TILT-UP CONSTRUCTION - Brock White
TILT-UP CONSTRUCTION - Brock White TILT-UP CONSTRUCTION - Brock White
Coil InsertsEdge Pick-up.375” DiameterLoop for Tension.375” DiameterLoop for Tension12”12”.375” DiameterShear Bar.375” DiameterShear BarLifting SystemsCoil Inserts5-1/2”12”23”11-1/2”5-3/4”T-3 Edge Pick-Up Insert T-3-A Edge Pick-Up InsertSafe Working Load Per Insert Thickness (lbs.)InsertTypeCoilBoltDia.ConcreteStrengthLoad Condition4”Panel5”Panel5-1/2”Panel6”Panel6-1/2”Panel7”Panel7-1/2”Panel8”PanelT-3-A3/4”Single2,500Tension — — — — — — — —Shear — — — — — — — —T-3-A1”Single2,500Tension — 6,000 6,600 7,200 7,800 8,400 9,000 9,000Shear — 2,700 2,500 2,800 2,850 2,900 3,000 3,100T-3T-33/4”Double1”Double2,5002,500Tension 5,000 — — — — — — —Shear 3,000 — — — — — — —Tension — 8,000 8,800 9,600 10,400 11,200 12,000 12,800Shear — 4,200 4,500 4,800 5,100 5,400 5,700 6,000Approximate safety factor 2 to 1 in normal weight concrete. SWL’s are based on the insert set back 1/2” from face of concrete. Warning!See page 6 for reduction factors for use with lightweight concrete.Proper Placement of “Edge” T-3 or T-3-A InsertsWhen using EDGE inserts a 1/2” thick wood washer or cut washers must be used against the ends of the loopswhen bolting the insert in place prior to placing concrete. This is necessary so that when the lifting plate is drawn downtightly it will bear against the concrete and not against the loop ends. This procedure is necessary to develop the loadsshown in the table. EDGE inserts must be located in the center of the panel structural thickness.Form cavity for liftingbolt with Insert LocatorPlug or Setting bolt.Coil BoltCasting SurfaceNOTE: Shear Bars Mustbe on Top of CoilsCut Washers or1/2” Thick Wood Washer15” MinimumEdge DistanceCenter Line ofStructural ThicknessT = PanelStructuralThicknessT2T2L2PL2Use T-27 Edge LiftingPlate for T-3 insertUse T-12 or T-26Lifting Plates withT-3-A insertTo Achieve SWL Lifting Plate must be centered on T-3 insert62 04-09
Coil InsertsTotal System and Safe Working LoadsThe user must be aware of the capacity of the total lifting system since the determination of the safe working load involvesconcrete strength and safe working loads of the insert, bolt and lifting hardware. All must be evaluated with the lowestsafe load component determining the safe working load of the system. This handbook has such values listed in tabular formfor all components including the minimum concrete compressive strengths that must exist at time of use. Therefore, do notassume that an insert’s safe working load is that of the system, since the SWL’s of the bolt or lifting hardware may be lessthan that of the insert. Examine the values of all components.CoilsCoil DimensionsBoltDiameterABWireDiameterThreadsPer Inch1/2” 1-1/8” 25/32” .162” 63/4” 1-9/16” 1-3/32” .218” 4-1/21” 2” 1-7/16” .281” 3-1/21-1/4” 2” 1-11/16” .281” 3-1/21-1/4” 3-3/16” 1-11/16” .281” 3-1/21-1/2” 2-5/16” 1-15/16” .281” 3-1/21-1/2” 3-7/16” 1-15/16” .281” 3-1/2BABolt Diameter• Standard length coils are available for 3/4”, 1”, 1-1/4”and 1-1/2” diameter bolts.• Longer length coils for 1-1/4“ or 1-1/2” diameter boltsare used in T-1, T-24 Single Pick-up Inserts.Lifting SystemsCoil InsertsWarning! Do no use coils without strut or leg wires weldedto them as they will not develop sufficient load carryingcapabilities.How to Determine Bolt LengthMinimum CoilPenetrationand VoidInsert SetbackForm LumberMinimum CoilPenetrationInsert SetbackT-27 Lifting PlateSetting BoltRequiredBolt LengthVoidLifting BoltPlate ThicknessNote! Always check to make certain that youhave the proper clearance void to prevent theLifting Bolt from bottoming out. You must be ableto tighten the bolt down tight to prevent the liftinghardware from slipping and applying unexpectedloads to the insert.04-09Setting Boltfor Edge InsertsLifting Boltfor Edge InsertsForm Lumber 1-1/2” T-27 Plate Thickness 1”Insert Setback 1/2” Insert Setback 1/2”Minimum Coil Penetration 2-1/2” Minimum Coil Penetration 2-1/2”Minimum Void 1/2”Total Bolt Length 5”Total Bolt Length 4”Note! Face insert lifting bolt lengths are calculated in a similar manner tothat shown above.63
- 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 and 46: Ground Release IISystemHow To Insta
- Page 47 and 48: Ground Release IISystemP-60 Swift L
- 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: Coil InsertsHow to use Coil Face In
- 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
- Page 97 and 98: Form LinersBlock PatternsBrick Patt
- Page 99 and 100: Form LinersStone PatternsRugged Fla
- Page 101 and 102: Form LinersVinyltite1.500" 1.500"0.
- Page 103 and 104: Form LinersApplication GuideTilt-Up
- Page 105 and 106: MiscellaneousT-58 Double Chamfer St
- Page 107 and 108: MiscellaneousRustications, Chamfers
- Page 109 and 110: MiscellaneousP-80 Shim StripsDayton
- Page 111 and 112: MiscellaneousMetal Supports for Reb
- Page 113 and 114: Cure Miscellaneous andBondbreakerBo
Coil InsertsEdge Pick-up.375” DiameterLoop for Tension.375” DiameterLoop for Tension12”12”.375” DiameterShear Bar.375” DiameterShear BarLifting SystemsCoil Inserts5-1/2”12”23”11-1/2”5-3/4”T-3 Edge Pick-Up Insert T-3-A Edge Pick-Up InsertSafe Working Load Per Insert Thickness (lbs.)InsertTypeCoilBoltDia.ConcreteStrengthLoad Condition4”Panel5”Panel5-1/2”Panel6”Panel6-1/2”Panel7”Panel7-1/2”Panel8”PanelT-3-A3/4”Single2,500Tension — — — — — — — —Shear — — — — — — — —T-3-A1”Single2,500Tension — 6,000 6,600 7,200 7,800 8,400 9,000 9,000Shear — 2,700 2,500 2,800 2,850 2,900 3,000 3,100T-3T-33/4”Double1”Double2,5002,500Tension 5,000 — — — — — — —Shear 3,000 — — — — — — —Tension — 8,000 8,800 9,600 10,400 11,200 12,000 12,800Shear — 4,200 4,500 4,800 5,100 5,400 5,700 6,000Approximate safety factor 2 to 1 in normal weight concrete. SWL’s are based on the insert set back 1/2” from face of concrete. Warning!See page 6 for reduction factors for use with lightweight concrete.Proper Placement of “Edge” T-3 or T-3-A InsertsWhen using EDGE inserts a 1/2” thick wood washer or cut washers must be used against the ends of the loopswhen bolting the insert in place prior to placing concrete. This is necessary so that when the lifting plate is drawn downtightly it will bear against the concrete and not against the loop ends. This procedure is necessary to develop the loadsshown in the table. EDGE inserts must be located in the center of the panel structural thickness.Form cavity for liftingbolt with Insert LocatorPlug or Setting bolt.Coil BoltCasting SurfaceNOTE: Shear Bars Mustbe on Top of CoilsCut Washers or1/2” Thick Wood Washer15” MinimumEdge DistanceCenter Line ofStructural ThicknessT = PanelStructuralThicknessT2T2L2PL2Use T-27 Edge LiftingPlate for T-3 insertUse T-12 or T-26Lifting Plates withT-3-A insertTo Achieve SWL Lifting Plate must be centered on T-3 insert62 04-09
Change language