JPS62502854A - Compositions based on bitumen and elastomers and their use for vibration protection - Google Patents
Compositions based on bitumen and elastomers and their use for vibration protectionInfo
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- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L95/00—Compositions of bituminous materials, e.g. asphalt, tar, pitch
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Abstract
(57)【要約】本公報は電子出願前の出願データであるため要約のデータは記録されません。 (57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】 ビチューメンとエラストマとに基づく組成物並びに振動防止のためのその使用 本発明は、ビチューメンとエラストマとに基づく撮動防止用の組成物、およびこ の組成物の製造方法、並びに消音構造体におけるその使用に関するものである。[Detailed description of the invention] Compositions based on bitumen and elastomers and their use for vibration protection The present invention relates to a composition for anti-photography based on bitumen and elastomer, and and its use in sound-absorbing structures.
重合体は、ビチューメン中に溶解させ或いは分散させてその物理的性質をたとえ ば振動防止に使用するのに適するよう改質しうろことが知られている。フランス 特許第7418124号公報は、主としてビチューメンとポリスチレンと鉱物充 填剤とよりなり粘弾性防振材として使用される防音材を開示している。Polymers can be dissolved or dispersed in bitumen to simulate their physical properties. For example, it is known that the filter has been modified to be suitable for use in vibration prevention. France Patent No. 7418124 mainly uses bitumen, polystyrene, and mineral filling. The present invention discloses a soundproofing material which is composed of a filler and is used as a viscoelastic vibration damping material.
粘弾性防振組成物は、単純なまたは応力をかけた被覆材として使用することがで きる。Viscoelastic vibration damping compositions can be used as simple or stressed coatings. Wear.
単純な被覆材の場合には、粘弾性材料の層を構造体の表面全体に分配してそこに 強力に結合させる。構造体が曲げにより変°形すると、粘弾性材料に引張り応力 がかかると共に負荷エネルギの1部が消失し、その最大の消失は粘弾性層が薄く かつ高い固有係数と高いヤング率とを有する場合に得られる。In the case of simple cladding, a layer of viscoelastic material is distributed over the entire surface of the structure. Combine strongly. When a structure is deformed by bending, tensile stress is generated in the viscoelastic material. As the viscoelastic layer becomes thinner, a part of the load energy is dissipated. It is obtained when it has a high characteristic coefficient and a high Young's modulus.
応力のかかった、すなわち「サンドイッチ」被覆材の場合には、粘弾性層を鋼材 もしくはアルミニウムなどの2つの弾性層の間に介装する。構造体が曲げにより 変形すると、粘弾性材料には強力な剪断応力がかかる。サンドイッチの寸法を最 適化しかつ高い固有減衰係数と106〜108N/m2のヤング率とを有する粘 弾性材を使用することにより、良好な防振が達成される。In the case of stressed or “sandwich” cladding, the viscoelastic layer is Alternatively, it is interposed between two elastic layers such as aluminum. Due to bending of the structure When deformed, viscoelastic materials are subjected to strong shear stresses. Maximum sandwich dimensions Viscous material with optimized and high specific damping coefficient and Young's modulus of 106-108 N/m2 Good vibration isolation is achieved by using elastic materials.
振動防止用に使用される粘弾性材の重要な要件は、これらが良好な機械的耐性、 すなわち高い捩り弾性率および高い損失角を持たねばならないことである。さら に、たとえば鋼板またはアルミニウム薄膜などの弾性保護層(応力層として知ら れる)により1表面が覆われた粘弾性材の防振シートから振動防止用に従来使用 されているビチューメンと重合体との組成物は狭い温度範囲にてi好な機械特性 と防振特性とを示すが、これらの特性はこれら材料につき高度に温度依存性であ ることが判明した。An important requirement for viscoelastic materials used for vibration protection is that they have good mechanical resistance, That is, it must have a high torsional modulus and a high loss angle. Sara an elastic protective layer (known as a stress layer), for example a steel plate or a thin aluminum film. Traditionally used for vibration prevention from a vibration isolating sheet made of viscoelastic material whose surface is covered with The bitumen-polymer composition has good mechanical properties over a narrow temperature range. and anti-vibration properties, but these properties are highly temperature dependent for these materials. It turned out that.
今回、高針入指数のビチューメンとして知られた特殊なビチューメンとエラスト マ重合体とからなるエラストマ性ビチューメン組成物を振動防止用に使用すれば 、機械特性と防振゛特性とが良好となりかつ温度により殆んど変化を示さないこ とが、突き止められた。This time, we will introduce a special bitumen known as high penetration index bitumen and elastane. If an elastomeric bitumen composition consisting of a polymer is used for vibration prevention, , the mechanical properties and anti-vibration properties are good and show almost no change due to temperature. But it was discovered.
したがって、本発明によれば、70〜95重量%の高針入指数のビチューメン( この指数の数値は+1〜+7である)と5〜30重量%のエラストマ重合体とか らなるエラストマ性ビチューメン組成物が提供される。According to the invention, therefore, 70-95% by weight of high penetration index bitumen ( The value of this index is +1 to +7) and 5 to 30% by weight of elastomer polymer. An elastomeric bitumen composition is provided.
ざらに、本発明は、この種の生産物の製造方法、並びに消音構造体におけるこの 組成物の使用に関するものである。In general, the present invention relates to a method for producing a product of this type, as well as to its use in a sound-dampening structure. It relates to the use of the composition.
ビチューメンの針入指数は、種々の温度にてビチューメンの針入値を測定して知 ることができる。これはビチューメンの感温性の関数である。何故なら、これは 温度の対数に関し針入の対数曲線の特徴を有するからである。その数値は次式に よって示される: 1oc+p1 1o P−1x1升」ユT1−T2 50 10+PI 本発明で使用する高針入指数のビチューメンは、原油の大気圧蒸溜で得られる残 留物または原油の減圧蒸溜残留物或いはこれら2種の残留物の混合物を触媒の存 在下で酸化して得ることができる。好ましくは、高針入指数のビチューメンは2 5℃にて100〜250x 1/10mm1より好ましくは140〜200X 1/10mmの針入度を有する。この種のビチューメンは、フランス特許第12 64615@公報に記載された方法にしたがって製造することができる 好ましくは、エラストマ重合体はエラストマブロック共重合体でおり、より好ま しくはスチレンと共役ジエンとで構成される。特に好適なエラストマ重合体はス チレン/ブタジェン/スチレンブロック共重合体であり、枝分れ型の重合体が特 に好適である。The penetration index of bitumen is determined by measuring the penetration value of bitumen at various temperatures. can be done. This is a function of the temperature sensitivity of the bitumen. Because this is This is because it has the characteristics of a logarithmic curve of penetration with respect to the logarithm of temperature. The value is given by the following formula Thus it is shown: 1oc+p1 1o P-1x1 sho" YuT1-T2 50 10+PI The high penetration index bitumen used in the present invention is the residue obtained from atmospheric distillation of crude oil. distillate or vacuum distillation residue of crude oil or a mixture of these two residues in the presence of a catalyst. It can be obtained by oxidation in the presence of Preferably, the bitumen with a high penetration index is 2 100-250x at 5℃, preferably 140-200x 1/10mm1 It has a penetration of 1/10mm. This kind of bitumen is covered by French patent no. It can be manufactured according to the method described in 64615@publication. Preferably, the elastomeric polymer is an elastomeric block copolymer, more preferably an elastomeric block copolymer. Alternatively, it is composed of styrene and a conjugated diene. Particularly suitable elastomeric polymers are It is a tyrene/butadiene/styrene block copolymer, and the branched type polymer is particularly suitable for
特に、単純な防振技術に使用する場合、組成物は重量で少量の充填剤を含有する こともできる。このようにして、混合物中へ層状雲母(バーミキュライト)型の 充填剤を炭酸カルシウム(球状充填剤)と共に導入して、防振材の捩り剛性率を 向上させ、しかもビチューメン/重合体組成物の固有防振特性に有害な作用を与 えないようにすることができる。In particular, when used in simple anti-vibration technology, the composition contains a small amount of filler by weight. You can also do that. In this way, the layered mica (vermiculite) type is introduced into the mixture. Introducing fillers together with calcium carbonate (spherical filler) increases the torsional rigidity of the vibration damping material. improve the inherent anti-vibration properties of the bitumen/polymer composition without having a detrimental effect. You can prevent it from happening.
本発明による組成物は、重合体を高針入指数のビチューメンに180〜250℃ の範囲の温度、好ましくはできるだけ200℃に近いがこれを越えないような温 度にて溶解させもしくは分散させて複合体の品質の劣化を防止することにより作 成することができる。典型的に使用する混合時間は1〜3時間、好ましくは2時 間程度である。The composition according to the invention is made by applying the polymer to high penetration index bitumen at 180-250°C. preferably as close to, but not exceeding, 200°C. It is made by dissolving or dispersing at a certain temperature to prevent deterioration of the quality of the composite. can be achieved. Typically used mixing times are 1-3 hours, preferably 2 hours. It is about between 1 and 2.
このように作成した混合物の圧縮度はカレンダリング処理によって増大させうる が、この混合物のプレートを応力層へ直接に注型して複合体を形成させることも できる。応力減衰技術にしたがって混合物を使用すれば、複合体生産物は、応力 層として知られた保護層により1表面が覆われかつ地表面が離型紙或いは両面接 着紙によって覆われたエラストマ性ビチューメン組成物の防振シートとして得ら れ、両面接着紙は防振すべき金属構造体に対する複合体の付着を容易化させるが 、これはビチューメン/エラストマ重合体混合物がそれ自身で粘着性であるため 必須でない。さらに、離型紙はたとえ゛ばポリエチレンフィルムのような熱可塑 性フィルムによって代プすることもでき、これは粘着性の排除によって材料の積 層お−よび剥離を容易化させる。The degree of compaction of mixtures thus created can be increased by calendering. However, plates of this mixture can also be cast directly onto the stress layer to form a composite. can. If the mixture is used according to the stress damping technique, the composite product will have a stress One surface is covered with a protective layer known as a layer, and the ground surface is covered with release paper or double-sided coating. Obtained as an anti-vibration sheet of elastomeric bituminous composition covered with paper However, double-sided adhesive paper facilitates the adhesion of the composite to the metal structure to be vibration-isolated. , this is because the bitumen/elastomer polymer mixture is sticky by itself. Not required. Furthermore, the release paper is made of thermoplastic material such as polyethylene film. It can also be replaced by a adhesive film, which reduces the buildup of the material by eliminating tackiness. Facilitates layering and peeling.
以下の実施例は、本発明による組成物の広い温度範囲にわたる機械的性質の性能 向上を、同じ重合体を使用するが使用ビチューメンが高針入指数でないようなど チューメン/重合体混合物と比較して示している。The following examples demonstrate the performance of mechanical properties over a wide temperature range of compositions according to the invention. Improvements, such as using the same polymer but using bitumen that does not have a high penetration index. A comparison is shown with a tumene/polymer mixture.
エン/スチレンブロック共重合体との混合物を作成した。A mixture with an ene/styrene block copolymer was prepared.
HPIビチューメンは、原油の大気圧蒸溜によって得られた残留物とこの原油の 減圧蒸溜によって得られた残留物との50 : 50混合物を容@ tskgの 吹込塔中へ240℃の温度にて供給しかつ吹込塔中へ毎時、!110jの量にて 3時間10分にわたり空気を注入することにより残留物の全量に対し2.5〜3 重量%の量のオルト燐酸型の酸触媒の存在下で前記混合物を酸化することにより 作成した。酸化前における残留物の混合物の針入度は、25℃にて約400x 1/10mmであった。HPI bitumen is made from the residue obtained by atmospheric distillation of crude oil and this crude oil. A 50:50 mixture with the residue obtained by vacuum distillation with a volume of tskg into the blowing tower at a temperature of 240° C. and into the blowing tower every hour! In the amount of 110j By injecting air for 3 hours and 10 minutes, 2.5 to 3 By oxidizing said mixture in the presence of an acid catalyst of the orthophosphoric acid type in an amount of % by weight Created. The penetration of the residue mixture before oxidation is approximately 400x at 25°C. It was 1/10 mm.
酸化の後、25°Cにて190x 1/10mmの針入度と57℃の軟化点とを 有する高針入指数のビチューメンが得られた。このビチューメンの針入値を種々 の温度で測定してビチューメンの針入指数は+1.6であることが判明し、これ は温度変化に対し低い感受性を有するビチューメンの特徴である。After oxidation, at 25°C with a penetration of 190x 1/10 mm and a softening point of 57°C. A bitumen with a high penetration index was obtained. Various penetration values of this bitumen The penetration index of bitumen was found to be +1.6 when measured at a temperature of is a characteristic of bitumen that has low sensitivity to temperature changes.
このようにして得られた高針入指数のビチューメンを200°Cにてスチレン/ ブタジェン/スチレンブロック共重合体と92: 8の比にて2時間かけて混合 した。The thus obtained bitumen with a high penetration index was heated to 200°C with styrene/ Mixed with butadiene/styrene block copolymer at a ratio of 92:8 for 2 hours. did.
使用したスチレン/ブタジェン/スチレンブロック共重合体は一シェル・ヒミー により市販され(TR1184) 、かつ次の特性を有する: スチレン:ブタジェンの重量比 70 : 30密度 0.94 流動計数rGJ Q/10m1n 、200℃ 1にて5k(1(ASTM D 1238−65T)トルエン中25%溶液の粘度 20,0OOCp (セン チポアーズ)30’Cにお【プる硬度(ショア)75破断耐性N / Cm22 70 破断伸び率% (トルエン中の重合体の溶液を蒸発させた後 820に得られたフィルムについ て測定) 最終的なビチューメン/重合体組成物は125°Cの軟化点と60x 1/10 mmの針入度とを有した。The styrene/butadiene/styrene block copolymer used was one shell hymie. (TR1184) and has the following properties: Styrene:butadiene weight ratio 70:30 Density 0.94 Flow rate rGJ Q/10m1n, 5k at 200℃ 1 (ASTM D 1238-65T) Viscosity of 25% solution in toluene 20,0OOCp (sen Chipoise) 30’C hardness (shore) 75 breakage resistance N/Cm22 70 Breaking elongation% (For the film obtained at 820 after evaporating the solution of the polymer in toluene) measurement) The final bitumen/polymer composition has a softening point of 125°C and 60x 1/10 It had a penetration depth of mm.
この最終的なビチューメン/重合体組成物を、防振すべき構造体となる厚さ1m mの鋼板に対しビチューメン/@合体の粘弾性組成物の厚さが1.5mmとなる ように流延して応力被覆を形成させた。次いで、厚さ0.6mmの鋼材応力層を 粘弾性層に接着して複合体を完成させた。This final bitumen/polymer composition is then deposited to a thickness of 1 m, which will become the structure to be damped. The thickness of the bitumen/@combined viscoelastic composition is 1.5 mm for a steel plate of m. The stress coating was formed by casting as described above. Next, a steel stress layer with a thickness of 0.6 mm was applied. The composite was completed by adhering to the viscoelastic layer.
試験 粘弾性ビチューメン/重合体混合物および上記のように形成した複合体につき次 の試験を行なった。test For viscoelastic bitumen/polymer mixtures and composites formed as described above: A test was conducted.
粘弾性混合物を耐熱および耐寒試験にかけた。The viscoelastic mixture was subjected to heat and cold resistance tests.
a、耐熱性は、100℃まで加熱されたオーブン内にて45°で傾斜した平面上 に付着させた40x 40x 4mmの試験片の流動を測定゛して示される。a. Heat resistance is measured on a flat surface inclined at 45° in an oven heated to 100°C. It is shown by measuring the flow of a 40x40x4mm test piece attached to the surface.
b、耐寒性は、冷室内における20mmX 100mm X 2mmの試験片の 柔軟性を測定して示される。b. Cold resistance is measured using a 20mm x 100mm x 2mm test piece in a cold room. Flexibility is measured and shown.
C0粘弾性混合物の剛性率E1および損失角tgδは3つの異なる温度にて同じ 周波数で測定した。The stiffness E1 and the loss angle tgδ of the C0 viscoelastic mixture are the same at three different temperatures. Measured by frequency.
d、上記のように形成した複合体の減衰係数ηは3つの異なる温度で測定した。d, Attenuation coefficient η of the composite formed as above was measured at three different temperatures.
次の結果が得られた。The following results were obtained.
a、ioo℃における流動=24時間で2叩。a, Flow at ioo°C = 2 strokes in 24 hours.
b1重合体/ビチューメン混合物の柔軟性の限界=−25℃。Limit of flexibility of b1 polymer/bitumen mixture = -25°C.
C,f=62.5H7における重合体/ビチューメン混合物の粘弾性特性。Viscoelastic properties of polymer/bitumen mixtures at C, f=62.5H7.
d、f=42.5Hzにおける複合体の減衰係数これらの結果は、組成物の剛性 率並びに複合体の損失角および減衰係数が温度と共に殆んど変化しないことを示 している。The damping coefficient of the composite at d, f = 42.5 Hz These results indicate that the stiffness of the composition It is shown that the loss angle and damping coefficient of the composite as well as the loss angle and damping coefficient of the composite change very little with temperature. are doing.
比較例 従来のビチューメンとスチレン/ブタジェン/スチレンブロック共重合体(実施 例1に使用したと同じ)との混合物を作成した。使用した直溜ビチューメンは2 5°Cにて1B8X 1/10mmの針入度と36℃の軟化点とを有し、かつ針 入指数は−1,1であった。このビチューメンを200℃にてスチレン/ブタジ ェン/スチレンブロック共重合体と86:14の比にて2時間かけて混合した。Comparative example Conventional bitumen and styrene/butadiene/styrene block copolymer (implemented) The same mixture as used in Example 1) was prepared. The directly distilled bitumen used was 2 It has a penetration of 1B8X 1/10 mm at 5°C and a softening point of 36°C, and the needle The input index was -1.1. This bitumen was heated to 200°C with styrene/butadiene. ene/styrene block copolymer at a ratio of 86:14 for 2 hours.
最終的ビチューメン/重合体組成物は125℃の軟化点と70X 1/10mm の針入度と、を有した。The final bitumen/polymer composition has a softening point of 125°C and 70X 1/10mm It had a penetration degree of .
ビチューメン/重合体組成物を、防振すべき構造体となる厚さ1mmの鋼板上ヘ ビチ゛ニーメン/重合体の粘弾性組成物の厚さが1.5mmとなるように流延す ることにより応力被覆を形成させた。次いで、厚さ0.6mmの鋼材応力層を粘 弾性層に接着して複合体を完成させた。The bitumen/polymer composition is applied onto a 1 mm thick steel plate which will become the structure to be vibration-isolated. Casting the viscoelastic composition of vinimen/polymer to a thickness of 1.5 mm A stress coating was formed by this. Next, the steel stress layer with a thickness of 0.6 mm was The composite was completed by adhering to the elastic layer.
上記実施例1における本発明の組成物につき行なった試験(a)、(b)、(c )および(d>を、比較粘弾性ビチューメン/重合体混合物およびそれから形成 した複合体についても行なった。Tests (a), (b), (c) conducted on the composition of the present invention in Example 1 above. ) and (d>, compared to viscoelastic bitumen/polymer mixtures and formed therefrom. This was also done for the complex.
次の結果が得られた: a、100°Cにおける流動=24時間にて80mm0b0重合体/ビチューメ ン混合物の柔軟性の限界=−25°C0c、f=62.5H2における重合体/ ビチューメン混合物の粘弾性特性 d、f=62.5Hzにおける複合体の減衰係数組成物の剛性率は温度が上昇す るにつれて急速に低下し、かつ複合体の防振は冷条件下で不充分となった。The following results were obtained: a, flow at 100 °C = 80 mm 0b0 polymer/bitume in 24 hours Limit of flexibility of the polymer mixture = -25 ° C0c, f = 62.5 H2 / Viscoelastic properties of bituminous mixtures Damping coefficient of the composite at d, f = 62.5 Hz The stiffness modulus of the composition increases as the temperature increases. It decreased rapidly as the temperature increased, and the vibration isolation of the composite became insufficient under cold conditions.
国際調査報告 ANNEX To τHE INTERNATIONAL 5EARCHREP ORTONinternational search report ANNEX To τHE INTERNATIONAL 5EARCHREP ORTON
Claims (16)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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FR85/07440 | 1985-05-15 | ||
FR8507440A FR2582010B1 (en) | 1985-05-15 | 1985-05-15 | COMPOSITION BASED ON BITUMEN AND ELASTOMERS AND THEIR APPLICATION TO DAMPING VIBRATIONS |
Publications (1)
Publication Number | Publication Date |
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JPS62502854A true JPS62502854A (en) | 1987-11-12 |
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ID=9319343
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP50295486A Pending JPS62502854A (en) | 1985-05-15 | 1986-05-15 | Compositions based on bitumen and elastomers and their use for vibration protection |
Country Status (4)
Country | Link |
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EP (1) | EP0228400A1 (en) |
JP (1) | JPS62502854A (en) |
FR (1) | FR2582010B1 (en) |
WO (1) | WO1986006736A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014502733A (en) * | 2010-12-16 | 2014-02-03 | オートニアム マネジメント アクチエンゲゼルシャフト | Constrained layer damping material |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2607383B2 (en) * | 1988-08-11 | 1997-05-07 | 昭和シェル石油株式会社 | Asphalt vibration damping material |
US5324758A (en) * | 1988-08-11 | 1994-06-28 | Sohwa Shell Sekiyu Kabushiki Kaisha | Vibration damping material of asphalt cement |
IT1241153B (en) * | 1990-05-18 | 1993-12-29 | Euron | METHOD FOR PREPARING STABLE BITUMEN-POLYMER MIXTURES |
CA2089598C (en) * | 1992-03-05 | 2001-02-06 | Martin L. Gorbaty | New polymer-modified, oxidized asphalt compositions and methods of preparation |
BE1007336A3 (en) * | 1993-07-29 | 1995-05-23 | Fina Research | Bituminous compositions for materials sound. |
HRP970258B1 (en) * | 1996-05-20 | 2002-04-30 | Shell Int Research | Process for preparing bitumen compositions |
ZA977299B (en) * | 1996-08-16 | 1998-03-23 | Shell Int Research | Bituminous composition. |
US6120913A (en) * | 1998-04-23 | 2000-09-19 | Shell Oil Company | Bituminous composition for shingles |
FR2813324B1 (en) | 2000-08-30 | 2004-08-27 | Entpr Jean Lefebvre | MULTI-LAYER VISCOELASTIC ANTI-VIBRATION COMPLEX FOR HIGHWAYS |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1334685A (en) * | 1961-09-21 | 1963-08-09 | Supra Chemicals And Paints Ltd | Improvements to the materials used in particular for soundproofing and sealing |
GB1221948A (en) * | 1967-03-03 | 1971-02-10 | Bostik Ltd | Improvements in or relating to sound-deadening material |
FR2067567A5 (en) * | 1969-11-07 | 1971-08-20 | Siplast Soc Nouvelle | Rubber/bitumen sealing sheets having a high - elasticity |
GB1474935A (en) * | 1975-04-04 | 1977-05-25 | British Petroleum Co | Sound insulating composition |
FR2307018A1 (en) * | 1975-04-09 | 1976-11-05 | Anvar | Vibration damping compsn. contg. bitumen and polymer - e.g. PVC, polystyrene or polyisoprene and having wide temp. range performance |
GB1550616A (en) * | 1975-08-05 | 1979-08-15 | British Petroleum Co | Vibration damping device |
-
1985
- 1985-05-15 FR FR8507440A patent/FR2582010B1/en not_active Expired
-
1986
- 1986-05-15 JP JP50295486A patent/JPS62502854A/en active Pending
- 1986-05-15 WO PCT/GB1986/000274 patent/WO1986006736A1/en not_active Application Discontinuation
- 1986-05-15 EP EP19860903463 patent/EP0228400A1/en not_active Withdrawn
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014502733A (en) * | 2010-12-16 | 2014-02-03 | オートニアム マネジメント アクチエンゲゼルシャフト | Constrained layer damping material |
Also Published As
Publication number | Publication date |
---|---|
FR2582010B1 (en) | 1987-09-18 |
FR2582010A1 (en) | 1986-11-21 |
EP0228400A1 (en) | 1987-07-15 |
WO1986006736A1 (en) | 1986-11-20 |
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