ALP® Supply P: 800-332-7090 P: 215-736-2030 www.alpsupply.com190
ALP2018
LIFT
ING
&HA
NDLI
NG
The QUIKLIFT™ Insulated Panel Anchor is specifically designed to edge-lift insulated panels efficiently and economically. The anchor spans the insulation and connects the exterior and interior wythes, distributing the shear and tension loads through the added reinforcement. The anchor has a very small profile, minimizing the disruption of the insulation during installation. The anchor supports each wythe during the erection process, decreasing the shear stress on the insulated panel tie system. Reinforcement is required as shown in the details below. These anchors use the standard 4T-6T and 8T-11T Lifting Clutches and accessories.
Standard Finish: Hot-Dipped Galvanized
Impact resistant, even in freezing temperatures
SPW
Thickness
WidthB
Length
A
SPL
SPT
QUIKLIFT™ INSULATED PANEL ANCHORS
INSULATED PANEL ANCHOR WITH SHEAR PLATE INFORMATION
PartNumber
Ton Ring Clutch System Width Length Thickness A BAnchor Ultimate Mechanical
Load in Tension (lbs)Weight Per Piece
(lbs)SPW Shear Plate Width
SPL Shear Plate Length
SPT Shear Plate Thickess
QL184SPG 8T 8T-11T (QL003) 6” 4-3/4” 3/4” 3-3/8” 4-3/8” 64,000 6.60 3-1/2” 3” 3/8”
QL242SPG 10T 8T-11T (QL003) 7” 4-3/4” 3/4” 3-3/8” 5” 80,000 7.75 8” 3” 3/8”
QL243SPG 10T 8T-11T (QL003) 8” 4-3/4” 3/4” 3-3/8” 6” 80,000 9.63 8” 3” 3/8”
TM
INSULATED PANEL ANCHOR INFORMATION
PartNumber
Ton Ring Clutch System Width Length Thickness A BAnchor Ultimate Mechanical
Load in Tension (lbs)Weight Per Piece (lbs)
QL077G 4T 4T-6T (QL002) 6” 3-1/4” 5/8” 1-13/16” 4-3/8” 32,000 3.13
QL184G 8T 8T-11T (QL003) 6” 4-3/4” 3/4” 3-3/8” 4-3/8” 64,000 5.80
QL242G 10T 8T-11T (QL003) 7” 4-3/4” 3/4” 3-3/8” 5” 80,000 6.70
QL243G 10T 8T-11T (QL003) 8” 4-3/4” 3/4” 3-3/8” 6” 80,000 7.75
INSULATED PANELANCHOR INSULATED PANEL
ANCHORW/SHEAR PLATE
ConcreteInsulationConcrete
Shear Parallel toPanel Thickness
Shear Perpendicular toPanel Thickness
Tension
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191ALP® Supply P: 800-332-7090 P: 215-736-2030 www.alpsupply.com
ALP2018
LIFT
ING
&HA
NDLI
NG
3
2
3
8” INSULATED PANEL(3” x 2” x 3”)
2
2
4
8” INSULATED PANEL(4” x 2” x 2”)
BEND DETAIL B
4”
5/8” ofWYTHE
ANCHOR REBAR HOLE
BEND DETAIL A
2
2
4
8” INSULATED PANEL(2” x 2” x 4”)
3
3
9” INSULATED PANEL(3” x 3” x 3”)
3
3
3
10” INSULATED PANEL(3” x 4” x 3”)
4
AnchorTonnage
Anchor Part Number
Grade 60 Rebar
Size L - Length
4 TON QL077G #4 34”
8 TONQL184G
QL184SPG#5 42”
10 TON
QL242GQL242SPG
QL243GQL243SPG
#5 66”
QUIKLIFT™ INSULATED PANEL ANCHOR CAPACITY IN CONCRETE
TM
30º
L
STEP 1: Bend rebar per Detail A
STEP 2: Add additional bend as noted below
8” INSULATED PANEL(2” X 2” X 4”)
Required ReinforcementGrade 60 RebarAnchor Capacity in Concrete 4:1 SWL
PartNumber
Ton Concrete PSIShear Parallel to Panel
Thickness (lbs)Shear Perpendicular to Panel Thickness (lbs)
Reinforced TensionLoad (lbs)
Bottom Bend Detail
Top BendDetail
QL184SPG 8T 4,600 4,600 9,870 15,400 B A
8” INSULATED PANEL(3” X 2” X 3”)
Required ReinforcementGrade 60 RebarAnchor Capacity in Concrete 4:1 SWL
PartNumber
Ton Concrete PSIShear Parallel to Panel
Thickness (lbs)Shear Perpendicular to Panel Thickness (lbs)
Reinforced TensionLoad (lbs)
Bottom Bend Detail
Top BendDetail
QL077G 4T 3,500 3,425 8,000 8,000 A A
QL184G 8T 4,500 3,850 9,900 16,000 A A
QL184SPG 8T 4,500 4,400 8,800 15,400 A A
8” INSULATED PANEL(4” X 2” X 2”)
Required ReinforcementGrade 60 RebarAnchor Capacity in Concrete 4:1 SWL
PartNumber
Ton Concrete PSIShear Parallel to Panel
Thickness (lbs)Shear Perpendicular to Panel Thickness (lbs)
Reinforced TensionLoad (lbs)
Bottom Bend Detail
Top BendDetail
QL077G 4T 4,500 3,300 8,000 8,000 A B
QL184G 8T 4,500 3,450 10,500 16,000 A B
9” INSULATED PANEL(3” X 3” X 3”)
Required ReinforcementGrade 60 RebarAnchor Capacity in Concrete 4:1 SWL
PartNumber
Ton Concrete PSIShear Parallel to Panel
Thickness (lbs)Shear Perpendicular to Panel Thickness (lbs)
Reinforced TensionLoad (lbs)
Bottom Bend Detail
Top BendDetail
QL242G 10T 4,500 4,100 10,900 20,000 A A
QL242SPG 10T 4,500 4,700 10,900 20,000 A A
10” INSULATED PANEL(3” X 4” X 3”)
Required ReinforcementGrade 60 RebarAnchor Capacity in Concrete 4:1 SWL
PartNumber
Ton Concrete PSIShear Parallel to Panel
Thickness (lbs)Shear Perpendicular to Panel Thickness (lbs)
Reinforced Tension Load (lbs)
Bottom Bend Detail
Top BendDetail
QL243G 10T 4,500 3,850 9,200 20,000 A A
QL243SPG 10T 4,500 4,400 9,200 20,000 A A
Above capacities are based upon mechanical testing and available industry data.
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