JPH0448100B2 - - Google Patents

Info

Publication number
JPH0448100B2
JPH0448100B2 JP10256785A JP10256785A JPH0448100B2 JP H0448100 B2 JPH0448100 B2 JP H0448100B2 JP 10256785 A JP10256785 A JP 10256785A JP 10256785 A JP10256785 A JP 10256785A JP H0448100 B2 JPH0448100 B2 JP H0448100B2
Authority
JP
Japan
Prior art keywords
vibration damping
viscoelastic material
viscoelastic
curing agent
floor member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP10256785A
Other languages
Japanese (ja)
Other versions
JPS61261048A (en
Inventor
Hirobumi Kakimoto
Osamu Kiso
Shinya Shimada
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hayakawa Rubber Co Ltd
Original Assignee
Hayakawa Rubber Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hayakawa Rubber Co Ltd filed Critical Hayakawa Rubber Co Ltd
Priority to JP10256785A priority Critical patent/JPS61261048A/en
Publication of JPS61261048A publication Critical patent/JPS61261048A/en
Publication of JPH0448100B2 publication Critical patent/JPH0448100B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • Floor Finish (AREA)
  • Vibration Prevention Devices (AREA)
  • Synthetic Leather, Interior Materials Or Flexible Sheet Materials (AREA)
  • Laminated Bodies (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

(産業上の利用分野) 本発明は制振用床の構成部材に係り、制振、防
音に優れた性能を有し、衝撃源による床衝撃音の
遮断性能を向上させた制振床部材に関するもので
ある。更に詳しくは、近年建築技術レベルが向上
しているものの、居住性能に求められるレベルは
更に高い要求がなされ、特に静かさを求める傾向
は大である。 本発明は特に床衝撃音に起因する音を遮断する
ことことを目的としたものである。 (従来の技術) 床衝撃音の音源は通常、子供の走りまわり、と
びはねに代表される重量衝撃源と歩行やナイフ等
の落下に代表される軽量衝撃源とに分類される。 後者の軽量衝撃源は床表層材を畳やカーペツト
に変える事により衝撃力を緩和し、階下に対して
ほとんど影響を与えない程度にする事が出来るも
のの、近時ダニを始めとする害虫やカビ等が発生
しやすい欠点がある事等から、清潔さを保持しや
すい木質フロアーへの要望が高まつている。 (発明が解決しようとする課題) しかし乍ら、木質床材の最大の欠点は固体振動
による階下への振動防止性能が劣る点であり、軽
量衝撃音に対しても木質フロアー仕上げに対して
の要望に充分応えることが出来ないのが現状であ
る。 一方、重量衝撃源に係る固体振動は低周波域で
あり技術的に低周波域の振動を遮断する事は非常
に困難であつた。 即ち、重量衝撃源による遮音は低周波域での振
動を緩和する必要がある為、通常、コンクリート
床版自体の板厚を厚くする方法が採られている。
しかし乍ら、コンクリート床版自体の板厚を厚く
する方法は、剛性の強化を行うものであり重量衝
撃源に対しては非常に効果が高いものであるが、
反面重量増加した床版を支える柱、はり等の構造
体の強化、床下スペースに減少や中高層住宅の軒
高増加を来たし、コストは大幅にアツプする。し
かもこの方法は構造体の強化が必要となる為、既
設住戸への適用は極めて困難である。 一方、コンクリート床版の板厚の増加を行なわ
ないでコンクリート床版自体に高い制振性能を与
え、コンクリート床版内で振動エネルギー損失を
増加させれば床衝撃音の遮断性能も向上する筈で
ある。 しかし乍ら、低周波域で効果を発揮しなければ
ならない;重量増加を構造体の強化が不要である
範囲に抑える必要がある;新設住戸はもとより既
設住戸にも適用し得る等の諸条件を考慮すると、
技術条件は極めて困難である。 従来の技術としては 制振材として構造部材にプレートタイプのも
のを接着させる方法 制御塗料を塗布する方法 鋼板の間に粘弾性物質をはさんだ拘束タイプ
の制振鋼板を構造部材とする方法 が知られている。 しかし乍ら、及びの方法は非拘束タイプ
故、制振層の厚みを基板厚の2〜数倍にしないと
制振効果は小さくなる、且つ十分な厚みにすると
コスト高となつてしまうだけでなく、ある程度の
剛性と制振性を有する通常のコンクリート床版に
制振機能を付与する事はほとんど不可能である。 一方、の方法は例えば特公昭39−12451号公
報、特公昭49−34703号公報等に見られる如きプ
ラスチツク系やゴム系の粘弾性物質を用いる方法
が公知であるが、これ等の粘弾性物質は熱溶融で
鋼板等に粘着させるホツトメルトタイプ故、建設
現場又は工場生産でも熱容量が大きく大型又は長
尺品等には不適当である。 また従来のものとして、特開昭55−90735号公
報に記載の如く、ウレタンエラストマーを剛直な
板状体に一体発泡形成により同時に接着し、か
つ、ウレタンエラストマー材の基体底面に接する
部分に切欠部を設けたものが知られているが、発
泡体は永久圧縮歪を受け易く、製造当初は振動防
止効果が高くても徐々にその機能が低下し、長期
にわたる振動防止効果を保証できない欠点があ
る。このためにウレタンエラストマーの製造過程
で鎖長延長剤を用いてハードセグメント数を増加
させたハードセグメントを多く有する比較的硬い
ウレタンエラストマーを使用し、かつ、基板との
接合面に切欠部を設けるようにしているが、発泡
体の振動防止効果の経時劣化を防止し得ない欠点
がある。 (課題を解決するための手段) 本発明者等は低周波域での制振性能が液状反応
型ゴムとその硬化剤とから成る粘弾性体を用いて
床版に金属、木質、無機質の板状体を接着せしめ
て成る拘束型制振床とすることで低周波域での制
振に非常に優れた床構成を得るという知見に基づ
き、先に特開昭61−206640号の発明を提案した
が、更に改良を進める段階で、制振に大きく寄与
する粘弾性体は粘弾性体が基材間にサンドイツチ
された形の方が、 (1) 粘弾性体特有の臭いを防止することができる
こと; (2) 粘弾性体の運搬時等での破損防止ができるこ
と; (3) 粘弾性体の粘着防止フイルムが省略可能とな
り施工現場での工数削減と廃棄物を無くすると
いう点で省資源化にも役立つ; (4) コスト面で、低コスト床から高級床迄の対応
幅が拡大する ということを確認し、本発明に至つた。 本発明は少くとも、水酸基末端液状ポリマーと
イソシアネート系硬化剤とを必須成分とし、これ
を20万cps以下の粘度で混合し、これを0℃〜100
℃の反応温度で架橋反応させて得られたエラスト
マーで、かつ、架橋反応物が150℃の温度条件下
で静置した場合に流動しない無発泡の粘弾性物質
を、木質板材、無機質板材、シート、フイルム、
布より選択された何れかでサンドイツチ状に積層
して合体成形して成ることを特徴とする拘束型制
振床部材である。 また、本発明に使用する粘弾性物質は水酸基末
端液状ポリマーとイソシアネート系硬化剤とを必
須成分とし、添加剤として適量の可塑剤、瀝青
剤、充填剤、老化防止剤、触媒、顔料、界面活性
剤、防虫剤、防カビ剤、カツプリング剤の何れか
1種又は2種以上を配合、混和し、温度0℃〜
100℃で架橋反応させて得られるものであること
を特徴とする。 さらに、本発明の粘弾性物質は0.5〜10.0mmの
厚みで構成されたことを特徴とする。 次に構成及び構成材料について述べる。 図1は本発明の制振床部材を床版に適用した一
態様を示す。 図2は本発明の制振床部材を床版に適用した一
態様を示す。 図3〜5は本発明の制振床部材の態様例を示
す。 本明の構成について更に詳しく述べると、粘弾
性物質4の上面及び下面に木質板材、無機質板
材、シート、フイルム、布を積層せしめ粘弾性物
質を中間層とした積層体が本発明の拘束型制振床
部材である。 更に構成材料について具体例も含めて説明する 木質板材の具体例としては、木材の素材から成
る製材品、銘木類、挽板、フローリング、単板フ
ローリング、単板積層材、合板、削片から成るパ
ーテイクルボード、木片セメント板、繊維から成
るフアイバーボード、パルプセメント板、木毛か
ら成る木毛セメント板が挙げられ、これ等は何れ
も表面の化粧加工の有無、穴の有無板厚に拘らず
板状であれば使用できる。 無機質板材の具体例としてはフレキシブル板、
軟質フレキシブル板、大平板、軟質板を代表とす
る石綿セメント板、石綿セメントパーライト板、
石綿セメントけい酸カルシウム板、せつこうボー
ド等が挙げられ、これ等は何れも板状であれば表
面の化粧加工の有無、穴の有無板厚に拘らず使用
できる。 又、シート状及びフイルム状基材としては、加
硫ゴム、非加硫ゴム、塩化ビニルポリエチレン、
ポリプロピレン、ポリエステル、塩化ビニリデ
ン、エチレン−酢酸ビニル共重合体等が挙げられ
るが、これ等は発泡体であつても良く、シート厚
も任意で使用できる。又、布状の基材の具体例と
しては、ナイロン、ポリエチレン、ポリプロピレ
ンポリエステル、ガラス繊維等を素雑とした不織
布、寒冷紗;綿、麻等の天然繊維又は/及びナイ
ロン、ウレタン、ポリプロピレン、アクリル、ポ
リエステル等の合成繊維から成る布を挙げる事が
出来る。次に粘弾性物質について説明する。 本発明で言う粘弾性物質とは、水酸基末端液状
ポリマーとイソシアネート系硬化剤を必須成分と
し、150℃で静置して流動しない物質を言う。 更に詳細に述べると、水酸基末端液状ポリマー
には主鎖をポリブタジエン、水素添加ポリブタジ
エン、ポリブタジエン−ニトリル、ポリブタジエ
ン−スチレン、クロロプレン、イソプレン等とし
た液状ゴム系ポリオール、ポリエーテルポリオー
ル、ポリエステル系ポリオール、アニリン誘導体
ポリオール等があるが、それ等を単独若しくは併
用して用いる事が出来る。 又、イソシアネート系硬化剤としては、トルイ
レンジイソシアネート、ジフエニルメタンジイソ
シアネート、ヘキサメチレンジイソシアネート、
イソホロンジイソシアネート、末端イソシアネー
ト基を有するプレポリマー及びそれ等のブロツク
重合体を挙げる事が出来、単独若しくは併用して
用いる事が出来る。 イソシアネート系硬化剤はその配合比率及び粘
性等の問題で可塑剤と混合して用いる事も出来る
が、可塑剤は脱水処理したものである事と、イソ
シアネート化合物と反応しない事が必要である。 上記の如き必須成分のみの組合せで本発明を満
足し得る粘弾性物質を得る事も出来るが、コスト
面、作業性、物性の点で更に各種の添加剤を加え
る事により、幅広い安定した粘弾性物質を得る事
が出来る。 添加剤として可塑剤、充填剤、瀝青物、粘着付
与樹脂等を挙げる事が出来る。可塑剤は粘度を調
節し、作業性の調整を行う事、粘弾性物質の物性
コントロールを行う事、難燃性を付与する事を目
的として配合される。 可塑剤の具体例としては、ナフテン系オイル、
パラフイン系オイル、アロマテイツク系オイル、
ひまし油、綿実油、パインオイル、トール油、フ
タル酸誘導体、イソフタル酸誘導体、アジピン酸
誘導体、マレイン酸誘導体、液状ゴムの官能基を
含まないもの等があり、単独又は併用で使用出来
る。又、難燃性を要する場合はハロゲン化合物
系、リン化合物系可塑剤を単独又は併用して使用
出来る。瀝青物としては、ストレートアスフアル
ト、ブロンアスフアルト、タール等があり、所望
の粘弾性体を得る為に、予め粘着付与樹脂、可塑
剤等で改質して使用する事も出来る。 粘着付与樹脂としては、天然樹脂、ロジン、変
性ロジン、ロジン及び変性ロジンの誘導体、ポリ
テルペン系樹脂、テルペン変性体、脂肪族系炭化
水素樹脂、シクロペンタジエン系樹脂、芳香族系
石油樹脂、フエノール樹脂、アルキルフエノール
−アセチレン系樹脂、キシレン樹脂、クマロン−
インデン樹脂、ビニルトルエン−αメチルスチレ
ン共重合体等を単独又は併用して用いる事が出来
る。 充填剤は振動減衰性、遮音性、難燃性の改善に
効果があり、主剤/硬化剤の配合比率の調整、粘
性の調節及び配合コストダウンを計る目的で使用
するものであり、ゴム及び塗料関連で一般に使用
されるものが使用出来る。 その具体例としては、マイカ、グラフアイト、
ヒル石、タルク、クレー等の鱗片状無機粉体、フ
エライト、金属粉、硫酸バリウム、リトポン等の
高比重充填剤、炭酸カルシウム、微粉シリカ、カ
ーボン、炭酸マグネシウム、水酸化アルミ、アス
ベスト等の汎用充填剤を単独若しくは併用して使
用する事も出来る。 又、三酸化アンチモン、ホウ砂等を難燃化を目
的として使用する事も出来る。その他の添加剤と
して、各種老化防止剤、触媒、顔料、界面活性
剤、カツプリング剤等を配合する事も出来る。 上記の如く配合される粘弾性物質は、イソシア
ネート系硬化剤により架橋反応を行うが、イソシ
アネート系硬化剤の添加量によつて反応モル比を
調節し、架橋密度をコントロールする事が出来
る。その結果非常に柔軟な粘弾性物質から硬い粘
弾性物質迄得られるが、本発明に適した反応モル
比は0.5〜1.5モルNco/oHである。 0.5モルNco/oH以下である場合は、イソシア
ネート系硬化剤が不充分である為、未反応水酸基
末端ポリマーが過剰となり、高温での流動現象、
低温でのゴム弾性の不足が生じ、振動吸収の温度
特性が悪くなつたり、圧縮永久歪が大きくなつた
りする欠点が生じる。又、施工面では硬化不良が
発生する危険性が高まる。逆に1.5モルNco/oH
以上の反応モル比の場合は、イソシアネート系硬
化剤が過剰となり、ゴム弾性が損なわれ、供用温
度域及び低周波域での制振特性が損なわれる傾向
がある。又、施工面では余剰硬化剤と微量水分等
との反応による炭酸ガスの発生に伴う発泡現象が
起り易く、粘弾性物質の耐久性に、悪影響を及ぼ
す危険性があり好ましくない。 尚、計算方法は下記の通りである。 水酸基末端液状ゴム100重量部に対する硬化剤
の必要量(反応モル比1.0Nco/oHの場合)は次
の様になる。 硬化剤必要量=水酸基末端液状ゴムの重量(100)×水
酸基含有率(wt%)/硬化剤イソシアネート含有率(wt
%)×Nco/oH ここにNco/oH=42/17=2.47 水酸基含有率とは水酸基末端液状ポリマー
中の水酸基の重量百分率を示す。 イソシアネート含有率とは硬化剤中のイソ
シアネート基の重量百分率を示す。 次に架橋反応条件につい述べると 本発明に適用される粘弾性物質は、常温若しく
は加温時に液状である主剤と常温で液状の硬化剤
とが混合されて架橋反応を行つて得られる物質で
ありその架橋反応を行わせる条件としては、温度
と時間の要因が架橋反応速度に大きく係り、非流
動固体化に至る迄の架橋硬化時間は低温になるに
従い長くなる。粘弾性物質の架橋反応後の厚み
は、0.5〜10.0mmである事が望ましく0.5mm以下の
場合は、床衝撃音の遮断効果が少なくなつたり、
基板の不陸の影響を受け易く、粘弾性物質の性能
を十分発揮出来ない部分が生じるという欠点があ
る。逆に10.0mm以上の場合はコスト高となる、床
荷重が大きい場合は床面の歪が発生する等の危険
性がある為、好ましくない。 又、本発明に適用される粘弾物質の架橋反応は
0℃以下の低温から100℃以上の高温迄可能であ
るが、0℃以下の場合は架橋反応時間が長時間を
要する為不適当であり、100℃以上の高温の場合
は架橋反応時間が短かすぎる為、不適である。 よつて0℃〜100℃で架橋反応を行なわせる事
が望ましい。 又、塗布作業時の粘度は低粘度が望ましく、20
万cpsが塗布作業の限界である。一般的に粘度は、
温度上昇に伴つ低下する筈であるが、架橋反応温
度即ち、本発明に於ては100℃の温度が最大であ
り、その時の粘度が最低である。
(Industrial Application Field) The present invention relates to a component of a vibration damping floor, and relates to a vibration damping floor member that has excellent vibration damping and soundproofing performance and has improved ability to block floor impact noise caused by an impact source. It is something. More specifically, although the level of construction technology has improved in recent years, the level of living performance required has become even higher, and there is a particularly strong tendency to seek quietness. The present invention is particularly aimed at blocking noise caused by floor impact noise. (Prior Art) Sources of floor impact noise are usually classified into heavy impact sources, typified by children running around and jumping, and light impact sources, typified by walking and falling knives. The latter lightweight impact source can be softened by changing the floor surface material to tatami or carpet, so that it has almost no impact on the floor below, but recently insects such as dust mites and mold There is a growing demand for wood floors that are easy to maintain cleanliness due to the disadvantages that they tend to cause such problems. (Problem to be solved by the invention) However, the biggest drawback of wood flooring is that it has poor performance in preventing vibrations caused by solid vibrations to the downstairs floor, and it is also less effective against light impact noise than wood floor finishes. The current situation is that we are unable to fully respond to requests. On the other hand, solid vibrations related to weight impact sources are in the low frequency range, and it has been technically very difficult to block vibrations in the low frequency range. That is, since sound insulation due to a weight impact source requires mitigation of vibrations in the low frequency range, a method is usually adopted in which the thickness of the concrete slab itself is increased.
However, increasing the thickness of the concrete slab itself strengthens its rigidity and is highly effective against weight impact sources.
On the other hand, the increased weight of the floor slabs will require the reinforcement of structures such as pillars and beams that support them, the space under the floors will be reduced, and the eaves height of mid-to-high-rise housing will increase, resulting in a significant increase in costs. Moreover, this method requires strengthening the structure, making it extremely difficult to apply to existing dwelling units. On the other hand, if the concrete slab itself is given high vibration damping performance without increasing the thickness of the concrete slab, and vibration energy loss is increased within the concrete slab, floor impact noise isolation performance should be improved. be. However, it must be effective in the low frequency range; the weight increase must be kept within a range that does not require strengthening the structure; and it must be applicable to not only new housing units but also existing housing units. Considering,
The technical conditions are extremely difficult. Conventional techniques include bonding plate-type damping materials to structural members, applying control paint, and using restraint-type vibration-damping steel plates with a viscoelastic substance sandwiched between the steel plates as structural members. It is being However, since the method and method is a non-constraint type, the damping effect will be small unless the thickness of the damping layer is made two to several times the thickness of the substrate, and if it is made sufficiently thick, it will only increase the cost. Therefore, it is almost impossible to add vibration damping functions to ordinary concrete slabs, which have a certain degree of rigidity and damping properties. On the other hand, methods using plastic or rubber-based viscoelastic substances, such as those found in Japanese Patent Publication No. 39-12451 and Japanese Patent Publication No. 49-34703, are known. Because it is a hot melt type that adheres to steel plates etc. by heat melting, it has a large heat capacity and is unsuitable for large or long products even in construction sites or factory production. In addition, as a conventional method, as described in JP-A-55-90735, a urethane elastomer is bonded to a rigid plate-like body at the same time by integral foaming, and a notch is formed in the part of the urethane elastomer material that is in contact with the bottom surface of the base. However, foams are susceptible to permanent compressive strain, and even if they have a high vibration-preventing effect at the beginning of manufacture, their function gradually deteriorates, and the drawback is that long-term vibration-preventing effects cannot be guaranteed. . For this purpose, a relatively hard urethane elastomer with a large number of hard segments is used, in which the number of hard segments is increased using a chain extender in the urethane elastomer manufacturing process, and a notch is provided on the bonding surface with the substrate. However, it has the disadvantage that it cannot prevent the anti-vibration effect of the foam from deteriorating over time. (Means for Solving the Problems) The present inventors have developed a method that improves vibration damping performance in the low frequency range by using a viscoelastic material made of liquid reactive rubber and its curing agent, and using a metal, wood, or inorganic board as a floor slab. Based on the knowledge that a restrained vibration damping floor consisting of bonded bodies can provide a floor structure that is extremely effective at damping vibrations in the low frequency range, we first proposed the invention of JP-A-61-206640. However, at the stage of further improvement, it was discovered that the viscoelastic material, which greatly contributes to vibration damping, should be sandwiched between substrates to (1) prevent the odor peculiar to the viscoelastic material; (2) It is possible to prevent damage to the viscoelastic material during transportation, etc.; (3) It is possible to omit the anti-stick film of the viscoelastic material, which saves resources by reducing man-hours at the construction site and eliminating waste. (4) In terms of cost, it was confirmed that the range of applications from low-cost floors to high-end floors could be expanded, leading to the present invention. The present invention has at least a hydroxyl-terminated liquid polymer and an isocyanate curing agent as essential components, which are mixed at a viscosity of 200,000 cps or less, and then heated at temperatures of 0°C to 100°C.
An elastomer obtained by a crosslinking reaction at a reaction temperature of 150°C, and a non-foamed viscoelastic material that does not flow when the crosslinking reaction product is left standing at a temperature of 150°C, is used as a wood board material, an inorganic board material, and a sheet. , film,
This restraint type vibration damping floor member is characterized in that it is formed by laminating selected fabrics in a sandwich pattern and integrally molding them. The viscoelastic substance used in the present invention contains a hydroxyl-terminated liquid polymer and an isocyanate curing agent as essential components, and contains appropriate amounts of a plasticizer, bituminous agent, filler, anti-aging agent, catalyst, pigment, and surfactant as additives. One or more of the following agents, insect repellents, fungicides, and coupling agents are blended and mixed at a temperature of 0°C to
It is characterized by being obtained by crosslinking reaction at 100°C. Further, the viscoelastic material of the present invention is characterized in that it has a thickness of 0.5 to 10.0 mm. Next, the structure and constituent materials will be described. FIG. 1 shows one embodiment in which the damping floor member of the present invention is applied to a floor slab. FIG. 2 shows one embodiment in which the damping floor member of the present invention is applied to a floor slab. 3 to 5 show embodiments of the damping floor member of the present invention. To describe the structure of the present invention in more detail, the constrained mold structure of the present invention is a laminate in which wood boards, inorganic boards, sheets, films, and cloth are laminated on the upper and lower surfaces of the viscoelastic material 4 and the viscoelastic material is used as an intermediate layer. It is a shaking bed member. Furthermore, the constituent materials will be explained including specific examples. Specific examples of wood planks include sawn products made of wood materials, precious woods, sawn boards, flooring, veneer flooring, laminated veneer lumber, plywood, and chips. Particle boards, wood chip cement boards, fiber boards made of fibers, pulp cement boards, and wood wool cement boards made of wood wool are listed, and all of these can be used regardless of the presence or absence of decorative finishing on the surface, the presence or absence of holes, and the thickness of the board. It can be used if it is plate-shaped. Specific examples of inorganic board materials include flexible boards,
Soft flexible board, large flat board, asbestos cement board represented by soft board, asbestos cement perlite board,
Examples include asbestos cement calcium silicate boards, plaster boards, etc., and any of these can be used regardless of whether or not the surface has decorative processing, whether or not there are holes, and whether the board is thick or not. In addition, sheet-like and film-like base materials include vulcanized rubber, non-vulcanized rubber, vinyl chloride polyethylene,
Examples include polypropylene, polyester, vinylidene chloride, ethylene-vinyl acetate copolymer, etc., but these may be foams, and the sheet thickness may be arbitrary. Further, specific examples of cloth-like base materials include nylon, polyethylene, polypropylene polyester, nonwoven fabric made of glass fiber, etc., cheesecloth; natural fibers such as cotton and linen, and/or nylon, urethane, polypropylene, acrylic, Examples include fabrics made of synthetic fibers such as polyester. Next, the viscoelastic substance will be explained. The viscoelastic material used in the present invention refers to a material that contains a hydroxyl-terminated liquid polymer and an isocyanate curing agent as essential components and does not flow when left at 150°C. More specifically, hydroxyl-terminated liquid polymers include liquid rubber polyols, polyether polyols, polyester polyols, and aniline derivatives whose main chain is polybutadiene, hydrogenated polybutadiene, polybutadiene-nitrile, polybutadiene-styrene, chloroprene, isoprene, etc. There are polyols and the like, and these can be used alone or in combination. In addition, as the isocyanate curing agent, toluylene diisocyanate, diphenylmethane diisocyanate, hexamethylene diisocyanate,
Examples include isophorone diisocyanate, prepolymers having terminal isocyanate groups, and block polymers thereof, which can be used alone or in combination. Isocyanate curing agents can be used in combination with plasticizers due to issues such as their blending ratio and viscosity, but the plasticizer must be dehydrated and must not react with the isocyanate compound. Although it is possible to obtain a viscoelastic substance that satisfies the present invention by combining only the essential components as described above, from the viewpoint of cost, workability, and physical properties, it is possible to obtain a viscoelastic substance with a wide range of stable viscoelastic properties by adding various additives. substance can be obtained. Examples of additives include plasticizers, fillers, bituminous materials, and tackifying resins. Plasticizers are blended for the purpose of adjusting viscosity and workability, controlling the physical properties of viscoelastic substances, and imparting flame retardancy. Specific examples of plasticizers include naphthenic oil,
Paraffin oil, aromatic oil,
There are castor oil, cottonseed oil, pine oil, tall oil, phthalic acid derivatives, isophthalic acid derivatives, adipic acid derivatives, maleic acid derivatives, and those that do not contain functional groups of liquid rubber, and they can be used alone or in combination. Furthermore, when flame retardancy is required, halogen compound-based or phosphorus compound-based plasticizers can be used alone or in combination. Bituminous materials include straight asphalt, blown asphalt, tar, etc., and in order to obtain a desired viscoelastic body, they can be used after being modified with a tackifying resin, a plasticizer, etc. Tackifier resins include natural resins, rosins, modified rosins, derivatives of rosins and modified rosins, polyterpene resins, modified terpenes, aliphatic hydrocarbon resins, cyclopentadiene resins, aromatic petroleum resins, phenolic resins, Alkylphenol - acetylene resin, xylene resin, coumaron -
Indene resin, vinyltoluene-α-methylstyrene copolymer, etc. can be used alone or in combination. Fillers are effective in improving vibration damping properties, sound insulation properties, and flame retardancy, and are used to adjust the blending ratio of main ingredient/curing agent, adjust viscosity, and reduce blending costs. Those commonly used in relation to this can be used. Specific examples include mica, graphite,
General-purpose fillings such as scale-like inorganic powders such as vermiculite, talc, and clay, high-density fillers such as ferrite, metal powder, barium sulfate, and lithopone, calcium carbonate, finely divided silica, carbon, magnesium carbonate, aluminum hydroxide, and asbestos. Agents can be used alone or in combination. Moreover, antimony trioxide, borax, etc. can also be used for the purpose of flame retardation. As other additives, various anti-aging agents, catalysts, pigments, surfactants, coupling agents, etc. can also be blended. The viscoelastic substance blended as described above undergoes a crosslinking reaction using an isocyanate curing agent, and the reaction molar ratio can be adjusted by adjusting the amount of the isocyanate curing agent to control the crosslinking density. As a result, a range of viscoelastic materials from very soft to hard viscoelastic materials can be obtained, but the reaction molar ratio suitable for the present invention is 0.5 to 1.5 mol Nco/oH. If it is less than 0.5 mol Nco/oH, the isocyanate curing agent is insufficient, and unreacted hydroxyl group-terminated polymer becomes excessive, causing flow phenomena at high temperatures.
The rubber elasticity is insufficient at low temperatures, resulting in disadvantages such as poor vibration absorption temperature characteristics and increased compression set. Furthermore, in terms of construction, there is an increased risk of curing failure. Conversely, 1.5 mol Nco/oH
In the case of the above reaction molar ratio, the isocyanate curing agent becomes excessive, which tends to impair rubber elasticity and damping properties in the service temperature range and low frequency range. In addition, in terms of construction, foaming is likely to occur due to the generation of carbon dioxide gas due to the reaction between the excess curing agent and a small amount of moisture, which is undesirable since there is a risk of adversely affecting the durability of the viscoelastic material. The calculation method is as follows. The required amount of curing agent for 100 parts by weight of hydroxyl-terminated liquid rubber (when the reaction molar ratio is 1.0 Nco/oH) is as follows. Required amount of curing agent = Weight of hydroxyl group-terminated liquid rubber (100) x Hydroxyl group content (wt%) / Curing agent isocyanate content (wt
%)×Nco/oH where Nco/oH=42/17=2.47 The hydroxyl group content indicates the weight percentage of hydroxyl groups in the hydroxyl group-terminated liquid polymer. Isocyanate content refers to the weight percentage of isocyanate groups in the curing agent. Next, regarding the crosslinking reaction conditions, the viscoelastic substance applied to the present invention is a substance obtained by mixing a main ingredient that is liquid at room temperature or when heated with a curing agent that is liquid at room temperature and performing a crosslinking reaction. Regarding the conditions for carrying out the crosslinking reaction, the factors of temperature and time greatly affect the speed of the crosslinking reaction, and the crosslinking curing time to reach non-fluid solidification becomes longer as the temperature becomes lower. The thickness of the viscoelastic material after the crosslinking reaction is preferably 0.5 to 10.0 mm. If it is less than 0.5 mm, the effect of blocking floor impact noise may be reduced.
It has the disadvantage that it is easily affected by unevenness of the substrate, and there are parts where the performance of the viscoelastic material cannot be fully demonstrated. On the other hand, if it is 10.0 mm or more, it is not preferable because it will increase the cost and there is a risk of distortion of the floor surface if the floor load is large. In addition, the crosslinking reaction of the viscoelastic material applied to the present invention can be carried out at temperatures ranging from low temperatures below 0°C to high temperatures above 100°C, but temperatures below 0°C are inappropriate because the crosslinking reaction time takes a long time. However, high temperatures of 100°C or higher are not suitable because the crosslinking reaction time is too short. Therefore, it is desirable to carry out the crosslinking reaction at 0°C to 100°C. In addition, it is desirable that the viscosity during application work be low, 20
10,000 cps is the limit for coating work. Generally, the viscosity is
Although it is supposed to decrease as the temperature rises, the crosslinking reaction temperature, that is, in the present invention, the temperature of 100° C. is the maximum, and the viscosity at that time is the lowest.

【表】【table】

【表】 表−1にて架橋反応の温度と時間の関係を示
す。即ち、0℃以下では非流動固体化に要する架
橋反応時間は非常に長時間を要し、貯蔵場所を大
きく確保する必要がある、粘弾性物質の厚みを一
定厚に塗布しても流動し得る時間が長い為に厚み
がバラツキやすい等の欠点が生じる。 逆に100℃以上の高温の場合は非常に短時間で
塗布する必要があり、一定厚みでしかもコンスタ
ントに生産する点に於いて不適当である。 次に本発明を実施例及び比較例により説明す
る。
[Table] Table 1 shows the relationship between temperature and time of crosslinking reaction. In other words, at temperatures below 0°C, the crosslinking reaction time required for non-flowing solidification is extremely long, and a large storage space must be secured.Even if the viscoelastic material is applied to a constant thickness, it will flow. Since the time is long, there are disadvantages such as the thickness tends to vary. On the other hand, when the temperature is 100°C or higher, it is necessary to apply the coating in a very short time, making it unsuitable for constant production at a constant thickness. Next, the present invention will be explained with reference to Examples and Comparative Examples.

【表】【table】

【表】 実施例1は本発明の拘束型制振床部材が粘弾性
物質の上層、下層共合板を使用した例を示し、表
層にカーペツトを配したものである。拘束型制振
床部材と表層のカーペツトの層剰効果が発揮され
ている。 実施例2は本発明の拘束型制振床部材が粘弾性
物質の上層に合板、下層に非加硫ゴムシートを使
用した場合を示し、表層にフローリングを配した
ものである。 表層の硬いフローリング材に於ても良好な効果
が得られている。 比較例1は粘弾性物質の上層のみに拘束層を設
け、下層には拘束層を設けなかつた例である。粘
弾性物質の効果はあるものの、充分ではない。 比較例2は本発明の拘束型制振床部材の構成条
件のうち、粘弾性物質層の厚みが0.3m/mであ
り、特許請求の範囲よりはずれる場合を示す。 粘弾性物質の厚みが薄い為、粘弾性物質の効果
が充分発揮されていない。 比較例3は合板単体の例を示す。 この場合は床衝撃音の遮断効果に乏しく、何等
かの対策が必要である。 前記の如く、本発明により粘弾性物質の上層と
下層に拘束層を設ける事により、制振性能を高
め、粘弾性体特有の臭いを防止し、運搬時等での
破損を防止し、粘弾性体の粘着防止フイルムが省
略出来、制振床部材の製造の工数削減及び施工工
程の削減、更には粘着防止フイルムが廃棄されな
いので省資源化の観点からも有効である。 又、コスト面についても本発明の拘束型制振床
部材の上にカーペツト、フロアーマツト等を貼付
る方法でも良好な制振性を有する為、低コスト制
振床への対応も可能となり、工業的利用価値は大
である。
[Table] Example 1 shows an example in which the constrained vibration damping floor member of the present invention uses plywood for both the upper and lower layers of a viscoelastic material, and a carpet is arranged on the surface layer. The layered effect of the restraint-type damping floor member and the surface carpet is demonstrated. Example 2 shows a case in which a constrained vibration damping floor member of the present invention uses plywood as the upper layer of a viscoelastic material, uses a non-vulcanized rubber sheet as the lower layer, and has flooring arranged on the surface layer. Good effects have also been obtained on hard surface flooring materials. Comparative Example 1 is an example in which a constraining layer was provided only on the upper layer of the viscoelastic material, and no constraining layer was provided on the lower layer. Although the viscoelastic substance has an effect, it is not sufficient. Comparative Example 2 shows a case where the thickness of the viscoelastic material layer is 0.3 m/m among the structural conditions of the constrained vibration damping floor member of the present invention, which is outside the scope of the claims. Since the thickness of the viscoelastic material is thin, the effect of the viscoelastic material is not fully demonstrated. Comparative Example 3 shows an example of plywood alone. In this case, the effect of blocking floor impact noise is poor, and some kind of countermeasure is required. As mentioned above, by providing the constraining layers on the upper and lower layers of the viscoelastic material according to the present invention, vibration damping performance is improved, odor peculiar to the viscoelastic material is prevented, damage during transportation is prevented, and the viscoelastic material is The anti-adhesive film on the body can be omitted, reducing the number of man-hours for manufacturing the damping floor member and the construction process.Furthermore, since the anti-adhesive film is not discarded, it is effective from the viewpoint of resource conservation. In addition, in terms of cost, the method of attaching carpets, floor mats, etc. on the restraint-type damping floor member of the present invention has good damping properties, so it is possible to use low-cost damping floors, making it suitable for industrial use. It has great utility value.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図,第2図は本発明の一実施例の施工断面
図を示し、第3図,第4図,第5図は、それぞれ
本発明の各実施例の断面図を示す。 1…コンクリート床板、2…接着剤、3…合
板、4…粘弾性物質、5…カーペツト、6…非加
硫ゴムシート、7…フローリング、8…フレキシ
ブルボード、9…塩化ビニルフイルム、10…不
織布。
1 and 2 show a construction sectional view of one embodiment of the present invention, and FIGS. 3, 4, and 5 show sectional views of each embodiment of the present invention, respectively. 1... Concrete floorboard, 2... Adhesive, 3... Plywood, 4... Viscoelastic material, 5... Carpet, 6... Non-vulcanized rubber sheet, 7... Flooring, 8... Flexible board, 9... Vinyl chloride film, 10... Non-woven fabric .

Claims (1)

【特許請求の範囲】 1 少くとも、水酸基末端液状ポリマーとイソシ
アネート系硬化剤とを必須成分とし、これを20万
cps以下の粘度で混合し、これを0℃〜100℃の反
応温度で架橋反応させて得られたエラストマー
で、かつ、架橋反応物が150℃の温度条件下で静
置した場合に流動しない無発泡の粘弾性物質を、
木質板材、無機質板材、シート、フイルム、布よ
り選択された何れかでサンドイツチ状に積層して
合体成形して成ることを特徴とする拘束型制振床
部材。 2 粘弾性物質が水酸基末端液状ポリマーとイソ
シアネート硬化剤とを必須成分とし、添加剤とし
て適量の可塑剤、瀝青剤、充填剤、老化防止剤、
触媒、顔料、界面活性剤、防虫剤、防カビ剤、カ
ツプリング剤の何れか1種又は2種以上を配合、
混和して温度0℃〜100℃で架橋反応させて得ら
れるものであることを特徴とする特許請求の範囲
第1項記載の拘束型制振床部材。 3 粘弾性物質が0.5〜10.0mmの厚みで構成され
たことを特徴とする特許請求の範囲第1項記載の
拘束型制振床部材。
[Scope of Claims] 1 At least a hydroxyl group-terminated liquid polymer and an isocyanate curing agent are essential components, and 200,000
An elastomer obtained by mixing at a viscosity of cps or less and crosslinking the mixture at a reaction temperature of 0°C to 100°C, and in which the crosslinking reaction product does not flow when left standing at a temperature of 150°C. Foamed viscoelastic material,
A restraining type vibration damping floor member characterized in that it is formed by laminating and integrally molding any one selected from wood board materials, inorganic board materials, sheets, films, and cloth in a sandwich shape. 2. The viscoelastic substance contains a hydroxyl group-terminated liquid polymer and an isocyanate curing agent as essential components, and contains appropriate amounts of a plasticizer, bituminous agent, filler, anti-aging agent,
Contains one or more of catalysts, pigments, surfactants, insect repellents, fungicides, and coupling agents,
2. The constrained vibration damping floor member according to claim 1, which is obtained by mixing and crosslinking at a temperature of 0°C to 100°C. 3. The constrained vibration damping floor member according to claim 1, characterized in that the viscoelastic material is formed with a thickness of 0.5 to 10.0 mm.
JP10256785A 1985-05-16 1985-05-16 Constraint type vibration-damping floor member Granted JPS61261048A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10256785A JPS61261048A (en) 1985-05-16 1985-05-16 Constraint type vibration-damping floor member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10256785A JPS61261048A (en) 1985-05-16 1985-05-16 Constraint type vibration-damping floor member

Publications (2)

Publication Number Publication Date
JPS61261048A JPS61261048A (en) 1986-11-19
JPH0448100B2 true JPH0448100B2 (en) 1992-08-05

Family

ID=14330796

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10256785A Granted JPS61261048A (en) 1985-05-16 1985-05-16 Constraint type vibration-damping floor member

Country Status (1)

Country Link
JP (1) JPS61261048A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63308150A (en) * 1987-06-10 1988-12-15 日本ゼオン株式会社 Soundproof composite flooring
JPS63308151A (en) * 1987-06-10 1988-12-15 日本ゼオン株式会社 Vibration damping composite floor panel
JPH0791898B2 (en) * 1987-08-21 1995-10-09 大鹿振興株式会社 Soundproof flooring
JP2690014B2 (en) * 1988-03-28 1997-12-10 松下電工株式会社 Shock absorbing material, soundproofing material, and vibration damping sheet
JP4671072B2 (en) * 2000-11-09 2011-04-13 清水建設株式会社 Seismic isolation device

Also Published As

Publication number Publication date
JPS61261048A (en) 1986-11-19

Similar Documents

Publication Publication Date Title
US11718995B2 (en) Roof cover board derived from engineered recycled content
US4803112A (en) Impact-cushioning sheets and direct-applying restraint type floor damping structures using the same
US10450741B2 (en) Construction boards with coated inorganic facer
US20130284364A1 (en) Adhesives For Construction Materials Such As Tiles
JP2017512687A (en) Method of encapsulating brittle insulation in polyisocyanurate
KR20120028896A (en) Composite material comprising two or more layers of a wood which are arranged one on top of the otehr
JPS61261048A (en) Constraint type vibration-damping floor member
JPH0448098B2 (en)
JPH0776275B2 (en) Damping structure
JPH0637099B2 (en) Vibration control panel
JPH11148185A (en) Floor panel
JPH0481020B2 (en)
JPH0555296B2 (en)
JPH0448099B2 (en)
TW202325950A (en) Mat
JPS63151756A (en) Constraint type vibration-damping floor member for direct sticking
JPH0430508B2 (en)
JPS62275743A (en) Vibration-damping sound-insulating sheet for car
EP4477409A1 (en) Roof cover board derived from engineered recycled content
JPH0518988B2 (en)
TWI803267B (en) Mat
JPH0546419B2 (en)
JPS62251131A (en) Vibration-damping sound-insulating sheet for car
JP3583078B2 (en) Floor structure and construction method
JPH08207187A (en) Vibration damping and soundproofing material, vibration damping and soundproofing floor material, and method for manufacturing vibration damping and soundproofing material

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees