R7S 150 KSI Spin-Lock Concrete Anchor

The R7S Spin-Lock incorporates a high strength post-tension steel giving the designer the highest strength to anchor diameter ratio available for use with the Spin-Lock head assembly

R7S Structural Properties

Yield
Stress
Ultimate
Stress
Elongation
in 20 Bar Dia.
Reduction
of Area
120 KSI
(827 MPa)
150 KSI
(1034 MPa)
4% min 20% min

R7S 150 KSI Spin-Lock Concrete Anchor

ASTM A722

Diameter
& Threads
per Inch
Yield
Strength
(fy)
Ultimate
Strength
(fu)
Drill Hole
Diameter
(1)
Type
Head
Assembly
Torque (ft-lbs) Minimum
Embedment
(3000 PSI – f’c)
(5)
Minimum
Embedment
(6500 PSI – f’c)
(5)
Part
Number
To Expand
Shell (2)
On Nut for
Tension (3)
1” – 8
(25 mm)
72.7 kips
(324 kN)
90.9 kips
(404 kN)
1-3/4”
(44 mm)
C 14 500 ft-lbs
(650*)
680 ft-lbs 17”
(432 mm)
13”
(330 mm)
R7S08C14
1-1/4” – 7
(32 mm)
116 kips
(517 kN)
145 kips
(646 kN)
2-1/2”
(64 mm)
B 20 750 ft-lbs
(1200*)
Note (4) 23”
(584 mm)
18”
(457 mm)
R7S10B20
1-1/2” – 6
(38 mm)
169 kips
(750 kN)
210 kips
(937 kN)
3”
(76 mm)
B 24 1000 ft-lbs
(1700*)
Note (4) 30”
(762 mm)
23”
(584 mm)
R7S12B24
1-7/8” – 8
(48 mm)
289 kips
(1286 kN)
362 kips
(1609 kN)
3-1/2”
(89 mm)
C 28 1000 ft-lbs
(2000*)
Note (4) 43”
(1092 mm)
33”
(838 mm)
R7S15C28

 

(*) 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) Torque value listed will achieve approximate load of 50% of the anchor ultimate strength, and is based on the torque tension curves here.
(4) Stress to desired tensile load using a hollow ram hydraulic jack. Consult your Williams Representative.
(5) Full ultimate strength of anchor can be achieved at listed embedment depth, provided there are no edge or spacing effects on the anchor.
– Spin-Locks come standard with 12” of threaded area.  Other lengths available upon request.
– WILLIAMS reserves the right to ship full length or coupled units as necessary.

 

Head Assemblies

The Williams Spin-Lock anchor assembly gives full 300° bearing area.  The smooth shell design allows for maximum shell to concrete contact and eliminates “point of contact” created by serrated designs.  The cone design supports the shell 300°, thereby eliminating any possible collapse of the shell under high load conditions.  The thrust ring stop in front of the shell prevents any possible rebound of the expanded shell down the cone when subjected to nearby blasting.  The Williams Spin-Lock anchor has been field proven on the world’s largest projects to far exceed in tension capacity any other mechanical anchor on the market.

Head
Assembly
Drill Hole
Diameter
Diameter
& Threads
per Inch
Cone Shell Thrust Ring Slip
Rings
Overall
Assembly
Length
Length Part No. Length Part No. Diameter Thickness
B20 2-1/2”
(65 mm)
1-1/4” – 7 NC
(32 mm)
4”
(102 mm)
LC-250 4”
(102 mm)
LS-250 2-1/8”
(54 mm)
1-1/4”
(32 mm)
9/64”
(3.6 mm)
9-1/2”
(241 mm)
B24 3”
(76 mm)
1-1/2” – 6 NC
(38 mm)
5-1/2”
(140 mm)
LC-300 5-1/2”
(140 mm)
LS-300 2-3/4”
(70 mm)
1-1/2”
(38 mm)
1/2”
(12.7 mm)
12-7/8”
(325 mm)
C14 1-3/4”
(44 mm)
1” – 8 NC
(25 mm)
4-1/4”
(108 mm)
LCF-175-8 3-3/4”
(95 mm)
LS-175 1-5/8”
(41 mm)
1-1/2”
(38 mm)
1/16”
(1.6 mm)
9-5/8”
(244 mm)
C28 3-1/2”
(89 mm)
1-7/8” – 8 UN
(48 mm)
7”
(178 mm)
LCF-350-16 6”
(152 mm)
LS-350 2-7/8”
(73 mm)
1-7/8”
(48 mm)
1/8”
(3.2 mm)
15-1/8”
(384 mm)

Coupled Head Assemblies

Williams can manufacture Spin-Lock Anchor systems with the use of a transition coupling, which allows the anchor to be designed with a continuously workable thread-form. This is advantageous when the anchor length may need to be adjusted in the field due to variable site conditions. The transition coupling engages a continuously threaded U.N. bar into the head assembly and the All-Thread Bar (typically Grade 75 & Grade 80 All-Thread Rebar or 150 KSI All-Thread-Bar) is attached to the other end of the coupling.

 


 

C2T Stop-Type Couplings & C2D Flange Couplings

Bar
Diameter
Outside
Diameter
Overall
Length
Stop-Type
Part Number
Flange Coupling
Flange Size Part Number
1”
(25 mm)
1-1/2”
(38 mm)
3”
(76 mm)
C2T-08 3” x 3”
(76 x 76 mm)
C2D-08
1-1/4”
(32 mm)
1-7/8”
(48 mm)
3-3/4”
(95 mm)
C2T-10 3” x 3”
(76 x 76 mm)
C2D-10
1-1/2”
(38 mm)
2-1/4”
(57 mm)
5”
(127 mm)
C2T-12 3” x 3”
(76 x 76 mm)
C2D-12
1-7/8”
(48 mm)
2-7/8”
(73 mm)
6”
(152 mm)
C2T-15

H1F Heavy Duty Hex Nuts

Bar
Diameter
Across
Flats
Across
Corners
Thickness Part
Number
1”
(25 mm)
1-5/8”
(41 mm)
1.9”
(48 mm)
63/64”
(25 mm)
H1F-08
1-1/4”
(32 mm)
2”
(51 mm)
2.3”
(59 mm)
1-7/32”
(31 mm)
H1F-10
1-1/2”
(38 mm)
2-3/8”
(60 mm)
2.7”
(70 mm)
1-15/32”
(37 mm)
H1F-12
1-7/8”
(48 mm)
2-15/16”
(75 mm)
3.4”
(86 mm)
1-27/32”
(47 mm)
H1F-15

R9F Hardened Washers

Bar
Diameter
Outside
Diameter
Inside
Diameter
Thickness Part
Number
1”
(25 mm)
2”
(51 mm)
1-1/16”
(29 mm)
5/32”
(4 mm)
R9F-08-436
1-1/4”
(32 mm)
2-1/2”
(64 mm)
1-3/8”
(35 mm)
5/32”
(4 mm)
R9F-10-436
1-1/2”
(38 mm)
3”
(76 mm)
1-5/8”
(41 mm)
5/32”
(4 mm)
R9F-12-436
1-7/8”
(48 mm)
3-3/4”
(95 mm)
2-1/8”
(54 mm)
7/32”
(5.6 mm)
R9F-16-436

R8M Beveled Washers

Bar
Diameter
Degree
of Bevel
Outside
Diameter
Inside
Diameter
Maximum
Thickness
Minimum
Thickness
Part
Number
1”
(25 mm)
15° 2-1/16”
(52 mm)
1”
(25 mm)
3/4”
(19 mm)
1/4”
(6 mm)
R8M-08S
1-3/8”
(36 mm)
15° 3-3/8”
(86 mm)
1-9/16”
(40 mm)
1-15/64”
(31 mm)
3/8”
(9.5 mm)
R8M-12S
2”
(51 mm)
3-9/16”
(91 mm)
2-1/16”
(52 mm)
13/16”
(21 mm)
1/2”
(13 mm)
R8M-16

To achieve full strength of the nut, beveled washers must be used in conjunction with a hardened washer.

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