TILT-UP CONSTRUCTION - Brock White
TILT-UP CONSTRUCTION - Brock White TILT-UP CONSTRUCTION - Brock White
Ground Release IISystemP-53 Swift Lift Eye Anchor - Edge LiftingThe Dayton Superior Swift Lift Eye Anchor (P-53) is similar to the P-52 anchor but has an eye at the foot to accept P-60Tension Bars. The P-53 anchor is used primarily in thin sections, thin panels of lightweight concrete or shapes that mustbe handled at concrete compressive strengths below 2,000 psi. P-53 anchors are available in 1, 2, 3, 4, 8 and 16 T capacitiesand each has its load rating embossed on the head. NOTE: P-60 Tension Bar must be used with this anchor to achieveloads.Lifting SystemsCoil InsertsP-53 Swift LiftEye AnchorTo Order:Specify: (1) quantity, (2) name,(3) system size, (4) lengthExample:200, P-53 Swift Lift Eye Anchors,5 ton, 9-1/2” longP-53 Swift Lift Eye Anchor for Lifting and HandlingThe P-53 Swift Lift Eye Anchor is designed for use with the P-60 Tension Bar placed through the eye of the anchor. Thiscombination of Swift Lift Eye Anchor and P-60 Tension Bar allows the anchor’s full rated tensile load to be developed inthin, narrow wall applications. The anchor should be located at the center line of the wall. When two or more anchors arerequired, the minimum spacing between anchors must be equal to the minimum panel width.The combination of P-53 Swift Lift Eye Anchor and P-60 Tension Bar is an excellent system to use for lifting, handlingand setting precast columns.P-53 Swift Lift Eye Anchor Selection ChartAnchorRatedLoad(TonsAnchorLengthLMinimumThicknessor Depth2 deActualEdgeDistancedeMinimumCornerDistanceMinimumPanelWidthTensile SafeWorking Loadper Anchor 2,000 PSI *Tensile SafeWorking Loadper Anchor 2,500 PSI1 2-1/2” 3” 1-1/2” 8” 16” 3,000 lbs. 3,300 lbs.2 3-1/2” 3” 1-1/2” 4” 8” 6,000 lbs. 6,600 lbs.4 4-3/4” 3-3/4” 1-7/8” 5” 10” 12,000 lbs. 12,200 lbs.8 7-1/16” 4-3/4” 2-3/8” 7” 14” 24,000 lbs. 26,400 lbs.16 9-7/8” 6-3/8” 6-3/4” 8-1/2” 17” 60,000 lbs. 66,000 lbs.*Safe Working Load provides a factor of safety of approximately 2 to 1 in 2,000 psi normal weight concrete. The P-53 EyeAnchor must be used in conjunction with the P-60 Tension Bar in order to develop its published rated working loads.Note: Contact Dayton Superior Technical Service Department for safe working loads when the P-53 Eye Anchor is usedwith straight lengths of rebar.44 04-09
Ground Release IISystemP-60 Swift Lift Tension BarThe Dayton Superior Swift Lift Tension Bar (P-60) is designed to be used with the P-53 Eye Anchor in order for the eye anchor to develop itspublished rated working loads. See P-60 sizes and dimensions below.To Order:Specify: (1) quantity, (2) name,(3) anchor sizeExample:200, P-60 Swift Lift Tension Bar,10-ton anchorP-60 Swift Lift Tension BarAnchorRatedLoad(Tons)P-60 Swift Lift Tension Bar DimensionsGrade 60RebarSizeRebarOverallLengthAStandard Maximum1 .306” Wire 40” 14” ------ 3/4”2 #3 24” 5” 7-1/2” 1-1/8””4 #5 24” 6-1/4” 10” 1-7/8””8 #6 48” 9-1/2” 15” 2-1/4”20 #9 86” 12-1/2” 20” 3”RLifting SystemsCoil InsertsP-60 Wire Style P-60 Rebar StyleNote: Wire style is for use with 1.3 ton P-53 Eye Anchors only.P-60 Swift Lift Tension Bar InstallationThe proper installation of a tension bar is as follows:1) Place the tension bar through the eye of the anchor in such a manner that the tension bar contacts the bottom of the eye.2) Make certain the legs of the tension bar are equal on either side of the anchor.3) Wire the tension bar into position so that the tension bar stays in contact with the bottom of the eye.(See sketch below.)DO NOT attempt to use field-bent bars as a replacement for the Dayton Superior P-60 Tension Bar. Field bending may resultin an improperly shaped tension bar, an incorrect radius and/or a cracked bar. A problem, such as this, can cause the field-benttension bar to fail prematurely.RightWrong04-0945
- Page 4 and 5: 2 02-09
- Page 6: General and TechnicalInformationGen
- Page 11 and 12: General andTechnical InformationThr
- Page 15 and 16: General andTechnical InformationBon
- Page 17 and 18: Panel ErectionInformationPanel Anal
- Page 19 and 20: Panel ErectionInformationStress Tab
- Page 21 and 22: Panel ErectionInformationStrongback
- Page 23 and 24: Panel ErectionInformationonto the s
- Page 25 and 26: Panel ErectionInformationStandard R
- Page 27 and 28: Panel ErectionInformationBrace and
- Page 29 and 30: Dayton SuperiorLifting SystemsDayto
- Page 31 and 32: SuperiorLifting SystemMinimum Inser
- Page 33 and 34: SuperiorLifting SystemT-110 Superio
- Page 35 and 36: Ground Release IISystemT-41 Ground
- Page 37 and 38: Ground Release IISystemHow to use t
- Page 39 and 40: Ground Release IISystemT-42 Double
- Page 41 and 42: Ground Release IISystemHow to use t
- Page 43 and 44: Ground Release IISystemP-52 Swift L
- Page 45: Ground Release IISystemHow To Insta
- Page 49 and 50: Gyro Tilt PlusSystemGyro Tilt Plus
- Page 51 and 52: Gyro Tilt PlusSystemT-50 Gyro Tilt
- Page 53 and 54: Gyro Tilt PlusSystemHow to Remove t
- Page 55 and 56: Tilt-Up 3Lifting SystemTILT-UP 3 LI
- Page 57 and 58: Tilt-Up 3Lifting SystemHow to Remov
- Page 59 and 60: Tilt-Up 3Lifting SystemMinimum Inse
- Page 61 and 62: Coil InsertsT-2 Double Pick-up Inse
- Page 63 and 64: Coil InsertsHow to use Coil Face In
- Page 65 and 66: Coil InsertsTotal System and Safe W
- Page 67 and 68: Coil InsertsT-8 Lifting Angle• De
- Page 69 and 70: Strongback SystemStrongbacksWhen op
- Page 71 and 72: Strongback SystemT-13-D Strongback
- Page 73 and 74: Strongback SystemT-63 Aluminum Stro
- Page 75 and 76: Bracing InformationBrace LoadingBra
- Page 77 and 78: Bracing InformationBrace to Floor S
- Page 79 and 80: Bracing InformationKnee, Lateral an
- Page 81 and 82: Bracing InformationBracing to Cylin
- Page 83 and 84: Bracing InformationT-13 COIL-ANCHOR
- Page 85 and 86: Bracing InformationT-4 Brace Anchor
- Page 87 and 88: Bracing InformationBrace Length and
- Page 89 and 90: Sandwich PanelConnectorsP-24 Delta
- Page 91 and 92: Sandwich PanelConnectorsDelta Tie I
- Page 93 and 94: Form LinersWhen it is time to choos
- Page 95 and 96: Form LinersWood Patterns4" Wide Age
Ground Release IISystemP-60 Swift Lift Tension BarThe Dayton Superior Swift Lift Tension Bar (P-60) is designed to be used with the P-53 Eye Anchor in order for the eye anchor to develop itspublished rated working loads. See P-60 sizes and dimensions below.To Order:Specify: (1) quantity, (2) name,(3) anchor sizeExample:200, P-60 Swift Lift Tension Bar,10-ton anchorP-60 Swift Lift Tension BarAnchorRatedLoad(Tons)P-60 Swift Lift Tension Bar DimensionsGrade 60RebarSizeRebarOverallLengthAStandard Maximum1 .306” Wire 40” 14” ------ 3/4”2 #3 24” 5” 7-1/2” 1-1/8””4 #5 24” 6-1/4” 10” 1-7/8””8 #6 48” 9-1/2” 15” 2-1/4”20 #9 86” 12-1/2” 20” 3”RLifting SystemsCoil InsertsP-60 Wire Style P-60 Rebar StyleNote: Wire style is for use with 1.3 ton P-53 Eye Anchors only.P-60 Swift Lift Tension Bar InstallationThe proper installation of a tension bar is as follows:1) Place the tension bar through the eye of the anchor in such a manner that the tension bar contacts the bottom of the eye.2) Make certain the legs of the tension bar are equal on either side of the anchor.3) Wire the tension bar into position so that the tension bar stays in contact with the bottom of the eye.(See sketch below.)DO NOT attempt to use field-bent bars as a replacement for the Dayton Superior P-60 Tension Bar. Field bending may resultin an improperly shaped tension bar, an incorrect radius and/or a cracked bar. A problem, such as this, can cause the field-benttension bar to fail prematurely.RightWrong04-0945
Change language