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R1H Hollow-Core Spin-Lock Concrete Anchor

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Hollow-Core Spin-Lock Mechanical Concrete Anchor

Though years of development Williams has produced and patented the Pre-stressable, Hollow-Core, Groutable Spin-Lock Rock Bolting Systems. The hollow-core allows the bolt to always be grouted from the lowest gravitational point. In an up-bolting situation, the grout is pumped in through the plastic grout tube and begins to fill the drill hole from the plate. The grout rises until the entire hole is filled and the grout returns through the hollow bar. In down grouting situations, the grout is pumped through the hollow bar and starts at the bottom of the hole. It rises and returns through the de-air tube when the hole is filled. Improperly or incomplete grouted bolts are subjected to relaxation and corrosion. Pre-measured capsule systems cannot properly account for unknown fissures and voids and often leave the bolt vulnerable to deterioration. The Williams Hollow-Core Grouting System spreads grout through the rock fissures creating a completely protected monolithic section including rock, grout and bolt.
Because the Spin-Lock head assembly provides 300º perimeter expansion anchorage and develops the full strength of the rod, the hollow-core rock bolt may be pre-stressed to the desired load and tested prior to grouting.

Grout Flow of Hollow-Core Spin-Lock Mechanical Concrete Anchor
R1H Structural Properties
Yield Stress Ultimate Stress Elongation in
2" (51 mm)
Reduction of Area
91 KSI
(627 Mpa)
124 KSI
(854 Mpa)
15% 40%
R1H High Grade Hollow-Core Spin-Lock Concrete Anchor - ASTM A615 Deformation Pattern
Dia. &
Threads
Per in.
Recomm.
Design Load
at 2:1 Safety
Factor
Maximum
Working
Load
to Yield
Average
Ultimate
Strength
Ultimate
Shear
Strength
Drill
Hole
Dia.
(1)
Type
Head
Ass'y
Torque ft.-lbs.
Min. Embed.
Depth in
3000 PSI
Concrete
Part
Number
To Expand
Shell
(2)
On Nut
for
Tension
1" - 8
(25 mm)
33 kips
(147 kN)
47 kips
(209 kN)
66 kips.
(294 kN)
39.6 kips.
(176 kN)
1-3/4"
(44 mm)
B 14 250 ft.-lbs.
(450*)
400 15"
(381 mm)
R1H08B14
1-3/8" - 8
(35 mm)
69 kips
(307 kN)
100 kips
(445 kN)
138 kips
(614 kN)
82.8 kips.
(368 kN)
2-1/2"
(65 mm)
B 20 750 ft.-lbs.
(1200*)
Note (3) 23"
(584 mm)
R1H11B20
2" - 6
(51 mm)
150 kips
(667 kN)
219 kips
(974 kN)
300 kips
(1334 kN)
180 kips.
(801 kN)
3-1/2"
(89 mm)
C 28
1000 ft.-lbs.
(2000*)
Note (3)
34"
(864 mm)
R1H16C28

NOTES:
(*) Do not exceed these numbers
(1) Care should be taken to drill a straight and properly sized hole.
(2) More torque may be required on long anchors or if the head assembly is next to rebar. Consult your Williams Representative for more specific details.
(3) Stress to desired tensile load using a hollow ram hydraulic jack. Consult your Williams Representative.
(4) Full ultimate strength of anchor can be achieved at listed embedment depth, provided there are no edge or spacing effects on the anchor.
WILLIAMS reserves the right to ship full length or coupled units as necessary.
All above torque values are used for clean, dry (un-greased) threads. For greased thread torque values, contact your local Williams representative.

Williams Form Engineering Corp.
Spin-Lock
Information
Spin-Lock
Design
Parts &
Accessories
Head
Assemblies
Spin-Lock Installation
Installation
Equipment
Case
Histories
Corrosion
Protection
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