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PBI Structural Anchor - West Coast Fasteners

PBI Structural Anchor2. Load controlled expansion anchors for Structural connectionsAllowable Working Load Performance Data40 MPa ConcretePanelBoltDrillClearanceTorqueEmb edthicknessPart (Minimum)mmmmmmNmmm(kN)(kN)mmPBI 18-12/82 LE18 x 18-17/102LE 18 x 102M 121820 - 18-27/12718 x 20-17/102 20 x 102M 142022 - 24120 - 125 PBI 20-27/12720 x drill deeper than 80% of panel thickness, always clean the drilled hole andalways use the correct length load controlled expansion will prevent blow out in panels and eliminate costly Load Controlled Expansion Anchors for brace fixingM12 / 18 - PBI Structural Anchor Specification DataProduct:PBI Structural AnchorPart No.:PBI18-17/102LE or PBI18-27/127 Sizes:18 x 102mm & 18 x 127mm Bolt:M12 (class )Drill Dia.:18mmEmbed. Depth:82mm & 107mm Anchor Spacing:180mm (nominal) Anchor Edge Distance:216mm (nominal)Fixture Thickness:20mm (nominal)Fixture Clearance Hole:20 to 22mmTightening torque:80 NmPerformance in 20 MPa ConcreteTensionFirst Slip Load ( ) kNRWLL( x First Slip Load) kNShearR(s)AAnchor Allowable Working kNM14 / 20 - PBI Structural Anchor Specification DataProduct:PBI Structural AnchorPart No.

3. Anchor Design Criteria The minimum recommended thickness of base material, BMT, when using the PBI Structural Anchor is 125% of the embedment to be used.

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Transcription of PBI Structural Anchor - West Coast Fasteners

1 PBI Structural Anchor2. Load controlled expansion anchors for Structural connectionsAllowable Working Load Performance Data40 MPa ConcretePanelBoltDrillClearanceTorqueEmb edthicknessPart (Minimum)mmmmmmNmmm(kN)(kN)mmPBI 18-12/82 LE18 x 18-17/102LE 18 x 102M 121820 - 18-27/12718 x 20-17/102 20 x 102M 142022 - 24120 - 125 PBI 20-27/12720 x drill deeper than 80% of panel thickness, always clean the drilled hole andalways use the correct length load controlled expansion will prevent blow out in panels and eliminate costly Load Controlled Expansion Anchors for brace fixingM12 / 18 - PBI Structural Anchor Specification DataProduct:PBI Structural AnchorPart No.:PBI18-17/102LE or PBI18-27/127 Sizes:18 x 102mm & 18 x 127mm Bolt:M12 (class )Drill Dia.:18mmEmbed. Depth:82mm & 107mm Anchor Spacing:180mm (nominal) Anchor Edge Distance:216mm (nominal)Fixture Thickness:20mm (nominal)Fixture Clearance Hole:20 to 22mmTightening torque:80 NmPerformance in 20 MPa ConcreteTensionFirst Slip Load ( ) kNRWLL( x First Slip Load) kNShearR(s)AAnchor Allowable Working kNM14 / 20 - PBI Structural Anchor Specification DataProduct:PBI Structural AnchorPart No.

2 :PBI 20-17/102 or PBI 20-27/127 Sizes:20 x 102mm & 20 x 127mm Bolt:M14 (class )Drill Dia.:20mmEmbed. Depth:82mm & 107mm Anchor Spacing:200mm (nominal) Anchor Edge Distance:240mm (nominal)Fixture Thickness:20mm (nominal)Fixture Clearance Hole:22 to 24mmTightening torque:120 - 140 NmPerformance in 20 MPa ConcreteTensionFirst Slip Load ( ) kNRWLL( x First Slip Load) kNShearR(s)AAnchor Allowable Working kNNylon compression ringensures positive grip of anchorin drilled hole. Compressionring also provides fixture clampdown against base material fordynamic loading hex head class boltfor high performance in bothtension and shear head providesincreased bearing of Anchor andwasher against largediameter washersuitable foroversized fixtureclearance holesThick expansion sleevegenerating high slip resistanceand maximum lateral wedgingeffect in drilled holeUnique head markings foreasy product traceability andeffective on site Anchor Design CriteriaThe minimum recommended thickness of base material, BMT, when using the PBIS tructural Anchor is 125% of the embedment to be used.

3 For example, when installingan Anchor to a depth of 100mm, the base material thickness should be and edge distance criteria listed below should be consideredwhen calculating the performance capabilities of the PBI SPACINGTo obtain the maximum load in tension or shear, a spacing, S, of 10 anchordiameters (10d) should be used. The minimum recommended Anchor spacing, S, is5 Anchor diameters (5d) at which point the load should be reduced by 50%. Thefollowing table lists the load reduction factors, Rs for each diameter d, based onthe centre to centre Anchor Hole Anchor Spacing, S (mm) Tension and ShearSize d (mm) DISTANCE TENSIONAn edge distance, E, of 12 Anchor diameters (12d) should be used to obtain themaximum tension load. The minimum recommended edge distance, E, is 5 anchordiameters (5d) at which point the tension load should be reduced by 20%.

4 Thefollowing table lists the load reduction factor, Re, for each Anchor diameter, d,based on the Anchor centre to edge Hole Edge Distance, E (mm) Tension onlySize d (mm) DISTANCE SHEARFor shear loads, an edge distance, E, of 12 Anchor diameters (12d) should be usedto obtain the maximum load. The minimum recommended edge distance, E, is 5anchor diameters (5d) at which point the shear load should be reduced by 50%.The following table lists the load reduction factor, Re, for each Anchor diameter, d,based on the Anchor centre to edge Hole Edge Distance, E (mm) Shear onlySize d (mm) Combined LoadingAnchors loaded in both Tension & Shear shall be designed to satisfy -(F(T) ) 5/3+ (F(S) /R(S) A) 5/3<1 Where;F(T) service load (tension)RWLL = x First Slip Load (tension)F(S) service load (shear)R(S) A= Anchor allowable working load (shear)5.

5 PBI Structural Anchor Material SpecificationsAnchor Components Carbon SteelBoltClass ( UTS = 800 MPa min. / = 640 MPa min.)WasherC1040 (heat treated)Expander SleeveC1022 Extension SleeveC1022 Expander ConeC1040 (heat treated)Compression RingNylon PlatingZinc plated in accordance with AS1789-2003 Head StyleHeavy Hex Flange HeadM12 / = M14 / = Socket SizeM12 / 18 = 18mm socketM14 / 20 = 21mm socketThe new Proprietary PBI Structural Anchor is a heavy-duty thicksleeve expansion Anchor . It is vibration resistant and Anchor is available in a flange hex head version and can beused in concrete, stone and some types of solid brick and core filledblockwork. The Anchor diameter of the PBI Structural Anchor is thesame as the drilled hole, which eliminates layout or hole PBI Structural Anchor is a torque (load) controlled thick sleeve expansion Anchor , which is suitable for allapplications requiring high performance with minimal slip.

6 Its unique design ensures efficient load carryingcapacity in both tension and Fasteners have tested the PBI Structural Anchor in accordance with AS 3850 2003 (Tilt-up concreteconstruction standard) for bracing of tilt-up concrete 3850 2003states that where expansion anchors are to be used as brace fixing or Structural connectionfixing inserts they shall be of the load-controlled type and the WLL (Working Load Limit) shall be limited to ofthe first slip Applications: Bracing of Tilt-up concrete panels Structural connections including column bases, beam supports etc. Scaffolding tie back to concrete and masonry Heavy machineryHardened Tapered cone withoptimum geometric design formaximum Anchor expansionPBI Structural AnchorAnchors for bracing and Structural connection of tilt-up and precast concrete panelsPOWERS FASTENERSV ictoria - Head OfficeFactory 3 / 205 Abbotts Rd Dandenong Sth, 3175 Tel: 03 8787 5888 Fax: 03 8787 5899 New South WalesTel: 02 9748 7766 Fax: 02 9648 5977 QueenslandTel: 07 3216 7122 Fax: 07 3216 7216 Far North QueenslandFax: 07 4036 4166 South AustraliaTel: 08 8346 5611 Fax: 08 8346 5711 Western AustraliaTel: 08 9209 1211 Fax: 08 9209 1055 New ZealandUnit 1 / 12 Beatrice Tinsley Cres Albany, AucklandTel: 0011 64 9415 2425 Fax.

7 0011 64 9415 2627 PBI Structural AnchorNew PBI Structural Anchor is a heavy-duty thick sleeve expansion x 82mm 187012802575 PBI18-17/102 LEM12 x 102mm 188517802575 PBI18-27/127M12 x 127mm 1810027802575 PBI20-17/102M14 x 102mm2085171201040 PBI20-27/127M14 x 127mm20100271201040 InstallationUsing the proper diameter bit, drill a hole into thebase material to the depth required. This must beno more than 80% of the base material thicknessBlow and brush the hole clean of dust and othermaterial. Position the fixture. Do not expand theanchor prior to the Anchor through the fixture into theanchor hole until the bolt head is firmly seatedagainst the sure the Anchor is driven to the the requiredembedment the Anchor by turning the head 3 to 4turns or by applying the guide installation torquefrom the fingertight