AC100-PRO. AC100-PRO Vinylester 160ML AC100-PRO Vinylester 300ML AC100-PRO Vinylester 360ML AC100-PRO Vinylester 410ML AC100-PRO 160ML AC100-PRO 300ML

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1 Vinylester 160ML Vinylester 300ML Vinylester 360ML Vinylester 410ML 160ML 300ML 360ML 410ML Approvals and test reports POWERS TEST LABORATORY 0756-CPD-0236 EUROPEAN TECHNICAL APPROVAL ETA-08/ ETAG option 7 Fire Resistance Product description 1. ETA approved Suitable for safety relevant applications European approval option 7, for use in uncracked concrete Approved embedment depth range Ø - 20xØ Approved for threaded rod M8 - M30 Approved for rebar Ø8 - Ø32 Approved for overhead applications Approved for dry, wet and water filled holes Approval for water filled holes M8-M16 and Ø8-Ø16 Approved for heavy loads Excellent performance in rotary hammer drilled holes 2. General applications Base materials: concrete, solid brick, hollow brick and sand-lime stone Suitable for use in unventilated areas Suitable for fixing threaded rods, steel constructions, colums, beams, consoles, rebar, ladders, cable trays, gates, facades, window elements etc. Suitable as repair mortar or adhesive mortar for concrete components Fire test report available Alternative to Fischer FIS VS/UPM44 Criterium Fischer FIS VS/UPM44 ETA-approval ETA-option 7 approval for waterfilled holes ETA-option 7 approval for rebar ETA-approved embedment depths 8xØ-12xØ Ø-20xØ ETA approved load value (M8 for example) Load value tension M8: 12.7 kn Load value tension M8: up to 19.3kN Spit Epomax Criterium Spit Epomax ETA-approval ETA-option 7 approval for rebar Fire Resistance F120 ETA-approved embedment depths Only 3 Ø approved embedment depths per Ø Ø-20xØ ETA approved load value (M8 for example) Load value tension M8: 10.2 kn Load value tension M8: up to 19.3kN Hilti Hit-HY 150 Criterium Hilti Hit-HY 150 ETA-approval ETA-approval for wet holes ETA-approval for water filled holes ETA-approved load value (M8 for example) Load value tension M8: 13.3 kn Load value tension M8: up to 19.3kN Status November 2008.This information comes from various sources. Powers cannot be held responsible for the correctness of the information in this table. 3. Benefits Superior loading values compared to almost any competitive product One product with an ETA-approval for both threaded rod and rebar Very large range of approved embedment depths ensure maximum flexibility and safety Usable in many situations, even overhead or in water filled holes ETA granted based on latest design model TR029 Long shelf life: 18 months (300ml: 9 months) Styrene free, styrol free and low odour level Quick curing time Excellent performance in hollow base materials in combination with mesh sleeve 4. Properties Storage temperature +5ºC +25ºC available in: 160 ml (fits standard cartridge gun) 300 ml (fits standard cartridge gun) 360 ml (fits Powers/Fischer /Upat cartridge gun) 410 ml (fits Powers cartridge gun) 2 approved temperature ranges: +40ºC / +24ºC +80ºC / +50ºC

2 Base materials Uncracked concrete Solid brick Sand-lime stone Hollow brick Installation guidelines anchor installation should be carried out by qualified personell and under the supervision of the person responsible for technical matters on the site use the anchor only as specified by Powers before placing the anchor, ensure that the strength class of the concrete is in the approved range respect recommended anchorage depth, edge distances and spacing in case of an aborted drill hole, refill with mortar do not exceed the max torque moment given in this datasheet using a calibrated torque wrench install in accordance with the specifications, drawings and tools indicated in this datasheet Installation Solid Material e.g. 20 C hef 45 min P min. 10 cm 1 Drill a hole to the size and embedment required. Water must be removed prior to cleaning. 2 Starting from the rear of the hole, blow the hole clean with compressed air or a hand pump according to installation instructions at least four times. If the rear of the drill hole cannot be reached an extension must be used.the hand pump is allowed for anchor sizes up to drill hole diameter 20 mm. 3 Check brush diameter according to installation instructions seen on the next page. Brush the hole with an appropriate sized wire brush a minimum of four times. If the rear of the drill hole cannot be reached by brush an extension must be used. 4 Please repeat procedure two. 5 Attach a supplied static mixing nozzle to the cartridge and load the cartridge into the correct dispensing tool. For every working interruption longer than the recommended gel time (as seen on table setting time) as well as for new cartridges, a new static-mixer must be used. 9 Push the threaded rod or reinforcing bar into the hole while turning slightly to ensure positive distribution of the adhesive until the embedment depth is reached. The rod or rebar should be free of dirt, grease, oil or other foreign material. 6 Prior to inserting the threaded rod into the filled hole, the position of the embedment depth must be marked on the anchor rods. 10 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. 7 Prior to dispensing into the anchor hole, squeeze out a minimum of 10cm until the mortar shows a consistent colour. 8 Fill the cleaned hole approximately two-thirds with adhesive starting from the rear of the hole. Slowly withdraw the static mixing nozzle as the hole fills to avoid creating air pockets. For embedments larger than 190 mm an extension nozzle must be used. For overhead and horizontal installation with a diameter larger than 20 mm, use a piston plug and extension nozzle. Observe gelworking times. info@powerseurope.nl +31 (0) After full curing, the fixture can be installed. Make sure the max. torque is not exceeded. Ensure that the anchor is fully seated at the bottom of the hole (in case the threaded rod is not marked) and that excess mortar is visible at the top of the hole. If these requirements are not maintained, the application has to be renewed. NOTE: look for more installation information like wire brush diameters, installation torque etc. further in this datasheet.

3 Installation Hollow Material (not part of ETA approval) 1 rotary 2 hef 1. 3 P 4 min. 10 cm 5 6 OK 7 e.g. 20 C 45 min 1 Drill a hole to the size and embedment required. Water must be removed prior to cleaning. Rotary drilling is recommended. 3 Attach a supplied static mixing nozzle to the cartridge and load the cartridge into the correct dispensing tool. For every working interruption longer than the 5 Place the mesh sleeve into the hole. Fill the hole completely with the adhesive starting from the rear of the hole. Slowly withdraw the static mixing nozzle as the hole 7 Allow the adhesive recommended gel time (as seen on table fills to avoid creating air pockets. 2 Prior to inserting the threaded rod setting time) as well as for new cartridges, into the filled hole, the position of the a new static mixer must be used. 6 Push the threaded rod into the hole embedment depth must be marked on the while turning slightly to ensure positive anchors. 4 Prior to dispensing into the anchor hole, squeeze out a minimum of 10cm until the mortar shows a consistent colour. distribution of the adhesive until the embedment depth is reached. The rod should be free of dirt, grease, oil or other foreign material. 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. NOTE: look for more installation information like wire brush diameters, installation torque e.g. further in this datasheet.

4 Setting time BASE MATERIAL TEMP. GEL TIME SETTING TIME 40ºC 1,5 mins 15 mins 35ºC 2 mins 20 mins 30ºC 4 mins 25 mins 20ºC 6 mins 45 mins 10ºC 15 mins 80 mins 5ºC 25 mins 2 hours 0ºC 45 mins 7 hours In case of wet or underwater anchorage, setting time must be doubled For installation at 0ºC the cartridge must have a temperature of at least 5ºC Wire brushes and air blowers >80 L D D0 D DMIN L Ø THREADED REBAR DRILL HOLE BRUSH MIN. BRUSH TOTAL BRUSH PISTON PLUG NUMBER OF BLOW OUT ROD DIAMETER DIAMETER DIAMETER LENGTH ACTIONS TOOL (mm) (mm) (mm) (mm) (mm) (mm) M , hand pump M , hand pump M , hand pump , hand pump M , hand pump , hand pump M , hand pump M , compressed air blowing brushing blowing M , compressed air M , compressed air , compressed air For drill holes with a diameter over 24 mm or deeper than 240mm compressed air (min. 6 bar) must be used, from an oil-free compressor Hand pump (volume 750ml) Anchor size M8 (rebar 8mm) to M20 (rebar 20mm) Rec. oil-free compressed air tool (min 6 Bar) Anchor size M24 (rebar 25mm) to M30 (rebar 32mm) For deeper drill holes an elongated brush and air blower must be used Piston plug for overhead or horizontal installation Anchor size M20 (rebar 20mm) to M30 (rebar 32mm) Size and packaging information Type Art. Nr. Box Carton Suitable cartridge guns Art. Nr. 160ML Standard gun 300ML Standard gun 360ML CG360 / Fischer gun compatible ML CG410basic / CG410-PRO / CG410PNEUM / / 08487

5 Installation Information Nominal drilling hole dia do Anchor size Torque moment Tinst THICKNESS MEMBER (h) SPACING (s) Effective anchorage depth hef Thickness of fixture tfix Thickness of member h EDGE DISTANCE (c) Installation data concrete THREADED RODS M8 M10 M12 M16 M20 M24 M27 M30 nominal drill diameter d0 [mm] min eff anchorage depth hef, min [mm] max eff anchorage depth hef, max [mm] min spacing smin [mm] min edge distance cmin [mm] torque Tinst [Nm] max thickness of fixture tfix [mm] 1500 min thickness member hmin [mm] hef + 30mm 100mm hef + 2d0 Diameter of clearance hole in the fixture df [mm] REBAR [MM] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 nominal drill diameter d0 [mm] min eff anchorage depth1 hef, min [mm] max eff anchorage depth2 hef, max [mm] min spacing smin [mm] min. edge distance cmin [mm] max thickness of fixture tfix [mm] 1500 min thickness member hmin [mm] hef + 30mm 100mm hef + 2d0 Installation data solid base materials (not part of ETA approval) M8 M10 M12 M16 M20 nominal drill hole diameter d0 [mm] eff anchorage depth hef [mm] min spacing smin [mm] charact. edge distance ccr,n [mm] min. edge distance cmin [mm] torque Tinst [Nm] min. thickness member hmin [mm] max thickness of fixture tfix [mm] 1500 Diameter of clearance hole in the fixture df [mm]

6 STRUCTURAL DESIGN DETAILS Installation data hollow base materials (with mesh sleeve) (not part of ETA approval) M8 M10 M12 M16 nominal drill hole diameter d0 [mm] setting depth of rod hef [mm] setting depth of mesh sleeve hs [mm] min. spacing smin [mm] min. edge distance cmin [mm] torque Tinst [Nm] min. thickness member hmin [mm] Diameter of clearance hole in the fixture df [mm] DESIGN LOADS NRd and VRd [kn] Example application, threaded rod, C20/25, 8.8 steel, dry or wet uncracked concrete, temperature range 40 C / 24 C, single anchor, no edge or spacing influence ALLOWABLE LOADS Nall and Vall [kn] Example application, threaded rod, C20/25, 8.8 steel, dry or wet uncracked concrete, temperature range 40 C / 24 C, single anchor, no edge or spacing influence Anchor size [mm] d0 hef1 min hef2 max Tension1 Nrd kn Tension2 Nrd kn Shear Vrd kn Anchor size [mm] d0 hef1 min hef2 max Tension1 Nrec kn Tension2 Nrec kn Shear Vrec kn M ,0 19,3 12,0 M ,1 13,7 8,5 M ,5 30,6 18,4 M ,9 21,8 13,1 M ,4 44,6 27,2 M ,7 31,8 19,4 M ,0 83,3 50,4 M ,2 59,5 36,0 M ,9 130,6 78,4 M ,0 93,2 56,0 M ,3 188,0 112,8 M ,7 134,2 80,5 M ,4 245,3 147,2 M ,4 175,2 105,1 M ,8 282,7 179,2 M ,2 201,9 128,0 Note: above loads are calculated values for frequently used applications. For further design details and for other applications, please see tables on the next page. Design loads steel, tension NRd [kn] STEEL TYPE M8 M10 M12 M16 M20 M24 M27 M ,0 19,3 28,0 52,0 81,3 117,3 153,3 186, ,3 30,6 44,6 83,3 130,6 188,0 245,3 299,3 A4* 13,9 21,9 31,5 58,8 91,4 132,0 80,4 98,2 HCR* 13,9 21,9 31,5 58,8 91,4 132,0 80,4 98,2 *For stainless threaded rods > M24, the steel property class generally decreases from 70 to 50, which explains the drop in tensile strength. Design loads steel, shear VRd [kn] STEEL TYPE M8 M10 M12 M16 M20 M24 M27 M ,2 12,0 16,8 31,2 48,8 70,4 92,0 112, ,0 18,4 27,2 50,4 78,4 112,8 147,2 179,2 A4* 8,3 12,8 19,2 35,2 55,1 79,4 48,3 58,8 HCR* 8,3 12,8 19,2 35,2 55,1 79,4 48,3 58,8 *For stainless threaded rods > M24, the steel property class generally decreases from 70 to 50, which explains the drop in shear strength. Steel design strength tension and shear rebar BSt 500 S [kn] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Tension NRd 20,0 30,7 44,2 60,7 79,2 123,5 192,8 242,1 315,7 Shear VRd 9,3 14,6 20,6 28,0 36,6 57,3 90,0 112,6 147,3

7 STRUCTURAL DESIGN DETAILS BOND STRENGTH FOR THREADED ROD Characteristic bond strength uncracked concrete C20/25, dry or wet drill hole, short and long term temperature ranges BOND STRENGTH [FOR THREADED ROD] M8 M10 M12 M16 M20 M24 M27 M30 τ Rk,ucr [N/mm2 ] temperature range 1: short 40ºC / long 24ºC τ Rk,ucr [N/mm2 ] temperature range 2: short 80ºC / long 50ºC 7, ,5 7,5 6,5 γmc (dry or wet drill hole) 1,5 1,8 Characteristic bond strength uncracked concrete C20/25, water filled drill hole, short and long term temperature ranges BOND STRENGTH [FOR THREADED ROD] M8 M10 M12 M16 τ Rk,ucr [N/mm2 ] temperature range 1: short 40ºC / long 24ºC 7,5 8,5 8,5 8,5 τ Rk,ucr [N/mm2 ] temperature range 2: short 80ºC / long 50ºC 5,5 6,5 6,5 6,5 γmc (water filled drill hole) 2,1 BOND STRENGTH FOR REBAR Characteristic bond strength uncracked concrete C20/25, dry or wet drill hole, short and long term temperature ranges BOND STRENGTH [FOR REBAR] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 τ Rk,ucr [N/mm2 ] temperature range 1: short 40ºC / long 24ºC 8, τ Rk,ucr [N/mm2 ] temperature range 2: short 80ºC / long 50ºC 6 7,5 7,5 7,5 7,5 7, γmc (dry or wet drill hole) 1,5 1,8 Characteristic bond strength uncracked concrete C20/25, water filled drill hole, short and long term temperature ranges BOND STRENGTH [FOR REBAR] Ø8 Ø10 Ø12 Ø14 Ø16 τ Rk,ucr [N/mm2 ] temperature range 1: short 40ºC / long 24ºC 6 7,5 7,5 7,5 7,5 τ Rk,ucr [N/mm2 ] temperature range 2: short 80ºC / long 50ºC 4,5 5,5 5,5 5,5 5,5 γmc (water filled drill hole) 2,1 Note: These formulas are only given as an example. Ask for the European Technical Approval Guideline TR029. For calculating further design details also the relevant ETA approval should be used. N = π. d. h. Rk,p ef τ Rk,ucr [N] Note 1) 1. Characteristic resistance anchors (pullout, bond strength) N = Rk,c ƒck,cube h ef 1.5 [N] 2. Characteristic resistance anchors in uncracked concrete (concrete cone failure) Note 2) γmc for water filled holes is 2,1 for all diameters Note 3) ψ c (increasing for other concrete strengths) for C30/37 1,04, for C40/50 1,08 and for C50/60 1,10

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