High Strength Epoxy Tested in Accordance to ICC-ES AC308

Transcription

1 ADHESIVE ANCHORING SYSTEMS DESCRIPTION/SUGGEST SPECIFICATIONS* *Suggested Specificatios see pages RH The epoxy resi ad hardeer are completely mixed as they are dispesed from the dual cartridge through a static mixig ozzle, directly ito the achor hole. ca be used with threaded rod or rebar. Compliat with 00, 00, 00, 0, & 0 IBC. Category performace ratig. High Stregth Epoxy Tested i Accordace to ICC-ES AC0 0 IBC Compliat ICC-ES Report No. ADVANTAGES FORMULATED FOR HOT OR WARM WEATHER Fire rated: tested up to hrs FRP High stregth Epoxy miute ozzle life at C NON-OFFENSIVE ODOR Fire Tested BS Hrs FRP RECOGNIZED WORLDWIDE Iteratioal Stadard Fire Resistace Performace Virtually odorless, ca be used idoors Easy to ope, sap-off tip, o cuttig required Curig Times BASE MATERIAL WORKING FULL (F /C ) TIME CURE TIME 0 / miutes hours 0 / miutes hours 0 / miutes hours 0 / 0 miutes hours - E0-V RH

2 APPROVALS/LISTINGS APPLICATIONS Achorig a cocrete traffic barrier wall to cocrete bridge deck. Dowelig rebar ito bridge deck ad formig to pour ew barrier wall usig. Coforms to ASTM C-0; Type I & IV; Grade ; Class A, B, ad C; with exceptios ICC Evaluatio Service, Ic. No. ESR DOT Approvals Miami-Dade Couty # Florida Buildig Code Approved Patet No.,, 0 IBC Compliat INSTALLATION STEPS PSI: 0 mi/00 max. x s Dowelig rebar ito cocrete foudatio wall prior to buildig cocrete block wall usig. PSI: 0 mi/00 max. x s x ANCHORAGE TO SOLID CONCRETE Rebar (show) or Threaded Rod (carbo or stailess steel) supplied by cotractor adhesive completely fills area betwee rod ad hole creatig a stress-free, high load achorage Pre-drilled hole i cocrete; see performace tables for suggested hole sizes RH 0 0% FEATURES *For ICC-ES cleaig method, please go olie to or legth for deeper embedmet depths Sigle piece desig, o separate ut to assemble E Nozzle Ecoomical Easy to screw o or off Fits / holes Break-off tip allows faster flow

3 fl. oz. Orderig Iformatio PART NUMBER DESCRIPTION BOX QTY - Adhesive, Fluid Oz. Cartridge E Mixig Nozzle for - Cartridge Nozzle diameter fits /" to /" holes (overall legth of ozzle ") E0-V Refer to page RH for orderig iformatio o wire brushes, brush extesios, ad blow pump for deep holes. Had Dispeser for - Cartridge Dispeses both oz. ad oz. Cartridges ESTIMATING TABLE Fluid Ouce Cartridge Number of Achorig Istallatios Per Cartridge* Usig Reiforcig Bar with Adhesive i Cocrete REBAR DRILL HOLE DIA. INCHES (.) (0.) (.) (0.) (.0) (.) EMBEDMENT DEPTH IN INCHES (mm) (.) # / # / # / # / # -/ # -/ # -/ #0 -/ # -/ * The umber of achorig istallatios is based upo calculatios of hole volumes usig ANSI tolerace carbide tipped drill bits, the omial areas of the reiforcig bars ad the stress areas of the threaded rods. These estimates do ot accout for waste. * Oversized holes acceptable but volume of adhesive will icrease. (0.) (.) 0 (.0) (.) (0.) (0.) (.) (.0) ESTIMATING TABLE THREADED ROD Fluid Ouce Cartridge DRILL HOLE DIA. INCHES (.) (0.) (.) Number of Achorig Istallatios Per Cartridge* Usig Threaded Rod with Adhesive i Cocrete (0.) (.0) (.) EMBEDMENT DEPTH IN INCHES (mm) (.) / / / / / / / / / / / / / -/ * The umber of achorig istallatios is based upo calculatios of hole volumes usig ANSI tolerace carbide tipped drill bits, the omial areas of the reiforcig bars ad the stress areas of the threaded rods. These estimates do ot accout for waste. (0.) (.) 0 (.0) (.) (0.) (0.) (.) (.0) RH

4 PACKAGING. Disposable, self-cotaied ouce cartridge system capable of dispesig both epoxy compoets i the proper mixig ratio. Epoxy compoets dispesed through a static mixig ozzle that thoroughly mixes the material ad places the epoxy at the base of the pre-drilled hole. Cartridge markigs: Iclude maufacturer s ame, batch umber ad best-used-by date, mix ratio by volume, ANSI hazard classificatio, ad appropriate ANSI hadlig precautios PERFORMANCE TABLE ( ) ( ) DRILL HOLE DIAMETERS PROVIDED ON PAGE RH SUGGESTED SPECIFICATIONS EPOXY ADHESIVE: High Stregth EPOXY ADHESIVE: USA Made, ARRA Certified. Odorless, two compoet resi ad hardeer, 00% solids (cotaiig o solvets or VOC s), o-sag paste, isesitive to moisture, grey i color, exteded workig time, medium gel time for warm cocrete.. Works i wet, damp, or submerged holes.. Coforms to ASTM C-0; Type I & IV; Grade ; Class A, B, ad C; with exceptios.. Compressive Stregth, ASTM D-0: 0, psi miimum.. Heat Deflectio Temperature; C miimum.. Shelf life: Best if used withi moths.. Formulated for use i warmer cocrete, solid grout-filled masory, ad solid brick.. Oversized ad/or Core drilled holes permitted.. Fire-Resistace Performace of Hours Average Ultimate Tesio ad Shear Loads,, for Threaded Rod Istalled i Solid Cocrete THREADED MAX. CLAMPING FORCE EMBEDMENT 000 PSI (. MPa) CONCRETE 000 PSI (. MPa) CONCRETE ROD DIA. AFTER PROPER CURE CONCRETE ULTIMATE ULTIMATE ULTIMATE ULTIMATE I. (mm) Ft.-Lbs. (Nm) I. (mm) TENSION SHEAR TENSION SHEAR Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) / (.) (.) -/ (.),00 (.), (.), (.), (.) -/ (.), (.), (.) 0,0 (.), (.) / (.) (.) -/ (.) 0, (.), (.) -/ (.) (0.), (.), 0, (.) (.) / (.) (.) -/ (.), (.), (.) 0,0 (.), (.) -/ (0.) 0, (.), (.), (.), (.) -/ (.), (.), (.), (.) / (.) 0 (.) -/ (.), (.), (0.),0 (.), (0.) (.), (.), (0.), (.), (0.) -/ (.), (0.), (.), (0.) (.) (.) (.),0 (.), (.), (.), (.) (0.), (0.), (.),0 (.), (.) (.0), (.), (.), (.) Allowable workig loads for the sigle istallatios uder static loadig should ot exceed % (a idustry stadard) capacity or the allowable load of the achor rod. Ultimate load values i 000 ad 000 psi stoe aggregate cocrete. Ultimate loads are idicated for the embedmet show i the Embedmet i Cocrete colum. Performace values are based o the use of high stregth threaded rod (ASTM A Gr. B). The use of lower stregth rods will result i lower ultimate tesio ad shear loads. Liear iterpolatio may be used for itermediate spacig ad edge distaces. (See page RH ) Allowable Tesio Loads for Threaded Rod Istalled i Solid Cocrete THREADED MIN. ALLOWABLE TENSION LOAD BASED ALLOWABLE TENSION LOAD BASED ROD DIA. EMBEDMENT ON EPOXY BOND STRENGTH ON STEEL STRENGTH I. (mm) DEPTH 000 PSI (. MPa) 000 PSI (. MPa) ASTM A0 ASTM A GR. B I. (mm) CONCRETE CONCRETE (SAE 0) (SAE 0) ASTM F AISI 0 SS bs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) / (.) -/ (.), (.),0 (.),00 (.),0 (.), (.) -/ (.), (.), (.),00 (.),0 (.), (.) / (.) -/ (.),00 (.), (.0),0 (.),0 (.), (.) (.),0 (.), (.),0 (.),0 (.), (.) / (.) -/ (.), (.),0 (.),0 (.),0 (.),0 (0.0) -/ (0.),0 (.), (.),0 (.),0 (.),0 (0.0) / (.) -/ (.), (.), (.),0 (.),0 (.),0 (.) (.), (.) 0,0 (.),0 (.),0 (.),0 (.) (.) (.) 0, (.),0 (.),0 (.),0 (0.),0 (.) (0.), (0.), (0.),0 (.),0 (0.),0 (.) Use lower value of either bod or steel stregth for allowable tesile load. Liear iterpolatio may be used for itermediate spacig ad edge distaces. (See page RH ) Combied Tesio ad Shear Loadig for Adhesive Achors Allowable loads for achors uder tesio ad shear loadig at the same time (combied loadig) will be lower tha the allowable loads for achors subjected to 00% tesio or 00% shear. Use the followig equatio to evaluate achors i combied loadig coditios: Na + Va Na = Applied Service Tesio Load Va = Applied Service Shear Load Ns Vs Ns = Allowable Tesio Load Vs = Allowable Shear Load RH

5 PERFORMANCE TABLE DRILL HOLE DIAMETERS PROVIDED ON PAGE RH Allowable Shear Loads, for Threaded Rod Istalled i Solid Cocrete THREADED MIN. ALLOWABLE SHEAR LOAD BASED ALLOWABLE SHEAR LOAD BASED ROD DIA. EMBEDMENT ON CONCRETE STRENGTH ON STEEL STRENGTH I. (mm) DEPTH 000 PSI (. MPa) 000 PSI (. MPa) ASTM A0 ASTM A GR. B ASTM F I. (mm) CONCRETE CONCRETE (SAE 0) (SAE 0) AISI 0 SS Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) / (.) -/ (.), (.), (.),00 (.),0 (.), (.) / (.) -/ (.),00 (.),00 (.),0 (.), (.), (.) / (.) -/ (.), (.), (.),0 (.), (.), (.) / (.) -/ (.),0 (.),0 (.),0 (.), (.),0 (.) (.) (.) 0, (.) 0, (.),0 (.),0 (0.), (.) Use lower value of either cocrete or steel stregth for allowable shear load. Liear iterpolatio may be used for itermediate spacig ad edge distaces. (See below) Adhesive Achorig System Edge/Spacig Distace Load Factor Summary, LOAD FACTOR DISTANCE FROM EDGE OF CONCRETE Critical Edge Distace Tesio 00% Tesio Load. x Achor Embedmet Miimum Edge Distace Tesio 0% Tesio Load 0.0 x Achor Embedmet Critical Edge Distace Shear 00% Shear Load. x Achor Embedmet Miimum Edge Distace Shear 0% Shear Load 0.0 x Achor Embedmet LOAD FACTOR DISTANCE FROM ANOTHER ANCHOR Critical Spacig Tesio 00% Tesio Load.0 x Achor Embedmet Miimum Spacig Tesio % Tesio Load 0. x Achor Embedmet Critical Spacig Shear 00% Shear Load.0 x Achor Embedmet Miimum Spacig Shear 0% Shear Load 0.0 x Achor Embedmet Average Ultimate Tesio Loads,, for Reiforcig Bar Istalled i Solid Cocrete REINFORCING EMBEDMENT 000 PSI (. MPa) 000 PSI (. MPa) ULTIMATE TENSILE AND YIELD STRENGTH BAR IN CONCRETE IN CONCRETE IN CONCRETE GRADE 0 REBAR I. (mm) I. (mm) ULTIMATE TENSION ULTIMATE TENSION MINIMUM YIELD MINIMUM ULTIMATE Lbs. (kn) Lbs. (kn) STRENGTH TENSILE STRENGTH Lbs. (kn) Lbs. (kn) # (.) -/ (.),0 (.),00 (.),00 (.),00 (.0) -/ (.) 0, (.),00 (.),00 (.0) # (.) -/ (.), (.),000 (.),000 (0.) (.), (0.0) 0, (0.),000 (.),000 (0.) # (.) -/ (.), (.),00 (.),00 (.) -/ (0.),0 (0.), (.),00 (.),00 (.) # (.) -/ (.), (.),00 (.),00 (.) (.), (0.), (.),00 (.),00 (.) # (.) -/ (00.0),0 (.),000 (0.),000 (0.) 0-/ (.),0 (.),000 (0.),000 (0.) # (.) (.), (.),00 (0.),00 (.) (0.),000 (.), (.),00 (0.),00 (.) # (.) 0-/ (.), (.) 0,000 (.) 0,000 (00.) -/ (.), (0.) 0,000 (.) 0,000 (00.) # 0 (.) -/ (.) 0, (.),00 (.0),00 (0.) (.0), (.),00 (.0),00 (0.) Allowable workig loads for the sigle istallatios uder static loadig should ot exceed % ultimate capacity or the allowable load of the achor rod. Ultimate load values i 000 ad 000 psi stoe aggregate cocrete. Ultimate loads are idicated for the embedmet show i the Embedmet i Cocrete colum. Performace values are based o the use of miimum Grade 0 reiforcig bar. The use of lower stregth rods will result i lower ultimate tesio ad shear loads. SHEAR DATA: Provided the distace from the rebar to the edge of the cocrete member exceeds. times the embedmet depth of the rebar, calculate the ultimate shear load for the rebar achorage as 0% of the ultimate tesile stregth of the rebar. Use liear iterpolatio for load factors at edge distaces or spacig distaces betwee critical ad miimum. Achors are affected by multiple combiatio of spacig ad/or edge distace loadig ad directio of the loadig. Use the product of tesio ad shear loadig factors i desig. RH