EPOXY ADHESIVE ANCHORS ADHESIVE ANCHORS PURE150
Table of contentsANCHORING & FASTENINGSYSTEMSADHESIVEANCHORSTechnical Manual for the Design ProfessionalEPOXY ADHESIVE ANCHORSPURE150-PROADHESIVE ANCHORS TABLE OF CONTENTSIntroduction2Logos Used In This Manual3Notations Used In This Manual5Selection Guide6Technical Support8PURE150-PRO - Concrete Anchoring System in Hammer-Drilled Holes - Cracked and Uncracked Concrete10PURE150-PRO - Concrete Anchoring System in Diamond Core-Drilled Holes in Uncracked Concrete20PURE150-PRO - Post Installed Rebar Connections28PURE150-PRO - Post Installed Rebar Connections - AS3600 - 200930PURE150-PRO - Rebar Anchors TR029 / SA TS101:201540Hammer Drilled Holes40Diamond Core-Drilled Holes47Diamond Core-Drilled Flooded Holes53Ordering Information57Installation Instructions58ETAG 001 Option 1B CF120PRINTED JULY 2017A Awww.powers.com.au1
anchor design manualGENERAL INFORMATIONANCHOR DESIGN MANUALThe Powers Anchoring Systems contained in this design manual havebeen developed by Powers Fasteners and its dedicated team of engineers.Powers Fasteners was established in New York, USA in the year 1921 andhas grown to become a recognized global leader in the fastening industry.Powers has extensive development, engineering and manufacturingexpertise in mechanical anchors, adhesive anchor systems, light-dutyfastening, screw fastening and forced entry fastening systems. The Powersbrand is recognized for leadership in fastening innovation and patentedfastening systems.As the global anchoring industry has evolved, the Powers engineeringteam kept pace with an unparalleled attention on customer and end-userneeds, endless internal R&D focus as well as continuous involvement inexternal research groups, world-wide technical committees and buildingcode development groups.In 2012, Powers Fasteners was acquired by Stanley Black & Decker andis now a premium brand of the CDIY (Construction Do-It-Yourself) divisionof the Stanley Black & Decker Group together with DEWALT. The StanleyBlack & Decker group has over 40,000 employees worldwide based in160 locations, including 25 manufacturing sites. As the world leaderwith over 160 years experience in the market, Stanley Black & Deckertoday holds a complete portfolio of premium and middle-market tool andconstruction brands including Black & Decker, Stanley, Bostitch, Facom,Mac Tools, Proto and Stanley Vidmar.The Powers Fasteners technical group have developed a world classPowers Anchoring range that is contained in this manual. The combinedPowers – DEWALT team now has an even stronger commitment tocontinue the existing leadership in providing innovative building-codecompliant fastening systems, user-friendly technical documentation anddesign software as well as global engineering support with in-marketengineering teams. In addition, the organizational excellence of StanleyBlack & Decker ensures that this product offering exceeds expectations:from the specifier to the installer and each step in between.The Anchor Design Manual was developed for you as the designprofessional to select, design and specify our anchoring products.Our goal was to keep it as concise as possible to enable easy sounddesign according to the latest anchor design theories and standards.We suggest this manual to be used in combination with our free anchordesign software available at: www.powers.com.auPRINTED JULY 20172Powers employs a national team of field engineers (SpecificationManagers) that work directly with design professionals to providetechnical support and design assistance helping solve all your anchoringproblems. To be placed in contact with one of our Specification Managersor for additional copies of this design manual please contact Powers on(03) 8669 5200.www.powers.com.au
LOGOS USED IN THIS MANUALLOGOS USED IN THIS MANUALAPPLICATION AND USE LOGOSThe anchor is installed in dry internal conditions, sufficient corrosion protection of carbon steelanchors is provided by a 5 µm minimum zinc coating.The anchor is subject to atmospheric external conditions including industrial and maritimeenvironments, or permanently damp internal conditions, stainless steel or special corrosionresistant coatings are required.Particular aggressive conditions require anchors made of high corrosion resistance (HCR) steel. Suchaggressive environments are e.g. splash zone of sea water, chloride atmosphere of indoor swimmingpools, or atmosphere with extreme chemical pollution including road tunnels where de icing materials are employed.Certain post installed anchors are only approved for ‘Multiple use for non-structural applications’.This means that this specific anchor product and size may only be used for redundant anchorage ofnon-structural components. The minimum number of anchors as well as the maximum design load isgiven in ETAG 001 Part 6.The minimum and maximum ambient temperatures are limited to ensure proper performance over the servicelife of the anchorage. Currently adhesive anchor systems can be approved for various service temperature ranges.Short term temperatures: vary over short intervals, e.g. day/night cycles and freeze/thaw cycles.Long term temperatures: will be approximately constant over significant periods of time.40/24 C80/50 C40/24 C72/43 C40/24 C120/72 C80/50 C40/24 CGENERAL INFORMATION Temperature range: -40 C to 40 C for short term and 24 C for long termtemperatures, labeled 40/24 C.Temperature range: -40 C to 80 C for short term and 50 C for long termtemperatures, labeled 80/50 C.Temperature range: -40 C to 72 C for short term and 43 C for long termtemperatures, labeled 72/43 C.Temperature range: -40 C to 120 C for short term and 72 C for long termtemperatures, labeled 120/72 C.Adhesive curing depends on the temperature at which this chemical reaction takes place. For this reason, theminimum installation temperature is defined for the adhesive and the base material. The adhesive anchorsystem can be approved for various installation temperatures. 5 CModerate base material temperature as low as 5 C.-5 CLow base material temperature as low as -5 C.-10 CVery low base material temperature as low as -10 C.Curing of adhesives may be inhibited if they get wet during installation, e.g. by moistened boreholes due to rain on the construction site. Approved adhesives are suitable for installation in dry andwet base material.Adhesives can also be used to install reinforcement bars connecting new concrete elements toexisting concrete structures. Post-installed rebars are basically designed according to reinforcedconcrete design codes.www.powers.com.auPRINTED JULY 2017Some adhesives can be installed in completely water filled holes without the curing process beingaffected negatively.3
LOGOS used in this manualGENERAL INFORMATIONAnchors may be used in three types of installation configurations:For preset anchors, the anchor is installed first and then the fixture is attached. In this case, theclearance hole in the fixture can be smaller than the drilled hole in the base material.For through installations, the fixture is put in place first and the anchor is then inserted throughthe clearance hole. In this case, the fixture may be used as a template, but the hole diameter in thefixture must be at least as large as the drilled hole diameter.For a stand off installation, the element to be anchored is mounted in a distance from the surface ofthe base material. The lever arm of the applied loads creates a bending moment in the anchor boltwhich needs to be taken care of in the design process.Anchoring in reinforced concrete may require core drills (diamond coring) where reinforcement isexpendable. As adhesive anchors are generally sensitive to the hole roughness, they need to beexplicitly approved for application in smooth core drilled holes.APPROVAL AND LISTING LOGOSAnchor products holding a European Technical Approval/Assessment (ETA) are qualified according toone of the following technical guidelines (ETAG): ETAG 001 for metal anchors installed in concrete. (Option 1 for cracked concrete,Option 7 for uncracked concrete, Part 6 for multiple use for non-structural applications) ETAG 029 for metal injection anchors installed in masonry. EOTA TR 023 for post-installed reinforcement bars.Products complying with European standards or approvals are marked with the CE Marking.A fire resistance rating provides the duration of fire exposure for which the anchor is qualified basedon ETA (EOTA TR020) or other relevant evaluation report. Ratings within the context of the EuropeanOrganization of Technical Assessment (EOTA) are based on the following Technical Report (TR): EOTA TR 020 "Evaluation of anchorages in concrete concerning resistance to fire". In general,the design strength is reduced if exposure to fire is taken into account. Maximum duration for fireresistance is given in the specific product section and generally ranges from 120 to 240 min, depending on whether the anchor product is qualified for concrete anchoring or post-installed rebarconnections.The German Technical Approval of post installed reinforcement bars certifies that the product meetsthe requirements to be installed by trained personnel. The German Technical Approvals are next tothe European Technical Approvals the most renowned qualifications of anchor products.The Evaluation Service of the International Code Council (ICC ES) provides test guidelines for anchorqualification in the US. The technical reports issued on the basis of these guidelines areinternationally recognized and provide a high degree of safety.NSF International is an independent organization that provides standards for e.g. product certification for public health and the environment.A AB CProducts tested for the emission of volatile substances in indoor air, with a risk of inhalation toxicity,on a scale ranging from class A (very low emissions) to C (high emissions) level.LOADING CONDITION LOGOSStatic loads are basically dead loads or other permanently or temporarily acting loads such assnow load.Live loads varying at low rates such as traffic or moving loads are considered as quasi static loads.Loads evolving from earthquakes are termed seismic loads and are characterized by cyclic loading.PRINTED JULY 20174Load demands deriving from moderate wind are covered by the approval for quasi static loading.Anchors are considered fit for applications in areas prone to high wind such as typhoon or hurricanes if they are approved for seismic loading.www.powers.com.au
BASE MATERIAL LOGOSThe crack condition of the concrete is a critical factor in anchor selection. The concrete can either beuncracked or cracked. The concrete may only be assumed as uncracked if it can be shown that thereis no tensile stress in the concrete.As a default, the concrete should be assumed as cracked. Anchors can generally be used for concretestrengths between 20 and 50 MPa (measured on cylindrical test specimens), corresponding to theEuropean concrete strength classes C20/25 to C50/60.Material characteristics generally allow only certain anchor types to be used in masonry. Anchoringproducts qualified for masonry are generally adhesive type. The installation of adhesive anchors insolid bricks is basically identical to that in concrete.In case of hollow bricks, special sleeves inserted prior to the installation of the anchor prevents theadhesive to fully diminish into the brick voids. As masonry bricks available worldwide show a highdiversity, the designer must check the specified brick carefully. On-site field testing in actualconditions is recommended.GENERAL INFORMATIONNOTATIONS USED IN THIS MANUALOTHER LOGOSOWERTLAOTESRYSPAVCBORATConcrete anchor design is consistent but complex. The Powers Design Assistant (PDA) helpsengineers to accelerate the design process. The design data of all Powers anchors holding a technicalapproval is readily available.The Powers Adhesive Volume Calculator is a tool designed to help you to determine the number ofcartridges and to control the cost on the job site. It is available as a free download atwww.powers.com.au or you can download the Powers AVC app for iPhone and Android platforms.We run a worldwide net of test laboratories for which experienced staff carry out tests for qualitycontrol and for research and development.Contact us if you need technical support in whatsoever, contact details are given at the end of thismanual. Our field service experts will answer your questions.General Safety Concept:Sd RdWhere:Sd value of design action; Sd gF FkRd value of design resistance (NRd for tension, VRd for shear, or FRd 45 for loads acting at 45 ); Rd Rk/ gMNOTATIONS USED IN THIS MANUALFNVMTForce in generalNormal forceShear forceMoment in generalTorsion momentFkRkcccrcminConcreteedge distanceCharacteristic edgedistanceMinimum allowableedge distanced0fbddfdnomDiameter ofanchor boltDiameter of clearancehole in the fixtureOutside diameterof an anchorfcfyfuhhefSteel ultimatetensile strengthThickness of concretemember in which theanchor is installedEffectiveembedment depthscrsminConcrete compressive Steel yield strength orstrength of concrete steel proof strengthrespectivelyNominal diameter of Normalized meandrilled holecompression strengthof masonry unithminsMinimum allowedthickness of concretememberAnchor spacingrtkgFgMg2Bulk density ofmasonry unitCharacteristicbond stressPartial safety factorfor actionsPartial safety factorfor materialPartial safety factorfor installationwww.powers.com.auCharacteristic anchor Minimum allowablespacinganchor spacingtfixThicknessof the fixturePRINTED JULY 2017CharacteristicCharacteristicresistance of an action resistance of anchoror anchor group5
Rebar Masonry Concrete ConcreteAC100-PRO ConcreteRebar Core-Drilled Concrete PV45-PRO / AC100ePURE150-PRO MasonryPURE110-PROVinylester SC-PROEpoxy ConcretePolyesterINJECTION ADHESIVE ANCHORSSNAKEPRODrop-In AnchorHeavy DutyAnchorPTB-SS- PTB-ETA1PROETA1 - PROThroughboltEXPANSION ANCHORSBTDM-PRO(Blue-Tip) Part 6 DM-PRO PB-PRO-SSCREW ANCHORS1) Efectis Reportwww.powers.com.au Product 72 43 C80/50 C40 24 C40/24 C Legend: Suitable Suitable depending on the steel material used Mechanical anchors are suitable for all temperatures without further approval testing Performance of mechanical anchors is not affected by wet surfaces, however, corrosion effects need to be consideredCore DrillingPresetInstallationPost-InstalledRebar stallationTemp RangeVery High ServiceTemp RangeHigh ServiceTemp RangeStand-OffInstallation ThroughInstallation Dry and WetBase Material120/72 CVery LowInstallationTemp Range40/24 CLow InstallationTemp Range Moderate ServiceTemp InstallationGENERAL INFORMATIONPRINTED JULY 20176CAPSULEADHESIVEANCHORSELECTION GUIDE Applications and Uses 5 C
RebarConcreteConcrete Masonry ConcretePURE110-PROCore-Drilled ConcretePURE150-PROEpoxy PV45-PRO / AC100ePolyesterINJECTION ADHESIVE ANCHORS SC-PROCAPSULEADHESIVEANCHORRebarMasonry ConcreteAC100-PROVinylesterHeavy DutyAnchorBTDM-PRO(Blue-Tip) Part 6 DM-PRO PB-PRO-SDrop-In AnchorPTB-SS- PTB-ETA1PROETA1 - PROThroughboltEXPANSION ANCHORSTAG 001 O ti1) Efectis Reportwww.powers.com.au 1 F30 A A 1) 1) 1) B CSTAT CQUAS -ST TIC CrackedConcreteSeismic LoadsQuasi-StaticLoadsUncrackedConcrete High WindLoadsSE SM CModerate WindLoadsProduct Base Material Legend: Suitable Suitable depending on the steel material used Mechanical anchors are suitable for all temperatures without further approval testing Performance of mechanical anchors is not affected by wet surfaces, however, corrosion effects need to be consideredGENERAL INFORMATIONHollow BrickMasonry Static LoadGerman TechnicalApprovalVOCNSF / WQALoading ConditionSolid BrickMasonry ICC-ES(ACI)Fire RatingEuropeanTechnical ApprovalListings and ApprovalsPRINTED JULY 2017SNAKEPROSCREW ANCHORS SELECTION GUIDE7
technical supportGENERAL INFORMATIONTECHNICAL SUPPORTThis Anchor Design Technical Manual gives you valuable informationon anchor technology and the powerful anchor products engineeredby Powers. The specifications enable you to select the best anchor choicefor every application. We strongly encourage you to use the Powers DesignAssist for the efficient design of single and multiple anchor connections.This software contains design data of most Powers anchor products andallows you to design anchorages easily. To download this software for free,go to: www.powersdesignassist.com.Innovation has always been a core strength of Powers. Since thefoundation, Powers has been delivering innovative anchoring solutionsfor attachment to concrete, masonry, steel and wood.To do so, Powers employs a large team of senior anchordesign and test engineers, many of them have master's and doctoral degrees in the fields of architecturalengineering, civil engineering, mechanical engineering,metallurgy, chemical engineering, materials engineering,and manufacturing. The cooperation of Powers experts inthese various disciplines in combination with the massiveengineering resources of Stanley Black & Decker ensuresPowers will continue to provide innovative, high-qualityanchoring solutions. Powers research and development iscarried out in several world-class testing laboratories withprincipal testing taking place in USA, Germany, China and Australia.OWERTOTESRYPSIn-house QC inspection and testing is conducted to ensure continualsupply of high quality products to our customers. Our experiencedtechnical personnel check and inspect all Powers products to ensureonly quality products enter the market place. The development ofnew, innovative anchoring solutions requires both know-how and equipment. Powers laboratories contain state-of-the art testing equipment, specialized for testingand evaluating anchors. Moreover, we have a worldwide network of regional branches. For technicalsupport, just contact the closest branch which contact details you find on the at the end of this manual.Our engineers will be pleased to help you solving any of your anchoring problems. We also offer trainingseminars for your individualneeds to back your confidence in Powers products!LABORATPRINTED JULY 20178www.powers.com.au
ADHESIVE ANCHOR OVERVIEWSECTION CONTENTAdhesive anchors offer many advantages for applications requiring highload capacities yet not allowing mechanical expansion forces in the basematerial. Adhesive systems also include the ability to be used with avariety of steel element materials.Injection Adhesive SystemsThe load transfer mechanism of adhesive anchors bases on bond formedby the adhesive between the anchor and the wall of the drilled hole.The annular gap is completely filled with adhesive, sealing the anchorhole against weather. Adhesive mortars consist of aggregates and binderin the form of unsaturated polyester, vinylester, vinylester with cement(hybrid systems) or epoxy. All adhesive types have different strengthsand cost 110-PROPolyesterPV45-PRO / AC100eADHESIVE ANCHORSAdhesive Anchor OverviewCapsule SystemSC-PROAdhesive systems are further classified according to their delivery method.Injection systems provide the adhesive in plastic cartridges which ismixed through a static mixer and dispensed into the drilled hole. Sufficient cleaning of the drilled hole prior to installation of the anchor orreinforcement bar is of paramount importance. Capsule systems havethe adhesive encapsulated in a glass capsule which is inserted into thedrilled hole and mixed during anchor setting.PRINTED JULY 2017In Europe and many other countries, adhesive anchors used forapplications in concrete are designed according to the EOTA TR 029.Adhesive anchors used for applications in masonry can be designedaccording to the ETAG 029 Annex C. Adhesive rebar anchoring systemsare designed in compliance with structural concrete design codes as theEurocode 2 EN 1992-1-1.www.powers.com.au9
General InformationADHESIVE ANCHORSGENERAL INFORMATIONPure150-PROin Hammer Drilled HolesEpoxy Injection Adhesive Anchoring SystemPRODUCT DESCRIPTIONThe Pure150-PRO is a two-component epoxy adhesive anchoring system. The systemincludes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and holecleaning equipment. The Pure150-PRO is a high strength adhesive designed for bondingsteel elements or post-installing reinforcement bars to cracked and uncracked concrete.The adhesive is suitable for a medium range of ambient temperatures but also for waterfilled holes and qualified for core drilled holes (diamond coring).PURE150-PROCONCRETE ANCHORING SYSTEMPure150-PRO EpoxyGENERAL APPLICATIONS AND USES 5 CThreaded RodInternal Threaded Sleeve72/43 C40/24 CReinforcement Bar(Refer to Page 28)FEATURES AND BENEFITS Designed for use with threaded rod, internal threaded sleeve or rebar Consistent performance in uncracked and cracked concrete of variable strength Wide range of steel element diameter and embedment depth Simple installation and allows flexible fixture thicknesses Versatile low odor formula with long working time High strengths in medium range of ambient temperatures Cartridge design fits in popular competitor dispensers and allows multiple uses usingextra mixing nozzlesGRADESCarbon Steel 5.8Carbon Steel 8.8Stainless Steel A4Stainless Steel HCRRebar fy 400 to 600 MPaAPPROVALS / ASSESSMENTSAPPROVALS AND LISTINGSA AETAG 001 Option 1B CF120* Please refer toFire Test Reportfor load capacitiesunder fire ETA-08/0376 ESR-2583LOADING CONDITIONSSTATICQUASI STATICSEISMIC* Please refer to the relevantETA for capacities forseismic design. The capacitiesin this document are for static /quasi-static loadsSUITABLE BASE MATERIALS PRINTED JULY 2017Real-Time Anchor Design .au
INSTALLATION INFORMATIONINSTALLATION DATA - THREADED RODPure150-PRO - Threaded rodNotationUnitM8M10M12M16M20M24M27M30Anchor diameterd[mm]810121620242730Nominal drill bit diameterd0[mm]1012141824283235Diameter of hole clearance in hef,min h1hef,max 00Minimum member thicknesshmin[mm]Minimum spacingsmin[mm]405060405060hef 30 mm 100 mmhef 2 · d08010012013515080100120135150Minimum edge distancecmin[mm]Thickness of fixturetfix[mm]Maximum torqueTmax[Nm]10204080120160180200Torque wrench socket sizeSw[mm]13171924303641460 mm tfix 1500 mmhmintfixh1d0TmaxhefdfPURE150-PROMinimum embedment and drill hole depthMaximum embedment and drill hole depthCONCRETE ANCHORING SYSTEMDiameter of steel brushADHESIVE ANCHORSInstallation InformationSwINSTALLATION DATA - INTERNAL THREADED SLEEVEPure150-PRO - Internal threaded sleeveNotationUnitM8M10M12M16M20External diameter of sleeved[mm]1216202430Nominal drill bit diameterd0[mm]1418242835Diameter of hole clearance in fixturedf[mm]912141822db[mm]1620263037hef h1[mm]8090110150200Minimum member thicknesshmin[mm]110130160210270Minimum edge distancecmin[mm]6080100120150Minimum spacingsmin[mm]6080100120150Screw diameterd1[mm]810121620Minimum length of screwMaximum length of m torqueTmax[Nm]10204080120Torque wrench socket sizeSw[mm]1317192430Embedment and drill hole depthhminh1tfixd0TmaxhefSwPRINTED JULY 2017Diameter of steel brushdfwww.powers.com.au11
INSTALLATION INFORMATIONADHESIVE ANCHORSINSTALLATION INSTRUCTIONSe.g.20 C2X2X1.) Using the proper 2.) Blow the holedrill bit size, drill aclean using ahole into the basehand pump ormaterial to thecompressed air 2required depth.times minimum.3.) Brush the holewith the properwire brush 2times minimum.2X4.) Blow the holeclean using ahand pump orcompressed air 2times minimum.PURE150-PROCONCRETE ANCHORING SYSTEM5.) Squeeze out6.) Push the steelseparatelyelement intoand discard athe hole whileminimum of 10cmturning slightly.until the mortaris uniformlymixed and showsconsistent colour.Fill the hole uptoapproximately 2/3with uniformlymixed adhesive.For complete installation instructions, see technical approval and refer to pgs 58 - 59for deep embedment applications.Concrete temperatureWorking timeMinimum curing time1) 5 C120 min50 h 10 C90 min30 h 20 C30 min10 h 30 C20 min6h 40 C12 min4h1) Time data for dry concrete, double curing time for wet concretePRINTED JULY 20171210 hrwww.powers.com.au7.) Allow theadhesive to curefor the timespecified for theactual concretetemperature.
DESIGN INFORMATIONTENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTHAccording to EOTA TR 029.NotationUnitPure150-PRO - Threaded rodM8M10M12M16M20M24M27M30Steel failureCarbon steelCharacteristic resistance, strength class 5.8NRk,s[kN]18294278122176230280Characteristic resistance, strength class 8.8NRk,s[kN]294667125196282368449Partial safety factorgMs1)[-]NRk,s[kN]------230281Characteristic resistance, strength class 70NRk,s[kN]264159110171247-Partial safety factorgMs1)[-]ADHESIVE ANCHORSDesign Information1.50A4 and HCR steel2.86Combined pullout and concrete failureCharacteristic resistance in cracked concrete, dry and wet concrete C20/25Temperature Range: 40 C / 24 C for hef 12dtRk,cr[N/mm²]--7.56.56.05.55.55.5Temperature Range: 72 C / 43 C for hef 12dtRk,cr[N/mm²]--4.03.53.03.03.03.0gMc gMp1)[-]--12.012.06.56.51.01.0Partial safety factor1.82)2.13)Characteristic resistance in uncracked concrete, dry and wet concrete C20/25Temperature Range: 40 C / 24 C for hef 12dtRk,uncr[N/mm²]15.015.0Temperature Range: 72 C / 43 C for hef 12dtRk,uncr[N/mm²]8.58.5gMc .10aN,seis[-]Partial safety 0-PRO1.87CONCRETE ANCHORING SYSTEMCharacteristic resistance, strength class 50Increasing factor for concrete strengthSeismic reduction factor--0.920.950.951.0Concrete failureConcrete cone failureCharacteristic spacingscr,N[mm]3.0·hefCharacteristic edge distanceccr,N[mm]1.5·hefPartial safety factor for cracked concretegMc1)[-]Partial safety factor for uncracked concretegMc1)[-]Characteristic spacingscr,sp[mm]2·ccr,spCharacteristic edge distanceccr,sp[mm]5·hef - 2·h but 1·hef and 2.4·hefPartial safety factor for cracked concretegMsp1)[-]Partial safety factor for uncracked /60cc[-]1.55--1.82)2.13)1.82)2.13)Splitting failure--1.82)2.13)1.82)2.13)Increasing factor for concrete strength The Powers Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages.The design data of all Powers anchor products is readily available. To download this software for free, go to www.powersdesignassist.comwww.powers.com.auPRINTED JULY 20171) In absence of other national regulations2) Partial safety factor g2 1.2 is included3) Partial safety factor g2 1.4 is included13
Design InformationADHESIVE ANCHORSSHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTHAccording to EOTA TR 029.NotationPure150-PRO - Threaded 4Steel failureSteel failure without lever armCarbon steelCharacteristic resistance, strength class 5.8VRk,s[kN]9152139Characteristic resistance, strength class 8.8VRk,s[kN]15233463Partial safety factorgMs1)[-]Characteristic resistance, strength class 50VRk,s[kN]------115140Characteristic resistance, strength class 70VRk,s[kN]1320305586124--Partial safety factorgMs1)aV,seis[-][-]--Characteristic resistance, strength class 5.8M0Rk,s[Nm]1937651663245608331123Characteristic resistance, strength class 8.8M0Rk,s[Nm]306010526651989613331797Partial safety factorgMs1)[-]Characteristic resistance, strength class 50M0Rk,s[Nm]------8321125Characteristic resistance, strength class 70M[Nm]265292232454784-Partial safety factorgMs1)1.25A4 and HCR steelPURE150-PROCONCRETE ANCHORING SYSTEMSeismic reduction factor1.562.380.70Steel failure with lever arm (bending)Carbon steel1.25A4 and HCR steel0Rk,s[-]1.56Concrete failurePry-out failureFactor in Equation (5.7) of TR 029Partial safety factork[-]2gMcp1)[-]1.52)gMc1)[-]1.52)Edge failurePartial safety factor1) In absence of other national regulations2) Partial safety factor g2 1.0 is included The Powers Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages.The design data of all Powers anchor products is readily available. To download this software for free, go to www.powersdesignassist.comPRECALCULATED TENSION AND SHEAR CAPACITIESAccording to EOTA TR 029.PRINTED JULY 201714 Every reasonable effort has been applied to ensure the accuracy of the tabulated data. The tables are intended to aid the user in the preliminary design process. It is the user’s responsibility to interpretthe data and to select, design and specify the correct product suitable for the application and its intended use. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensionalinformation given. For any other conditions, the use of PDA is recommended. The values in the table below are design level loads. This assumes a safety factor is included both on the loadingand the resistance. The values in the tables assume a sustained loading factor csus 1.0, therefore the sustained load to acting loadratio is 0.6. Please refer to SA TS 101 : 2015 for further information. For cracked concrete, splitting failure is not considered assuming that a reinforcement is present which limits thecrack width to 0.3 mm. Precalculated design resistance capacities are given for threaded rods only, values for internal sleeves andreinforcement bars can be
EPOXY ADHESIVE ANCHORS . eTag 029 for metal injection anchors installed in masonry. eoTa TR 023 for post-installed reinforcement bars. Products complying with europe
Contents 3 Epoxy resins, water-reducible 4 Epoxy hardeners, water-reducible 5 Epoxy resins solid and solutions 6 Epoxy resins liquid and reactive diluted 7 Reactive diluents for epoxy resins 7 Epoxy hardeners, polyamines 8 Epoxy hardeners, adducts 9 Epoxy hardeners, mannich bases 10 Epoxy hardeners, polyamidoamines 11 Survey of the qu
Tile-Clad HS Epoxy : Water-Based Tile-Clad Pro Industrial High Performance Epoxy : Epolon II Multi-Mil Epoxy Macropoxy HS Epoxy : Macropoxy 646 Fast Cure Epoxy High Solids Catalyzed Epoxy : Macropoxy 846 Winter Grade Epoxy Sher
mechanical properties of epoxy resins, physical and chemical properties of epoxy resins, epoxy resin adhesives, epoxy resin coatings, epoxy coating give into water, electrical and electronic applications, analysis of epoxides and epoxy resins and the toxicology of epoxy resins. It will be a standard reference book for professionals and .
plication. The u se of epoxy- silicone monomers in encapsulation is very attractive because epoxy -silicone offers the benefits of both silicone and epoxy resins. The siloxane bond is stable under heat and ultraviolet (UV) light , while epoxy resin has a high adhesive strength [14]. Epoxy- silicone hybrid materials based on sol-gel -derived
The epoxy-based adhesive (Epcon G5) is manufactured by ITW Ramset/Red Head. The adhesive is a two component structural epoxy, consisting of an epoxy resin and an amine-based hardener. The manufacturer reported properties of Epcon G5 are: tensile strength of 30 MPa, compressive strength of 71 MPa, and bond strength to concrete of 23 MPa. (a) (b)
3. drill and install injection entry and venting ports with sikadur 31 or sikadur 33 adhesive. 4. seal crack with sikadur 31 high-modulus epoxy gel adhesive or sikadur 33 high-modulus epoxy paste adhesive. allow to cure. 5. fill crack injecting sikadur 35 high-modulus, low viscosity, epoxy adhesive. maximum
adhesive anchors, some basic differ ences between the two anchor types can be highlighted, along with some of their similarities. Because of the lim ited amount of test data available on adhesive anchors, only single anchors located away from corners and ex hibiting concrete failure in unrein forced specimens were examined. Based on correlation .
MATH348: Advanced Engineering Mathematics Nori Nakata. Sep. 7, 2012 1 Fourier Series (sec: 11.1) 1.1 General concept of Fourier Series (10 mins) Show some figures by using a projector. Fourier analysis is a method to decompose a function into sine and cosine functions. Explain a little bit about Gibbs phenomenon. 1.2 Who cares? frequency domain (spectral analysis, noise separation .
