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www.vibratec.se

Regufoam

®

(2)

Regufoam

®

vibration 190

plus

Standard forms of delivery, ex warehouse

Rolls

Thickness: 12.5 and 25 mm, special thicknesses on request Length: 5,000 mm, special lengths available

Width: 1,500 mm

Stripping/Plates

On request

Die-cutting, water-jet cutting, self-adhesive versions possible

Continuous static load

0.018 N/mm²

Continuous and variable loads/operating load range

0 to 0.028 N/mm²

Peak loads (rare, short-term loads)

0.8 N/mm²

Static modulus of elasticity

Dynamic modulus of elasticity

Mechanical loss factor

Compression set Tensile strength Elongation at break Tear resistance Fire behaviour Sliding friction Compression hardness Rebound elasticity Force reduction

Tangential modulus, see figure “Modulus of elasticity”

Depending on frequency, load and thickness, see figure “dynamic stiffness“

Load-, amplitude- and frequency-dependent

Measured 30 minutes after decompression with 50% deformation / 23 °C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 % deformation test specimen h = 25 mm dependent on thickness, test specimen h = 25 mm dependent on thickness, test specimen h = 25 mm Based on EN 826 Based on DIN 53513 DIN 53513 Based on DIN EN ISO 1856 Based on DIN EN ISO 1798 Based on DIN EN ISO 1798

Based on DIN ISO 34-1

DIN 4102 DIN EN 13501 BSW-laboratory BSW-laboratory Based on DIN EN ISO 3386-2 Based on DIN EN ISO 8307 DIN EN 14904 0.1 - 0.25 0.25 - 0.55 0.25 2.0 0.4 220 2.0 B2 E 0.7 0.8 22 35 61 N/mm² N/mm² [-] % N/mm² % N/mm [-] [-] [-] [-] kPa % %

150

plus

190

plus

220

plus

270

plus

300

plus

400

plus

510

plus

570

plus

680

plus

740

plus

810

plus

990

plus 0.011 0 0.018 0.028 0.042 0.055 0.11 0.22 0.30 0.45 0.60 0.85 2.50 N/mm²

Regufoam 190, Version 1, Release 06 2014, sheet 1 of 2

2.2

(3)

Load Ranges

Load Deflection

Regufoam

®

vibration 190

plus

150

plus

190

plus

220

plus

270

plus

300

plus

400

plus

510

plus

570

plus

680

plus

740

plus

810

plus

990

plus 0.011 0 0.018 0.028 0.042 0.055 0.11 0.22 0.30 0.45 0.60 0.85 2.50 N/mm² Permanent load in N/mm²

Regufoam® type designation

0.011 0.018 0.028 0.042 0.055 0.11 0.22 0.30 0.45 0.60 0.85 2.50 150 190 220 270 300 400 510 570 680 740 810 990

Static load range

Regufoam

®

vibration

Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 20 seconds. Tested at room temperature. Dimensions of test specimens 300 mm x 300 mm.

Optimum load range

2.2

Pressure [N

/mm

2]

Deflection [mm]

Regufoam

®

vibration 150

plus

Standard forms of delivery, ex warehouse Rolls

Thickness: 12.5 and 25 mm, special thicknesses on request Length: 5,000 mm, special lengths available

Width: 1,500 mm

Stripping/Plates

On request

Die-cutting, water-jet cutting, self-adhesive versions possible

Continuous static load

0.011 N/mm²

Continuous and variable loads/operating load range

0 to 0.016 N/mm²

Peak loads (rare, short-term loads)

0.5 N/mm²

Static modulus of elasticity

Dynamic modulus of elasticity

Mechanical loss factor

Compression set Tensile strength Elongation at break Tear resistance Fire behaviour Sliding friction Compression hardness Rebound elasticity Force reduction

Tangential modulus, see figure “Modulus of elasticity”

Depending on frequency, load and thickness, see figure “dynamic stiffness“

Load-, amplitude- and frequency-dependent

Measured 30 minutes after decompression with 50% deformation / 23 °C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 % deformation test specimen h = 25 mm dependent on thickness, test specimen h = 25 mm dependent on thickness, test specimen h = 25 mm Based on EN 826 Based on DIN 53513 DIN 53513 Based on DIN EN ISO 1856 Based on DIN EN ISO 1798 Based on DIN EN ISO 1798

Based on DIN ISO 34-1

DIN 4102 DIN EN 13501 BSW-laboratory BSW-laboratory Based on DIN EN ISO 3386-2 Based on DIN EN ISO 8307 DIN EN 14904 0.06 - 0.16 0.15 - 0.38 0.28 1.6 0.31 220 1.2 B2 E 0.7 0.8 14 34 49 N/mm² N/mm² [-] % N/mm² % N/mm [-] [-] [-] [-] kPa % %

150

plus

190

plus

220

plus

270

plus

300

plus

400

plus

510

plus

570

plus

680

plus

740

plus

810

plus

990

plus 0.011 0 0.018 0.028 0.042 0.055 0.11 0.22 0.30 0.45 0.60 0.85 2.50 N/mm²

2.1

Colour: Green

(4)

Regufoam

®

vibration 190

plus

Regufoam

®

vibration 190

plus

Vibration Isolation

Influence of Amplitude

Natural Frequency

0 Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with

Regufoam®vibration 190 plus. Parameter: power transmission (insertion loss) in dB, isolation factor in %.

Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of

Regufoam®vibration 190 plus on a rigid base. Dimensions of test specimens 300 mm x 300 mm.

Dynamic range

Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 10 Hz and 40 Hz excitation. Sinusoidal excitation at a constant mean load of 0.018 N/mm², dimensions of the specimens 300 mm x 300 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base.

Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of 0.018 N/mm², dimensions of the specimens 300 mm x 300 mm x 25 mm.

Regufoam 190, Version 1, Release 06 2014, sheet 2 of 2

150

plus

190

plus

220

plus

270

plus

300

plus

400

plus

510

plus

570

plus

680

plus

740

plus

810

plus

990

plus 0.011 0.018 0.028 0.042 0.055 0.11 0.22 0.30 0.45 0.60 0.85 2.50 N/mm²

2.2

2.2

Optimum load range

Change of dynamic stiffness [%]

Amplitude [µm]

Difference in natural frequency [%]

Amplitude [µm]

Change of mechanical loss factor [%]

Pressure [N /mm 2] Disturbing frequency [Hz] Natural frequency [Hz] Natural frequency [Hz]

(5)

Regufoam

®

vibration 190

plus

Regufoam

®

vibration 190

plus

Vibration Isolation

Influence of Amplitude

Natural Frequency

0 Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with

Regufoam®vibration 190 plus. Parameter: power transmission (insertion loss) in dB, isolation factor in %.

Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of

Regufoam®vibration 190 plus on a rigid base. Dimensions of test specimens 300 mm x 300 mm.

Dynamic range

Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 10 Hz and 40 Hz excitation. Sinusoidal excitation at a constant mean load of 0.018 N/mm², dimensions of the specimens 300 mm x 300 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base.

Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of 0.018 N/mm², dimensions of the specimens 300 mm x 300 mm x 25 mm.

150

plus

190

plus

220

plus

270

plus

300

plus

400

plus

510

plus

570

plus

680

plus

740

plus

810

plus

990

plus 0.011 0.018 0.028 0.042 0.055 0.11 0.22 0.30 0.45 0.60 0.85 2.50 N/mm²

2.2

2.2

Optimum load range

Change of dynamic stiffness [%]

Amplitude [µm]

Difference in natural frequency [%]

Amplitude [µm]

Change of mechanical loss factor [%]

Pressure [N /mm 2] Disturbing frequency [Hz] Natural frequency [Hz] Natural frequency [Hz]

Static load range

Regufoam

®

vibration 190

plus

Standard forms of delivery, ex warehouse Rolls

Thickness: 12.5 and 25 mm, special thicknesses on request Length: 5,000 mm, special lengths available

Width: 1,500 mm

Stripping/Plates

On request

Die-cutting, water-jet cutting, self-adhesive versions possible

Continuous static load

0.018 N/mm²

Continuous and variable loads/operating load range

0 to 0.028 N/mm²

Peak loads (rare, short-term loads)

0.8 N/mm²

Static modulus of elasticity

Dynamic modulus of elasticity

Mechanical loss factor

Compression set Tensile strength Elongation at break Tear resistance Fire behaviour Sliding friction Compression hardness Rebound elasticity Force reduction

Tangential modulus, see figure “Modulus of elasticity”

Depending on frequency, load and thickness, see figure “dynamic stiffness“

Load-, amplitude- and frequency-dependent

Measured 30 minutes after decompression with 50% deformation / 23 °C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 % deformation test specimen h = 25 mm dependent on thickness, test specimen h = 25 mm dependent on thickness, test specimen h = 25 mm Based on EN 826 Based on DIN 53513 DIN 53513 Based on DIN EN ISO 1856 Based on DIN EN ISO 1798 Based on DIN EN ISO 1798

Based on DIN ISO 34-1

DIN 4102 DIN EN 13501 BSW-laboratory BSW-laboratory Based on DIN EN ISO 3386-2 Based on DIN EN ISO 8307 DIN EN 14904 0.1 - 0.25 0.25 - 0.55 0.25 2.0 0.4 220 2.0 B2 E 0.7 0.8 22 35 61 N/mm² N/mm² [-] % N/mm² % N/mm [-] [-] [-] [-] kPa % %

150

plus

190

plus

220

plus

270

plus

300

plus

400

plus

510

plus

570

plus

680

plus

740

plus

810

plus

990

plus 0.011 0 0.018 0.028 0.042 0.055 0.11 0.22 0.30 0.45 0.60 0.85 2.50 N/mm²

2.2

Colour: Yellow

(6)

Regufoam

®

vibration 190

plus

Regufoam

®

vibration 190

plus

Modulus of Elasticity

Dynamic Stiffness

Long-Term Creep Test

Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ± 0.25 mm. Dimensions of specimens 300 mm x 300 mm x 25 mm; static modulus of elasticity as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513.

Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ± 0.25 mm. Dimensions of specimens 300 mm x 300 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513.

Dimensions of specimens 300 mm x 300 mm x 50 mm

Regufoam 190, Version 1, Release 06 2014, sheet 2 of 2

2.2

2.2

Contact: Steffen Blecher, Phone: +49 2751 803-126 • [email protected];

Florian Sassmannshausen, Phone: +49 2751 803-230 • [email protected]

Downloads at www.bsw-vibration-technology.com

Exclusion of Liability

Technical services and offers based on these are subject to our General Terms and Conditions of sale, a copy of which can be found on our website www.bsw-vibration-technology.com. Special attention should be paid to paragraphs 4 and 5. In so far, please be advised as follows: Our expertise is the development and manufacturing of products. With our recommendation we can only assist you in selecting a product that is suitable for your demand. However, we cannot act as your architect or consulting expert. This would only be possible subject to a separately concluded service contract that we would have to bill you for. Such contracts are not part of our scope of supply and services. Hence, our recommendation does not lay claim for its correctness. The technical information given in the documents are guideline values. They are liable to manufacturing tolerances, which may vary depending on the type of underlying properties. Modulus of elasticity [N /mm 2] Deflection [% of thickness] Dynamic stiffness [N /mm 3] Pressure [N/mm2] Static Dynamic stiffness [MN /m 3] Pressure [N/mm2] Static

Regufoam

®

vibration 190

plus

Standard forms of delivery, ex warehouse Rolls

Thickness: 12.5 and 25 mm, special thicknesses on request Length: 5,000 mm, special lengths available

Width: 1,500 mm

Stripping/Plates

On request

Die-cutting, water-jet cutting, self-adhesive versions possible

Continuous static load

0.018 N/mm²

Continuous and variable loads/operating load range

0 to 0.028 N/mm²

Peak loads (rare, short-term loads)

0.8 N/mm²

Static modulus of elasticity

Dynamic modulus of elasticity

Mechanical loss factor

Compression set Tensile strength Elongation at break Tear resistance Fire behaviour Sliding friction Compression hardness Rebound elasticity Force reduction

Tangential modulus, see figure “Modulus of elasticity”

Depending on frequency, load and thickness, see figure “dynamic stiffness“

Load-, amplitude- and frequency-dependent

Measured 30 minutes after decompression with 50% deformation / 23 °C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 % deformation test specimen h = 25 mm dependent on thickness, test specimen h = 25 mm dependent on thickness, test specimen h = 25 mm Based on EN 826 Based on DIN 53513 DIN 53513 Based on DIN EN ISO 1856 Based on DIN EN ISO 1798 Based on DIN EN ISO 1798

Based on DIN ISO 34-1

DIN 4102 DIN EN 13501 BSW-laboratory BSW-laboratory Based on DIN EN ISO 3386-2 Based on DIN EN ISO 8307 DIN EN 14904 0.1 - 0.25 0.25 - 0.55 0.25 2.0 0.4 220 2.0 B2 E 0.7 0.8 22 35 61 N/mm² N/mm² [-] % N/mm² % N/mm [-] [-] [-] [-] kPa % %

150

plus

190

plus

220

plus

270

plus

300

plus

400

plus

510

plus

570

plus

680

plus

740

plus

810

plus

990

plus 0.011 0 0.018 0.028 0.042 0.055 0.11 0.22 0.30 0.45 0.60 0.85 2.50 N/mm²

Regufoam 190, Version 1, Release 06 2014, sheet 1 of 2

2.2

(7)

Regufoam

®

vibration 190

plus

Regufoam

®

vibration 190

plus

Modulus of Elasticity

Dynamic Stiffness

Long-Term Creep Test

Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ± 0.25 mm. Dimensions of specimens 300 mm x 300 mm x 25 mm; static modulus of elasticity as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513.

Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ± 0.25 mm. Dimensions of specimens 300 mm x 300 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513.

Dimensions of specimens 300 mm x 300 mm x 50 mm

Regufoam 190, Version 1, Release 06 2014, sheet 2 of 2

2.2

2.2

Contact: Steffen Blecher, Phone: +49 2751 803-126 • [email protected];

Florian Sassmannshausen, Phone: +49 2751 803-230 • [email protected]

Downloads at www.bsw-vibration-technology.com

Exclusion of Liability

Technical services and offers based on these are subject to our General Terms and Conditions of sale, a copy of which can be found on our website www.bsw-vibration-technology.com. Special attention should be paid to paragraphs 4 and 5. In so far, please be advised as follows: Our expertise is the development and manufacturing of products. With our recommendation we can only assist you in selecting a product that is suitable for your demand. However, we cannot act as your architect or consulting expert. This would only be possible subject to a separately concluded service contract that we would have to bill you for. Such contracts are not part of our scope of supply and services. Hence, our recommendation does not lay claim for its correctness. The technical information given in the documents are guideline values. They are liable to manufacturing tolerances, which may vary depending on the type of underlying properties. Modulus of elasticity [N /mm 2] Deflection [% of thickness] Dynamic stiffness [N /mm 3] Pressure [N/mm2] Static Dynamic stiffness [MN /m 3] Pressure [N/mm2] Static

We are continuously developing and improving our products and therefore design and specifications in our datasheets may be changed without prior notice

Sweden

Tel: +46 176 20 78 80

e-mail:

[email protected]

Norway

Tel: +47 33 07 07 50

e-mail:

[email protected]

Denmark

Tel: +45 49 13 22 44

e-mail:

[email protected]

Estonia

Tel: +372 56 66 29 93

e-mail:

[email protected]

Regufoam

®

vibration 190

plus

Standard forms of delivery, ex warehouse Rolls

Thickness: 12.5 and 25 mm, special thicknesses on request Length: 5,000 mm, special lengths available

Width: 1,500 mm

Stripping/Plates

On request

Die-cutting, water-jet cutting, self-adhesive versions possible

Continuous static load

0.018 N/mm²

Continuous and variable loads/operating load range

0 to 0.028 N/mm²

Peak loads (rare, short-term loads)

0.8 N/mm²

Static modulus of elasticity

Dynamic modulus of elasticity

Mechanical loss factor

Compression set Tensile strength Elongation at break Tear resistance Fire behaviour Sliding friction Compression hardness Rebound elasticity Force reduction

Tangential modulus, see figure “Modulus of elasticity”

Depending on frequency, load and thickness, see figure “dynamic stiffness“

Load-, amplitude- and frequency-dependent

Measured 30 minutes after decompression with 50% deformation / 23 °C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 % deformation test specimen h = 25 mm dependent on thickness, test specimen h = 25 mm dependent on thickness, test specimen h = 25 mm Based on EN 826 Based on DIN 53513 DIN 53513 Based on DIN EN ISO 1856 Based on DIN EN ISO 1798 Based on DIN EN ISO 1798

Based on DIN ISO 34-1

DIN 4102 DIN EN 13501 BSW-laboratory BSW-laboratory Based on DIN EN ISO 3386-2 Based on DIN EN ISO 8307 DIN EN 14904 0.1 - 0.25 0.25 - 0.55 0.25 2.0 0.4 220 2.0 B2 E 0.7 0.8 22 35 61 N/mm² N/mm² [-] % N/mm² % N/mm [-] [-] [-] [-] kPa % %

150

plus

190

plus

220

plus

270

plus

300

plus

400

plus

510

plus

570

plus

680

plus

740

plus

810

plus

990

plus 0.011 0 0.018 0.028 0.042 0.055 0.11 0.22 0.30 0.45 0.60 0.85 2.50 N/mm²

2.2

Colour: Yellow

References

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