Type: HM-500
Volume: 390ml
Mix Ratio: 3:1
Color: Red or Black
Density: 1.5±0.1g/cm³
Packing: 30 cartridges/carton
Leading manufacturer of injectable anchoring adhesive
Horse HM-500 injectable achoring adhesive 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.
• Technical data sheet:
• Technical data sheet:
• High strength
• High strength
• Structural connections with post-installed rebar (e.g. extension/connection to walls, slabs, stairs, columns, foundations, etc.)
• Structural connections with post-installed rebar (e.g. extension/connection to walls, slabs, stairs, columns, foundations, etc.)
• Viscosity of Mixture:18-22Pa•S
• Viscosity of Mixture:18-22Pa•S
• 100% Pass the pull-out testing
• 100% Pass the pull-out testing
Anchoring Adhesive Calculator. Quickly and accurately calculate the usage of HM-500 (chemical anchoring epoxy) to save your time.
Anchoring Adhesive Calculator. Quickly and accurately calculate the usage of HM-500 (chemical anchoring epoxy) to save your time.
• Drill hole
• Drill hole
Documents Download
HM- 500 injection epoxy anchoring ↓
• Application video:
HM-500 post-installed rebar
Chemical anchor performance
Chemical anchor factory
• Brochure:
Anchoring system ↓
Documents Download
HM- 500 injection epoxy anchoring ↓
• Application video:
HM-500 post-installed rebar
Chemical anchor performance
Chemical anchor factory
• Brochure:
Anchoring system ↓
Manufacturer of Anchoring Adhesive
• Wet resistance
• Anti-aging
• Convenience
• Good thixotropy
• Safe and Non-toxic
• Seismic resistance
Manufacturer of Anchoring Adhesive
• Wet resistance
• Anti-aging
• Convenience
• Good thixotropy
• Safe and Non-toxic
• Seismic resistance
Application Range
• Structural renovation of buildings, bridges and other civil structures, retrofitting and re-strengthening of concrete members possible
• Anchoring structural steel connections (e.g. steel columns, beams, etc.)
Application Range
• Structural renovation of buildings, bridges and other civil structures, retrofitting and re-strengthening of concrete members possible
• Anchoring structural steel connections (e.g. steel columns, beams, etc.)
Technical Data Sheet
• Splitting tensile strength ≥8.5MPa
• Bending strength ≥50MPa
• Compressive strength ≥60MPa
• Thixotopy index ≥4.0
• Distortion temperature ≥65℃
• Steel-steel tensile shear strength ≥16MPa
• C30,φ25, L=150mm condition tensile strength ≥11MPa
• C30,φ25, L=125mm condition bonding strength ≥17MPa
• Steel-steel T impact stripping length ≤25mm
Technical Data Sheet
• Splitting tensile strength ≥8.5MPa
• Bending strength ≥50MPa
• Compressive strength ≥60MPa
• Thixotopy index ≥4.0
• Distortion temperature ≥65℃
• Steel-steel tensile shear strength ≥16MPa
• C30,φ25, L=150mm condition tensile strength ≥11MPa
• C30,φ25, L=125mm condition bonding strength ≥17MPa
• Steel-steel T impact stripping length ≤25mm
Advantages of Injectable Epoxy
No matter test on site or sampling testing are 100% passing the test.
• Special formulas
Special formulas, making the substrates are together with the adhesive to be a new complete structure.
• Strong extensible
Epoxy have elastic reaction globule, make the chemical anchoring epoxy not only with strength, viscosity but also toughness.
• Excellent tension properties
Keep the superior properties and work-ability even under the hole smooth, damp or hot weather.
Advantages of Injectable Epoxy
No matter test on site or sampling testing are 100% passing the test.
• Special formulas
Special formulas, making the substrates are together with the adhesive to be a new complete structure.
• Strong extensible
Epoxy have elastic reaction globule, make the chemical anchoring epoxy not only with strength, viscosity but also toughness.
• Excellent tension properties
Keep the superior properties and work-ability even under the hole smooth, damp or hot weather.
Patent Anchoring Adhesive Calculator
Patent Anchoring Adhesive Calculator
How to Use Horse Anchoring Adhesive
• Clean hole
• Brush hole
• Inject adhesive
• Plant rebar
• Curing
How to Use Horse Anchoring Adhesive
• Clean hole
• Brush hole
• Inject adhesive
• Plant rebar
• Curing
HM-20 Unidirectional Carbon Fiber Wrap
HM-1.2T Unidirectional Carbon Fiber Strip
HM-MJ50/100 Prestressed CFRP Plate System
Horse HM-500 Injactable Anchoring Adhesive
HM500 Epoxy Anchor Adhesive Technical Data Sheet.pdf
Horse Construction Anchoring Systems
| 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 |
Video of Horse HM-500 Injectable Anchoring Adhesive(click it)
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 HM-500 anchoring epoxy 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.
Language: English
