on your wavelength Regupol Regufoam Vibration Technology Technical Details BSW Acoustic Solutions in: ADAC Building Munich, RTL Studios Cologne, Central Bus Station Munich
Table of Contents 1.1 1.1 Table of Contents 3 Technical Details Regupol vibration 1.2 1.3 1.4 Company Information Sample Projects of Vibration Isolation and Impact Sound Insulation Under High Loads Overview Technical Details Regufoam vibration and Regupol vibration 3.1 3.2 3.3 Regupol vibration 2 permanent static load.2 Regupol vibration 3 permanent static load.5 Regupol vibration 4 permanent static load.1 2 Technical Details Regufoam vibration 3.4 Regupol vibration 45 permanent static load.12 2.1 Regufoam vibration 15 plus permanent static load.11 3.5 Regupol vibration 48 permanent static load.15 2.2 Regufoam vibration 19 plus permanent static load.18 3.6 Regupol vibration 55 permanent static load 2.3 Regufoam vibration 22 plus permanent static load.28 3.7 Regupol vibration 8 permanent static load.8 2.4 Regufoam vibration 27 plus permanent static load.42 3.8 Regupol vibration 1 permanent static load 1.5 2.5 Regufoam vibration 3 plus permanent static load.55 2.6 Regufoam vibration 4 plus permanent static load.11 2.7 Regufoam vibration 51 plus permanent static load.22 2.8 Regufoam vibration 57 plus permanent static load 2.9 Regufoam vibration 68 plus permanent static load.45 2.1 Regufoam vibration 74 plus permanent static load.6 2.11 Regufoam vibration 81 plus permanent static load.85 2.12 Regufoam vibration 99 plus permanent static load 2.5 Contents VTaSI, Version 1, Release 3 213, sheet 1 of 1
Company Information 1.2 BSW in Brief BSW is a manufacturer of polyurethane foam for vibration isolation polyurethane-bonded rubber materials for impact noise insulation and vibration isolation composites of various materials bonded with polyurethane blocks and cuts of composite foam sports surfaces and special flooring anti-slip mats for load securing German Trade Register Siegen HRB-No. 6381 Regupol America LLC 33 Keystone Drive Lebanon, PA 1742 USA Phone: +1 8 537 8737 Fax: +1 717 675 2199 sales@regupolamerica.com www.regupolamerica.com Managing Directors Ulf Pöppel, Rainer Pöppel VAT Reg. No. DE 126586778 Number of employees in the group of companies 4 Sales by the group of companies approx. 88 million Founded in 1954 Regupol Australia Pty. Ltd. 155 Smeaton Grange Road Smeaton Grange 2567 NSW Australia Tel. +61 2 4624 5 Fax +61 2 4647 443 vibration@regupol.com.au www.regupol-vibration-technology.com.au Locations Shanghai Factory 1, Headquarter BSW GmbH Am Hilgenacker 24 57319 Bad Berleburg Germany Phone: +49 2751 83- Fax: +49 2751 83-19 info@berleburger.de www.berleburger.com www.bsw-vibration-technology.com BSW Shanghai Co. Ltd. Delight Pacific Suites, Room 299 No.831 Xinzha Road 241 Shanghai China Phone: +86 2162673369 Fax: +86 2162673669 info@regupol.cn www.regupol.cn Factory 2 Industriestraße 6 57319 Bad Berleburg-Raumland Germany Factory 3 Sählingstraße 16 57319 Bad Berleburg Germany Company SuTD, Version 1, Release 3 213, sheet 1 of 1
Sample Projects 1.3 Vibration Isolation AGBU administration building, Jerewan, Armenia: full-surface decoupling of the building foundation with Regupol Flight simulator Airbus A4M, Wunstorf, Germany: fullsurface decoupling of machine foundation with Regupol Southhampton Row, London, UK: full surface decoupling of the building foundation with Regufoam Nextower, Palaisquartier, Frankfurt, Germany: vibration isolation of heating, ventilating, and air conditioning with Regupol Kurfürstenplatz, Munich, Germany: vertical decoupling of the building foundation with Regupol Commuter train station, Helsinki, Finland: Regupol ballast mats Sample Projects, Version 1, Release 3 213, sheet 1 of 1
Impact Sound Insulation Under Screed Sample Projects 1.3 More information at www.bswvibration-technology. com RTL-Studios, Cologne, Germany: room-in-room construction with Regupol impact sound insulation under screed ADAC Building, Munich, Germany: Regupol impact sound insulation under screed in in-house printing plant Wisselord-Studios, Hilversum, Netherlands: room-in-room construction with Regufoam Cinemagnum Cinema, Nuremberg, Germany: Regupol impact sound insulation under screed in subterranean garage Audi plant, Györ, Hungary: impact sound insulation under screed with Regupol in heavy-load high-bay racking Elbphilharmonie, Hamburg, Germany: Regupol impact sound insulation under screed in concert halls and studios Sample Projects, Version 1, Release 3 213, sheet 1 of 1
Regufoam vibration 1.4 Technical Details Overview Regufoam vibration is a mixed cell polyurethane foam for vibration isolation. It is available in 12 different qualities. Standard forms of delivery, ex warehouse Rolls for types 15, 19, 22, 27, 3 Thickness: 12 and 25 mm, special thicknesses on request Length: 5, mm, special lengths available Width: 1,5 mm Plates for types 4, 51, 57, 68, 74, 81, 99 Thickness: 12 and 25 mm, special thicknesses on request Length: 1,5 mm Width: 1, mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Regufoam vibration Colour 15 plus Green 19 plus Yellow 22 plus Purple 27 plus Blue 3 plus Black 4 plus Grey 51 plus Beige 57 plus Rose 68 plus Turquoise 74 plus Red 81 plus Brown 99 plus Orange Permanent static load.11.18.28.42.55.11.22.45.6.85 2.5 Optimum load range.4 to.11.11 to.18.18 to.28.28 to.42.42 to.55.55 to.11.11 to.22.22 to to.45.45 to.6.6 to.85.85 to 2.5 Tensile strength 1.31.4.5.9 1.2 1.5 2.4 2.9 3.6 4. 4.6 6.9 Mechanical loss factor 2.28.25.22.2.18.17.15.14.12.11.1.9 Static modulus of elasticity 3.6 to.16.1 to.25.15 to.35.25 to.45.35 to.58.6 to 1. 1.1 to 1.7 2.6 to 2.7 2. to 2.9 4.3 to 5.9 5.8 to 7.2 2. to 78. Dynamic modulus of elasticity 4.15 to.38.25 to.55.35 to.75.6 to 1.5.68 to 1.25 1.2 to 2. 2.2 to 3.7 5.1 to 6.3 6.8 to 1. 7.9 to 13. 11. to 16.5 41. to 16. Compression hardness 5 kpa 14 22 22 63 82 17 33 62 84 15 1241 364 Fire behaviour B2, E 1 Measurement based on DIN EN ISO 1798 2 Measurement based on DIN 53513; load-, amplitude- and frequencydependent. 3 Measurement based on an EN 826. 4 Measurement based on DIN 53513; depending on frequency, load and thickness. 5 Measurement based on DIN EN ISO 3386-2; compressive stress at 25 deformation, depending on thickness. Technical services and offers based on these are subject to our General Terms and Conditions of sale. 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Product overview, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 1.4 Regufoam Mixed-Cell Polyurethane Elastomers Material Composition Regufoam elastomers consist of a mixed-cell polyurethane foam. Similar to the various Regupol types, Regufoam isolation materials have been precisely designed for different load ranges. Various standard thicknesses of 12 mm, 25 mm, 37 mm and 5 mm cover a wide spectrum of support frequencies up to 8 Hz. The successful use of polyurethanes in vibration isolation over the course of many years offers expert consultants a conventional solution and a valuable alternative to Regupol elastomers. Moreover, the BSW test lab offers the option of developing project- and application-specific elastomers with special properties. Regufoam elastomers and their specific load ranges can be distinguished from one another using colour codes (green, yellow, purple, blue, black, grey, beige, rose, turquoise, red, brown, orange). Effectiveness of the Regufoam Elastomers Regufoam elastomers can be specifically set for support frequencies between 2 Hz and 8 Hz in a broad load range from.11 to 2.5. Expert consultants in particular benefit from this large degree of flexibility. The use of polyurethanes in vibration isolation over the course of many years offers expert consultants a conventional solution and valuable alternative. The admissible continuous load limits must be kept, as overload on the elastomers may lead to creep as well as rigidification of the material. Regufoam elastomers are produced and shipped in rolls. They can be cut to size with a standard utility knife right at the construction site. The professional company at the construction site is thus ensured that the installation is going to be simple, quick and, above all, cost-efficient. Possible Uses Due to their different dynamic rigidities and admissible load ranges, building and machine foundations can be placed elastically on strips or delicate point supports. Due to the low support frequencies, this type of support is technically efficient, but more difficult to plan and execute. The majority of isolation jobs are performed on full-surface Regufoam elastomers with lower rigidity, because this is more feasible and less error-prone. The technical details, clearly arranged and determined as well as tested, provide a full overview of the load range of the Regufoam elastomers and their non-linear material properties. They allow expert consultants to select and properly size the elastomer type that suits the situation at hand and meets its respective requirements. Regufoam elastomers are moisture- and rot-resistant. They are also ozone-resistant, but the colours may fade over time due to UV radiation. Because of their mixed-cell structure, especially types with lower dynamic rigidity can absorb water. These must be protected against water uptake. Product overview, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 1.4 Technical Details Overview Regupol vibration is a rubber-polyurethane-composite for vibration isolation. It is available in 8 different qualities. Standard forms of delivery, ex warehouse Depending on material. Exact dimensions are mentioned in the technical data sheets of each material type. Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Permanent load in 1.5.8.15.12.1.5.2 Regupol vibration 2 3 4 45 48 55 8 1 Regupol type designation Regupol vibration 2 3 4 45 48 55 8 1 Permanent static load.2.5.1.12.15.8 1.5 Optimum load range.4 to.14.1 to.5.5 to.1 -- 6.1 to.15.15 to.2 to.8.8 to 1.5 Tensile strength 1.12.34.15.36.6.9 2.3 Mechanical loss factor 2.22.18.17.2.17.16.18.16 Static modulus of elasticity 3.2 to.8.1 to.2.3 to.55.2 to.4.25 to.8.5 to 1.7 1.2 to 2.9 4. to 11. Dynamic modulus of elasticity 4.5 to.38.2 to 1.4.9 to 2.4.45 to 2.7 1.2 to 3.3 2.5 to 7. 3.6 to 18.2 15. to 45. Compression hardness 5 kpa 14 5 18 83 22 415 545 165 Fire behaviour B2, E 1 Measurement based on DIN EN ISO 1798 2 Measurement based on DIN 53513; load-, amplitude- and frequencydependent. 3 Measurement based on an EN 826. 4 Measurement based on DIN 53513; depending on frequency, load and thickness. 5 Measurement based on DIN EN ISO 3386-2; compressive stress at 25 deformation, depending on thickness. 6 Regupol vibration 45 is used for vertical isolation. Technical services and offers based on these are subject to our General Terms and Conditions of sale. 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Regupol overview, version 1, Release 3 213, sheet 2 of 2
Regupol vibration 1.4 Regupol Elastomer Mats Material Composition Effectiveness of the Regupol Elastomers Regupol elastomers are composed of SBR and NBR rubber elements. For their production, rubber granulates, rubber fibres and rubber crumbs are combined with one another, processed and elasticised with various polyurethanes using a special manufacturing method. Eight different Regupol elastomers are available for the daily requirements. They can be used in a very wide load range if required. The Regupol elastomers offer a solution that is technically sufficient as well as the most economical one available for most vibration-technology-related jobs. Moreover, the BSW test lab offers the option of developing special, project- and application-specific types which can be given desired elastomer properties. Regupol elastomers can be distinguished from one another based on their individual load ranges and, accordingly, their dynamic rigidities. Regupol elastomers can be specifically set for support frequencies between 2 Hz and 1 Hz in a broad load range from.5 to 1.5. Expert consultants in particular benefit from this large degree of flexibility. The natural frequency progressions of the Regupol elastomers are benign, offering expert consultants nearly constant natural frequencies across a wide load range. This makes for a large degree of security in planning and execution. The creep (or creep behaviour) is low for all different Regupol elastomers at approx. 5 7 of the total thickness. The admissible permanent load limits are kept, the only effect of overloading on the elastomers is increased rigidity (rise in dynamic rigidity and natural frequency), which shows in progressive deflection. Regupol elastomers are produced and shipped in rolls. They can be cut to size with a standard utility knife right at the construction site. The professional company at the construction site is thus ensured that the installation is going to be simple, quick and cost-efficient. Possible Uses Regupol elastomers are suitable for all different kinds of vibration isolation. Due to higher dynamic rigidities and the admissible load ranges of some elastomer types, buildings and machine foundations can either be bedded elastically on strips or on delicate point supports. Due to the low support frequencies, this type of support is technically efficient, but more difficult to plan and execute. The majority of isolation jobs are performed on full-surface Regupol elastomers with lower rigidity, because this is more feasible and less error-prone. The technical details provide a full overview of the load range of the Regupol elastomers and their non-linear material properties. They allow expert consultants to select and properly size the elastomer type that suits the situation at hand and meets its respective requirements. Additional benefits of Regupol elastomers are their excellent moisture resistance, their rot-proof properties, their ozone resistance and their permanent elasticity even after frost-thaw cycles. The use of Regupol is therefore admissible not only inside but also outside of buildings. The only exception here is Regupol vibration 2. Because of its rigidity and its cellular structure this material has to be protected against water uptake. Product overview, Version 1, Release 3 213, sheet 2 of 2
2 on your wavelength Regufoam Vibration Isolation Technical Details Regufoam in: Railway Station Sternschanze Hamburg, Wisselord Studios Hilversum, Machine Foundations Cover Rf, Version 1, Release 3 213, Sheet 1 of 1
Regufoam Downloads 2 www.bswvibration-technology. com All Tools for the Download You will find all documents and information which you need for making a decision, for calculation as well as the installation and application of the BSW vibration technology products, at www. bsw-vibration-technology.com. In a matter of seconds you can download technical datasheets, certificates and installation instructions, all in the required file formats. Up to date information is provided on our website and in the PDF versions of this catalogue. The PDF versions are available for download on our website. The website www.bsw-vibration-technology.com serves mainly as a planning basis for architectural acoustics and construction engineers. You must register to use the technical documents. BSW will send you your user name and password right away. Since being put up in January 21, this website already has several hundred registered users. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Cover Rf, Version 1, Release 3 213, Sheet 1 of 1
Regufoam vibration 15 plus 2.1 Standard forms of delivery, ex warehouse Rolls Thickness: 12 and 25 mm, special thicknesses on request Length: 5, mm, special lengths available Width: 1,5 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.11 Continuous and variable loads/operating load range to.16 Peak loads (rare, short-term loads).5 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494.6 -.16.15 -.38.28 1.6.31 22 1.2 B2 E.7.8 14 34 49 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 15, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 15 plus 2.1 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regufoam 15, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 15 plus Regufoam vibration 15 plus 2.1 2.1 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Static Deflection [ of thickness] Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 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. Dimensions of specimens 3 mm x 3 mm x 5 mm Exclusion of Liability Dynamic stiffness [N/mm 3 ] Static Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regufoam 15, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 15 plus 2.1 Regufoam vibration 15 plus 2.1 Vibration Isolation 2.5 Influence of Amplitude Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 15 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 15 plus on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Dynamic range Optimum load range.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Change of dynamic stiffness [] Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.11, dimensions of the specimens 3 mm x 3 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.11, dimensions of the specimens 3 mm x 3 mm x 25 mm. Difference in natural frequency [] Regufoam 15, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 19 plus 2.2 Standard forms of delivery, ex warehouse Rolls Thickness: 12 and 25 mm, special thicknesses on request Length: 5, mm, special lengths available Width: 1,5 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.18 Continuous and variable loads/operating load range to.28 Peak loads (rare, short-term loads).8 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494.1 -.25.25 -.55.25 2..4 22 2. B2 E.7.8 22 35 61 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 19, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 19 plus 2.2 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regufoam 19, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 19 plus Regufoam vibration 19 plus 2.2 2.2 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Static Deflection [ of thickness] Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 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. Dimensions of specimens 3 mm x 3 mm x 5 mm Exclusion of Liability Dynamic stiffness [N/mm 3 ] Static Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regufoam 19, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 19 plus 2.2 Regufoam vibration 19 plus 2.2 Vibration Isolation 2.5 Influence of Amplitude Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 19 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 19 plus on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Dynamic range Optimum load range.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Change of dynamic stiffness [] Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.18, dimensions of the specimens 3 mm x 3 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.18, dimensions of the specimens 3 mm x 3 mm x 25 mm. Difference in natural frequency [] Regufoam 19, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 22 plus 2.3 Standard forms of delivery, ex warehouse Rolls Thickness: 12 and 25 mm, special thicknesses on request Length: 5, mm, special lengths available Width: 1,5 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.28 Continuous and variable loads/operating load range to.4 Peak loads (rare, short-term loads).9 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494.15 -.35.35 -.75.22 2.3.5 18 2.1 B2 E.7.8 39 47 69 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 22, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 22 plus 2.3 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regufoam 22, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 22 plus Regufoam vibration 22 plus 2.3 2.3 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Static Deflection [ of thickness] Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 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. Dimensions of specimens 3 mm x 3 mm x 5 mm Exclusion of Liability Dynamic stiffness [N/mm 3 ] Static Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regufoam 22, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 22 plus 2.3 Regufoam vibration 22 plus 2.3 Vibration Isolation 2.5 Influence of Amplitude Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 22 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 22 plus on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Dynamic range Optimum load range.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Change of dynamic stiffness [] Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.28, dimensions of the specimens 3 mm x 3 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.28, dimensions of the specimens 3 mm x 3 mm x 25 mm. Difference in natural frequency [] Regufoam 22, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 27 plus 2.4 Standard forms of delivery, ex warehouse Rolls Thickness: 12 and 25 mm, special thicknesses on request Length: 5, mm, special lengths available Width: 1,5 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.42 Continuous and variable loads/operating load range to.62 Peak loads (rare, short-term loads) 1.2 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494.25 -.45.6-1.5.2 3.2.9 21 4.5 B2 E.7.8 63 38 7 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 27, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 27 plus 2.4 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regufoam 27, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 27 plus Regufoam vibration 27 plus 2.4 2.4 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Static Deflection [ of thickness] Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 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. Dimensions of specimens 3 mm x 3 mm x 5 mm Exclusion of Liability Dynamic stiffness [N/mm 3 ] Static Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regufoam 27, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 27 plus 2.4 Regufoam vibration 27 plus 2.4 Vibration Isolation 2.5 Influence of Amplitude Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 27 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 27 plus on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Dynamic range Optimum load range.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Change of dynamic stiffness [] Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.42, dimensions of the specimens 3 mm x 3 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.42, dimensions of the specimens 3 mm x 3 mm x 25 mm. Difference in natural frequency [] Regufoam 27, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 3 plus 2.5 Standard forms of delivery, ex warehouse Rolls Thickness: 12 and 25 mm, special thicknesses on request Length: 5, mm, special lengths available Width: 1,5 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.55 Continuous and variable loads/operating load range to.8 Peak loads (rare, short-term loads) 2 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494.35 -.58.68-1.25.18 3.4 1.2 24 4.8 B2 E.6.75 82 44 72 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 3, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 3 plus 2.5 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regufoam 3, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 3 plus Regufoam vibration 3 plus 2.5 2.5 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Static Deflection [ of thickness] Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 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. Dimensions of specimens 3 mm x 3 mm x 5 mm Exclusion of Liability Dynamic stiffness [N/mm 3 ] Static Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regufoam 3, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 3 plus 2.5 Regufoam vibration 3 plus 2.5 Vibration Isolation 2.5 Influence of Amplitude Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 3 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 3 plus on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Dynamic range Optimum load range.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Change of dynamic stiffness [] Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.55, dimensions of the specimens 3 mm x 3 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.55, dimensions of the specimens 3 mm x 3 mm x 25 mm. Difference in natural frequency [] Regufoam 3, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 4 plus 2.6 Standard forms of delivery, ex warehouse Plates Thickness: 12 and 25 mm, special thicknesses on request Length: 1,5 mm, special lengths available Width: 1, mm Stripping/smaller sizes On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.11 Continuous and variable loads/operating load range to.16 Peak loads (rare, short-term loads) up to 3 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494.6-1. 1.2-2..17 3.9 1.5 22 6. B2 E.7.8 17 57 68 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 4, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 4 plus 2.6 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regufoam 4, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 4 plus Regufoam vibration 4 plus 2.6 2.6 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Static Deflection [ of thickness] Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 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. Dimensions of specimens 3 mm x 3 mm x 5 mm Exclusion of Liability Dynamic stiffness [N/mm 3 ] Static Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regufoam 4, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 4 plus 2.6 Regufoam vibration 4 plus 2.6 Vibration Isolation 2.5 Influence of Amplitude Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 4 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 4 plus on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Dynamic range Optimum load range.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Change of dynamic stiffness [] Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.11, dimensions of the specimens 3 mm x 3 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.11, dimensions of the specimens 3 mm x 3 mm x 25 mm. Difference in natural frequency [] Regufoam 4, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 51 plus 2.7 Standard forms of delivery, ex warehouse Plates Thickness: 12 and 25 mm, special thicknesses on request Length: 1,5 mm, special lengths available Width: 1, mm Stripping/smaller sizes On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.22 Continuous and variable loads/operating load range to.32 Peak loads (rare, short-term loads) up to 4 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 1.1-1.7 2.2-3.7.15 4.2 2.4 24 9.3 B2 E.7.8 33 6 61 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 51, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 51 plus 2.7 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regufoam 51, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 51 plus Regufoam vibration 51 plus 2.7 2.7 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Static Deflection [ of thickness] Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 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. Dimensions of specimens 3 mm x 3 mm x 5 mm Exclusion of Liability Dynamic stiffness [N/mm 3 ] Static Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regufoam 51, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 51 plus 2.7 Regufoam vibration 51 plus 2.7 Vibration Isolation 2.5 Influence of Amplitude Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 51 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 51 plus on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Dynamic range Optimum load range.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Change of dynamic stiffness [] Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.22, dimensions of the specimens 3 mm x 3 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.22, dimensions of the specimens 3 mm x 3 mm x 25 mm. Difference in natural frequency [] Regufoam 51, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 57 plus 2.8 Standard forms of delivery, ex warehouse Plates Thickness: 12 and 25 mm, special thicknesses on request Length: 1,5 mm, special lengths available Width: 1, mm Stripping/smaller sizes On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load Continuous and variable loads/operating load range to.42 Peak loads (rare, short-term loads) up to 4.5 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 2.6-2.7 5.1-6.3.14 4.4 2.9 21 14.1 B2 E.6.7 62 58 5 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 57, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 57 plus 2.8 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regufoam 57, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 57 plus Regufoam vibration 57 plus 2.8 2.8 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Static Deflection [ of thickness] Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 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. Dimensions of specimens 3 mm x 3 mm x 5 mm Exclusion of Liability Dynamic stiffness [N/mm 3 ] Static Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regufoam 57, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 57 plus 2.8 Regufoam vibration 57 plus 2.8 Vibration Isolation 2.5 Influence of Amplitude Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 57 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 57 plus on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Dynamic range Optimum load range.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Change of dynamic stiffness [] Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of, dimensions of the specimens 3 mm x 3 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of, dimensions of the specimens 3 mm x 3 mm x 25 mm. Difference in natural frequency [] Regufoam 57, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 68 plus 2.9 Standard forms of delivery, ex warehouse Plates Thickness: 12 and 25 mm, special thicknesses on request Length: 1,5 mm, special lengths available Width: 1, mm Stripping/smaller sizes On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.45 Continuous and variable loads/operating load range to.62 Peak loads (rare, short-term loads) up to 5 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 2. - 2.9 6.8-1..12 6.2 3.6 23 18.5 B2 E.6.7 84 58 44 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 68, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 68 plus 2.9 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regufoam 68, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 68 plus Regufoam vibration 68 plus 2.9 2.9 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Deflection [ of thickness] Static Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 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. Dimensions of specimens 3 mm x 3 mm x 5 mm Exclusion of Liability Dynamic stiffness [N/mm 3 ] Static Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regufoam 57, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 68 plus 2.9 Regufoam vibration 68 plus 2.9 Vibration Isolation 2.5 Influence of Amplitude Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 68 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 68 plus on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Dynamic range Optimum load range.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Change of dynamic stiffness [] Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.45, dimensions of the specimens 3 mm x 3 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.45, dimensions of the specimens 3 mm x 3 mm x 25 mm. Difference in natural frequency [] Regufoam 68, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 74 plus 2.1 Standard forms of delivery, ex warehouse Plates Thickness: 12 and 25 mm, special thicknesses on request Length: 1,5 mm, special lengths available Width: 1, mm Stripping/smaller sizes On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.6 Continuous and variable loads/operating load range to.85 Peak loads (rare, short-term loads) up to 6 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 4.3-5.9 7.9-13..11 4.8 4. 21 19. B2 E.6.7 15 59 39 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 74, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 74 plus 2.1 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 25 mm x 25 mm. Optimum load range Regufoam 74, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 74 plus Regufoam vibration 74 plus 2.1 2.1 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Static Deflection [ of thickness] Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 25 mm x 25 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. Dimensions of specimens 25 mm x 25 mm x 5 mm Exclusion of Liability Dynamic stiffness [N/mm 3 ] Static Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ±.25 mm. Dimensions of specimens 25 mm x 25 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regufoam 74, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 74 plus 2.1 Regufoam vibration 74 plus 2.1 Vibration Isolation 2.5 Influence of Amplitude Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 74 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 74 plus on a rigid base. Dimensions of test specimens 25 mm x 25 mm. Dynamic range Optimum load range.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Change of dynamic stiffness [] Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.6, dimensions of the specimens 25 mm x 25 mm x 5 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.6, dimensions of the specimens 25 mm x 25 mm x 5 mm. Difference in natural frequency [] Regufoam 74, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 81 plus 2.11 Standard forms of delivery, ex warehouse Plates Thickness: 12 and 25 mm, special thicknesses on request Length: 1,5 mm, special lengths available Width: 1, mm Stripping/smaller sizes On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.85 Continuous and variable loads/operating load range to 1.2 Peak loads (rare, short-term loads) up to 7 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 5.8-7.2 11. - 16.5.1 7.9 4.6 23 2. B2 E.6.75 1241 58 35 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 81, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 81 plus 2.11 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 25 mm x 25 mm. Optimum load range Regufoam 81, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 81 plus Regufoam vibration 81 plus 2.11 2.11 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Static Deflection [ of thickness] Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.1 mm. Dimensions of specimens 25 mm x 25 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. Dimensions of specimens 25 mm x 25 mm x 5 mm Exclusion of Liability Dynamic stiffness [N/mm 3 ] Static Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ±.1 mm. Dimensions of specimens 25 mm x 25 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regufoam 81, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 81 plus 2.11 Regufoam vibration 81 plus 2.11 Vibration Isolation 2.5 Influence of Amplitude Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 81 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 81 plus on a rigid base. Dimensions of test specimens 25 mm x 25 mm. Dynamic range Optimum load range.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Change of dynamic stiffness [] Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.85, dimensions of the specimens 25 mm x 25 mm x 25 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.85, dimensions of the specimens 25 mm x 25 mm x 25 mm. Difference in natural frequency [] Regufoam 81, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 99 plus 2.12 Standard forms of delivery, ex warehouse Plates Thickness: 12 and 25 mm, special thicknesses on request Length: 1,5 mm, special lengths available Width: 1, mm Stripping/smaller sizes On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load 2.5 Continuous and variable loads/operating load range to 3.5 Peak loads (rare, short-term loads) up to 8. 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 2. - 78. 41. - 16..9 8.6 6.9 19 34.5 B2 E.5.6 364 55 2 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 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 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Regufoam 99, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 99 plus 2.12 2.5 Load Ranges 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus.85.6.45.22.11.55.42.28.18.11 Permanent load in 2.5.85.6.45.22.11.55.42.28.18.11 Load Deflection Regufoam vibration 15 19 22 27 3 4 51 57 68 74 81 99 Regufoam type designation Deflection [mm] static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocity of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 125 mm x 125 mm. optimum load range Regufoam 99, Version 1, Release 3 213, sheet 1 of 2
Regufoam vibration 99 plus Regufoam vibration 99 plus 2.12 2.12 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Deflection [ of thickness] Static Dynamic Stiffness Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.1 mm. Dimensions of specimens 125 mm x 125 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. Dimensions of specimens 125 mm x 125 mm x 5 mm Dynamic stiffness [N/mm 3 ] Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Static Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load an and amplitude of ±.1 mm. Dimensions of specimens 125 mm x 125 mm x 25 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Regufoam 99, Version 1, Release 3 213, sheet 2 of 2
Regufoam vibration 99 plus 2.12 Regufoam vibration 99 plus 2.12 Vibration Isolation Natural Frequency Disturbing frequency [Hz] Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regufoam vibration 99 plus. Parameter: power transmission (insertion loss) in db, isolation factor in. Static load range Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regufoam vibration 99 plus on a rigid base. Dimensions of test specimens 125 mm x 125 mm. Dynamic range Optimum load range 2.5.85.6.45.22.11.55.42.28.18.11 15 plus 19 plus 22 plus 27 plus 3 plus 4 plus 51 plus 57 plus 68 plus 74 plus 81 plus 99 plus Influence of Amplitude In order to get information of changes in mechanical loss or dynamic stiffness due to changes in amplitudes please ask technical staff of BSW. Regufoam 99, Version 1, Release 3 213, sheet 2 of 2
3 on your wavelength Regupol Vibration Isolation Technical Details Regupol in: Palaisquartier Frankfurt, Imtech Arena Hamburg, Mainova Headoffice Frankfurt Cover Rp, Version 1, Release 3 213, sheet 1 of 1
Regupol Downloads 3 www.bswvibration-technology. com All Tools for the Download You will find all documents and information which you need for making a decision, for calculation as well as the installation and application of the BSW vibration technology products, at www. bsw-vibration-technology.com. In a matter of seconds you can download technical datasheets, certificates and installation instructions, all in the required file formats. Up to date information is provided on our website and in the PDF versions of this catalogue. The PDF versions are available for download on our website. The website www.bsw-vibration-technology.com serves mainly as a planning basis for architectural acoustics and construction engineers. You must register to use the technical documents. BSW will send you your user name and password right away. Since being put up in January 21, this website already has several hundred registered users. Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Cover Rp, Version 1, Release 3 213, sheet 1 of 1
Regupol vibration 2 3.1 Standard forms of delivery, ex warehouse Rolls Thickness: 17 mm, dimpled Length: 1, mm, special lengths available Width: 1,25 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.2 Continuous and variable loads/operating load range.5 1.5 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 EN 826 DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494.2 -.8.5 -.38.22 3.1.12 4 1. B2 E.7.8 14 14 73 N/mm kpa Tangential modulus, see figure Modulus of elasticity Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 deformation / 23 C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 deformation dependent on thickness, test specimen h = 25 mm dependent on thickness, test specimen h = 25 mm.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Regupol 2, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 2 3.1 Load Ranges 1.5 Regupol vibration.8 Permanent load in 1.5.15.12.1 2 3 4 45 48 55 8 1.8.15.12.1.5.2 Load Deflection Pressure [].5.2 2 3 4 45 48 55 8 1 Regupol type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocitiy of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regupol 2, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 2 Regupol vibration 2 3.1 3.1 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Deflection [ of thickness] Static Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 34 mm; static modulus of elasticity as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Prüfkörpergröße Dimensions of specimens 3 mm x 3 3 mm mm x x 3 5 mm x 51 mm Dynamic Stiffness Dynamic stiffness [N/mm 3 ] Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 34 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Static Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Regupol 2, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 2 3.1 Regupol vibration 2 3.1 Vibration Isolation Influence of Amplitude Disturbing frequency [Hz] 1.5 Natural Frequency Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regupol vibration 2. Parameter: power transmission (insertion loss) in db, isolation factor in. Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regupol vibration 2 on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Optimum load range.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Change of mechanical loss factor [] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.11, dimensions of the specimens 3 mm x 3 mm x 51 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.11, dimensions of the specimens 3 mm x 3 mm x 51 mm. Regupol 2, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 3 3.2 Standard forms of delivery, ex warehouse Rolls Thickness: 17 mm, dimpled Length: 1, mm, special lengths available Width: 1,25 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.5 Continuous and variable loads/operating load range.8 Static modulus of elasticity EN 826.1 -.2 Tangential modulus, see figure Modulus of elasticity 1.5 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 Ozone resistance DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 DIN EN ISO 1725.2-1.4.18 1.6 55 2.1 B2 E.7.8 5 1 73 Cracking stage N/mm kpa Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 deformation / 23 C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 deformation test specimen h = 51 mm dependent on thickness, test specimen h = 51 mm dependent on thickness, test specimen h = 51 mm.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Regupol 3, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 3 3.2 Load Ranges 1.5 Regupol vibration.8 Permanent load in 1.5.15.12.1 2 3 4 45 48 55 8 1.8.15.12.1.5.2 Load Deflection Pressure [].5.2 2 3 4 45 48 55 8 1 Regupol type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocitiy of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regupol 3, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 3 Regupol vibration 3 3.2 3.2 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Deflection [ of thickness] Static Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 34 mm; static modulus of elasticity as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Prüfkörpergröße Dimensions of specimens 3 mm x 3 3 mm mm x x 3 5 mm x 51 mm Dynamic Stiffness Dynamic stiffness [N/mm 3 ] Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 34 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Static Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Regupol 3, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 3 3.2 Regupol vibration 3 3.2 Vibration Isolation Influence of Amplitude Disturbing frequency [Hz] 1.5 Natural Frequency Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regupol vibration 3. Parameter: power transmission (insertion loss) in db, isolation factor in. Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regupol vibration 3 on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Optimum load range.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.5, dimensions of the specimens 3 mm x 3 mm x 51 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.5, dimensions of the specimens 3 mm x 3 mm x 51 mm. Regupol 3, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 4 3.3 Standard forms of delivery, ex warehouse Rolls Thickness: 15 mm, dimpled Length: 1, mm, special lengths available Width: 1,25 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.1 Continuous and variable loads/operating load range.15 Static modulus of elasticity EN 826.3 -.55 Tangential modulus, see figure Modulus of elasticity 1.5 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 Ozone resistance DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 DIN EN ISO 1725.9-2.4.17 2.1.34 55 3.2 B2 E.7.8 18 22 73 Cracking stage N/mm kpa Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 deformation / 23 C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 deformation test specimen h = 6 mm dependent on thickness, test specimen h = 6 mm dependent on thickness, test specimen h = 6 mm.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Regupol 4, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 4 3.3 Load Ranges 1.5 Regupol vibration.8 Permanent load in 1.5.15.12.1 2 3 4 45 48 55 8 1.8.15.12.1.5.2 Load Deflection Pressure [].5.2 2 3 4 45 48 55 8 1 Regupol type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocitiy of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regupol 4, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 4 Regupol vibration 4 3.3 3.3 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Deflection [ of thickness] Static Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 45 mm; static modulus of elasticity as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Prüfkörpergröße Dimensions of specimens 3 mm x 3 3 mm mm x x 3 5 mm x 6 mm Dynamic Stiffness Exclusion of Liability Dynamic stiffness [N/mm 3 ] Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 45 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Static Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Regupol 4, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 4 3.3 Regupol vibration 4 3.3 Vibration Isolation Influence of Amplitude Disturbing frequency [Hz] 1.5 Natural Frequency Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regupol vibration 4. Parameter: power transmission (insertion loss) in db, isolation factor in. Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regupol vibration 4 on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Optimum load range.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.1, dimensions of the specimens 3 mm x 3 mm x 6 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.1, dimensions of the specimens 3 mm x 3 mm x 6 mm. Regupol 4, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 45 3.4 Standard forms of delivery, ex warehouse Plates Thickness: 5 mm, special thickness available Length: 1, mm Width: 5 mm Continuous static load.12 Continuous and variable loads/operating load range.18 Static modulus of elasticity EN 826.2 -.4 Tangential modulus, see figure Modulus of elasticity 1.5 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 Ozone resistance DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 DIN EN ISO 1725.45-2.7.2 4.1.15 4 1.9 B2 E.5.6 83 42.7 74 Cracking stage N/mm kpa Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 deformation / 23 C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 deformation test specimen h = 5 mm dependent on thickness, test specimen h = 5 mm dependent on thickness, test specimen h = 5 mm.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Regupol 45, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 45 3.4 Load Ranges 1.5 Regupol vibration.8 Permanent load in 1.5.15.12.1 2 3 4 45 48 55 8 1.8.15.12.1.5.2 Load Deflection Pressure [].5.2 2 3 4 45 48 55 8 1 Regupol type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocitiy of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Regupol 45, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 45 Regupol vibration 45 3.4 3.4 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Deflection [ of thickness] Static Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 5 mm; static modulus of elasticity as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Prüfkörpergröße Dimensions of specimens 3 mm x 3 3 mm mm x x 3 5 mm x 5 mm Dynamic Stiffness Exclusion of Liability Dynamic stiffness [N/mm 3 ] Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 5 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Static Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Regupol 45, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 45 3.4 Regupol vibration 45 3.4 Vibration Isolation Influence of Amplitude Disturbing frequency [Hz] 1.5 Natural Frequency Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regupol vibration 45. Parameter: power transmission (insertion loss) in db, isolation factor in. Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regupol vibration 45 on a rigid base. Dimensions of test specimens 3 mm x 3 mm..8.15.12.1.5.2 2 3 4 45 48 55 8 1 Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.1, dimensions of the specimens 3 mm x 3 mm x 5 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.1, dimensions of the specimens 3 mm x 3 mm x 5 mm. Regupol 45, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 48 3.5 Standard forms of delivery, ex warehouse Rolls Thickness: 15 mm Length: 1, mm, special length available Width: 1,25 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.15 Continuous and variable loads/operating load range.25 Static modulus of elasticity EN 826.25 -.8 Tangential modulus, see figure Modulus of elasticity 1.5 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 Ozone resistance DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 DIN EN ISO 1725 1.2-3.3.17 3..36 55 4.5 B2 E.7.8 22 31 72 Cracking stage N/mm kpa Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 deformation / 23 C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 deformation test specimen h = 6 mm dependent on thickness, test specimen h = 6 mm dependent on thickness, test specimen h = 6 mm.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Regupol 48, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 48 3.5 Load Ranges 1.5 Regupol vibration.8 Permanent load in 1.5.15.12.1 2 3 4 45 48 55 8 1.8.15.12.1.5.2 Load Deflection Pressure [].5.2 2 3 4 45 48 55 8 1 Regupol type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocitiy of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regupol 48, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 48 Regupol vibration 48 3.5 3.5 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Deflection [ of thickness] Static Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 45 mm; static modulus of elasticity as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Prüfkörpergröße Dimensions of specimens 3 mm x 3 3 mm mm x x 3 5 mm x 6 mm Dynamic Stiffness Exclusion of Liability Dynamic stiffness [N/mm 3 ] Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 45 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Static Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Regupol 48, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 48 3.5 Regupol vibration 48 3.5 Vibration Isolation Influence of Amplitude Disturbing frequency [Hz] 1.5 Natural Frequency Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regupol vibration 48. Parameter: power transmission (insertion loss) in db, isolation factor in. Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regupol vibration 48 on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Optimum load range.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.1, dimensions of the specimens 3 mm x 3 mm x 6 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.1, dimensions of the specimens 3 mm x 3 mm x 6 mm. Regupol 48, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 55 3.6 Standard forms of delivery, ex warehouse Rolls Thickness: 15 mm Length: 1, mm, special length available Width: 1,25 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load Continuous and variable loads/operating load range.4 Static modulus of elasticity EN 826.5-1.7 Tangential modulus, see figure Modulus of elasticity 1.5 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 Ozone resistance DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 DIN EN ISO 1725 2.5-7..16 3.4.6 65 5. B2 E.7.8 415 36 65 Cracking stage N/mm kpa Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 deformation / 23 C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 deformation test specimen h = 6 mm dependent on thickness, test specimen h = 6 mm dependent on thickness, test specimen h = 6 mm.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Regupol 55, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 55 3.6 Load Ranges 1.5 Regupol vibration.8 Permanent load in 1.5.15.12.1 2 3 4 45 48 55 8 1.8.15.12.1.5.2 Load Deflection Pressure [].5.2 2 3 4 45 48 55 8 1 Regupol type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocitiy of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 3 mm x 3 mm. Optimum load range Regupol 55, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 55 Regupol vibration 55 3.6 3.6 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Deflection [ of thickness] Static Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 45 mm; static modulus of elasticity as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Prüfkörpergröße Dimensions of specimens 3 mm x 3 3 mm mm x x 3 5 mm x 6 mm Dynamic Stiffness Exclusion of Liability Dynamic stiffness [N/mm 3 ] Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Static Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 3 mm x 3 mm x 45 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regupol 55, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 55 3.6 Regupol vibration 55 3.6 Vibration Isolation Influence of Amplitude Disturbing frequency [Hz] 1.5 Natural Frequency Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regupol vibration 55. Parameter: power transmission (insertion loss) in db, isolation factor in. Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regupol vibration 55 on a rigid base. Dimensions of test specimens 3 mm x 3 mm. Optimum load range.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.25, dimensions of the specimens 3 mm x 3 mm x 6 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.25, dimensions of the specimens 3 mm x 3 mm x 6 mm. Regupol 55, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 8 3.7 Standard forms of delivery, ex warehouse Rolls Thickness: 1 mm Length: 8, mm, special length available Width: 1,25 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load.8 Continuous and variable loads/operating load range 1. Static modulus of elasticity EN 826 1.2-2.9 Tangential modulus, see figure Modulus of elasticity 1.5 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 Ozone resistance DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 DIN EN ISO 1725 3.6-18.2.18 3.7.9 7 8. B2 E.7.8 545 3 61 Cracking stage N/mm kpa Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 deformation / 23 C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 deformation test specimen h = 6 mm dependent on thickness, test specimen h = 6 mm dependent on thickness, test specimen h = 6 mm.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Regupol 8, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 8 3.7 Load Ranges 1.5 Regupol vibration.8 Permanent load in 1.5.15.12.1 2 3 4 45 48 55 8 1.8.15.12.1.5.2 Load Deflection Pressure [].5.2 2 3 4 45 48 55 8 1 Regupol type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocitiy of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 25 mm x 25 mm. Optimum load range Regupol 8, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 8 Regupol vibration 8 3.7 3.7 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Deflection [ of thickness] Static Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 25 mm x 25 mm x 4 mm; static modulus of elasticity as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Prüfkörpergröße Dimensions of specimens 3 mm x 25 3 mm mm x x 25 mm x 6 mm Dynamic Stiffness Exclusion of Liability Dynamic stiffness [N/mm 3 ] Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 25 mm x 25 mm x 4 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Static Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Regupol 8, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 8 3.7 Regupol vibration 8 3.7 Vibration Isolation Influence of Amplitude Disturbing frequency [Hz] 1.5 Natural Frequency Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regupol vibration 8. Parameter: power transmission (insertion loss) in db, isolation factor in. Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regupol vibration 8 on a rigid base. Dimensions of test specimens 25 mm x 25 mm. Optimum load range.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of.8, dimensions of the specimens 25 mm x 25 mm x 6 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of.8, dimensions of the specimens 25 mm x 25 mm x 6 mm. Regupol 8, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 1 3.8 Standard forms of delivery, ex warehouse Rolls Thickness: 1 mm Length: 8, mm, special length available Width: 1,25 mm Stripping/Plates On request Die-cutting, water-jet cutting, self-adhesive versions possible Continuous static load 1.5 Continuous and variable loads/operating load range 1.75 Static modulus of elasticity EN 826 4. - 11. Tangential modulus, see figure Modulus of elasticity 1.5 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 Ozone resistance DIN 53513 DIN 53513 DIN EN ISO 1856 DIN EN ISO 1798 DIN EN ISO 1798 DIN ISO 34-1 DIN 412 DIN EN 1351 BSW-laboratory BSW-laboratory DIN EN ISO 3386-2 DIN EN ISO 837 DIN EN 1494 DIN EN ISO 1725 15. - 45..16 4.9 2.3 11 15. B2 E.6.7 165 37 45 Cracking stage N/mm kpa Depending on frequency, load and thickness, see figure dynamic stiffness Load-, amplitude- and frequency-dependent Measured 3 minutes after decompression with 5 deformation / 23 C after 72 hrs Normal flammability Steel (dry) Concrete (dry) Compressive stress at 25 deformation test specimen h = 6 mm dependent on thickness, test specimen h = 6 mm dependent on thickness, test specimen h = 6 mm.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Regupol 1, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 1 3.8 Load Ranges 1.5 Regupol vibration.8 Permanent load in 1.5.15.12.1 2 3 4 45 48 55 8 1.8.15.12.1.5.2 Load Deflection Pressure [].5.2 2 3 4 45 48 55 8 1 Regupol type designation Deflection [mm] Static load range Examination of deflection in accordance to DIN EN 826 between two stiff panels. Illustration based on the third loading. Velocitiy of loading and unloading 2 seconds. Tested at room temperature. Dimensions of test specimens 2 mm x 2 mm. Optimum load range Regupol 1, Version 1, Release 3 213, sheet 1 of 2
Regupol vibration 1 Regupol vibration 1 3.8 3.8 Modulus of Elasticity Long-Term Creep Test Modulus of elasticity [N/mm 2 ] Deflection [ of thickness] Static Illustration of the dynamic modulus of elasticity for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 2 mm x 2 mm x 4 mm; static modulus of elasticity as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Prüfkörpergröße Dimensions of specimens 3 mm x 2 3 mm mm x x 2 5 mm x 6 mm Dynamic Stiffness Exclusion of Liability Dynamic stiffness [N/mm 3 ] Dynamic stiffness [MN/m 3 ] 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. Guarantees do only apply to the technical properties of the material supplied. All given values are approximate values. Static Contact: Steffen Blecher, Phone: +49 2751 83-126 s.blecher@berleburger.de; Florian Sassmannshausen, Phone: +49 2751 83-23 f.sassmannshausen@berleburger.de Downloads at www.bsw-vibration-technology.com Illustration of the dynamic stiffness for sinusoidal excitation at a constant mean load and an amplitude of ±.25 mm. Dimensions of specimens 2 mm x 2 mm x 4 mm; static stiffness as a result of the tangent modulus of the spring characteristic. Tested in accordance with DIN 53513. Regupol 1, Version 1, Release 3 213, sheet 2 of 2
Regupol vibration 1 3.8 Regupol vibration 1 3.8 Vibration Isolation Influence of Amplitude Disturbing frequency [Hz] Natural Frequency Natural frequency [Hz] Illustration of the isolation efficiency of a single-degree-of-freedom system (SDOF system) on a rigid base with Regupol vibration 1. Parameter: power transmission (insertion loss) in db, isolation factor in. Natural frequency [Hz] Natural frequency of a single-degree-of-freedom system (SDOF system) considering the dynamic stiffness of Regupol vibration 1 on a rigid base. Dimensions of test specimens 2 mm x 2 mm. Optimum load range 1.5.8.15.12.1.5.2 2 3 4 45 48 55 8 1 Change of mechanical loss factor [] Amplitude [µm] Change of the dynamic stiffness due to changes in amplitudes. Average for 5 Hz, 1 Hz and 4 Hz excitation. Sinusoidal excitation at a constant mean load of 1.5, dimensions of the specimens 2 mm x 2 mm x 6 mm. Natural frequency of a single-degree-of-freedom system (SDOF system) on a rigid base. Amplitude [µm] Change ot the mechanical loss factor due to changes in amplitudes. Sinusoidal excitation at a constant mean load of 1.5, dimensions of the specimens 2 mm x 2 mm x 6 mm. Regupol 1, Version 1, Release 3 213, sheet 2 of 2
BSW Berleburger Schaumstoffwerk GmbH Am Hilgenacker 24 57319 Bad Berleburg Germany Phone +49 2751 83- Fax +49 2751 83-19 info@berleburger.de www.bsw-vibration-technology.com Up to date information is provided on our website and in the PDF versions of this catalogue. The PDF versions are available for download on our website. Our valid general terms and conditions are provided on our website. Your Contact Person Merford Acoustic Materials Tel +31 ()183 675 info@merford.nl www.merford.com BSW KSCHWTD GB 7213 Printed July 213