Were proud to announce that HM500 Epoxy Anchor Adhesive is NOW approved by Texas Department of Transportation as a Type III, Class C Anchoring Adhesive and may be used on all Texas Highway building projects.
Type: HM-500 Volume: 390ml Mix Ratio: 3:1
HM-500 Epoxy Resin Achoring is two-components modified epoxy resin adhesive, with high quality plastic tube, double cartridge package. It’s injected into holes with dispenser gun, by mixing part A and part B evenly, to plant rebars.
Color: Red or Black
Density: 1.5±0.1g/cm³
Packing: 30 cartridges/carton
The colloid is full of elastic reactive spherical body, which improves the strength, toughness, tearing resistance and impact resistance.
Good flexibility, not easy to be broken.
The colloid is full of elastic reactive spherical body, which improves the strength, toughness, tearing resistance and impact resistance.
Good flexibility, not easy to be broken.
Advanced high-speed dual-planetary power mixing equipment, materials dispersed mixed evenly every parts, and has vacuum treatment to avoid bubbles.
The adhesive has more stable performance, longer storage time, with more dense colloid curing, more superior mechanical properties.
Advanced nano material technology multi-dimensional mesh structure, good thixotropy. NO sagging for both side surface or top surface construction
Easy extrusion mixing, faster injection speed, higher construction effiency
The modification of epoxy resin not only keeps the synthetic superiority of collied,
but also shortens the curing time at low temperature.
High thixotropy, high strength, easy extrusion mixing, faster injection speed, higher construction efficiency.
Advanced nano material technology multi-dimensional mesh structure, good thixotropy. NO sagging for both side surface or top surface construction
Quickly and accurately calculate the usage of HM-500 (chemical anchoring epoxy) to save your time.
http://www.horseen.com/calculator/calculator.html
Pull-out testing 100% pass no matter in lab or job site.
300GSM CFRP FABRIC
200GSM CFRP WRAP
DISPENSER GUN
CARBON FIBER ADHESIVE
CARBON FIBER STRIP
GLUE INJECTOR
HM-500 Injactable Anchoring Adhesive
| HM-500 concrete injectable anchoring adhesive performance parameters | |
| Appearance | A(main agent): white paste |
| B(curing agent): red or black paste | |
| Viscosity of mixture | 18～22 Pa·s |
| Density of curing material | 1.50±0.10g/cm3 |
| Mixture ratio (volume ratio) | 3:1 |
| Storage period | 12 months |
| Packageing | 390ml |
| Operable time and curing time | |||||
| Ambient temperature(℃) | -5 | 0 | 10 | 20 | ≥30 |
| Operable time(℃) | 60 | 45 | 30 | 25 | 20 |
| Curing time(h) | 72 | 48 | 24 | 12 | 6 |
| HM-500 concrete injectable anchoring adhesive performance indexes | ||||
| item | index | item | index | |
| Colloidal performance | Splitting tensile strength(MPa) | ≥8.5 | Thixotropic index | ≥4.0 |
| Bending strength(MPa) | ≥50 | Sagging mobility | ≤2.0mm | |
| Compressive strength(MPa) | ≥60 | Distortion temperature | ≥65℃ | |
| Adhesion performance | Steel-steel (steel sleeve) tensile anti-shear strength（MPa） | ≥10 | ||
| Under the constraint drawing condition, ribbed steel bars and C30, φ25, L=150mm（MPa） | ≥11 | |||
| Adhesion strength of concrete C60, φ25, L=125mm（MPa） | ≥17 | |||
| Steel-steel T impact stripping length | ≤25mm | |||
| Non-volatile matter content（solid content）（%） | ≥99 | |||
| Long-term performance | Wet and heat ageing
resistance ability |
Compared with the short-term results at room temperature,
the decrease rate of shear strength: ≤12% |
||
| Heat aging resistance | Compared with the short-term results at same temperature 10min,
the decrease rate of shear strength: ≤5% |
|||
| Freezing and thawing
resistance ability |
Compared with room temperature, short-term results,
the shear strength decrease rate is not greater than 5% |
|||
| Fatigue stress
resistance ability |
After2×106 times continuous sine wave fatigue loads,
specimen does not destroy |
|||
| Resistance to stress
for a long time |
Steel – steel tensile shear specimens does not destroy,
and creep deformation value is less than 0.4 mm |
|||
| Resistance to corrosion medium | Resistance to salt
fog effect |
Compared with the control group, the strength decrease rate: ≤5%,
and shall not have cracks or come unglued |
||
| Alkaline medium
resistance ability |
Compared with the control group, the strength does not decrease,
and as the concrete damage, and shall not have cracks or come unglued |
|||
| Acid medium
resistance ability |
Concrete damage, and shall not have cracks or degumming | |||
The reference table of HM-500 anchor adhesive planting and anchoring binding force
*The anchoring adhesion when planting steel bars
| The steel
bar diameter φ(mm) |
The diameter of
drilled hole D(mm) |
The yield
characteristic value of steel bars(kN) |
The anchoring adhesion(characteristic value)RK(kN) | The steel bar
yield planting depth lb(mm) |
||||||||||
| 10 | 13 | 26.3 | 26.1 | 26.3 | 26.3 | 26.3 | 105 | |||||||
| 12 | 16 | 37.9 | 36.2 | 37.9 | 37.9 | 37.9 | 125 | |||||||
| 14 | 18 | 51.6 | 45.2 | 49.8 | 51.6 | 51.6 | 51.6 | 150 | ||||||
| 16 | 20 | 67.4 | 60.3 | 67.4 | 67.4 | 67.4 | 67.4 | 175 | ||||||
| 18 | 22 | 85.2 | 74.6 | 82.9 | 85.2 | 85.2 | 85.2 | 200 | ||||||
| 20 | 25 | 105.2 | 94.2 | 100.5 | 105.2 | 105.2 | 105.2 | 220 | ||||||
| The steel bar buried depth(mm) | 80 | 90 | 100 | 110 | 120 | 135 | 150 | 160 | 180 | 200 | 220 | |||
| The steel
bar diameter φ(mm) |
The diameter of
drilled hole D(mm) |
The yield
characteristic value of steel bars(kN) |
The anchoring adhesion(characteristic value)RK(kN) | The steel bar
yield planting depth lb(mm) |
||||||||||
| 22 | 28 | 127.3 | 112.5 | 126.6 | 127.3 | 127.3 | 127.3 | 240 | ||||||
| 25 | 32 | 164.4 | 144.8 | 160.8 | 164.4 | 164.4 | 164.4 | 164.4 | 270 | |||||
| 28 | 35 | 206.3 | 175.9 | 193.4 | 206.3 | 206.3 | 206.3 | 206.3 | 305 | |||||
| 32 | 40 | 269.4 | 241.3 | 251.3 | 269.4 | 269.4 | 269.4 | 350 | ||||||
| 40 | 50 | 421.0 | 339.3 | 383.3 | 421.0 | 421.0 | 421.0 | 440 | ||||||
| The steel bar buried depth(mm) | 160 | 180 | 200 | 220 | 240 | 250 | 270 | 305 | 350 | 400 | 440 | |||
Notes:1.Contcrete strength is C30,II grade steel yield strength is 335 N/mm2.
2.The diameter of drilling holes in the table is the best recommended value,the nearest bit can be selected according to the situation.
3.The yield buried depth value of the steel bars should consider safety factors,and select the design values.
*The anchoring adhesion when planting steel bars
| The steel
bar diameter φ(mm) |
The diameter of
drilled hole D(mm) |
The yield
characteristic value of steel bars(kN) |
The anchoring adhesion(characteristic value)Rd(kN) | The steel bar
yield planting depth lb(mm) |
||||||||||
| 10 | 13 | 22.9 | 17.4 | 19.6 | 21.8 | 22.9 | 105 | |||||||
| 12 | 16 | 33.0 | 24.1 | 26.8 | 29.5 | 33.0 | 125 | |||||||
| 14 | 18 | 44.8 | 30.1 | 33.2 | 36.2 | 40.7 | 44.8 | 150 | ||||||
| 16 | 20 | 58.5 | 40.2 | 45.1 | 50.1 | 53.5 | 58.5 | 175 | ||||||
| 18 | 22 | 74.1 | 49.7 | 55.3 | 59.0 | 66.4 | 74.1 | 200 | ||||||
| 20 | 25 | 91.5 | 62.8 | 67.0 | 75.3 | 83.7 | 91.5 | 220 | ||||||
| The steel bar buried depth(mm) | 80 | 90 | 100 | 110 | 120 | 135 | 150 | 160 | 180 | 200 | 220 | |||
| The steel
bar diameter φ(mm) |
The diameter of
drilled hole D(mm) |
The yield
characteristic value of steel bars(kN) |
The anchoring adhesion(characteristic value)Rd(kN) | The steel bar
yield planting depth lb(mm) |
||||||||||
| 22 | 28 | 110.7 | 75.0 | 84.4 | 93.8 | 103.2 | 110.7 | 240 | ||||||
| 25 | 32 | 143.0 | 96.5 | 107.2 | 118.0 | 128.7 | 134.0 | 143.0 | 270 | |||||
| 28 | 35 | 179.3 | 117.2 | 128.9 | 140.6 | 146.5 | 158.3 | 179.3 | 305 | |||||
| 32 | 40 | 234.2 | 160.8 | 167.3 | 181.0 | 204.4 | 234.2 | 350 | ||||||
| 40 | 50 | 365.9 | 226.2 | 255.5 | 293.1 | 334.9 | 365.9 | 440 | ||||||
| The steel bar buried depth(mm) | 160 | 180 | 200 | 220 | 240 | 250 | 270 | 305 | 350 | 400 | 440 | |||
Notes:Concrete strength is C30,the designed strength of grade II steel bar is 310 N/mm2.
The designed safety coefficient of steel bar ys=1.15,the designed safety coefficient of concrete yc=1.5.
| The anchoring adhesion when planting steel bars | ||||||
| The screw
diameter |
The diameter
of drilled hole(mm) |
The buried
depth(mm) |
Characteristic value | Designed value | ||
| Tensile resistance(kN) | Shearing resistance(kN) | Tensile resistance(kN) | Shearing resistance(kN) | |||
| M8 | 10 | 80 | 15.8 | 8.5 | 7.5 | 5 |
| M10 | 12 | 90 | 22.9 | 13.7 | 12.5 | 8 |
| M12 | 14 | 110 | 46.9 | 20.0 | 19 | 11.8 |
| M16 | 18 | 125 | 65.6 | 37.8 | 29 | 22.2 |
| M20 | 25 | 170 | 85.3 | 59.0 | 42.5 | 34.7 |
| M24 | 28 | 210 | 170 | 85.0 | 59.7 | 50 |
| M30 | 35 | 280 | 206.0 | 135.9 | 89 | 79.4 |
The table of using gule quantities of HM-500 epoxy anchor adhesive
| the steel
bar diameter |
pore
size |
pore
depth |
the injecting
glue volume |
theoretic
number |
note |
| mm | mm | mm | ml(2/3v) | piece | |
| 8 | 12 | 80 | 6.03 | 64.67 | 10d |
| 8 | 12 | 120 | 9.04 | 43.14 | 15d |
| 8 | 12 | 160 | 12.06 | 32.33 | 20d |
| 10 | 14 | 100 | 10.26 | 38.01 | 10d |
| 10 | 14 | 150 | 15.08 | 25.86 | 15d |
| 10 | 14 | 200 | 20.52 | 19.01 | 20d |
| 12 | 16 | 120 | 16.09 | 24.23 | 10d |
| 12 | 16 | 180 | 24.12 | 16.16 | 15d |
| 12 | 16 | 240 | 32.18 | 12.11 | 20d |
| 14 | 18 | 140 | 23.73 | 16.43 | 10d |
| 14 | 18 | 210 | 35.61 | 10.95 | 15d |
| 14 | 18 | 280 | 47.46 | 8321 | 20d |
| 16 | 22 | 160 | 40.52 | 9.62 | 10d |
| 16 | 22 | 240 | 60.79 | 6.41 | 15d |
| 16 | 22 | 320 | 81.04 | 4.81 | 20d |
| 18 | 25 | 180 | 58.87 | 6.62 | 10d |
| 18 | 25 | 270 | 88.31 | 4.41 | 15d |
| 18 | 25 | 360 | 117.74 | 3.31 | 20d |
| 20 | 28 | 200 | 82.06 | 4.75 | 10d |
| 20 | 28 | 300 | 123.09 | 3.16 | 15d |
| 20 | 28 | 400 | 164.12 | 2.37 | 20d |
| 22 | 30 | 220 | 103.62 | 3.76 | 10d |
| 22 | 30 | 330 | 155.43 | 2.5 | 15d |
| 22 | 30 | 440 | 207.24 | 1.88 | 20d |
| 25 | 32 | 250 | 133.97 | 2.91 | 10d |
| 25 | 32 | 375 | 200.96 | 1.94 | 15d |
| 25 | 32 | 500 | 267.95 | 1.45 | 20d |
HM-500 Structure Anchor Adhesive
1.Drill hole to the diameter and depth required. The diameter must be in accordance with anchor size.
2.The drill hole must be cleaned with air blower, starting from the bottom of the hole.The drill hole mustbe thoroughly cleaned with steel brush. After brush, to use air blower to clean the drill hole again.
3.Inject resin anchor resin into the hole, starting from the bottom, while slowly drawing back the static mixer. In any case avoid entrapping air. For deep holes extension tubing can be used.
4.Insert the anchor with a rotary motion into the filled drill hole. Some adhesive must come out of the hole.
5.During the resin hardening time the anchor must not be moved or loaded.
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