pure150-proebs-eg.com/partners/powers/eng_pure150_data_sheet.pdf · hilti ®re 500 criterium...

PURE150-PROPURE150-PRO - Pure Epoxy - 385ML

PURE150-PRO - Pure Epoxy - 585ML

PURE150-PRO - Pure Epoxy - 1400ML

EUROPEAN TECHNICAL APPROVALETA-08/0376 - ETAG 001-1 - option 1

0756-CPD-0244

08

Product description

Approvals and test reports

PURE150-PRO - 385ML

PURE150-PRO - 1400ML

PURE150-PRO - 585ML

FireResistance

POWERS

TEST LABORATO

RY

1. ETA approved• ETA-1 approved for cracked and uncracked concrete• ETA-1 approved in cracked concrete with normal threaded rods• Suitable for safety relevant applications• For extreme loads and low embedment depths• Approved embedment depth range 4xØ to 12xØ• Approved for threaded rods M8-M30• Approved for rebar Ø8-Ø32 • Approved for overhead applications• Approved for dry, wet and water filled holes• Approved for 3 temperature ranges, up to +72°C short term and +43°C long term

2. General applications• Base materials: concrete, stone, solid brick and sand-lime stone• Suitable for hammer- and roughened diamond drilled holes• For extreme loads, dynamic loads and low embedment depths• 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• Recommended for use in marble and natural stone

Alternative toSpit® Epcon Criterium Spit® Epcon PURE150-PRO

ETA-approval ��

ETA-option 1 cracked concrete ��

Fire resistance ��

Hilti® RE 500 Criterium Hilti® RE 500 PURE150-PROETA-approval ��

ETA-option 1 for water filled holes ��

ETA approved load value M8, hef=60mm,Temp: +72°C/43°C 6,7 kN 7,1 kN

Fire resistance �� Fischer® FIS EM Criterium Fischer® FIS EM PURE150-PRO

ETA-approval ��

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• ETA-approved anchorage for both cracked and uncracked concrete with

normal threaded rods and rebar• ETA granted on latest design model TR029• Fits Hilti® cartridge gun• 100% pure epoxy: negligible shrinkage after curing• Shape-locks and bonds to the material• Resists vibrations• Long shelf life: 24 months• Styrene free and low odour level• Usable in many situations, even overhead or in water filled holes• Excellent bonding of the mortar ensures highest loads in concrete• Solid design cartridges: no leaking, easy pumping

4. Properties• Storage temperature +5°C - +25°C• Cartridge size in 385ml, 585ml and 1400ml• 3 approved temperature ranges:

+40ºC / +24ºC+60ºC / +43ºC+72ºC / +43ºC

Chemical AnchorsPURE150-PRO

Changes without notice, Powers terms and conditions apply.

www.powerseurope.nl [email protected] +31 (0) 227 594 740

PURE150-PRO

Base materials

Cracked concrete Uncracked concrete Solid brick Natural stone Sand-lime stone

Chemical Anchors



PURE150-PRO

• 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 approved 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

11

20°Ce.g.

10 hours

10

2x2x

4

1

2x

3

P

1.5

hef

6

min.10 cm

7 8

9

2x2x

2

Installation

Installation guidelines

Solid Material

Drill a hole to the size and embedment required.Water must be removed prior to cleaning. In case of diamond drilled holes,the drill hole must be roughened.

Starting from the rear of the hole, blow the hole clean with compressed air or a hand pump according to installation instructions atleast two times. If the rear of the drill hole cannot be reached an extensionmust be used. The hand pump is allowed for anchor sizes up to drill holediameter 20 mm.

Check brush diameter according to installation instructionsseen on the next page. Brush the hole with an appropriate sized wirebrush a minimum of two times. If the rear of the drill hole cannot bereached by brush an extension must be used.

Please repeat procedure two.4

3

2

1 Attach a supplied static mixing nozzle to thecartridge and load the cartridge into the correctdispensing tool. For every working interruptionlonger than the recommended gel time (as seenon table setting time) as well as for newcartridges, a new static-mixer must be used.

Prior to inserting the threaded rod into thefilled hole, the position of the embedment depthmust be marked on the anchor rods or rebar.

Prior to dispensing into the anchor hole,squeeze out a minimum of 10cm until the mortarshows a consistent colour.

Fill the cleaned hole approximately two-thirdswith adhesive starting from the rear of the hole.Slowly withdraw the static mixing nozzle as thehole fills to avoid creating air pockets. Forembedments larger than 190 mm an extensionnozzle must be used. For overhead and horizontalinstallation with a diameter larger than 20 mm, usea piston plug and extension nozzle. Observe gel-working times.

8

7

6

5 Push the threaded rod or reinforcing bar intothe hole while turning slightly to ensurepositive distribution of the adhesive until theembedment depth is reached.The rod or rebarshould be free of dirt, grease, oil or otherforeign material.

Allow the adhesive to cure to the specified time prior to applying any load or torque. Donot move or load the anchor until it is fullycured.

After full curing, the fixture can be installed. Make sure the max. torque is notexceeded. Ensure that the anchor is fullyseated at the bottom of the hole (in case thethreaded rod is not marked) and that excessmortar is visible at the top of the hole. If theserequirements are not maintained, theapplication has to be renewed.

NOTE: look for more installation informationlike wire brush diameters, installation torqueetc. further in this datasheet.

11

10

9

PURE150-PRO

PURE150-PRO Setting timeBASE MATERIAL TEMP. GEL TIME SETTING TIME

40°C 12 mins 4 hours30°C 20 mins 6 hours20°C 30 mins 10 hours10°C 90 mins 30 hours5°C 120 mins 50 hours

In case of wet or underwater anchorage, curing time must be doubled

Chemical Anchors



PURE150-PRO

D0 D DMIN L ØTHREADED 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)

M8 10 12 10,5 170 - hand pump

M10 8 12 14 12,5 170 - hand pump

M12 10 14 16 14,5 200 - hand pump

12 16 18 16,5 200 - hand pump

M16 14 18 20 18,5 300 - hand pump

16 20 22 20,5 300 - hand pump

M20 20 24 26 24,5 300 22 hand pump

M24 28 30 28,5 300 27 compressed air

M27 25 32 34 32,5 300 29 compressed airM30 28 35 37 35,5 300 34 compressed air

32 37 40 37,5 300 36 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

L

80>

D

2x b

low

ing

2x b

rush

ing

2x b

low

ing

Wire brushes and air blowers

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 blowermust be used

Piston plug for overhead or horizontal installationAnchor size M20 (rebar 20mm) to M30 (rebar 32mm)

Type Art. Nr. Box Carton Suitable cartridge guns Art. Nr.

PURE150-PRO 385ML 08481 1 10 CG585-PRO 31185

PURE150-PRO 585ML 08493 1 10 CG585-PRO 31185

PURE150-PRO 1400ML 08494 1 3 CG1400 BAZOOKA 31190

Size and packaging information

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

M12 12 70 144 11,0 22,6 27,2 M12 12 70 144 7,9 16,2 19,4

M16 16 80 192 14,3 34,9 50,4 M16 16 80 192 10,2 24,9 36,0

M20 20 90 240 14,6 43,1 78,4 M20 20 90 240 10,5 30,8 56,0

M24 24 96 288 16,1 56,9 112,8 M24 24 96 288 11,5 40,6 80,6

M8 M10 M12 M16 M20 M24 M27 M30

nominal drill hole diameter d0 [mm] 10 12 14 18 24 28 32 35

torque Tinst max [Nm] 10 20 40 80 120 160 180 200

min eff anchorage depth hef, min [mm] 60 60 70 80 90 96 108 120

max eff anchorage depth hef, max [mm] 96 120 144 192 240 288 324 360

min spacing Smin [mm] 40 50 60 80 100 120 135 150

min edge distance Cmin [mm] 40 50 60 80 100 120 135 150

min thickness member hmin [mm] hef + 30 mm hef + 2d0≥100 mm

Diameter of clearance hole in the fixture df [mm]≤ 9 12 14 18 22 26 30 33

PURE150-PRO

Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø38 Ø32

nominal drill hole diameter d0 [mm] 12 14 16 18 20 24 32 35 37

min eff anchorage depth hef, min [mm] 60 60 70 75 80 90 100 112 128

max eff anchorage depth hef, max [mm] 96 120 144 168 192 240 300 336 384

min spacing Smin [mm] 40 50 60 70 80 100 125 140 160

min edge distance Cmin [mm] 40 50 60 70 80 100 125 140 160

min thickness member hmin [mm] hef + 30 mm hef + 2d0≥100 mm

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.

Chemical Anchors



PURE150-PRO

Installation Information

THICKNESS MEMBER(h)Nominal

drillinghole dia do

Anchor size

Effective anchorage depth hef Thickness offixture tfix

Torque moment

Tinst

Thickness of member h

SPACING (s)

EDGEDISTANCE (c)

DESIGN LOADS NRd and VRd [kN] ALLOWABLE LOADS Nall and Vall [kN]

CRACKED CONCRETE

Example application, threaded rod, C20/25, 8.8 steel, dry or wet crackedconcrete, temperature range 40°C / 24°C, single anchor, no edge orspacing influence


PURE150-PRO

PURE150-PRO – STRUCTURAL DESIGN DETAILS

STEEL M8 M10 M12 M16 M20 M24 M27 M30

5.8 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0

8.8 12,0 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 TYPE M8 M10 M12 M16 M20 M24 M27 M30

5.8 12,0 19,3 28,0 52,0 81,3 117,3 153,3 186,6

8.8 19,3 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 tension steel NRd, [kN]

Design loads shear steel VRd, [kN]

Chemical Anchors



PURE150-PRO

Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32

Tension NRd,s 20,0 30,7 44,2 60,7 79,2 123,5 192,8 242,1 315,7

Shear VRd,s 9,3 14,6 20,6 28,0 36,6 57,3 90,0 112,6 147,3

Design loads tension and shear rebar BSt 500 S [kN]

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

M8 8 60 96 12,6 19,3 12,0 M8 8 60 96 9,0 13,8 8,6

M10 10 60 120 13,0 30,7 18,4 M10 10 60 120 9,3 21,9 13,1

M12 12 70 144 16,4 44,7 27,2 M12 12 70 144 11,7 31,9 19,4

M16 16 80 192 20,1 74,6 50,4 M16 16 80 192 14,3 53,3 36,0

M20 20 90 240 20,5 89,4 78,4 M20 20 90 240 14,7 63,9 56,0

M24 24 96 288 22,6 117,5 112,8 M24 24 96 288 16,2 84,0 80,6

M27 27 108 324 27,0 140,2 147,2 M27 27 108 324 19,3 100,2 105,1

M30 30 120 360 31,6 164,3 179,2 M30 30 120 360 22,6 117,3 128,0

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 NRd and VRd [kN] ALLOWABLE LOADS Nall and Vall [kN]

UNCRACKED CONCRETE



BOND STRENGTH [FOR THREADED ROD] M12 M16 M20 M24

τRk,cr [N/mm2] temperature range 1: short 40ºC / long 24ºC dry or wet drill hole 7,5 6,5 6,0 5,5Water filled drill hole 7,5 6,0 5,0 4,5



γMc (dry or wet drill hole) 1,8 2,1γMc (water filled drill hole) 2,1

Characteristic bond strength cracked concrete C20/25, short and long term temperature ranges

CRACKED CONCRETE BOND STRENGTH FOR THREADED ROD

PURE150-PRO – STRUCTURAL DESIGN DETAILS

Chemical Anchors



PURE150-PRO

Note: These formulas are only given as an example. Ask for the European Technical Approval Guideline TR029. For calculating further design details from the relevant ETAapproval should be used.

Note 1)1. Characteristic resistance anchors (pullout, bond strength)

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) ψc (increasing for other concrete strengths) for C30/37 1,04, for C40/50 1,08 and for C50/60 1,10

N = 7.2 . . Rk,c ck,cube ef1.5ƒ h [N]

N = π . d . h . τ Rk,ucrRk,P ef [N]

BOND STRENGTH [FOR THREADED ROD] M8 M10 M12 M16 M20 M24 M27 M30

τRk,ucr [N/mm2] temperature range 1: short 40ºC / long 24ºC dry or wet drill hole 15,0 15,0 15,0 14,0 13,0 12,0 12,0 12,0

Water filled drill hole 15,0 14,0 13,0 10,0 9,5 8,5 7,5 7,0τRk,ucr [N/mm2] temperature range 2: short 60ºC / long 43ºC dry or wet drill hole 9,5 9,5 9,0 8,5 8,0 7,5 7,5 7,5

Water filled drill hole 9,5 9,5 9,0 8,5 7,5 7,0 6,5 6,0τRk,ucr [N/mm2] temperature range 3: short 72ºC / long 43ºC dry or wet drill hole 8,5 8,5 8,0 7,5 7,0 7,0 6,5 6,5

Water filled drill hole 8,5 8,5 8,0 7,5 7,0 6,0 5,5 5,5γMc (dry or wet drill hole) 1,8 2,1γMc (water filled drill hole) 2,1

BOND STRENGTH [FOR REBAR] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32

τRk,ucr [N/mm2] temperature range 1: short 40ºC / long 24ºC dry or wet drill hole 11,0 11,0 10,0 10,0 9,5 9,0 9,0 8,5 8,5

Water filled drill hole 11,0 10,0 9,0 8,0 7,5 6,5 5,5 5,0 5,0τRk,ucr [N/mm2] temperature range 2: short 60ºC / long 43ºC dry or wet drill hole 6,5 6,5 6,5 6,0 6,0 5,5 5,5 5,0 5,0

Water filled drill hole 6,5 6,5 6,5 6,0 6,0 5,5 4,5 4,5 4,0τRk,ucr [N/mm2] temperature range 3: short 72ºC / long 43ºC dry or wet drill hole 6,0 6,0 5,5 5,5 5,5 5,0 4,5 4,5 4,5

Water filled drill hole 6,0 6,0 5,5 5,5 5,5 5,0 4,0 4,0 3,5γMc (dry or wet drill hole) 1,8 2,1γMc (water filled drill hole) 2,1

Characteristic bond strength uncracked concrete C20/25, short and long term temperature ranges

Characteristic bond strength uncracked concrete C20/25, short and long term temperature ranges

UNCRACKED CONCRETE BOND STRENGTH FOR THREADED ROD

UNCRACKED CONCRETE BOND STRENGTH FOR REBAR

Characteristic bond strength cracked concrete C20/25, short and long term temperature ranges

CRACKED CONCRETE BOND STRENGTH FOR REBAR

Note: These formulas are only given as an example. Ask for the European Technical Approval Guideline TR029. For calculating further design details from the relevant ETAapproval should be used.

Note 1)1. Characteristic resistance anchors (pullout, bond strength)

2. Characteristic resistance anchors in cracked concrete (concrete cone failure)

Note 2) γMc for water filled holes is 2,1 for all diameters

Note 3) ψc (increasing for other concrete strengths) for C30/37 1,04, for C40/50 1,08 and for C50/60 1,10

N = 7.2 . . Rk,c ck,cube ef1.5ƒ h [N]

N = π . d . h . τ Rk,crRk,P ef [N]

BOND STRENGTH [FOR REBAR] Ø12 Ø14 Ø16 Ø20 Ø25

τRk,cr [N/mm2] temperature range 1: short 40ºC / long 24ºC dry or wet drill hole 5,5 4,5 4,5 4,0 3,5Water filled drill hole 5,5 4,5 4,0 3,5 3,0



γMc (dry or wet drill hole) 1,8 2,1γMc (water filled drill hole) 2,1

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