PurePro 150 Technical Data Sheet

3:1 RATIO STRUCTURAL 

EPOXY ADHESIVE INJECTION 

ANCHORING SYSTEM

The Powers Plus range includes many mechanical and chemical anchoring systems the have 

ETA reports and can be used with confidence to meet the new NCC requirements. 

Approval Listing 

Anchor products holding a European Technical Approval/Assessment (ETA) are qualified according to one 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. 

The German Technical Approval of post installed reinforcement bars certifies that the product meets the 

requirements to be installed by trained personnel. The German Technical Approvals are next to the European 

Technical Approvals the most renowned qualifications of anchor products. 

The Evaluation Service of the International Code Council (ICC ES) provides test guidelines for anchor qualification 

in the US. The technical reports issued on the basis of these guidelines are internationally 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. 

VOC CLASSIFICATION 

Products 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. 

Loads evolving from earthquakes are termed seismic loads and are characterised by cyclic loading. The suitability of 

the seismic load is classified as: 

• Seismic Category C1 

• Seismic Category C2 

FIRE RATED 

A fire resistance rating provides the duration of fire exposure for which the anchor product is qualified based 

on the ETA (EOTA TR 020) or other relevant evaluation reports. Ratings within the context of the European 

Organization 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 fire resistance 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 rebar connections. 

POWERS is one of the founding members of AEFAC (Australian Engineered Fasteners and Anchor Council). 

AEFAC is a consortium made of leading industry partners / suppliers of quality anchors to the construction industry 

and Swinburne University of Technology. 

AEFAC is a new industry-focused initiative which aims to set the standard for the specification, selection, design, 

applications and installation of structural anchors and fasteners in the Australian construction industry. AEFAC aims 

to enhance safety and efficiency associated with the use of structural anchors and fasteners. AEFAC is based at 

Swinburne University of Technology with access to state-of-the-art testing and research capabilities. 

The guidelines and resources being developed by AEFAC are intended to become the codes of practice in Australia. 

As well as being a founding member, POWERS is also on the Board and Technical Committee of AEFAC. POWERS 

also retains membership in several international organisations including Concrete Anchoring Manufacturers. 

2 

PURE150-PRO Technical Data Sheet. Last modified September, 2017

PURE150-PRO 

Pure Epoxy 3:1 Adhesive Injection System 

The Pure150-Pro is a two-component 3:1 ratio structural epoxy adhesive 

injection system. High strength adhesive designed for bonding threaded rod, 

internal threaded sleeve or reinforcement bars into cracked and 

un-cracked concrete and other solid base materials. Consistent performance 

in un-cracked and cracked concrete of variable strength. Pure150-Pro is also 

qualified for core-drilled holes (diamond coring). † 

† Please refer to relevant Powers ETA documentation for load capacities in diamond core drilled holes. 

The design of the Pure150-Pro cartridge eliminates the leakage and dispensing problems often 

found with other systems. Each cartridge is configured with two parallel chambers containing 

the Component-A base resin and the Component-B hardener. During dispensing the epoxy is 

pressurised as it passes through a unique tapered nozzle containing a series of static mixing 

elements. As the epoxy components are pumped through the nozzle, they are progressively 

divided and recombined by the mixing elements to provide an easy, smooth flow, with a 

perfect mix ratio. 

Features 

• Long 24 month shelf life* 

• Low odour level (Low VOC) 

• Highly visible red colouration for easy on-site inspection 

• Long gel/working time 

• Non-sag ideal for overhead application 

• Excellent performance in hammer and diamond core drilled holes 

*from date of manufacture 

Approvals 

The following ETA assessment reports can be used to design anchors in accordance with SA TS 101:2015 

which is referenced in the National Construction Code (NCC) 2016: 

• ETA-08/0376 ETAG 001-5 Option 1 - Threaded rod (M8-M30), internal threaded sleeve (M8-M20) & 

reinforcing bar (Ø8-Ø32) - cracked & uncracked concrete 

• ETA-11/0352 ETAG 001-5 Option 7 - Diamond core holes (Uncracked concrete) 

• ETA-12/0541 ETAG 001-5 TR023 - Post installed rebar connection 

• ESR-2583 ICC-ES - Threaded rod (Cracked & uncracked concrete) 

• F120 Fire Resistance report 

• F240 Fire Resistance report (Rebar Connections) 

• Seismic Loading approval (C1: M12-M30 & rebar Ø12-Ø32. C2: M12-M16) 

• AS/NZS 4020:2005 Drinking water applications 

• NSF/ANSI 61 Potable drinking water certification 

• LEED report 

VOC CLASSIFICATION 

FIRE RATED 

APPROVED BASE MATERIAL LOADING CONDITIONS HOLE CONDITIONS 

Uncracked 

Concrete 

Cracked Concrete Solid Brick Hollow Brick Static Load Quasi-Static Load Seismic Moderate Wind High Wind 

Dry Hole/ Wet 

Concrete 

Flooded Holes Core Drillled 

Description Box Qty Carton Qty Part No. 

385ml Cartridge + 2 Mixing Nozzles 2 10 PURE150PRO-385-PWR 

585ml Cartridge + 2 Mixing Nozzles 2 10 PURE150PRO-585-PWR 

Please refer to the relevant ETA / ICC-ES report for complete information before selection, design and use to check suitability of the product. 

PURE150-PRO Technical Data Sheet. Last Modified September, 2017 3

Ultimate Limit State Design 

Concrete Temperature Range: 40 0 C/24 0 C (Maximum long term 24 0 C and Maximum short term 40 0 C). 

Concrete Thickness = 1xh min 

where h min 

as per ETA. Hole condition: Dry/wet, non-flooded hole. 

Drilling method: HAMMER DRILLED HOLES ONLY (Refer to PDA software for core drilled or flooded holes). 

Edge Distance: No concrete edge distance effect considered.(i.e. edge distance > maximum (10 X h eff 

& 60 X d) in all directions). 

Spacing between anchors: The values are for single anchors installed well away from concrete edges and other anchors. No spacing effects considered. 

UNCRACKED CONCRETE 

Single Anchor Load Capacities (kN) for Threaded Rod (static or quasi-static loads) 

Anchor 

Size 

(mm) 

Hole 

Size 

(mm) 

8 10 

10 12 

12 14 

16 18 

20 24 

24 28 

30 35 

Depth 

h eff 

(mm) 

Concrete 

Thickness 

h min 

(mm) 

Class 5.8 Threaded Rod Class 8.8 Threaded Rod A4-50 Stainless Steel 

Tension Load (Concrete) Shear 

Load 

(Steel) 


Load 

(Steel) 


Load 

(Steel) 

20MPa 32MPa 40MPa 50MPa 20MPa 32MPa 40MPa 50MPa 20MPa 32MPa 40MPa 50MPa 

60 100 

12.6 13.2 13.6 13.8 

80 110 12.2 7.3 16.8 17.6 18.1 18.4 11.7 6.4 3.8 

120 150 19.5 

60 100 13.0 16.5 17.0 17.3 

13.0 16.5 17.0 17.3 

90 120 

11.6 23.6 24.7 25.4 25.9 18.6 10.2 6.1 

19.3 


70 100 16.4 20.8 23.2 24.2 

16.4 20.8 23.2 24.2 

110 140 

16.9 32.4 36.2 37.3 38.0 27.0 14.8 8.9 

28.1 

155 185 45.0 

80 116 20.1 25.4 28.4 31.1 

20.1 25.4 28.4 31.1 C-Pryout 20.1 25.4 27.4 

125 161 39.2 49.6 52.2 31.3 39.2 49.6 52.8 53.8 

16.5 

50.1 27.4 

215 251 52.2 83.6 

90 138 20.5 26.0 29.0 31.8 

20.5 26.0 29.0 31.8 C-Pryout 20.5 26.0 29.0 31.8 

170 218 53.3 67.4 71.4 72.7 53.3 67.4 71.4 72.7 

49.0 

25.7 

230 278 

83.9 93.8 96.6 98.4 78.3 42.8 

81.6 

320 368 124.5 130.4 130.6 

100 156 24.0 30.4 34.0 37.3 C-Pryout 24.0 30.4 34.0 37.3 C-Pryout 24.0 30.4 34.0 37.3 

210 266 73.2 92.6 97.7 99.5 

73.2 92.6 97.7 99.5 

250 306 95.1 112.9 116.3 117.5 70.5 95.1 112.9 116.3 118.5 112.8 61.7 

37.0 

400 456 117.5 172.3 180.6 186.1 188.0 

120 190 31.6 40.0 44.7 49.0 C-Pryout 31.6 40.0 44.7 49.0 C-Pryout 31.6 40.0 44.7 49.0 58.9 

270 340 106.7 135.0 150.9 160.0 

106.7 135.0 150.9 160.0 

300 370 125.0 158.1 174.5 177.7 125.0 158.1 174.5 177.7 

112.1 

179.4 98.1 58.9 

450 520 

229.6 254.0 261.7 266.6 

186.9 

550 620 296.2 299.0 

Capacity is limited by steel strength. C-Pryout: Capacity is limited by the shear concrete pry-out 


Ultimate Limit State Design 

CRACKED CONCRETE 

Cracked concrete does not mean concrete having existing / physical cracks. 

The condition of concrete (cracked or uncracked) needs to be determined via 

stress analysis by the design engineer. 


Anchor 

Size 

(mm) 

Hole 

Size 

(mm) 

12 14 

16 18 

20 24 

24 28 

30 35 

Depth 

h eff 

(mm) 

Concrete 

Thickness 

h min 

(mm) 



Load 

(Steel) 


Load 

(Steel) 


Load 

(Steel) 


70 100 11.0 11.5 11.9 12.1 

110 140 17.3 18.1 18.7 19.0 17.3 18.1 18.7 19.0 

16.9 

150 180 22.0 23.0 23.8 24.2 22.0 23.0 23.8 24.2 

240 270 28.1 35.2 36.9 38.0 38.7 

80 116 14.3 15.2 15.7 16.0 

125 161 22.7 23.8 24.5 25.0 22.7 23.8 24.5 25.0 

31.3 

250 286 45.4 47.6 49.0 49.9 45.4 47.6 49.0 49.9 

300 336 52.2 54.5 57.1 58.8 59.9 

11.0 11.5 11.9 12.1 C-Pryout 11.0 11.5 11.9 12.1 

27.0 14.8 

14.3 15.2 15.7 16.0 C-Pryout 14.3 15.2 15.7 16.0 

50.1 

22.7 23.8 24.5 25.0 


170 218 30.5 32.0 33.0 33.6 

30.5 32.0 33.0 33.6 

300 348 53.9 56.4 58.2 59.2 49.0 53.9 56.4 58.2 59.2 

350 398 62.8 65.8 67.9 69.1 62.8 65.8 67.9 69.1 

78.3 

27.4 

30.5 32.0 33.0 33.6 


210 266 41.5 43.5 44.8 45.6 

41.5 43.5 44.8 45.6 

300 356 59.2 62.1 64.0 65.2 70.5 59.2 62.1 64.0 65.2 112.8 59.2 61.7 

42.8 

41.5 43.5 44.8 45.6 

450 506 88.9 93.1 96.0 97.7 88.9 93.1 96.0 97.7 61.7 


270 340 66.6 69.8 72.0 73.3 

66.6 69.8 72.0 73.3 

66.6 69.8 72.0 73.3 

350 420 86.4 90.5 93.3 95.0 112.1 86.4 90.5 93.3 95.0 179.4 86.4 90.5 93.3 95.0 

600 670 148.1 155.2 160.0 162.9 148.1 155.2 160.0 162.9 98.1 

8.9 

16.5 

25.7 

37.0 

58.9 


Notes: 

• The above tension load capacities are the minimum values from concrete cone, concrete bond/pullout and steel capacities. 

• The above shear load capacities are the minimum values from concrete cone pryout, concrete pullout pryout, concrete 

edge and steel capacities. 

• C-Pryout: Where indicated capacity is limited by the shear concrete pry-out failure mode. Please use PDA software to 

calculate capacities. 

• Please refer to SATS101 : 2015 for sustained load conditions requirement. The published data may be used when the ratio 

of sustained load to total load acting on the anchor at ultimate limit state is ≤ 0.6. 

• Interpolation is not permitted. Please use PDA software to calculate capacities for the configurations outside the published 

information. 

• Use of PDA software is recommended to calculate the capacities for multiple anchor configurations and single anchor 

installed close to edge/s of concrete, and / or other anchors. 

Combined Loading: Anchors loaded 

in both tension and shear must satisfy 

the relevant combined load equation. 

Incorporated Strength Reduction Factors for Ultimate Limit State Design Capacities: 

The following strength reduction factors are derived using the information given in SA TS 101:2015 and the 

partial safety factors in the issued ETA (Assessment Report) for static and quasi-static loads. 

Concrete Steel 

≤ M16 > M16 Cl 5.8 Cl 8.8 A4-50 

Tension (Strength Reduction Factor “ ”) 0.56 0.48 0.67 0.67 0.35 

Shear (Strength Reduction Factor “ ”) 0.67 0.67 0.80 0.80 0.42 

PARTIAL SAFETY FACTORS GIVEN FOR DESIGN CAPACITIES IN ETA-08/0376 

M 

Tension (ETA Partial Safety Factor “ ”) 1.80 2.10 1.50 1.50 2.86 

Shear (ETA Partial Safety Factor “ M 

”) 1.50 1.50 1.25 1.25 2.38 


Working Stress Design 

Concrete Temperature Range: 40 0 C/24 0 C (Maximum long term 24 0 C and Maximum short term 40 0 C). 

Concrete Thickness = 1xh min 

where h min 

as per ETA. 

Hole condition: Dry/wet, non-flooded hole. 

Drilling method: HAMMER DRILLED HOLES ONLY (Refer to PDA software for core drilled or flooded holes). 

Edge Distance: No concrete edge distance effect considered.(i.e. edge distance > maximum (10 X h eff 

& 60 X d) in all directions). 

Spacing between anchors: The values are for single anchors installed well away from concrete edges and other anchors. No spacing effects considered. 

UNCRACKED CONCRETE 


Anchor 

Size 

(mm) 

Hole 

Size 

(mm) 

8 10 

10 12 

12 14 

16 18 

20 24 

24 28 

30 35 

Depth 

h eff 

(mm) 

Concrete 

Thickness 

h min 

(mm) 



Load 

(Steel) 


Load 

(Steel) 


Load 

(Steel) 


60 100 

7.5 7.9 8.1 8.3 

80 110 7.3 3.7 10.1 10.5 10.9 11.1 5.9 5.2 2.6 


60 100 7.8 9.9 10.2 10.4 

7.8 9.9 10.2 10.4 

7.8 8.3 

90 120 

5.8 14.1 14.8 15.3 15.6 9.3 

4.1 

11.6 

8.3 


70 100 9.9 12.5 13.9 14.5 

9.9 12.5 13.9 14.5 

9.9 12.0 

110 140 

8.4 19.4 21.7 22.4 22.8 13.5 

6.0 

16.9 

12.0 

155 185 27.0 

80 116 12.0 15.2 17.0 18.7 

12.0 15.2 17.0 18.7 C-Pryout 12.0 15.2 17.0 18.7 

125 161 23.5 29.8 31.3 15.7 23.5 29.8 31.7 32.3 

11.2 

25.1 22.4 

215 251 31.3 50.1 

90 138 14.4 18.2 20.3 22.3 

14.4 18.2 20.3 22.3 C-Pryout 14.4 18.2 20.3 22.3 

170 230 320 218 37.3 47.2 49.0 37.3 47.2 50.0 50.9 

24.5 

17.5 

278 

58.7 65.6 67.6 68.9 39.2 35.0 

49.0 

368 78.3 


210 266 51.2 64.8 68.4 69.7 

51.2 64.8 68.4 69.7 

250 306 66.5 70.5 35.3 66.5 79.0 81.4 82.9 56.4 50.4 

25.2 

400 456 70.5 112.8 


270 340 74.7 94.5 105.6 112.0 

74.7 94.5 105.6 112.0 

74.7 80.1 

40.0 

300 370 87.5 110.6 112.1 56.1 87.5 110.6 122.1 124.4 89.7 

80.1 

450 520 112.1 160.7 177.8 179.4 



Working Stress Design 

CRACKED CONCRETE 

Cracked concrete does not mean concrete having existing / physical cracks. 

The condition of concrete (cracked or uncracked) needs to be determined via 

stress analysis by the design engineer. 


Anchor 

Size 

(mm) 

Hole 

Size 

(mm) 

12 14 

16 18 

20 24 

24 28 

30 35 

Depth 

h eff 

(mm) 

Concrete 

Thickness 

h min 

(mm) 



Load 

(Steel) 


Load 

(Steel) 


Load 

(Steel) 


70 100 6.6 6.9 7.1 7.3 

6.6 6.9 7.1 7.3 C-Pryout 6.6 6.9 7.1 7.3 

110 140 10.4 10.9 11.2 11.4 10.4 10.9 11.2 11.4 

10.4 10.9 11.2 11.4 

8.4 

6.0 

150 180 13.2 13.8 14.3 14.5 13.2 13.8 14.3 14.5 13.5 

12.0 

240 270 16.9 21.1 22.1 22.8 23.2 

80 116 8.6 9.1 9.4 9.6 

8.6 9.1 9.4 9.6 C-Pryout 8.6 9.1 9.4 9.6 

125 161 13.6 14.3 14.7 15.0 13.6 14.3 14.7 15.0 

13.6 14.3 14.7 15.0 

15.7 

11.2 

250 286 27.2 28.5 29.4 29.9 27.2 28.5 29.4 29.9 25.1 

22.4 

300 336 31.3 32.7 34.2 35.3 35.9 


170 218 21.4 22.4 23.1 23.5 

21.4 22.4 23.1 23.5 

21.4 22.4 23.1 23.5 

17.5 

300 348 37.7 39.5 40.7 41.5 24.5 37.7 39.5 40.7 41.5 39.2 

35.0 

350 398 44.0 46.1 47.5 48.4 44.0 46.1 47.5 48.4 

100 156 12.0 14.5 14.9 15.2 C-Pryout 12.0 14.5 14.9 15.2 C-Pryout 12.0 14.5 14.9 15.2 C-Pryout 

210 266 29.0 30.4 31.4 31.9 

29.0 30.4 31.4 31.9 

29.0 30.4 31.4 31.9 

300 356 41.5 43.5 44.8 45.6 35.3 41.5 43.5 44.8 45.6 56.4 41.5 43.5 44.8 45.6 25.2 

450 506 62.2 65.2 67.2 68.4 62.2 65.2 67.2 68.4 50.4 

120 190 15.8 20.0 22.3 22.8 C-Pryout 15.8 20.0 22.3 22.8 C-Pryout 15.8 20.0 22.3 22.8 C-Pryout 

270 340 46.7 48.9 50.4 51.3 

46.7 48.9 50.4 51.3 

46.7 48.9 50.4 51.3 

350 420 60.5 63.4 65.3 66.5 56.1 60.5 63.4 65.3 66.5 89.7 60.5 63.4 65.3 66.5 40.0 

600 670 103.7 108.6 112.0 112.1 103.7 108.6 112.0 114.0 80.1 


Notes: 

• The above tension load capacities are the minimum values from concrete cone, concrete bond/pullout and steel capacities. 

• The above shear load capacities are the minimum values from concrete cone pryout, concrete pullout pryout, concrete edge and steel capacities. 

• C-Pryout: Where indicated capacity is limited by the shear concrete pry-out failure mode. Please use PDA software to calculate capacities. 

• Please refer to SATS101 : 2015 for sustained load conditions requirement. The published data may be used when the ratio of sustained load to total load 

acting on the anchor at ultimate limit state is ≤ 0.6. 

• Interpolation is not permitted. Please use PDA software to calculate capacities for the configurations outside the published information. 

• Use of PDA software is recommended to calculate the capacities for multiple anchor configurations and single anchor installed close to edge/s of concrete, 

and / or other anchors. 

• To determine working load capacities a further suitable safety factor (minimum 1.4 or higher) shall be applied to the limit state design capacities derived 

from the PDA software. 

Combined Loading: Anchors loaded 

in both tension and shear must satisfy 

the relevant combined load equation. 

Incorporated Safety Factors for Working Stress Design Load Capacities: 

The following safety factors are used to derive values in the above table for the working 

stress design capacities for static load conditions 

Steel 

Concrete 

Cl 5.8 Cl 8.8 A4-50 

Tension 3.00 2.50 2.50 3.50 

Shear 3.00 2.50 2.50 3.50 


Material Properties 

The PURE150-PRO Epoxy is a two component reaction resin mortar based on Pure Epoxy. It has better resistance to moisture and better 

chemical resistance. The properties listed below apply to the PURE150-PRO Epoxy Injection Adhesive. 

Property Test Method Value 

Mixed Colour 

Red 

Mixing Ratio 3:1 

Viscosity (A-component) ASTM D 2556 16600 mPas 

Viscosity (B-component) ASTM D 2556 16400mPas 

Consistency 

Smooth, Non-Sag Paste 

Shelf life 

24 Months 

Working Time @ 20°C 

30 min 

Loading Time @ 20°C in dry concrete 

10 hours 

Minimum Substrate Temperature 5°C 

Temperature Stability 72°C 

UV Resistance Pass 

Watertightness DIN EN 12390-8 Pass 

pH-value >12 

Shore D Hardness ISO 7619 85 

Compressive Strength EN 196 Teil1 120 N / mm 2 

Flexural Strength EN 196 Teil1 42 N / mm 2 

Electrical Resistance IEC 93 1.2 X 1012 Ωm 

Thermal Conductivity IEC 60093 0.47 W / m.K 

Density 1.41 kg / dm 3 

E modulus EN 196 Teil1 10800 N / mm 2 

Shrinkage < 0.02% 

Storage Cold & dark place +5° to 25°C 

PURE150-PRO guns out red for 

easy on-site inspection 

Setting Time 

The setting times listed for the PURE150-PRO epoxy vary according to the volume of epoxy used and the base material temperature. 

The working time is the maximum time during which the epoxy can be dispensed before it begins to set. The minimum curing time 

is the time required for the epoxy to reach its published physical properties. 

Base Material Temp (°C) Max Working Time (minutes) Minimum Curing Time (hours)* 

≥ + 5°C 120 50 

≥ + 10°C 90 30 

≥ + 20°C 30 10 

≥ + 30°C 20 6 

≥ + 40°C 12 4 

*NOTE: Curing time is for dry concrete. Curing time must be doubled for wet concrete. 

Quality Control Procedures 

PURE150-PRO Epoxy Injection Adhesive is packaged individually. Each cartridge contains an expiry date which provides traceability 

of the components back to the original manufacturing batch. Every batch of material is subjected to extensive physical and chemical 

property testing during manufacture. Each combination of base resin and hardener material batches is tested as an installed anchor 

to ensure that the proper bond strength is developed. These procedures ensure consistent, top-quality performance to the specifier 

and the installer of the PURE150-PRO Epoxy Injection Adhesive. 

OH&S 

Safety Data Sheets are available on request (Ref. Chemwatch 18-3723 and 18-3724) or can be downloaded from 

www.powers.com.au 

8 


Resistance to Chemicals 

Chemical Agent Concentration Resistant Not Resistant 

Acetic acid 40 X 

Laitance 

 

Acetone 10 X 

Ammonia, aqueous solution 5 

Aniline 100 X 

Beer 100 

Chlorine All 

 

 

Benzol 100 X 

Boric Acid, aqueous solution 

 

Calcium carbonate, suspended in water All 

Calcium chloride, suspended in water 

 

Calcium hydroxide, suspended in water 

 

Carbon tetrachloride 100 

Caustic soda solution 40 

Citric acid All 

Chlorine water, swimming pool All 

Diesel oil 100 

Ethyl alcohol, aqueous solution 50 X 

Formic acid 100 X 

Formaldehyde, aqueous solution 30 

Freon 

 

Fuel Oil 

 

Gasoline (premium grade) 100 

Glycol (Ethylene glycol) 

 

Hydrochloric acid (Muriatic Acid) Conc. X 

Hydrogen peroxide 30 X 

Isopropyi alcohol 100 X 

Lactic acid All X 

Linseed oil 100 

Lubricating oil 100 

Magnesium chloride, aqueous solution All 

Methanol 100 

Motor oil (SAE 20 W-50) 100 

Nitric acid 10 X 

Oleic acid 100 

Perchloroethylene 100 

Petroleum 100 

Phenol, aqueous solution 8 X 

Phosphoric acid 85 

Phosphoric acid 10 

Potash lye (Potassium hydroxide, 10% and 40% solution) 

 

Potassium carbonate, aqueous solution All 

Potassium chlorite, aqueous solution All 

Potassium nitrate, aqueous solution All 

Sea water, salty All 

Sodium carbonate All 

Sodium Chloride, aqueous solution All 

Sodium phosphate, aqueous solution All 

Sodium silicate All 

Sulfuric acid 30 X 

Tartaric acid All 

Tetrachloroethylene 100 

Toluene 

Trichloroethylene 100 X 

Turpentine 100 

NOTE: Results shown on this table are applicable to brief periods of chemical contact with fully cured adhesive (e.g. temporary contact with adhesive during a spill). 

PURE150-PRO Technical Data Sheet. Last Modified September, 2017 9 

X

Installation information 

Installation data - threaded rod 

T max 

Notation 

Unit 

Pure150-PRO - Threaded rod 

M8 M10 M12 M16 M20 M24 M27 M30 

S w 

Anchor diameter d [mm] 8 10 12 16 20 24 27 30 

d f 

Nominal drill bit diameter d 0 

= [mm] 10 12 14 18 24 28 32 35 

Diameter of hole clearance in fixture d f 

≤ [mm] 9 12 14 18 22 26 30 33 

Diameter of steel brush d b 

≥ [mm] 12 14 16 20 26 30 34 37 

h min 

h 1 

h ef 

Min embedment & drill hole depth h ef,min 

[mm] 60 60 70 80 90 96 108 120 

Max embedment & drill hole depth h ef,max 

[mm] 160 200 240 320 400 480 540 600 

Minimum member thickness h min 

[mm] h ef 

+ 30mm ≥ 100mm h ef 

+ 2 x d 0 

Minimum spacing s min 

[mm] 40 50 60 80 100 120 135 150 

d 0 

Minimum edge distance c min 

[mm] 40 50 60 80 100 120 135 150 

Thickness of fixture t fix 

[mm] 0 mm ≤ t fix 

≤ 1500mm 

Maximum torque T max 

[Nm] 10 20 40 80 120 160 180 200 

Torque wrench socket size S w 

[mm] 13 17 19 24 30 36 41 46 

Installation data - internal threaded sleeve 

T max 

Notation 

Unit 

Pure150-PRO - Internal threaded sleeve 

M8 M10 M12 M16 M20 

S w 

External diameter of sleeve d [mm] 12 16 20 24 30 

t fix 

d f 


= [mm] 14 18 24 28 35 

Diameter of hole clearance in fixture d f 

≤ [mm] 9 12 14 18 22 


≥ [mm] 16 20 26 30 37 

t fix 

h 1 

h ef 

h min 

h 1 

h ef 

Embedment and drill hole depth h ef 

[mm] 80 90 110 150 200 


[mm] 110 130 160 210 270 


[mm] 60 80 100 120 150 


[mm] 60 80 100 120 150 

d 0 

Screw diameter d 1 

[mm] 8 10 12 16 20 

Minimum length of screw l 1,min 

[mm] 8 10 12 16 20 

Maximum length of screw l 1,max 

[mm] 35 45 55 75 85 

Maximum torque T max 

[Nm] 10 20 40 80 120 

Recommended Torque wrench socket size S w 

[mm] 13 17 19 24 30 

Installation data – reinforcement bar 

Notation Unit 

Ø8 

Pure150-PRO - Reinforcement bar 

Ø10 Ø12 Ø14 Ø16 Ø20 Ø24 Ø28 Ø32 

Nominal diameter of rebar d [mm] 8 10 12 14 16 20 24 28 32 


= [mm] 12 14 16 18 20 24 28 35 37 


≥ [mm] 14 16 18 20 22 27 34 37 40 

Min embedment and drill hole depth h ef,min 

[mm] 60 60 70 75 80 90 96 112 128 

Max embedment and drill hole depth h ef,max 

[mm] 160 200 240 280 320 400 480 560 640 


[mm] 

h ef 

+ 30 mm 

≥ 100mm 

h ef 

+ 2 x d 0 

d 0 


[mm] 40 50 60 70 80 100 120 140 160 


[mm] 40 50 60 70 80 100 120 140 160 

10 


Installation Instructions 

Hammer Drilled Hole in Solid Concrete 

1 Using the proper drill bit size, drill a hole into the base material to the required depth. 

2 Blow the hole clean using a hand pump (suitable for maximum 20mm dia. hole) or compressed 

air 2 - 2 times minimum. 

3 Brush the hole with the proper wire brush - 2 times minimum. 


air 2 - 2 times minimum 3 . 

5 Squeeze out separately and discard a minimum of 10cm until the mortar is uniformly mixed and 

shows consistent colour. Starting from the rear of the hole, fill the hole up to approximately 2/3 

with uniformly mixed adhesive. 

6 Push the threaded rod / rebar into the hole while turning slightly to ensure positive distribution 

of the adhesive. Be sure that the rod / rebar is seated at the bottom of the hole and that some 

adhesive has flowed from the top of the hole. 

7 Allow the adhesive to cure for the time specified for the actual concrete temperature. Do not 

disturb or load the anchor until the adhesive has fully cured. Follow the longer curing time for 

wet concrete. 

1 2 3 4 5 6 7 

e.g. 

20˚C 

Deep Embedment 

Installation (Ground / 

Overhead / Horizontal) 

i Use a compressed air 

extension gun to blow 

debris from the hole. 4 

2X 

2X 

2X 

10 hr 

Core-Drilled Hole in Solid Concrete 

1 Using the proper core bit size, drill a hole into the base material to the required depth. 

2 Rinse the hole until water runs clear. 


4 Rinse the hole until water runs clear. 


air 2 - 2 times minimum. 



air 2 - 2 times minimum 3 . 

8 Squeeze out separately and discard a minimum of 10cm until the mortar is uniformly mixed and 

shows consistent colour. Starting from the rear of the hole, fill the hole up to approximately 2/3 

with uniformly mixed adhesive. 

9 Push the threaded rod / rebar into the hole while turning slightly to ensure positive distribution 

of the adhesive. Be sure that the rod / rebar is seated at the bottom of the hole and that some 

adhesive has flowed from the top of the hole. 

10 Allow the adhesive to cure for the time specified for the actual concrete temperature (in dry 

concrete). Do not disturb or load the anchor until the adhesive has fully cured. Follow the longer 

curing time for wet concrete. 

1 2 3 4 5 

SDS Plus 

Brush 

Adaptor 

ii Extend the reach of 

the brush by using a 

Powers 300mm SDS 

brush adaptor. 

Nozzle 

6 7 8 9 10 

2X 

2X 

2X 

e.g. 

20˚C 

10 hr 

2X 

Extension 

Piston 

Plug 

iii Attach the plastic 

extension tube and 

correct size piston 

plug to the mixing 

nozzle. The Powers 

Battery Dispensing 

Tool is recommended 

for deep embedment 

applications. 


Overhead Installation - Hammer Drilled Hole in Solid Concrete 

1 Using the proper drill bit size, drill a hole into the base material to the required depth. 

2 Blow the hole clean using a hand pump or compressed air 2 - 2 times minimum. 


4 Blow the hole clean using a hand pump or compressed air 2 - 2 times minimum 3 . 

5 (a) Small Holes: Squeeze out separately and discard a minimum of 10cm until the mortar is uniformly mixed and shows consistent 

colour. Starting from the rear of the hole, fill the hole up to approximately 2/3 with uniformly mixed adhesive. or 

(b) Overhead/Horizontal Holes: Attach the plastic extension tube and correct size piston plug to the mixing nozzle. Squeeze 

out separately and discard a minimum of 10cm until the mortar is uniformly mixed and shows consistent colour. Starting from 

the rear of the hole, fill the hole up to approximately 2/3 with uniformly mixed adhesive. 

6 Assemble the correct size retaining cap onto threaded rod at desired position, ensuring accurate embedment depth is achieved. 

7 Push the threaded rod into the hole while turning slightly to ensure positive distribution of the adhesive. Be sure that the rod 

is seated at the bottom of the hole and that some adhesive has flowed from the top of the hole. Ensure the retaining cap 

is wedged in the hole to support the threaded rod during curing time. If additional support is required, or the retaining cap 

does not fit, commercially available plastic wedges should be used as a secondary support system to provide further stability. 

A wedge should be positioned on either side of the threaded rod / rebar to ensure it is stable and centered in the hole. There 

should be no movement or slippage during curing time. Extra measures should be used to support heavier / longer lengths 

of reinforcing bar / rod to avoid any movement during curing time. Ensure the rebar/threaded rod is free of dirt, grease, oil or 

other foreign material. 

8 Allow the adhesive to cure for the time specified for the actual concrete temperature (in dry concrete). Do not disturb or load 

the anchor until the adhesive has fully cured. Follow the longer curing time for wet concrete. 

1 2 3 4 5 (a) 5 (b) 

2X 

2X 

2X 

Piston 

Plug 

Extension 

Tube 

6 7 8 

Nozzle 

Retaining 

Cap 

Retaining 

Cap 

Wedges 

e.g. 

20˚C 

10 hr 

Notes: 

1. Always refer to the product assessment reports and approvals (e.g. ETA) for detailed information including the design criteria 

2. Always use appropriate filters to prevent oil from the compressed air unit contaminating the drilled hole. The compressed air 

shall be free from oil. 

3. Holes may be dry or damp, but should be free of standing water or frost. 

4. An industrial wet/dry vacuum shall be used in combination with compressed air to extract debris and water from deeper holes 

in step 5 and 7 for core-drilled holes. For deeper depths an industrial vacuum shall be used to help clean the dust/debris from 

the holes in steps 2 and 4 for hammer-drilled holes. A proper size hose of vacuum shall be inserted to the bottom of the hole 

for removal of debris/water. 

5. When a longer extension tube is attached to the cartridge for injecting into deeper holes, the cartridge and its contents are required 

to be pre-warmed / conditioned to higher temperatures (e.g. 25-30ºC) just before injecting especially in cold conditions. 

The cartridges shall be stored within the storage conditions but only conditioned to higher temperatures just before injecting. 

12 


Dispensers 

Manual Dispensing Tools 

CG PRO-4 Manual Injection Tool is ideal for those who use the entire POWERS 

adhesive range. Designed with a pump style drive mechanism which has a high pump 

ratio to provide fast dispensing. The base unit is a unique design which allows for the 

dispensing of different cartridge and component ratios. The CG PRO-4 will dispense 

the 385 & 585ml (3:1) cartridge, as well as 300, 380 & 420ml (10:1) cartridges. 

CG PRO Manual Injection Tool like the CG PRO-4, is designed for use with all Powers 

adhesives, however is suitable for low to medium volume users. Designed with a 

high-ratio pump style drive mechanism to provide fast dispensing. The base unit and 

handle assembly are manufactured from precision steel casting for long life. A specially 

designed wear compensation mechanism ensures consistent pumping over the life of 

the tool. 

CG585 Manual Injection Tool is designed with a pump style drive mechanism which 

has a high pump ratio to provide fast dispensing. The base unit and handle assembly 

are manufactured from a precision steel casting for long life. A specially designed 

wear compensation mechanism ensures consistent pumping over the life of the tool. 

Suitable for use with both 385 & 585ml (3:1) coaxial cartridge. 

Pneumatic Dispensing Tool 

CGPN Pneumatic Injection Tool is designed for large jobs. The main cylinder is formed 

using top quality aluminum to provide a lightweight, durable tool. The dispensing 

trigger is designed to provide instant pressure relief from the cartridge to reduce 

waste. Suitable for use with both 385 & 585ml (3:1) coaxial cartridge. 

Maximum Operating Pressure: 110 psi 

Normal Operating Range: 80 to 100 psi 

Maximum Free Air Required: 1 CFM based on average use 

Battery Dispensing Tool 

CGB Battery Injection Tool works on 

Lithium-Ion technology providing longlasting 

consistent performance. It features 

a reinforced steel sheet cradle and a trigger 

system which provides instant pressure relief 

for the cartridge to reduce waste. Suitable 

for use with both 385 & 585ml (3:1) coaxial 

cartridge. 

Charge Time: 60 minutes 

Drive System: 5000N (500kg) 

Extrusion Rate: 120 to 240 ml/m 

Description Cartridge Box Qty Carton Qty Part No. 

Manual Dispensing Tool 385 & 585ml 1 10 CG585-PWR 

Manual Dispensing Tool all POWERS Adhesives 1 10 CGPRO-PWR 

Manual Dispensing Tool all POWERS Adhesives 1 10 CGPRO-4-PWR 

Pneumatic Dispensing Tool 385ml 1 10 CGPN385-PWR 

Pneumatic Dispensing Tool 585ml 1 10 CGPN585-PWR 

Battery Dispensing Tool ( 2 x Batteries) 385 & 585ml 1 10 CGB-585-PWR 

Replacement Battery Li-Ion 10.8V 1.5Ah 1 N/A CGB-10.8V-PWR 


Threaded Rod 

POWERS supplies a range of adhesive anchor studs for use based on standard embedment depth applications. For alternate 

embedment depths, studs should be cut to specified size as per application requirements. Studs are available in stainless steel, 

galvanised steel and zinc plated steel complete with nut and washer. Environmental factors and application factors should be 

considered carefully prior to selecting the correct stud. 

Flat Cut Stud 

• Suitable for use with any adhesive injection system. 

• Depth set mark for standard embedment depth 

ZINC 

GAL 

Size Drill Dia Embed Depth Fixture Thickness Box Qty Carton Qty Part No. Part No. 

8 x 110mm 10 80 17 10 200 FCS8110-PWR FCSG8110-PWR 






Chisel Point Stud 

• Suitable for use with Powers SC-PRO capsules or any adhesive 

injection system. 

• Depth set mark for accurate embedment depth. 

• External hex for stability when driving the stud in glass 

Size Drill Dia Embed 

Depth 

Fixture 

Thickness 

Box 

Qty 

ZINC 

GAL 

STAINLESS 

Carton Qty Part No. Part No. Part No. 

8 x 110mm 10 80 15 10 200 STM8110-PWR STM8110G-PWR STM8110SS-PWR 






Internally Threaded Sleeve 

Internally threaded sleeves for use in cracked and un-cracked concrete to provide a 

female anchorage allowing the use of standard metric fasteners. ETA Approvals apply 

when used with Powers PURE150PRO in concrete. 

ZINC CLEAR 

STAINLESS 

Size Drill Dia Embed Depth Thread Dia Thread Depth Box Qty Carton Qty Part No. Part No. 

M8 14 80 M8 35 10 100 ITS-M8-PWR ITS-SS-M8-PWR 



M16 28 150 M16 75 5 20 ITS-M16-PWR ITS-SS-M16-PWR 


14 


Accessories 

Mixing Nozzle 

To ensure complete and proper mixing of the epoxy components, the PURE150-PRO system uses a static mixing nozzle. This reduces 

the possibility of mixing errors which are common with hand mixed pourable grout materials. 

Each nozzle contains a series of static mixing elements. As the epoxy components are pumped through the nozzle, they are 

progressively divided and recombined by the mixing elements to ensure precise automatic mixing. 


Pure Epoxy Mixing Nozzle & Extension 1 N/A PFPN-PWR 

Mixing Nozzle Extensions (200mm) 10 N/A MNEXT-PWR 

Mixing Nozzle Extensions (1000mm) 10 N/A AEXTN-PWR 

Hole Cleaning 

Blow Pump 

For dust extraction (up to 20mm hole sizes) 

SDS Plus Wire Brush 

For machine cleaning 

Description 

Drilled 

Hole Ø 

Brush 

Size 

Thread 

Width 

Box Qty Carton Qty Part No. 

Standard Steel Brush 18 20 M6 1 N/A AWBM16-PWR 

Standard Steel Brush 20 22 M6 1 N/A AWBR16-PWR 

Standard Steel Brush 24 26 M6 1 N/A AWBM20M24-PWR 



Standard Steel Brush - SDS Plus Extension 300mm M6 1 N/A AWBEXT-PWR 

Standard Steel Brush - SDS Plus Adaptor M6 1 N/A AWBSDSPLUS-PWR 

Blow Pump - Industrial 1 N/A BLOWPUMP-PWR 

Piston Plugs – For Deep Hole Anchoring 


Adhesive Piston Plug - 18mm Hole 10 N/A APP18-PWR 






Threaded Rod Retaining Cap 

(For overhead and horizontal installation) 

Size Drill Dia Stud Dia Box Qty Carton Qty Part No. 

8 10 8 10 N/A RC8-PWR 

10 12 10 10 N/A RC10-PWR 

12 14 12 10 N/A RC12-PWR 

16 18 16 10 N/A RC16-PWR 

20 24 20 10 N/A RC20-PWR 


Powers Design Assist 

Real-Time Anchor Design Software. 

This pioneering software has become the industry standard. It contains data on Powers anchoring systems and makes anchor design 

to both ETAG and ACI requirements effortless. Its easy-to-use tab structure, real-time 3D graphics and dynamic results make anchor 

design simple, safe and economical. 

• Fully featured and easy to use interface 

• Easy 5 step anchor design with 3D modelling of fastening 

• Professional specification of Powers fastenings to ETA guidelines 

• Customised anchor design facility 

KEEP PACE WITH CHANGING CONSTRUCTION ENVIRONMENTS 

WITH POWERS DESIGN ASSIST. 

www.powersdesignassist.com 

Locations 

Australia 

VIC (Head Office) 

Level 2, 810 Whitehorse Road, 

Box Hill, Victoria, 3128 

Tel: (03) 8669 5200 

Fax: (03) 8401 3501 

Email: info@powers.com.au 

NSW 

11 Smeaton Grange Road 

Smeaton Grange NSW 2567 

T: (02) 4634 7600 

F: (02) 4648 3139 

E: info@powers.com.au 

QLD 

58 Link Drive 

Yatala QLD 4207 

T: (07) 3441 9300 

F: (07) 3441 9399 


New Zealand 

39 Business Parade North, Highbrook, 

East Tamaki Heights, Auckland, 2013 

PO Box 12-135, Penrose, Auckland, 1642 

T: 0800 3392 58 

F: 0800 2782 6539 

E: nzsales@sbdinc.com 

SA 

5 Stirling Street 

Thebarton SA 5031 

T: (08) 8161 3000 

F: (08) 8443 6565 


WA 

49A Mercantile Way 

Malaga WA 6090 

T: (08) 6102 1610 

F: (08) 9303 4477 


NT 

1/14 Menmuir Street 

Winnellie NT 0820 

T: (08) 8947 5097 

F: (08) 8947 5124 


DISCLAIMER FOR RECOMMENDATIONS, INFORMATION AND USE OF DATA: 

The recommendations, information and data contained in this manual are put together with the greatest care and accuracy possible. It is based on principles, equations and safety factors set out in the technical documentation of Stanley 

Black & Decker that are believed to be correct and current as of 11/09/17. The information and data is subject to change after such date as Stanley Black & Decker reserves the right to change the designs, materials and specifications of the 

products in this manual without notice. It is the responsibility of the design professional to ensure that a suitable product is selected, properly designed and used in the intended application. This includes that the selected product and its 

use is compliant with the applicable building codes and other legal requirements and will satisfy durability and performance criteria and margins of safety which they determine are applicable. The products must be used, handled, applied 

and installed strictly in accordance with all current instructions for use published by Stanley Black & Decker. The performance data given in this manual are the result of the evaluation of tests conducted under laboratory conditions. It is 

the responsibility of the designer and installer in charge to consider the conditions on site and to ensure the performance data given in the manual is applicable to the actual conditions. In particular the base material and environmental 

conditions have to be checked prior to installation. In case of doubt, contact the technical support of Stanley Black & Decker. 

LIMITATION OF LIABILITY 

Stanley Black & Decker offers a limited product warranty to customers or end users that the product meets its applicable specifications. Except for the express warranty in the immediately preceding sentence, Stanley Black & Decker grants 

no other warranties, express or implied, regarding the products, their fitness for any purpose, their quality, their merchantability or otherwise. Further, Stanley Black & Decker shall have no liability with respect to changes in the design, 

materials and specifications in the products presented in this manual, nor with respect to any product which has been modified or installed improperly, regardless of any specific instructions to the installer. The responsible designer and 

installer shall indemnify, defend, and hold harmless Stanley Black & Decker for any and all claimed loss or damage occasioned, in a whole or in part, by the modified products or deviation in product installation procedures. 

LIMITATION OF DAMAGES 

Stanley Black & Decker or its affiliates or their respective officers, members, managers, directors, representatives, agents or employees are not obligated for direct, indirect, incidental or consequential damages, losses or expenses in 

connection with, or by reason of, the use of, or inability to use the products for any purpose. Implied warranties of merchantability or fitness for a particular purpose are specifically excluded. Last Modified September, 2017 

www.powers.com.au

PurePro 150 Technical Data Sheet

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