PF18 CHEMICAL ANCHOR CHEMICAL INJECTION SYSTEM

Transcription

1 PF18 CHEMICAL ANCHOR CHEMICAL INJECTION SYSTEM APPROVAL DOC TDS MSDS Technical Data Sheet JAN 2016 For Install Support For Specification Support For Customer Support

2 PF18 TECHNICAL DATA SHEET: PF18 Chemical Injection System Fast Cure Styrene Free Adhesive Injection LOW VOC PF18 Fast Cure is a two-part Styrene Free polyester resin for anchoring & fixing all grades of threaded rods in masonry & concrete applications. The A+ low VOC rating makes this ideal for use in application in confined or indoor areas. Also tested and compliant with LEED 2009 standards for use with green certified building practices. The fast curing adhesive is suitable for overhead use & in hollow masonry using nylon sleeve tubes - create high strength fixing points in every common building material on site. PF18 is available in both standard 410ml and for low volume use in a 300ml cartridges usable in a standard caulking gun applicator making this a very economical chemical fixing solution. 410ml (10:1) Kn HIGH STRENGTH LOW VOC COMPLIANT FAST CURE HOLLOW BLOCK MASONRY OVER-HEAD FIXING CONTENTS Key Benefits 2 Testing And Certifications 2 Typical Performance Characteristic & Design Load Resistance 3 Design Resistance Used With Various Threaded Studs And Rebar 4 Characteristic And Design Load Resistances For Threaded Studs 6 Bond Strength Factors - Threaded Studs 6 Characteristic And Design Load Resistances For REBAR 7 Bond Strength Factors - REBAR 7 Material Properties For Grades Of Other Threaded Rod And Rebar 8 Influences Of Anchor Spacing And Edge Distance 9 Curing Times & Service Temperatures 10 Physical Properties 10 Installation Parameters: Drilling Hole Cleaning And Installation 11 Notes 15 V R1 For more information call sales@allfasteners.com.au 1

3 TECHNICAL DATA SHEET: PF18 Fast Cure Chemical Injection System KEY BENEFITS Fast Curing ETA approved Styrene Free: A+ VOC Content Rating / LEED compliant Suitable for use indoors or in confined spaces Use with all grades of threaded studs Close to edge and small spacing fixing Use for over head fixing and in hollow masonry 300ml cartridge can be used with standard caulking application An economical chemical fixing adhesive, safe, easy and fast 410ml Co-axial Cartridge (10:1) 300ml Foil Bag Cartridge (10:1) TESTING AND CERTIFICATIONS Approvals ETA 15/0260 ETAG Option 7, M8 - M30 thread rod. For use in Non-cracked Concrete. Tested according to LEED 2009 EQ c4.1, SCAQMD rule 1168 (2005). A+ VOC Content Rated Classification For use in all types of concrete and masonry materials include hollow of perforated blocks. XXXX ALLFASTENERS Pty Ltd 15 PF18 ETA 15/0260 ETAG Option 7 Threaded Rod M8 - M16 For use in Non-Cracked Concrete ETA-Danmark A/S Göteborg Plads 1 DK-2150 Nordhavn Tel Fax Internet ww.etadanmark.dk Authorised and notified according to Article 29 of the Regulation (EU) No 305/2011 of the European Parliament and of the Council of 9 March 2011 MEMBER OF EOTA LOW VOC Styrene Free base resin with very low ordour. European Technical Assessment ETA-15/0260 of 08/05/2015 I General Part Technical Assessment Body issuing the ETA and designated according to Article 29 of the Regulation (EU) No 305/2011: ETA-Danmark A/S Trade name of the Chemical Injection System ALLFASTENERS PF18 - construction product: Standard and Winter Information on the emission of volatile substances (VOC) in indoor air, with a risk of inhalation toxicity, on a scale ranging from class A + (very low emissions) to C (high emissions) level. LEED Compliant. Product family to which the above construction product belongs: Manufacturer: Manufacturing plant: This European Technical Assessment contains: This European Technical Assessment is issued in accordance with Regulation (EU) No 305/2011, on the basis of: This version replaces: Bonded injection type anchor for use in non-cracked concrete: sizes M8 to M16 Allfasteners Pty Ltd Logistics Street Keilor Park Victoria, Australia 3042 Tel Fax Internet Allfasteners Pty Ltd Manufacturing Plant 2 16 pages including 11 annexes which form an integral part of the document Guideline for European Technical Approval (ETAG) No. 001 Metal Anchors for use in concrete, Part 5 Bonded anchors, April 2013, used as European Assessment Document (EAD). 2 MELBOURNE Logistics Street, Keilor Park VIC 3042 SYDNEY ADELAIDE

4 PF18 TYPICAL PERFORMANCE CHARACTERISTIC & DESIGN LOAD RESISTANCE 32MPa Concrete, f ck, cube = 37N/mm 2 (C30/37) with 5.8 grade studding and associated installation data. Table A1: Anchor Characteristic Design Recommended Characteristic Distances Edge Spacing Edge Nrk Vrk Nrd Vrd Nrec Vrec Ccr,N Scr,N Ccr,V Min Edge & Spacing Nominal Embedment Depth M M M M M M M Cmin, Smin Hole Dia. Fixture Steel Element Failure See last page for table Notes V R1 For more information call sales@allfasteners.com.au 3

5 TECHNICAL DATA SHEET: PF18 Fast Cure Chemical Injection System DESIGN RESISTANCE USED WITH VARIOUS THREADED STUDS AND REBAR Table B1: Stud Size Hole Dia. 5.8 GRADE THREADED STUDS EMBEDMENT DEPTH, hef M M M M M M M M Depth hef, Failure Fd,s, Design Table B2: Stud Size Hole Dia. 8.8 GRADE THREADED STUDS EMBEDMENT DEPTH, hef M M M M M M M M Depth hef, Failure Fd,s, Design Table B3: Stud Size Hole Dia GRADE THREADED STUDS EMBEDMENT DEPTH, hef M M M M M M M M Depth hef, Failure Fd,s, Design Steel Element Failure 4 MELBOURNE Logistics Street, Keilor Park VIC 3042 SYDNEY ADELAIDE

6 PF18 Table B4: Stud Size Hole Dia. A4-70 STAINLESS STEEL STUDS EMBEDMENT DEPTH, hef M M M M M M M A M A Depth A = Tensile strength 500N / mm 2 B = Tensile strength 700N / mm 2 hef, Failure Fd,s, Design Table B5: Stud Size Hole Dia. A4-80 STAINLESS STEEL STUDS EMBEDMENT DEPTH, hef M M M M M M M B M B Depth A = Tensile strength 500N / mm 2 B = Tensile strength 700N / mm 2 hef, Failure Fd,s, Design Table B6: Bar Dia. Hole Dia. HIGH BOND REINFORCING BARS Fyk = 500N/mm 2 EMBEDMENT DEPTH, hef Depth hef, Failure Fd,s, Design Steel Element Failure V R1 For more information call sales@allfasteners.com.au 5

7 TECHNICAL DATA SHEET: PF18 Fast Cure Chemical Injection System CHARACTERISTIC AND DESIGN LOAD RESISTANCES FOR THREADED STUDS Based On Characteristic Bond Strengths For hef 4d (minimum embedment) to 20d Table C1: Anchor Characteristic Nrk NON-CRACKED CONCRETE Vrk Design Nrd 7.27 Vrd Recommended Nrec 5.20 M M M M M M M Vrec Table C2: Characteristic Nrk Vrk CRACKED CONCRETE Design Nrd Vrd Recommended Nrec Vrec Nominal Embedment BOND STRENGTH FACTORS - THREADED STUDS Influence of concrete strength on combined pull out and concrete cone resistance Table D1: Concrete Strength N/mm2 (MPa) C15/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 Non cracked fc = Influence of environmental conditions in NON-CRACKED concrete Table D2: Threaded Rods M8 M10 M12 M16 M20 M24 M30 Temp I 40 C / 24 C Dry and Wet Temp II 80 C / 50 C Select concrete strength and environmental condition and apply to bond strength from table above 6 MELBOURNE Logistics Street, Keilor Park VIC 3042 SYDNEY ADELAIDE

8 PF18 CHARACTERISTIC AND DESIGN LOAD RESISTANCES FOR REBAR For REBAR based on characteristic bond strengths for hef 4d (min embedment) to 20d Table E1: Rebar Ø Characteristic Nrk NON-CRACKED CONCRETE Vrk Design Nrd 6.33 Vrd Recommended Nrec Vrec Table E2: Characteristic Nrk Vrk CRACKED CONCRETE Design Nrd Vrd Recommended Nrec Vrec Nominal Embedment BOND STRENGTH FACTORS - REBAR Influence of concrete strength on combined pull out and concrete cone resistance Table F1: Concrete Strength N/mm2 (MPa) C15/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 Non cracked fc = Influence of environmental conditions in NON-CRACKED concrete Table F2: Rebar Ø 8 Ø 10 Ø 12 Ø 16 Ø 20 Ø 25 Ø 28 Ø 32 Temp I 40 C / 24 C Dry and Temp II 80 C / 50 C Wet Select concrete strength and environmental condition and apply to bond strength from table above V R1 For more information call sales@allfasteners.com.au 7

9 TECHNICAL DATA SHEET: PF18 Fast Cure Chemical Injection System MATERIAL PROPERTIES FOR GRADES OF OTHER THREADED ROD AND REBAR Threaded Studs in Tensile Table G1: Stud Ø Stud Grade 8.8 Stud Grade 10.9 Stud Grade A4-70 Stud Grade A4-80 Nrk, s (kn) Nrd, s (kn) Nrk, s (kn) Nrd, s (kn) Nrk, s (kn) Nrd, s (kn) Nrk, s (kn) Nrd, s (kn) M M M M M M M Threaded Studs in Table G2: Stud Ø Stud Grade 8.8 Stud Grade 10.9 Stud Grade A4-70 Stud Grade A4-80 Vrk, s (kn) Vrd, s (kn) Vrk, s (kn) Vrd, s (kn) Vrk, s (kn) Vrd, s (kn) Vrk, s (kn) Vrd, s (kn) M M M M M M M Rebar in & Table G3: Rebar BSt 500 to DIN 488 Rebar Ø Nrk, s (kn) Nrd, s (kn) Vrk, s (kn) Vrd, s (kn) Ø Ø Ø Ø Ø Ø Ø Ø See last page for table Notes Nrk, s = Tensile Characteristic Vrk, s = Characteristic Nrd, s = Tensile Design Vrd, s = Design 8 MELBOURNE Logistics Street, Keilor Park VIC 3042 SYDNEY ADELAIDE

10 PF18 INFLUENCES OF ANCHOR SPACING AND EDGE DISTANCE Effect of Anchor Spacing - Table i1: Anchor Spacing STUD / REBAR DIAMETER Edge Distance TENSION Anchor Spacing SHEAR Effect of Edge Distance - Table i2: Effect of Edge Distance - Table i3: Edge Distance STUD / REBAR DIAMETER Edge Distance STUD / REBAR DIAMETER V R1 For more information call sales@allfasteners.com.au 9

11 TECHNICAL DATA SHEET: PF18 Fast Cure Chemical Injection System CURING TIMES & SERVICE TEMPERATURES Minimum Curing Time Table J1: Concrete Temperature Working Time Minimum curing time in DRY concrete Minimum curing time in WET concrete -10 C * 50 min 4 hrs x 2-5 C * 40 min 3 hrs x 2 Full cure 24 hours All specifications based on supplied mixer * Resin temperature must be at least 20 C 0 C to 9 C 20 min 1.5 hrs x 2 10 C to 19 C 9 min 60 min x 2 20 C to 29 C 5 min 30 min x 2 30 C to 39 C 3 min 20 min x 2 Temperature Ranges Service temperature range: Range of ambient temperatures after installation and during the lifetime of the anchor. Short term temperature: Temperatures within the service temperature range which vary over short intervals, e.g. day/night cycles and freeze/thaw cycles. Long term temperature: Temperature, within the service temperature range, which will be approximately constant over significant periods of time. Long term temperatures will include constant or near constant temperatures, such as those experienced in cold stores or next to heating installations. Table J2: Temperature Range Concrete Service Temperature Maximum Long Term Concrete Temp Maximum Short Term Concrete Temp Range I -40 C to 40 C 24 C 40 C Range II -40 C to 60 C 43 C 60 C PHYSICAL PROPERTIES Table K1: N/mm2 (MPa) Test Method Compressive Strength 43.5 EN ISO 604 / ASTM 695 Flexural Strength 15.9 EN ISO 178 / ASTM 790 Flexural Modulus 2803 EN ISO 178 / ASTM 790 Tensile Strength 9.3 EN ISO 527 / ASTM 638 E Modulus EN ISO 527 / ASTM 638 VOC Content A+ Rating - The product has a shelf life of 12 months from the manufacture date when stored correctly. This product should be stored between 5 C and 25 C. 10 MELBOURNE Logistics Street, Keilor Park VIC 3042 SYDNEY ADELAIDE

12 PF18 INSTALLATION PARAMETERS: DRILLING HOLE CLEANING AND INSTALLATION 1 1. Using a rotary hammer drill a hole into the base material to the required diameter & embedment depth for the selected anchor using a carbide drill bit (see Table L1.). NOTE: Not to be installed in diamond cored hole. 2 x2 x2 2A. Starting from the bottom of the bored hole, blow the hole clean of debris and containments using compressed air (min. 6 bar) or with a hand pump for a minimum of two times. If the bottom of bored hole cannot be reached an extension shall be used. A hand pump can be used for anchor/bore sizes up to 20 mm in diameter. For bore holes larger than 20 mm or deeper than 240 mm, compressed air (min. 6 bar) must be used. 2B. Brush the hole with the appropriate sized wire brush (see Table L2.) a minimum of two times. A hand brush shall be used for standard anchor embedment. If the bottom of bored hole cannot be reached a rotary percussive brush adaptor and extension shall be used. Repeat Step 2A. The hole will be cleared once more using compressed air. HOLLOW MASONRY Following the above instructions. Introduce a nylon (plastic) sleeve of suitable dimensions into each hole. These should sit flush with the block surface. Please note: the drill hole diameter should allow for the nylon sleeve (see Tables L1 & L2). After cleaning, the bored hole must be protected against re-contamination in an appropriate manner until the mortar has been dispensed into the hole. If necessary the hole cleaning will need to be repeated directly before dispensing the mortar Attach a supplied static-mixer nozzle to the cartridge and load the cartridge in the correct dispensing tool. For every working interruption longer than the recommended working time (see Table J1.) as well for new cartridges a new static-mixer nozzle shall be used. Prior to inserting the anchor rod into the filled hole, the embedment depth shall be marked on the anchor rods. 4 5cm 4. Prior to injection into the bored hole, squeeze out separately a minimum of three full strokes and discard any non-uniform mixed adhesive components until mortar shows a consistent colour. V R1 For more information call sales@allfasteners.com.au 11

13 TECHNICAL DATA SHEET: PF18 Fast Cure Chemical Injection System 5 5. Inject adhesive starting from the bottom of the hole, fill the hole to approximately 2/3 with the adhesive. Slowly withdraw the static-mixer as the hole fills to avoid creating air pockets. For embedment larger than 190mm an extension nozzle shall be used. For overhead and horizontal installation in bored holes larger than Ø 20 mm a piston plug and extension nozzle shall be used. Observe the gel/working times given in Table J1. HOLLOW MASONRY Inject adhesive into the nylon sleeve starting from the bottom, fill the sleeve completely with the adhesive. Slowly withdraw the static-mixer as the hole fills. Please note: more adhesive is required for use in hollow masonry Push the threaded rod into the hole while turning slightly to ensure positive distribution of the adhesive until the embedment depth is reached. The anchor should be free of dirt, grease, oil and other foreign containments. Be sure that the anchor is fully seated at the bottom of the hole and that excess mortar is visible at the top of the hole. If these requirements are not maintained, the application has to be renewed. For overhead application the anchor rod should be secured i.e. with wedges HOLLOW MASONRY Follow the above Step 6 inserting the stud or threaded rod into the nylon sleeve. Excess adhesive shall be pushed through the sleeves perforations to create a secure bond with the hollow block. 7 t cure 7. Allow the adhesive to cure to the specified time prior to applying any load or torque. Do not move or load the anchor until it is fully cured (see Table J1.) t cure HOLLOW MASONRY Allow the adhesive to cure to the specified time prior to applying any load or torque. Do not move or load the anchor until it is fully cured (see Table J1.) After full curring, the add-on/fixture can to installed with the max torque applied (see Table L1) by using a calibrated torque wrench. t inst 12 MELBOURNE Logistics Street, Keilor Park VIC 3042 SYDNEY ADELAIDE

14 PF18 Table L1: Threaded Rod M8 M10 M12 M16 M20 M24 Nominal Drill Bit Ø d o Range of anchor depth h ef h ef,min and bore hole depth h O h ef, max Ø of clearance in fixture d f Torque (MAX) t inst (Nm) Minimum Depth of Base Material h min h ef + 30mm 100mm h ef + 2 d o Minimum Spacing S min Minimum Edge Distance C min 0.5 h ef Rebar Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Nominal Drill Bit Ø d o ALLFASTENERS Chem Stud M8 M10 M12 M16 M20 M24 Effective Anchorage Depth h ef,rec Fixture Thickness t fix,min Nylon Sleeve M8 M10 M12 M16 M20 M24 Nominal Drill Bit Ø d o h min d O h ef h O h min t fix d a = hole diameter = effective anchorage depth = depth of drilled hole = base material thickness = fixture = anchor diameter d O h ef = h o t fix d a V R1 For more information call sales@allfasteners.com.au 13

15 TECHNICAL DATA SHEET: PF18 Fast Cure Chemical Injection System Cleaning & Setting tools Table L2: Anchor Ø Size Drill Bit Ø Wire Brush Ø, do Wire Brush min. Ø Nylon Sleeve Threaded Rod Rebar M Ø 12 x 50 mm M Ø 15 x 85 mm M Ø 15 x 130 mm M M M M M Ø Ø Ø Ø Ø Ø Ø Ø Ø Hand Pump (vol. 750ml) 12BPUMP Drill bit diameter (do) : 10mm to 20mm Compressed Air Tool (min. 6 bar) Drill bit diameter (do) : 10mm to 40mm Applicator Tool 12CAG ml 10:1 Caulking Applicator Tool 12CAG300 (300ml) 14 MELBOURNE Logistics Street, Keilor Park VIC 3042 SYDNEY ADELAIDE

16 PF18 NOTES PAGE 3: Typical characteristic and design resistance performance with 5.8 grade studding and associated installation data All data is based on correct installation - see instructions No influence of edge and spacing Minimum base material thickness hef +30mm >100mm for M8 to M12 and for M16 to M30 hef +2 d hef range minimum or 4d whichever is greatest to 20d Concrete strength C30/37 - fc cube = 37N/mm2 (32MPa) 5.8 grade stud Temperature range I maximum long term / short term temperature +24/40oC PAGE 4-5: Design Resistance with various stud strengths, material and rebar. Note 1 for stainless steel tensile strength is 500N/mm2 (500MPa) Note 2 for stainless steel tensile strength is 700N/mm2 (500MPa) Data shown below the minimum embedment depth is for reference only. Please refer to manufacturer for advice. PAGE 6-7 : Characteristic and Design Load resistances based on characteristic bond strengths for hef 4d (minimum embedment) to 20d All data is based on correct installation - see instructions No influence of edge and spacing Minimum base material thickness hef +30mm >100mm for M8 to M12 and for M16 to M30 hef +2 d hef range minimum or 4d whichever is greatest to 20d Concrete strength C30/37 - fc cube = 37N/mm2 (32MPa) Temperature range i maximum long term / short term temperature +24/40oC PAGE 8: Material Properties for grades of other threaded rod and rebar All grades shown for information M30 studding is 8.8 grade instead of 5.8 grade. >M27 for A4-70 tensile strength of 500N/mm2, instead of 700N/mm2 M30 for A4-70 tensile strength of 500N/mm2 (500MPa), instead of 700N/mm2 (700MPa) Safety factor is 1.5 tension and 1.25 shear for all carbon steel Safety factor is 1.87 for stainless steel, up to M24, M27 to M36 is 2.86 Safety factor is 1.56 for stainless steel in shear, up to M24, M27 to M36 is 2.37 Safety factor is 1.4 tension and 1.5 shear for BSt 500 rebar Partial Safety Factors for pages 3-7: 1.8 for all sizes studs 1.8 for all sizes rebar IMPORTANT: Information, specifications, procedures and recommendations provided ( information ) are based on our experience and we believe this to be accurate. No representation, guarantee or warranty is made as to the accuracy or completeness of the information or that use of the product will avoid losses or damages or give desired results. It is purchaser s sole responsibility to test and determine the suitability of any product for the intended use. Tests should be repeated if materials or conditions change in any way. No employee, distributor or agent has any right to change these facts and offer a guarantee of performance. NOTE TO USER: by ordering/receiving product you accept the ALLFASTENERS General Terms and Conditions of Sale applicable in the region. Please request a copy if you have not received these. These Terms and Conditions contain disclaimers of implied warranties (including but not limited to disclaiming warranties of fitness for a particular purpose) and limits of liability. V R1 For more information call sales@allfasteners.com.au 15