Flexible Floor Bracket
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Technical Specifications
regufoam-190-specifications1.xlsx
Sheet1
| REGUFOAM Vibration 190Plus | |||
| Physical property | Norm | Result | Comment |
| Static modulus of elasticity | Based on EN 826 | Tangential modulus, see fi gure “modulus of elasticity” | |
| Dynamic modulus of elasticity | Based on DIN 53513 | Depending on frequency, load and thickness, see fi gure “dynamic stiffness“ | |
| Mechanical loss factor | DIN 53513 | Load-, amplitude- and frequency-dependent | |
| Compression set | Based on DIN EN ISO 1856 | Measured 30 minutes after decompression with 50 % deformation / 23 °C after 72 hrs | |
| Tensile strength | Based on DIN EN ISO 1798 | ||
| Elongation at break | Based on DIN EN ISO 1798 | ||
| Tear resistance | Based on DIN ISO 34-1 | ||
| Fire behaviour | DIN 4102 | B2 | |
| DIN EN 13501-1 | E | ||
| Sliding friction | REGUPOL-laboratory | 0.7 | Steel (dry) |
| REGUPOL-laboratory | 0.8 | Concrete (dry) | |
| Compression hardness | Based on DIN EN ISO 3386-2 | 22 kPa | Compressive stress at 25 % deformation test specimen h = 25 mm |
| Rebound elasticity | Based on DIN EN ISO 8307 | 35% | dependent on thickness, test specimen h = 25 mm |
| Force reduction | DIN EN 14904 | 61% | dependent on thickness, test specimen h = 25 mm |
regufoam-190-specifications-v1.xls
Regufoam 190
| REGUFOAM Vibration 190Plus | |||
| Physical property | Norm | Result | Comment |
| Static modulus of elasticity | Based on EN 826 | Tangential modulus, see fi gure “modulus of elasticity” | |
| Dynamic modulus of elasticity | Based on DIN 53513 | Depending on frequency, load and thickness, see fi gure “dynamic stiffness“ | |
| Mechanical loss factor | DIN 53513 | Load-, amplitude- and frequency-dependent | |
| Compression set | Based on DIN EN ISO 1856 | Measured 30 minutes after decompression with 50 % deformation / 23 °C after 72 hrs | |
| Tensile strength | Based on DIN EN ISO 1798 | ||
| Elongation at break | Based on DIN EN ISO 1798 | ||
| Tear resistance | Based on DIN ISO 34-1 | ||
| Fire behaviour | DIN 4102 | B2 | |
| DIN EN 13501-1 | E | ||
| Sliding friction | REGUPOL-laboratory | 0.7 | Steel (dry) |
| REGUPOL-laboratory | 0.8 | Concrete (dry) | |
| Compression hardness | Based on DIN EN ISO 3386-2 | 22 kPa | Compressive stress at 25 % deformation test specimen h = 25 mm |
| Rebound elasticity | Based on DIN EN ISO 8307 | 35% | dependent on thickness, test specimen h = 25 mm |
| Force reduction | DIN EN 14904 | 61% | dependent on thickness, test specimen h = 25 mm |
ny-fil-test-1.xlsx
Sheet number One
| Ref | QA | B | OD | b | C | Weight (kg) | |
| free | free | “W” | “HW” | ||||
| V43W, -HW | 95 | 47 | 80 | 31 | M16 x 400 | 0.4 | 0.9 |
| V43W, -HW | 95 | 47 | 80 | 31 | M16 x 400 | 0.4 | 0.9 |
| V43W, -HW | 95 | 47 | 80 | 31 | M16 x 400 | 0.4 | 0.9 |
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| Type | Max load in daN (=kg) - Test STEFAN | Weight (kg) | |||
| 40 | 50 | 70 | |||
| DMS 020 | 1250 | 2100 | 2400 | 843 | |
| Type | Max load in daN (=kg) - Test Mikey samma fil | Weight (kg) | |||
| 40 | 50 | 70 | |||
| DMS 020 | 1250 | 2100 | 2400 | 843 | |
| CENTRERAD | TEST | I | Olika | fält | oj en till |
test-table1.xlsx
Sheet number One
| Ref | QA | B | OD | b | C | Weight (kg) | |
| free | free | “W” | “HW” | ||||
| V43W, -HW | 95 | 47 | 80 | 31 | M16 x 400 | 0.4 | 0.9 |
| V43W, -HW | 95 | 47 | 80 | 31 | M16 x 400 | 0.4 | 0.9 |
| V43W, -HW | 95 | 47 | 80 | 31 | M16 x 400 | 0.4 | 0.9 |
Hohoho
| Type | Max load in daN (=kg) | Weight (kg) | ||
| 40 | 50 | 70 | ||
| DMS 020 | 1250 | 2100 | 2400 | 843 |
ny-fil-test-1-1.xlsx
Sheet number One
| Ref | QA | B | OD | b | C | Weight (kg) | |
| free | free | “W” | “HW” | ||||
| V43W, -HW | 95 | 47 | 80 | 31 | M16 x 400 | 0.4 | 0.9 |
| V43W, -HW | 95 | 47 | 80 | 31 | M16 x 400 | 0.4 | 0.9 |
| V43W, -HW | 95 | 47 | 80 | 31 | M16 x 400 | 0.4 | 0.9 |
Hohoho
| Type | Max load in daN (=kg) - Test STEFAN | Weight (kg) | |||
| 40 | 50 | 70 | |||
| DMS 020 | 1250 | 2100 | 2400 | 843 | |
| Type | Max load in daN (=kg) - Test Mikey samma fil | Weight (kg) | |||
| 40 | 50 | 70 | |||
| DMS 020 | 1250 | 2100 | 2400 | 843 | |
| CENTRERAD | TEST | I | Olika | fält | oj en till |
