AB500 - Concrete Anchor Epoxy

AnchorBond500 concrete anchoring epoxy is primarily used for the post-installation of anchor bolts. It features an
epoxy agent with strong adhesive properties for bonding and securing loads to concrete by using rebar, bolts, rods,
and dowels. This epoxy solution offers exceptionally high and ultimate bonding strength. It is the ideal choice for
heavy loads, vibration resistance, and harsh environmental conditions.

Advantages and Benefits Application Range

 Performance equivalent to top leading  Installation and fixing of steel bars and
brands for injectable epoxy bolts in concrete structure
 High Performance / High strength / Strong  Anchoring structural connection for
Cohesion / Good Toughness slab,columns, beams, and other steel
products
 Excellent thixotrophy - Can be used for
side and overhead fixings  Fix load using threaded rod to
serve as anchor bolt reinforcement
 Pure modified epoxy resin, no styrene for curtain wall & bracket fixings
 Aging resistance / Thermal and Heat  Building structure reinforcement &
resistance / Moisture resistance framework anchoring
 Acid & alkali resistance / Seismic  Retrofitting solution for structural
resistance, no expansion forces buildings and other structural anchoring
 Stable in humid and damp environment requirements

 Can be used for cracked and uncracked  Fastening solution for various machine
concrete equipments

 Adjustable range of embedment depths  Reinforcement solution for highways,

bridges, water conservancy projects and
 Can be used for anchoring to hollow blocks the likes

Substrate for Anchoring

Approved for use with post-installed threaded rod and rebar connection to cracked
and non-cracked concrete with class C20/25 to C50/60

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Operable Time and Curing Time
Ambient Temperature (°C) -5°C 0°C 15°C ≥25°C
Operable Time (min) 120 60 45 25
Curing Time (h) 72 48 24 12

Installation Guide

Step 1: Hole Drilling - Drill the hole according to the specified diameter and anchoring depth provided in the
technical data sheet to ensure that the anticipated load strength requirements are met..
Step 2: Hole Cleaning - Ensure that the drilled hole is properly cleaned before injecting the chemical adhesive to
avoid compromising the strength of the bond. Use steel brush and EB370 Industrial Blow Out Pump to clean debris
and repeat the cleaning process at least 4 to 5 times.

Step 3: Injecting Chemical Adhesive - EagleBond AB500 Concrete Epoxy features a specialized static mixer and
dispenser. It is advisable to inject approximately 70% or 2/3 of the adhesive volume relative to the hole's depth.

Step 4: Installation - It is recommended to use markers on the steel bar or threaded rod to indicate the appropriate
depth for embedding the anchor. Gently and steadily insert the steel bar or threaded rod in a single direction until it
reaches the bottom of the drilled hole.

Step 5: Curing Time - During curing time, Avoid moving the steel bar or bolt and refrain from applying load.

Step 6: Load installation - For recommended safety load, Please check the Anchoring Load Capacity Chart.

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 Shelf Life Minimum of 24 Months shelf life when stored in unopened containers under proper & dry conditions
Store the items in their original packaging, in a cool environment with temperatures ranging from 5°C to 25°C,
Storage and away from direct sunlight

Package 390ml - 20pcs / carton

Material Specifications
Tensile Strength (ASTM D638) ≥55 MPa ≥7977 psi

Compressive Strength (ASTM D695) ≥82 MPa ≥12,000 psi

Compressive Modulus (ASTM D695) ≥3500 MPa -

Bending Strength ≥50MPa ≥7252 psi

Splitting Strength ≥8.5MPa ≥1233 psi

Elongation at Break (ASTM D638) 1.4% -

Deflection Temperature (ASTM D648) ≥65℃ -

Viscosity of Mixture 18-22Pa•S -

Density after Curing 1.5±0.1g/cm^3 -

Thixotropy Index ≥4.0 -

Chemical Resistance Estimated Fixings Per Epoxy Tube

Concrete admixtures Diameter(mm) Hole Dia(mm) Depth(mm) Fixings(pcs)

Diesel oil M8 10 80 80

Petrol M10 12 90 50

Construction solvents M12 14 110 30

Chemical M16 18 125 20
Concrete form release oil
Substances
Marine environment water M20 24 170 10

Deionized water M24 28 210 6

Salt spray corrosion test M30 34 260 3

M36 40 330 1
Environmental Substances

Concrete drilling mud Note: The accuracy of this estimation chart table is subject to
Alkaline variations based on the specific settings of the drilled hole,
Concrete potash solution anchoring depth, and the uniformity of application.
Solvents Xylene (mixture)

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Settings Guide for Anchor Rod
Diameter dia M8 M10 M12 M16 M20 M24 M30
Hole Diameter do mm 10 12 14 18 24 28 35
Anchoring Depth hef mm 80 90 110 125 170 210 280
Max Torque Tins Nm 10 20 40 60 120 150 300

Minimum Thickness of Concrete hmin mm 110 120 140 160 220 260 350
Minimum Spacing for Bolt Smin mm 40 45 55 65 85 105 140
Minimum Edge Distance Cmin mm 40 45 55 65 85 105 140

Fixture Hole Diameter dr mm 9 12 14 18 22 26 33

Fixture Max Thickness tfix mm 20 25 30 40 55 65 70

Recommended Safety Load & Permissible Load for C20/25 Concrete Class

Non-Cracked Bolt
Grade M8 M10 M12 M16 M20 M24 M30
Concrete
Tension G4.8 kN 10.0 13.5 20.5 32.8 41.0 61.5 82.8
Shear G4.8 kN 7.5 9.0 14.3 27.0 37.6 54.5 78.0

Tension G8.8 kN 10.3 14.2 21.2 34.3 48.5 66.5 87.8

Shear G8.8 kN 10.4 13.3 22.1 42.8 59.4 79.7 101.0

Tension SS304 kN 10.1 13.7 20.9 34.3 46.5 63.5 86.3

Shear SS304 kN 9.6 10.5 15.8 29.3 39.4 58.2 80.0

Cracked Bolt
Grade M8 M10 M12 M16 M20 M24 M30
Concrete
Tension G4.8 kN 6.2 8.2 9.5 11.5 20.3 26.0 36.8
Shear G4.8 kN 5.3 7.8 11.5 19.0 29.0 44.9 72.0

Tension G8.8 kN 6.4 8.5 10.9 12.8 22.8 29.5 37.4

Shear G8.8 kN 8.2 10.9 19.6 35.5 44.0 62.7 91.5

Tension SS304 kN 6.3 8.4 9.8 12.6 21.4 26.3 37.4

Shear SS304 kN 5.4 8.9 11.7 19.2 32.0 45.7 72.5
Note: The Safety Load Estimation typically represents approximately one-half to one-third of the actual Ultimate Strength
*Increasing the diameter and anchoring depth of the drilled hole will proportionately increase the recommended safety load

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 Recommended Safety Load & Permissible Load for Rebar (Grade 60)
Diameter dia M8 M10 M12 M16 M20 M25 M30

Hole 12 12 12 12 14 14 14 14 16 16 16 16 20 20 20 20 25 25 25 25 32 32 32 32 38 38 38 38
Diameter do mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm

Anchor 60 70 95 160 60 90 120 200 70 110 145 240 80 145 195 320 90 180 240 400 100 225 300 500 120 250 340 560
Depth hef mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm
Non
Concrete
Cracked Class M8 (kN) M10 (kN) M12 (kN) M16 (kN) M20 (kN) M25 (kN) M30 (kN)
Concrete

Tension C25 9.0 10.8 14.2 24.0 11.5 16.7 22.5 36.3 15.5 24.5 32.1 52.7 23.4 39.5 55.3 89.3 28.7 61.3 79.8 133.0 33.8 89.9 121.8 202.8 42.5 114.7 150.6 250.4

Shear C25 9.5 23.5 30.5 52.4 12.0 36.2 48.4 78.4 33.9 52.5 69.5 114.7 47.5 86.3 115.4 193.0 59.5 128.9 172.1 285.6 71.0 195.2 262.3 435.8 85.0 242.4 317.8 535.8

Tension C30 9.2 10.8 14.7 24.5 12.0 17.8 22.9 37.0 16.2 24.7 32.9 53.8 23.9 41.5 56.0 90.3 30.2 61.9 80.9 135.8 34.6 91.0 124.1 204.1 44.2 117.7 154.3 258.5

Shear C30 9.7 23.9 31.5 51.4 12.2 36.7 49.2 82.8 35.5 53.5 70.8 116.8 49.9 87.9 117.6 196.6 66.5 133.2 174.3 292.9 75.8 198.8 264 440.7 91.9 248.8 328.7 545.5

Tension C40 9.5 11.1 15.2 24.0 12.4 18.0 23.4 38.1 16.4 25.4 33.6 56.2 24.6 42.9 56.9 93.4 31.4 62.8 85.3 139.6 40.0 94.0 126.8 212.1 49.7 120.0 158.7 264.8

Shear C40 10.2 24.5 32.5 52.9 12.6 37.8 50.3 85.2 36.8 54.7 72.9 120.3 51.8 90.5 121.0 202.5 68.8 135.1 182.5 301.4 87.5 205.6 272.9 455.6 105.0 255.9 339.2 566.3

Tension C50 9.7 11.6 15.6 24.6 12.9 18.5 25.0 41.2 16.8 26.5 34.4 57.4 25.3 44.5 57.8 97.7 33.3 65.6 87.2 144.6 44.2 97.0 128.5 214.8 55.7 125.6 162.5 273.6

Shear C50 10.5 24.9 33.5 55.7 12.8 38.7 52.7 85.5 37.0 55.9 75.4 123.0 53.0 92.7 125.8 209.0 69.9 138.5 186.6 308.3 94.0 208.2 277.9 465.9 115.6 260.5 350.7 587.8

Cracked Concrete
Concrete Class M8 (kN) M10 (kN) M12 (kN) M16 (kN) M20 (kN) M25 (kN) M30 (kN)

Tension C25 - - - - 4.3 6.0 8.3 13.9 5.8 9.2 12.1 20.1 9.2 15.8 21.8 34.8 12.8 25.5 33.5 56.1 17.5 38.3 51.9 83.8 19.8 44.8 60.8 99.9

Shear C25 - - - - 4.4 13.5 18.2 30.2 12.8 18.5 26.0 43.4 18.0 33.7 46.2 76.1 27.5 54.1 72.2 120.4 36.4 82.3 108.6 181.6 43.2 92.6 129.9 215.8

Tension C30 - - - - 4.4 6.3 8.6 14.5 6.1 9.3 12.3 20.5 9.3 16.2 22.0 35.5 12.9 25.7 34.1 57.1 17.8 38.8 52.8 85.4 20.5 45.8 61.9 105.6

Shear C30 - - - - 4.4 13.7 18.3 30.8 12.9 18.9 26.5 44.2 19.2 35.5 47.2 77.6 27.8 55.3 73.6 122.0 37.3 83.8 110.6 185.0 44.7 97.4 132.2 220.7

Tension C40 - - - - 4.5 6.3 8.7 14.8 6.3 9.6 12.7 21.7 9.7 16.8 22.6 36.5 13.5 26.2 35.1 58.8 17.9 40.2 53.4 87.9 21.9 48.0 64.7 106.5

Shear C40 - - - - 4.6 14.1 19.0 32.6 13.5 21.5 27.3 45.5 20.0 36.8 48.7 80.9 28.5 56.8 75.7 126.0 38.5 86.2 113.9 190.4 45.0 100.3 134.1 224.1

Tension C50 - - - - 4.9 6.6 8.9 15.2 6.4 9.6 13.0 21.6 9.9 16.9 23.1 37.4 13.8 27.2 36.3 60.0 18.4 40.8 54.5 89.9 22.4 49.1 65.1 107.9

Shear C50 - - - - 4.9 14.2 19.2 33.4 13.9 21.9 27.9 46.5 20.2 37.9 49.4 83.7 29.3 58.2 77.4 129.5 39.6 88.2 116.4 194.7 46.5 102.6 139.1 231.2

Note: The Safety Load Estimation typically represents approximately one-half to one-third of the actual Ultimate Strength
*1 kilonewton (kN) is approximately equal to 101.97 kilograms (kg)