOF SLOUGHING
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PIZZA PANS
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CHANNELS USED THE SAME AS A CROSSBAR FOR ROOF CONTROL
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TENSAR W/WO BACKING
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Plate Size Size and Type of Bearing Plate Should Correspond to Ground Conditions
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Soft Rock Skin Weak Rock
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Soft Rock Skin Large Plate (Covers More Area) Less Damage to Surface Large Plate (Covers More Area) Less Damage to Surface Small Plate (Covers Less Area) Damage to Surface Small Plate (Covers Less Area) Damage to Surface
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Soft Rock Skin Back Overstressed (Rock Falls Out) Loose Plate-No Tension Back Overstressed (Rock Falls Out) Loose Plate-No Tension
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PROPER INSTALLATION REQUIRES CORRECTLY DRILLED HOLES Hole Length ( Resin Systems) Too Short Loose Plate Too Long Short Grout Length Hole Diameter Too Small Insertion Problems Too large Less Anchorage
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