TILT-UP CONSTRUCTION - Brock White
TILT-UP CONSTRUCTION - Brock White TILT-UP CONSTRUCTION - Brock White
Bracing InformationBrace Length and Safe Working Loads (Cont.)B-6 Short Pipe BraceD WF B12'-0"8'-0"6'-0"10'-0"13'-0"8'-9"6'-6"10'-9"14'-0"9'-5"7'-0"11'-8"15'-0"10'-0"7'-6"12'-5"16'-0"10'-9"8'-0"13'-3"Safe Working LoadWithout Knee Bracing6,500 lbs.6,450 lbs.5,225 lbs.4,450 lbs.3,750 lbs.Note: Depending on panel thickness and height, a double mat of reinforcing steel may be required to resist the bending stresses oftemporary wind loads.SWL provides a minimum factor of safety of 1.5 to 1.Bracing InformationJumbo Pipe BracesType D W F B Safe Working Load WithoutKnee, Lateral andEnd BracingB-7 15’-0” to 24’-0” 13’-6” 10’-3” 17’-0” 6,500 lbs.B-8 19’-0” to 31’-0” 17’-6” 13’-3” 22’-0” 6,500 lbs.B-9 23’-0” to 39’-0” 21’-6” 16’-3” 27’-0” 4,800 lbs.B-10 27’-0” to 46’-0” 25’-6” 19’-3” 32’-0” 3,600 lbs.B-11 22’-0” 20’-5” 15’-4” 25’-6” Min. 9,000 lbs.B-11 58’-0” 32’-0” 24’-0” 40’-0” Max. 9,000 lbs.B-12 27’-0” to 46’-0” 25’-6” 19’-3” 32’-0” 9,000 lbs.B-14 35’-0” to 60’-0” 33’-6” 25’-3” 42’-0” 5,200 lbs.B-15 43’-0” to 60’-0” 41’-6” 31’-3” 52’-0” 3,800 lbs.B-16 42’-0” 28’-9” 21’-8” 37’-0” 8,000 lbs.B-17 35’-0” to 60’-0” 33’-6” 25’-3” 42’-0” 12,000 lbs.B-18 43’-0” to 60 -0” 41’-6” 31’-3” 52’-0” 12,000 lbs.Note: Depending on panel thickness and height, a double mat of reinforcing steel may be required to resist the bending stresses oftemporary wind loads.SWL provides a minimum factor of safety of 1.5 to 1.Note! When calculating maximum brace spacing always compare the selected brace safe working load with the maximum brace load thatcan be safely carried by the brace anchor.86 04-09
Sandwich PanelConnectorsP-24 Delta TieThe Dayton Superior P-24 Delta Tie is a unique insulated tilt-up concrete panel connector. It allows the contractor tofabricate a highly energy-efficient, insulated concrete sandwich wall panel using the insulating foam of his choice.This versatile connector allows the foam insulation to be placed from panel edge to panel edge, eliminating thermalbridges and costly energy loss. The foam insulation is sandwiched between two concrete wythes, or layers, to form a longlasting,energy-efficient concrete sandwich wall panel. The three wythes are tied together using P-24 Delta Ties. Spacing ofthe Delta Ties varies, based on the panel’s required composite moment capacity.The Delta Tie is produced using an engineered composite matrix. It consists ofa geometrically configured, two-dimensional truss manufactured from continuouswound fiberglass embedded in an alkali resistant resin. The design of the Delta Tieproduces a connector of remarkable strength and durability.The non-metallic, non-corrosive design of the Delta Tie eliminates any thermaltransfer through the panel, increasing the insulating efficiency of the panel.Advantages• Increased load bearing.• Stiffer insulated panels, easier to handle.• Design flexibility.• Material, labor and transportation cost reduction.• Quick and easy installation.• Applicable to all brands of foam panel insulation.P-24 Delta TieThe standard Delta Tie dimensions are shown in the accompanying detail.The connector is designed so that it can be oriented in the panel either on endor side, depending on the thickness of the insulation. For example, the 5” x 7” sizecan be used on its side in a 1” to 2” insulation or on end for 2” to 4” insulation. TheDelta Tie can be used with any rigid insulation from 1” to 4” thick. This versatile,dual-use feature adds to the Delta Tie’s effective application compatibility and, atthe same time, reduces inventory and storage requirements.In individual connector specimen and full size panel tests the Delta Tie hasexhibited excellent loading behavior and load capacities.Increased Load BearingTests have verified the excellent tension and shear strength characteristics of theDelta Tie insulated panel connector.The P-24 Delta Tie has the following ultimate capacities:• 3,220 lbs. in shear.• 3,100 lbs. in tension.Stiffer Insulated Concrete PanelsPatent PendingP-24 Delta TieThe inherent capabilities of the truss design greatly increase the stiffness of the panel. The added stiffness makes the paneleasier to lift, handle, store and/or transport.Design FlexibilityDue to the composite action gained by using the Delta Tie, panels may be cast in longer lengths or with thinner concretewythes. Contact Dayton Superior for design programs available for Engineers.Cost SavingsThe Delta Tie design provides a fast and easy installation to save labor. It produces stiffer panels to lessen handling. Theconnector’s design flexibility allows the cost saving attributes to be designed into the panel. Delta Tie connectors are purchasedas a separate item, allowing the contractor to provide the foam insulation of his choice.Quick and Easy InstallationThe two-dimensional design of the Delta Tie lends itself to easy installation. No drilling or special tools required. Simply usethe foam as a straight-edge template to quickly place the connectors.5"3"1/2" Typ.5"7"Sandwich PanelSystemMaximum recommended spacing is 8 square feet of panel per panel connector.For spacing other then 8 square feet of panel per connector, contact a Dayton Superior Technical Service Center.To Order:Specify: (1) quantity, (2) name.Example:500, P-24 Delta Ties.02-0987
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Bracing InformationBrace Length and Safe Working Loads (Cont.)B-6 Short Pipe BraceD WF B12'-0"8'-0"6'-0"10'-0"13'-0"8'-9"6'-6"10'-9"14'-0"9'-5"7'-0"11'-8"15'-0"10'-0"7'-6"12'-5"16'-0"10'-9"8'-0"13'-3"Safe Working LoadWithout Knee Bracing6,500 lbs.6,450 lbs.5,225 lbs.4,450 lbs.3,750 lbs.Note: Depending on panel thickness and height, a double mat of reinforcing steel may be required to resist the bending stresses oftemporary wind loads.SWL provides a minimum factor of safety of 1.5 to 1.Bracing InformationJumbo Pipe BracesType D W F B Safe Working Load WithoutKnee, Lateral andEnd BracingB-7 15’-0” to 24’-0” 13’-6” 10’-3” 17’-0” 6,500 lbs.B-8 19’-0” to 31’-0” 17’-6” 13’-3” 22’-0” 6,500 lbs.B-9 23’-0” to 39’-0” 21’-6” 16’-3” 27’-0” 4,800 lbs.B-10 27’-0” to 46’-0” 25’-6” 19’-3” 32’-0” 3,600 lbs.B-11 22’-0” 20’-5” 15’-4” 25’-6” Min. 9,000 lbs.B-11 58’-0” 32’-0” 24’-0” 40’-0” Max. 9,000 lbs.B-12 27’-0” to 46’-0” 25’-6” 19’-3” 32’-0” 9,000 lbs.B-14 35’-0” to 60’-0” 33’-6” 25’-3” 42’-0” 5,200 lbs.B-15 43’-0” to 60’-0” 41’-6” 31’-3” 52’-0” 3,800 lbs.B-16 42’-0” 28’-9” 21’-8” 37’-0” 8,000 lbs.B-17 35’-0” to 60’-0” 33’-6” 25’-3” 42’-0” 12,000 lbs.B-18 43’-0” to 60 -0” 41’-6” 31’-3” 52’-0” 12,000 lbs.Note: Depending on panel thickness and height, a double mat of reinforcing steel may be required to resist the bending stresses oftemporary wind loads.SWL provides a minimum factor of safety of 1.5 to 1.Note! When calculating maximum brace spacing always compare the selected brace safe working load with the maximum brace load thatcan be safely carried by the brace anchor.86 04-09