TILT-UP CONSTRUCTION - Brock White
TILT-UP CONSTRUCTION - Brock White TILT-UP CONSTRUCTION - Brock White
Coil InsertsExposed Aggregate DetailsExposed Aggregate Face DownFor exposed aggregate panels cast face down, theheight of the coil insert should be 3/8” less than thestructural panel thickness. If inserts are ordered foroverall panel thickness, they will be too high whenplaced on aggregate.OverallPanelThickness3/8” NormalSetbackProperlytie insertto reinforcingExposed AggregateStructuralPanelThicknessLifting SystemsCoil InsertsExposed Aggregate Face UpFor exposed aggregate panels cast face up, the heightof the coil insert should be the same as the structuralpanel thickness and not protrude up into the exposedaggregate.OverallPanelThicknessProperlytie insertto reinforcingExposed AggregateStructuralPanelThicknessLifting Exposed Aggregate Face UpWhen lifting exposed aggregate panels cast face up, ifaggregate is carefully tamped and leveled during aggregateplacing, it may not be necessary to place a groutor bearing pad under lifting plate. If aggregate surface isuneven, a plywood bearing pad is recommended underthe lifting plate.Grout orBearing PadWhen used with large exposed aggregate face up panels,a grout pad is required to provide a bearing surfacefor the plate. Longer length bolts will be required forthese panels. See page 62 and 63 and the illustrationbelow for determining overall length of required bolts.PolyethyleneSheetGrout PadExposedAggregateSafety InformationCoil BoltDiameterMinimumCoil Penetration3/4” 2-1/4”1” 2-1/2”1-1/4” 2-1/2”1-1/2” 3”Danger! Incorrect penetration of coil bolts through thecoil may result in premature failure.BoltDiameterLift Plate ThicknessPlus ExposedAggregate Grout Padand Insert SetbackMinimum CoilPenetration60 04-09
Coil InsertsHow to use Coil Face Inserts1. 2. 3A.Position insert in place andwire securely to rebar. Makesure coil is perpendicular topanel face.Place concrete, vibrate carefully inregion of insert, and use screedingtechniques which will prevent crownsin slab. Excessive slab thickness willincrease setback dimensions and willrequire the use of longer bolts.3B.After plastic plug has beenlocated, chip concrete cover offand with a pair of pliers pull theplug out of the coil.Remove T-21 Plastic plug byprying it out with a screwdriverLifting SystemsCoil Inserts4. 5. 6.Hole should be small and conciseand if not used immediately shouldbe plugged to prevent debris andwater from entering.Clean hole with compressed air .then place lift plate directly overinsert hole.Slip bolt through hole in lift plateand start bolt into coil by hand.7. 8. 9.Turn bolt clockwise with a wrenchuntil bolt is secured tight againstlift plate.Attach crane line (use doubleclevises or swivels to take outtwists in crane line) to lifting bail.Apply initial tension to crane linesand make sure bail is aligned indirection of applied load.To remove lift plate after panel iserected turn bolt counter clockwisewith a wrench until bolt isfree.Danger! Crane line loads and bail of double-swivel lift plate must be turned in direction of crane forces before lifting operation begins.Crane line loads must not be allowed to apply sidewards loads to bail as this condition is dangerous and could lead to premature failureof hardware.04-0961
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- 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: Coil InsertsT-2 Double Pick-up Inse
- 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
- 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
Coil InsertsHow to use Coil Face Inserts1. 2. 3A.Position insert in place andwire securely to rebar. Makesure coil is perpendicular topanel face.Place concrete, vibrate carefully inregion of insert, and use screedingtechniques which will prevent crownsin slab. Excessive slab thickness willincrease setback dimensions and willrequire the use of longer bolts.3B.After plastic plug has beenlocated, chip concrete cover offand with a pair of pliers pull theplug out of the coil.Remove T-21 Plastic plug byprying it out with a screwdriverLifting SystemsCoil Inserts4. 5. 6.Hole should be small and conciseand if not used immediately shouldbe plugged to prevent debris andwater from entering.Clean hole with compressed air .then place lift plate directly overinsert hole.Slip bolt through hole in lift plateand start bolt into coil by hand.7. 8. 9.Turn bolt clockwise with a wrenchuntil bolt is secured tight againstlift plate.Attach crane line (use doubleclevises or swivels to take outtwists in crane line) to lifting bail.Apply initial tension to crane linesand make sure bail is aligned indirection of applied load.To remove lift plate after panel iserected turn bolt counter clockwisewith a wrench until bolt isfree.Danger! Crane line loads and bail of double-swivel lift plate must be turned in direction of crane forces before lifting operation begins.Crane line loads must not be allowed to apply sidewards loads to bail as this condition is dangerous and could lead to premature failureof hardware.04-0961
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