R1H Hollow-Core Spin-Lock Concrete Anchors

Through years of development Williams has produced and patented the Prestressable, Hollow-Core, Groutable Spin-Lock Concrete Anchoring Systems.  The hollow-core allows the anchor 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.  Grout rises and returns through the de-air tube when the hole is filled.  Improperly or incomplete grouted anchors are subjected to relaxation and corrosion.  Because the Spin-Lock head assembly provides 300º perimeter expansion anchorage and develops the full strength of the rod, the hollow-core concrete anchor may be prestressed to the desired load and tested prior to grouting. Unfortunately, the Hollow-Core rebar is not available from a domestic source.

R1H Structural Properties

Yield
Stress
Ultimate
Stress
Elongation
in 2” (51 mm)
Reduction
of Area
91 KSI
(627 MPa)
124 KSI
(854 MPa)
15% min 40% min

R1H High Grade Hollow-Core Concrete Anchor

ASTM A615 Deformation Pattern

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)
48.6 kips
(216 kN)
66.3 kips
(294 kN)
1-3/4”
(44 mm)
C 14 250 ft-lbs
(450*)
400 ft-lbs 17”
(432 mm)
13”
(330 mm)
R1H08C14
1-3/8” – 8
(35 mm)
101 kips
(451 kN)
138 kips
(615 kN)
2-1/2”
(65 mm)
B 20 750 ft-lbs
(1200*)
Note (4) 28”
(711 mm)
21”
(533 mm)
R1H11B20
2” – 6
(51 mm)
221 kips
(982 kN)
301 kips
(1338 kN)
3-1/2”
(89 mm)
C 28 1000 ft-lbs
(2000*)
Note (4) 46”
(1168 mm)
36”
(914 mm)
R1H16C28

(*) 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)
1-3/8” – 8 NC
(35 mm)
4”
(102 mm)
LC-250 4”
(102 mm)
LS-250 2-1/8”
(54 mm)
1-3/8”
(35 mm)
9/64”
(3.6 mm)
9-5/8”
(244 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)
2” – 6 UN
(51 mm)
7”
(178 mm)
LCF-350-16 6”
(152 mm)
LS-350 2-7/8”
(73 mm)
2”
(51 mm)
1/8”
(3.2 mm)
15-1/4”
(387 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
1-3/8”
(35 mm)
2-1/8”
(54 mm)
4”
(102 mm)
C2T-11 3” x 3”
(76 x 76 mm)
C2D-11
2”
(51 mm)
3”
(76 mm)
6”
(152 mm)
C2T-16

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
1-3/8”
(36 mm)
2-3/16”
(56 mm)
2.5”
(64 mm)
1-11/32”
(34 mm)
H1F-11
2”
(51 mm)
3-1/8”
(79 mm)
3.6”
(92 mm)
1-31/32”
(50 mm)
H1F-16

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
1-3/8”
(36 mm)
2-3/4”
(70 mm)
1-1/2”
(38 mm)
5/32”
(4 mm)
R9F-11-436
2”
(51 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.

globe
Want to talk? Find your Williams Form Engineering Representative.
globe