The
standard grout bonded rock anchor consists of a plain
or epoxy coated bar, grouted in an oversized drill hole.
Centralizers should be used to assure good grout
cover (approx. 25mm) around the bar. Where anchors
will penetrate aggressive soils that are low in pH value
(<5.5) and high in sulphate, additional corrosion
protection may be desirable. The degree of protection
should be matched against the aggressivity of the environment
and the expected life of the anchorage system. Williams
Multiple Corrosion Protection (MCP) systems offer increasing
barriers against corrosion attack for confidence in
permanent anchorage in all ground environments. Williams
protective outer end caps may also be used to seal the
nut and washer from the environment when the outer end
of the anchorage will not be encased in concrete.

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Grout fill inside sleeve after tensioning to lock
in pre-stress • Unit is centered in drill hole
by centralizers and surrounded by grout MCP
III: Three barriers around plain bar in free-stress
zone, two barriers in bond zone, plus drill hole grout.
• Bar engulfed in pre-grouted poly corrugated
tube in the bond anchorage zone and the free-stressing
zone • Smooth sleeve over the corrugated tube in
the free-stressing zone • Unit is centered in drill
hole by centralizer and surrounded by grout
• Galvanized plate • Protective end cap over nut
and washer |
MCP I: Two barriers around plain
bar in free-stress zone plus drill hole grout. •
Plain or epoxy coated
bar • Sleeve
over bar in free-stressing zone • Grout
fill inside sleeve after tensioning to lock in pre-stress
• Unit is centered
in drill hole grout with centralizers MCP II:
Two barriers around plain bar full length plus drill
hole grout. • Bar
engulfed in pre-grouted poly corrugated tube in the
bond anchorage zone • Smooth
sleeve over bar in free-stressing zone |

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R71
STRUCTURAL PROPERTIES |
Yield stress
127.7 KSI (880.5 MPa) |
Ultimate stress
150 KSI (1034.3 MPa) |
Elongation over
20 bar diameters 4% |
Reduction of
area 20% |
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