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Document #

Date:

Suggested specification

ICCONS - RC150 Epoxy Injection AdhesivePart # - RC150 -385 / RC150-585To be installed in accordance with ICCONS technical data sheet.

2002.2

24th Sept. 2013Revision: 2

RC150Epoxy Injection Adhesive

Adhesive

Installation in Solid Base Material

• Clean out hole thoroughly of dust and spoil by repeat blowing and brushing action.

• Unscrew Cap and screw on mixing nozzle supplied and place in suitable applicator tool.

• For new cartridges dispense a bead of adhesive until even

and consistent colour is present to ensure correct mix of adhesive

• Place nozzle to the rear of the hole and pump adhesive whilst slowly withdrawing the nozzle back, avoid creating air pockets and �ll the hole at least half full.

• Push the Rod/Stud or Bar into the adhesive while turning one way slowly until correct embedment depth is reached and some adhesive has �owed to the top of the hole. Always ensure that anchor rods / bars are clean and free from oil, grease and dirt.

• Once installed, do not touch or load the anchor until the adhesive is fully cured. (See appropriate adhesive label for curing times).

• Hole preparation should be to correct diameter and depth.

15cm

• For new cartridges dispense a bead of adhesive until even and consistent colour is present to ensure correct mix of adhesive

• Place nozzle to the rear of the screen tube and pump adhesive whilst slowly withdrawing the nozzle back, avoid creating air pockets �ll the screen tube with adhesive.

• Push the Rod/Stud into the adhesive while turning one way slowly until it is fully seated and some adhesive has �owed to the top of the hole. Always ensure that anchor rods / bars are clean and free from oil, grease and dirt.

• Once installed, do not touch or load the anchor until the adhesive is fully cured. (See appropriate adhesive label for curing times).

• Hole preparation should be to correct diameter and depth.

Solid Base Material

Hollow Base Material

• Push the �lled screen tube into the hole �ush with hollow base material.

15cm

x4 x4 x4

RC150-585

RC150-385

ICCONS PTY LTD13

RC1500756-CPD-0579

ETA-13/0492ETAG 01-05 Option 1

M8-M30 / rebarØ 8 to 32mm

For use in cracked or non cracked concretePotable Water Approval

ICCONS PTY LTD13

RC1500756-CPD-0599

ETA-13/0471ETAG 01-01 TR023Post Installed Rebar

Ø 8 to 25mm

Fire rated

LowVOC

INTRODUCTIONICCONS™ RC150 epoxy injection adhesive is a 2 component extreme strength epoxy resin anchoring system. RC150 is packaged in a durable 3:1 ratio cartridge that can be applied in one single action by one of ICCONS™ manual or pneumatic dispensing tools. RC150 is a solvent free, odourless resin with low VOC and has longer working times compared to vinylester and polyester systems.

RC150 epoxy injection adhesive is designed for anchoring threaded rod, chembolts®, and reinforcing bars into concrete, masonry and solid base materials, it is also suitable for deep embedment and large diameter holes due to its longer working times. Suitable for diamond drilled holes, with rebar, and in areas of high chemical exposure eg.Benefits• Long working times• Diamond drilled holes• High loads possible• Zero shrinkage• High chemical resistance• Low odour• Use with potable water

• Fire approved• Studs and rebar• 24 Month shelf life• A+ Rating VOC content• Highest Durability.• Can be used in Wet holes or Underwater. • Ideal for Rebar Usage.

Approvals• ETA Option 1 for cracked or non-cracked concrete with studs and rebar • ETA Option 1 for post installed rebar• ETA approved in flooded holes, wet and dry concrete• F120 Fire Test report• WRC Water Approval

For installation instructions for hollow materials, deep embedment etc. please refer to "ICCONS Product Guide" at the beginning of the adhesive injection section.

www.iccons.com.auICCONS Pty Ltd, 12 -18 Produce Drive, Dandenong South, Victoria, 3175, Australia

Serious Connections

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Document #

2002.2

RC150Epoxy Injection Adhesive

Performance in Concrete - Reinforcing Bar Limit State Design

Bar Size Drill Dia (mm)

Anchor Design Tension Capacities (Concrete / Bond) (ΦNA) 32MPa concreteBar Development Strength Fsy (kN)

Bar Development Length Lsy.t (mm)

N10 12 27.7 39.9 44.5 39.3 130

N12 15 34.7 49.9 55.7 56.5 150

N16 20 62.5 69.7 102.9 100.5 215

N20 25 75.5 84.2 124.9 145.3 159.9 157.1 275

N24 30 93.7 104.6 155.0 180.2 198.3 226.8 226.2 315

N28 35 109.3 122.0 180.8 210.3 231.3 265.0 310.7 307.9 370

N32 40 199.8 232.3 255.6 292.8 343.9 403.9 402.1 435

N36 44 213.7 248.5 273.4 313.1 367.8 432.4 512.0 508.9 515

N40 50 260.3 286.4 328.0 385.3 453.0 536.9 639.0 628.3 610

Installed Length, Linst (mm) 90 130 145 215 250 275 315 370 435 515 610

Loads in kN for a single anchor in Non-Cracked Concrete with out edge or spacing influences

NOTES: 1. In accordance with AS3600-2009, Anchor Design Tension Capaci-

ties Φ NA incorporate a strength reduction factor Φ=0.6,

2. Bar Development Length based on Grade 500N rebar, in accordance

with AS/NZS 4671:2009

3. ƒ'c=32MPa or greater

4. Minimum spacing between anchors of 8 x Bar Diameter

5. Edge distance (tension) of 6 x Bar Diameter.

6. When rebars are installed as anchors the Base Material Thickness (BMT) must be minimum 150% of anchor embedment.

7. For reinforcing applications, refer to AS3600-2009 for stress development in reinforcement.

Performance in Concrete - Threaded rod Limit State Design

TENSION SHEAR

Threaded Rod Size

Hole Size (mm)

Embed Depth (mm)

Design Capacity Concrete Φ NA (kN)

Design Steel Capacity Design Capacity Concrete Φ VA (kN)

Design Steel Capacity

20MPa 32MPa 40MPa Class 5.8 Φ Ntf (kN)

Class 8.8 Φ Ntf (kN)

(A4 -70) 316 SS

Φ Ntf (kN)

20, 32 & 40 MPa

Class 5.8 Φ Vf (kN)

Class 8.8 Φ Vf (kN)

(A4 -70) 316 SS

Φ Vf (kN)

M8 1050 9.3 11.6 14.5

15.2 23.4 17.2 10.1 9.0 13.9 11.380 15.1 17.1 22.0

M10 1250 11.3 14.6 16.6

24.1 37.1 27.2 13.9 14.3 22.0 17.990 21.5 25.0 30.8

M12 1470 20.5 26.0 29.9

35.1 54.0 39.5 23.8 20.8 32.0 26.0110 32.4 40.9 46.6

M16 1870 23.6 26.9 33.7

65.3 100.5 73.6 37.6 39.0 60.0 48.4125 46.4 57.8 66.8

M20 24

70 22.4 24.7 29.6

101.9 162.7 114.9 62.5 60.9 97.2 75.5170 71.5 98.3 107.4

225 98.7 116.0 135.3

M24 28

110 58.0 67.5 80.0

146.8 234.4 165.6 113.4 87.6 139.9 108.7210 112.5 139.3 159.3

300 173.6 213.1 245.7

M30 35

130 77.6 98.0 113.0

233.4 372.8 263.1 179.5 139.7 223.0 172.8250 149.4 188.5 217.7

360 234.0 295.0 340.7

M36 40

150 102.4 129.1 149.2

339.9 542.4 383.2 209.7 203.9 325.5 251.6280 192.6 243.0 280.5

400 286.2 360.9 416.6

Loads in kN for a single anchor in Non-Cracked Concrete with out edge or spacing influences.

Setting Time Estimated Volume - 385ml (with 10% waste) Estimated Volume - 585ml (with 10% waste)

Temp - Base Material (ºC) 0º 10º 20º 30º 40º Threaded Rod size M8 M10 M12 M16 M20 M24 M30 M36 Threaded Rod size M8 M10 M12 M16 M20 M24 M30 M36

Working Time / Gel Time

3hrs 2hrs 30min 20min 12minNo. anchors /cartridge 92 62 41 26 9 6 3 2 No. anchors /cartridge 138 94 62 39 14 9 4.5 3

Drill hole size (mm) 10 12 14 18 24 28 35 40 Drill hole size 10 12 14 18 24 28 35 40

Curing Time 50hrs 24hrs 10hrs 6hrs 4hrsEmbed depth (mm) 80 90 110 125 170 210 270 330 Embed depth 80 90 110 125 170 210 270 330

Vol. per hole (ml) 3.8 5.6 8.6 13.5 37.8 58.8 115.5 155 Vol. per hole (ml) 3.8 5.6 8.6 13.5 37.8 58.8 115.5 155

• Above tables are meant as a guide, figures are an estimate and have been rounded.

• Full cure is achieved after 24 hours. All specifications are based on use of the correct ICCONS™ mixer nozzle.

• Temperature refer to the base material temperature, not the ambient air temperature.

• Working time / gel time is the maximum time before adhesive begins to set, calculated from time when adhesive if dispensed.

• Cure Time is the minimum time required before the adhesive reaches its published loads.