Products
Professional Use
Filled Epoxy Resin Adhesive for Civil Engineering
Anchor bolt filler for horizontal set.
Various Anchors and Bolts Fixing and Bonding.
JAIA F★★★★/4VOC compliant
Features
Direct application to wall surfaces.
Highly thixotropic - no sag.
No debubbling, sealing.
Excellent working efficiency in cartridges.
Eliminating measuring process - time saving.
Ensure the main part and the hardener mixing.
Applicable on wet surfaces.
Solvent-free and contains no volatile components.
Minimal shrinkage after curing.
Properties
| MAZERUN 390 | ||
|---|---|---|
| Base Resin | Hardener | |
| Main Component | Modified Epoxy Resin | Modified Polyamine |
| Appearance | White Grease | Black Grease |
| Mixing Ratio (by Volume) | Base Resin：Hardener＝2：1 | |
| Pot Life at 20℃ | 20min | |
Cured Material Properties
| Unit | Internal Standard | Test Procedure | |
|---|---|---|---|
| Specific Gravity | – | 1.15±0.15 | JIS K 7112 |
| Compressive Yield Strength | N/㎟ | ≧70 | JIS K 7181 |
| Compressive Modulus of Elasticity | N/㎟ | ≧1.5×103 | JIS K 7181 |
| Bending Strength | N/㎟ | ≧50 | JIS K 7171 |
| Tensile Strength | N/㎟ | ≧30 | JIS K 7113 |
| Tensile Shear Strength | N/㎟ | ≧16 | JIS K 6850 |
| Hardness | HDD | ≧80 | JIS K 7215 |
| Impact | kJ/㎡ | ≧3.0 | JIS K 7111 |
Test temperature: 20℃
Anchor Bolt Installation Example
| Deformed Bar (D) Bolt Size (M) |
Hole Diameter (㎜) | Hole Depth (㎜) | Required Resin Amount (g) | Number of Applications per Set (pcs) | Yield Point of Steel (kN) | Allowable Tensile Stress (kN) | |
|---|---|---|---|---|---|---|---|
| 450ml | 900ml | ||||||
| D6 | 10.0 | 50 | 3 | 177 | 354 | 10.9 | 7.3 |
| D13 | 19.0 | 110 | 22 | 24 | 48 | 43.7 | 29.1 |
| D19 | 25.0 | 150 | 38 | 14 | 27 | 98.8 | 65.9 |
| D25 | 32.0 | 200 | 74 | 7 | 14 | 174.8 | 116.5 |
| D29 | 35.0 | 290 | 116 | 4 | 9 | 221.6 | 147.8 |
| D32 | 42.0 | 320 | 236 | 2 | 4 | 274.0 | 182.7 |
| D35 | 45.0 | 350 | 277 | 2 | 4 | 330.0 | 220.0 |
| M8 | 9.5 | 70 | 3 | 173 | 345 | 8.6 | 5.7 |
| M12 | 14.5 | 100 | 10 | 51 | 103 | 19.8 | 13.2 |
| M16 | 19.0 | 130 | 21 | 25 | 50 | 36.9 | 24.6 |
| M18 | 22.0 | 150 | 35 | 15 | 29 | 45.1 | 30.1 |
| M22 | 28.0 | 180 | 70 | 7 | 15 | 71.2 | 47.5 |
| M24 | 32.0 | 240 | 135 | 4 | 8 | 83.0 | 55.3 |
| M27 | 36.0 | 270 | 188 | 3 | 5 | 107.9 | 71.9 |
●The yield point of the rebar steel is the value obtained by multiplying the nominal cross-sectional area by the reference strength of SD345, 345 N/mm².
●The yield strength of the steel for the full-thread bolt is the value obtained by multiplying the base strength of SS400, 235 N/mm², by the effective cross-sectional area.
●Do not use for items with smooth surfaces, such as round bars, which may not exhibit sufficient strength.
●The number of applications per set (pcs) is approximate.
