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JPH0458865B2 - - Google Patents
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JPH0458865B2 - - Google Patents

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Publication number
JPH0458865B2
JPH0458865B2 JP9982986A JP9982986A JPH0458865B2 JP H0458865 B2 JPH0458865 B2 JP H0458865B2 JP 9982986 A JP9982986 A JP 9982986A JP 9982986 A JP9982986 A JP 9982986A JP H0458865 B2 JPH0458865 B2 JP H0458865B2
Authority
JP
Japan
Prior art keywords
vibration
panel
hollow
floor
density
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
JP9982986A
Other languages
Japanese (ja)
Other versions
JPS6290465A (en
Inventor
Satoru Yoshimi
Akira Matsuoka
Yasuo Yoshida
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.)
Daiken Trade and Industry Co Ltd
Original Assignee
Daiken Trade and Industry 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 Daiken Trade and Industry Co Ltd filed Critical Daiken Trade and Industry Co Ltd
Publication of JPS6290465A publication Critical patent/JPS6290465A/en
Publication of JPH0458865B2 publication Critical patent/JPH0458865B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、住宅、特に集合住宅において階上で
子供等が飛び跳ねた時等に生じる床衝撃音が階下
に伝わるのを軽減する防振床材に関するものであ
る。
Detailed Description of the Invention (Industrial Field of Application) The present invention provides a vibration-proof floor for reducing the transmission of floor impact noises generated when children or the like jump on the floors of houses, especially apartment complexes, from being transmitted downstairs. It is related to materials.

(従来の技術) 近年、集合住宅等における階上からの床衝撃音
は大きな社会問題となっている。この床衝撃音
は、人の歩行や飛び跳ね等に伴う衝撃が床構造を
振動させ、その振動によつて階下に面する床下地
から音が放出されることにより発生するものであ
る。上記床衝撃音は大別して、足音等の軽量衝撃
によるものと、子供等が飛び跳ねる際の重量衝撃
(衝撃力3875N)によるものとがある。このうち、
軽量衝撃による床衝撃音は、床の表面にカーペツ
トや畳などの柔かい材料を敷設して衝撃力を吸収
緩和することによつて容易に解決することができ
る。
(Prior Art) In recent years, floor impact noise from above floors in apartment complexes has become a major social problem. This floor impact sound is generated when the floor structure is vibrated by the impact caused by people walking or jumping, and the vibrations cause sound to be emitted from the subfloor facing downstairs. The above-mentioned floor impact noises can be roughly divided into those caused by light impacts such as footsteps, and those caused by heavy impacts (impact force 3875N) when children or the like jump. this house,
Floor impact noise caused by light impact can be easily solved by laying soft materials such as carpets and tatami mats on the floor surface to absorb and soften the impact force.

一方、重量衝撃による床衝撃音は、衝撃力が大
きいためにカーペツト等の表面材で吸収すること
ができず、充分な解決策は見出されていないが、
この重量衝撃による床衝撃音を軽減する対策とし
ては、床スラブ厚を増大する方法、および浮き床
構造とする方法とが知られている。すなわち、前
者の床スラブ厚の増大は、例えば床スラブの厚さ
を通常の2倍である300mmにすると、3875Nの衝
撃力を作用させた場合、150mm厚さのコンクリー
ト床スラブの場合に比べて約12dBだけ床衝撃音
を低減させることができる。参考までに日本建築
学会基準の床衝撃音レベルによる遮音等級はL−
55となり、生活実感として衝撃による音が少し気
になる程度で注意して生活すれば、問題とならな
いレベルまで床衝撃音を低減させることができ
る。また、後者の浮き床工法は、上部浮き床層
(コンクリート厚50mm)と緩衝層(グラスウール
96Kg/m3、厚さ25〜50mm)とによつてコンクリー
トスラブに加わる衝撃力を低減する方法であっ
て、この低減効果は上部浮き床層の重量と緩衝材
のバネ定数とによつて決まり、上部浮き床層の重
量が大きい程、また緩衝材のバネ定数が小さい程
効果が大である。参考までに、スラブ厚150mmで
グラスウールのバネ定数8×106N/m3で床衝撃
音レベルによる遮音等級はL−50となり、生活実
感として床衝撃音がほとんど気にならないレベル
まで低減される。
On the other hand, floor impact noise due to weight impact cannot be absorbed by surface materials such as carpets due to the large impact force, and no adequate solution has been found.
As measures to reduce floor impact noise caused by weight impact, there are known methods such as increasing the thickness of the floor slab and creating a floating floor structure. In other words, the increase in floor slab thickness in the former case is, for example, when the thickness of the floor slab is increased to 300 mm, which is twice the normal thickness, when an impact force of 3875 N is applied, compared to the case of a concrete floor slab with a thickness of 150 mm. Floor impact noise can be reduced by approximately 12dB. For reference, the sound insulation grade according to the floor impact sound level according to the Architectural Institute of Japan standards is L-
55, and if you live your life with care, even if the noise caused by impact is a little bothersome, you can reduce floor impact noise to a level that does not pose a problem. The latter floating floor construction method requires an upper floating floor layer (concrete thickness 50 mm) and a buffer layer (glass wool
96Kg/m 3 , thickness 25-50mm), the reduction effect is determined by the weight of the upper floating floor layer and the spring constant of the buffer material. The greater the weight of the upper floating floor layer and the smaller the spring constant of the cushioning material, the greater the effect. For reference, when the slab thickness is 150 mm and the spring constant of glass wool is 8 x 10 6 N/m 3 , the sound insulation grade based on the floor impact sound level is L-50, and the floor impact noise is reduced to a level that is almost unnoticeable in daily life. .

(発明が解決しようとする課題) しかるに、上記従来の床衝撃音の軽減対策は双
方共に、床のコンクリート厚を増大させる必要が
あることから、床重量が増加し、特に高層建築に
おいては構造設計面で不利となり、また多大のコ
ストアツプとなるという欠点がある。
(Problem to be Solved by the Invention) However, both of the above-mentioned conventional measures to reduce floor impact noise require increasing the concrete thickness of the floor, which increases the weight of the floor, making structural design difficult, especially in high-rise buildings. This method has disadvantages in that it is disadvantageous in terms of aspects and costs increase considerably.

そこで、上記床衝撃音の発生原因について検討
するに、重量衝撃力を受けると、この衝撃力はコ
ンクリート床スラブに伝達し、この伝達した衝撃
力によつて床スラブ自体が曲げ振動して、この床
スラブの振動が階下に衝撃音を放出するが、特に
この床スラブの振動による音は、コンクリート床
スラブの固有振動周波数が低周波数域にあるた
め、床衝撃音の周波数別の音圧レベルをとらえる
と、低周波数域における音圧が高くなって、高周
波域の床衝撃音は聞こえないで、低周波数域の音
が大きく聞こえてしまい、その結果全体としての
遮音性が悪くなることに依る。
Therefore, when considering the cause of the floor impact noise mentioned above, when receiving a weight impact force, this impact force is transmitted to the concrete floor slab, and the floor slab itself bends and vibrates due to this transmitted impact force. The vibration of the floor slab emits impact sound downstairs, but especially the sound caused by the vibration of the floor slab is because the natural vibration frequency of the concrete floor slab is in the low frequency range. In other words, the sound pressure in the low frequency range increases, and the floor impact sound in the high frequency range cannot be heard, but the sound in the low frequency range becomes louder, and as a result, the overall sound insulation performance deteriorates.

本発明はかかる点に鑑みてなされたもので、そ
の目的とするところは、床材を動的吸振器の原理
を利用した吸振構造とすることにより、床重量の
増加を招くことなく重量衝撃による床スラブの振
動を小さくして、床衝撃音を小さくすることにあ
る。
The present invention has been made in view of the above points, and its purpose is to provide a floor material with a vibration absorbing structure that utilizes the principle of a dynamic vibration absorber, thereby preventing weight impact from increasing without increasing the weight of the floor. The purpose is to reduce the vibration of the floor slab and reduce floor impact noise.

(課題を解決するための手段) 上記の目的を達成するため、本発明の解決手段
は、防振床材として、中空部を有する中空パネル
と、該中空パネルの中空部に充填固着され中空パ
ネルよりもバネ定数が小さいゴム又は発泡プラス
チツク等よりなる弾性体と、該弾性体中に内包さ
れた金属又は鉱物等よりなる高密度体とからなる
構成としたものである。
(Means for Solving the Problems) In order to achieve the above object, the solving means of the present invention provides a hollow panel having a hollow part and a hollow panel filled and fixed in the hollow part of the hollow panel as a vibration-proof flooring material. The structure is made up of an elastic body made of rubber or foamed plastic, etc., which has a spring constant smaller than that of the elastic body, and a high-density body made of metal, mineral, etc., encapsulated in the elastic body.

(作用) 上記の構成により、本発明の防振床材では、床
表面に衝撃力が加わつたとき、中空パネルが変形
して曲げ振動をしようとするが、該パネル中空部
の弾性体に内包された高密度体が該弾性体を介し
て動くことが可能であるため、上記衝撃力が作用
した時に上記高密度体が慣性で同位置にとどまろ
うとしてその周囲をとりまく弾性体を変形させ、
この変形を行わせるために衝撃力の一部が消費さ
れることになり、その結果として床下地に直接作
用する衝撃力が小さくなつて、床下地の振動が小
さく、かつ短縮される。
(Function) With the above structure, in the vibration-proof flooring material of the present invention, when an impact force is applied to the floor surface, the hollow panel deforms and tries to bend and vibrate, but the vibration is contained in the elastic body of the hollow part of the panel. Since the high-density body can move through the elastic body, when the impact force acts, the high-density body tries to stay in the same position due to inertia and deforms the surrounding elastic body,
A part of the impact force is consumed to cause this deformation, and as a result, the impact force directly acting on the subfloor is reduced, and the vibration of the subfloor is reduced and shortened.

しかも、上記弾性体と高密度体との系がパネル
振動に対して動的吸振器として働くため、弾性体
のバネ定数および高密度体の質量を適宜に選定し
て、高密度体の固有振動周波数を予め調整してお
くことによつて所定の周波数域の共振系を構成
し、パネルの振動エネルギーを吸収させることが
可能であり、従つてこの振動吸収によつて衝撃音
を有効に減少させることができる。また、1つの
パネルに異なつたバネ定数の弾性体や異なつた質
量の高密度体を混在させれば、複数の周波数の振
動を同時に吸収でき好ましい。
Moreover, since the system of the elastic body and the high-density body acts as a dynamic vibration absorber against panel vibration, the spring constant of the elastic body and the mass of the high-density body are appropriately selected to reduce the natural vibration of the high-density body. By adjusting the frequency in advance, it is possible to configure a resonant system in a predetermined frequency range and absorb the vibration energy of the panel. Therefore, this vibration absorption effectively reduces impact noise. be able to. Furthermore, it is preferable to mix elastic bodies with different spring constants and high-density bodies with different masses in one panel, since vibrations of a plurality of frequencies can be absorbed simultaneously.

(第1実施例) 以下、本発明の実施例を図面に基づいて詳細に
説明する。
(First Embodiment) Hereinafter, embodiments of the present invention will be described in detail based on the drawings.

第2図は本発明の第1実施例に係る防振床材A
を用いた浮き床構造を示す。同図において、1は
コンクリートスラブ等よりなる床下地であつて、
該床下地1上には緩衝材としてグラスウールマツ
ト2が配設されており、該グラスウールマツト2
上には複数の防振床材A,Aが互いに連接されて
張設されており、該防振床材A上にはカーペツト
等の床仕上げ材3が配設されて浮き床構造が構成
されている。
FIG. 2 shows a vibration-proof floor material A according to the first embodiment of the present invention.
This figure shows a floating floor structure using In the figure, 1 is a subfloor made of concrete slab etc.
A glass wool mat 2 is disposed on the floor substrate 1 as a cushioning material, and the glass wool mat 2
A plurality of vibration-proof flooring materials A, A are stretched and connected to each other on the top, and a floor finishing material 3 such as a carpet is placed on the vibration-proofing flooring material A to form a floating floor structure. ing.

そして、上記防振床材Aは、第1図に詳示する
ように、内部に貫通する中空部4が横一列状に形
成された中空パネル5と、該中空パネル5の中空
部4内に充填固着された弾性体6と、該弾性体6
中に埋設されて内包された適宜形状の高密度体7
とによつて構成されている。上記中空パネル5
は、セメント、ケイ酸カルシウム、ALC、石膏、
木材チツプ、合成樹脂等を押出し成形して、内部
に中空部4が形成された押出し成形パネルよりな
る。また、上記弾性体6は、ゴム、発泡プラスチ
ツク、各種フアイバー等で、上記中空パネル5の
材料よりもバネ定数が小さい弾性材料よりなる。
また、上記高密度体7は、比重が2.0以上の金属
(鉄、鉛等)又は鉱物(岩石、砂等)等よりなり、
その形状は球状、ブロツク状体等の立方体や角片
状等の板状体あるいは円柱状等の柱状体よりな
り、弾性体6中に中空部4に沿つて不連続に分散
させて内包させる形態、あるいは棒状、帯板状等
の長尺材よりなり、弾性体6中に中空部4に沿つ
て連続的に内包させた形態で配設される。
As shown in detail in FIG. 1, the above-mentioned vibration-proof flooring material A includes a hollow panel 5 in which hollow parts 4 penetrating the inside are formed in a horizontal line, and a hollow part 4 in the hollow panel 5. Filled and fixed elastic body 6 and the elastic body 6
A suitably shaped high-density body 7 embedded and contained therein
It is composed of: Above hollow panel 5
are cement, calcium silicate, ALC, plaster,
It consists of an extrusion-molded panel formed by extrusion-molding wood chips, synthetic resin, etc., with a hollow part 4 formed inside. Further, the elastic body 6 is made of an elastic material having a smaller spring constant than the material of the hollow panel 5, such as rubber, foamed plastic, or various fibers.
Further, the high-density body 7 is made of metal (iron, lead, etc.) or mineral (rock, sand, etc.) with a specific gravity of 2.0 or more,
The shape is a cube such as a sphere or a block, a plate-like body such as a square piece, or a columnar body such as a cylinder, and is discontinuously dispersed and contained in the elastic body 6 along the hollow part 4. Alternatively, it is made of a long material such as a rod or a strip, and is disposed in the form of being continuously enclosed in the elastic body 6 along the hollow portion 4 .

したがつて、このように構成された浮き床構造
に対して衝撃力が加わつたとき、防振床材Aが変
形して該防振床材A(中空パネル5)が曲げ振動
をしようとする。しかし、防振床材Aにおいては
中空パネル5の中空部4に高密度体7が弾性体6
に内包されて設けられて、弾性体6を介して動く
ことが可能であるため、上記衝撃力が作用する
と、上記高密度体7は慣性で同位置にとどまろう
としてその周囲の弾性体6を変形させることにな
り、この弾性体6を変形させるために衝撃力の一
部が消費されて、床下地1に直接作用する衝撃力
が小さくなる。そして、防振床材Aが衝撃力によ
つて曲げ振動を発生すると、この振動が起つてい
る間、上記の作用が継続し、防振床材Aの曲げ振
動によるエネルギーの一部が高密度体7の変位と
弾性体6の変形とで消費され続けることになり、
防振床材A自体の振動は小さくかつ短縮される。
Therefore, when an impact force is applied to the floating floor structure configured in this way, the vibration-proof flooring material A is deformed and the vibration-proofing flooring material A (hollow panel 5) tends to bend and vibrate. . However, in the vibration-proof flooring material A, the high-density body 7 is placed in the hollow part 4 of the hollow panel 5, and the elastic body 6
When the impact force is applied, the high-density body 7 tries to stay in the same position due to inertia and moves the surrounding elastic body 6. A part of the impact force is consumed to deform the elastic body 6, and the impact force directly acting on the floor substrate 1 becomes smaller. When the vibration-proof flooring material A generates bending vibration due to the impact force, the above action continues while this vibration occurs, and a part of the energy due to the bending vibration of the vibration-proofing flooring material A is transferred to a high density. It continues to be consumed by the displacement of the body 7 and the deformation of the elastic body 6,
The vibration of the vibration-proof floor material A itself is reduced and shortened.

しかも、上記高密度体7は中空パネル5の中空
部4に弾性体6に内包されて設けられているた
め、中空パネル5の振動(主振動系)に対して弾
性体6と高密度体7との系が副振動系を構成して
動的吸振器として働くので、高密度体7をパネル
5のもつ固有振動周波数で共振させるように弾性
体6のバネ定数および高密度体7の質量を適切に
設定することによつてパネル5の振動を効率良く
減衰させて、床下地の振動によつて放出される音
を小さくすることができるのである。
Moreover, since the high-density body 7 is provided in the hollow part 4 of the hollow panel 5 and enclosed in the elastic body 6, the elastic body 6 and the high-density body 7 are The system constitutes an auxiliary vibration system and works as a dynamic vibration absorber, so the spring constant of the elastic body 6 and the mass of the high-density body 7 are adjusted so that the high-density body 7 resonates at the natural vibration frequency of the panel 5. By setting it appropriately, it is possible to efficiently attenuate the vibrations of the panel 5 and reduce the sound emitted by the vibrations of the subfloor.

また、中空パネル5の中空部4における弾性体
6を異なるバネ定数のものとしたり、第1図で示
す如く中空部4の高密度体7を異なる質量のもの
としたり、あるいは同図仮想線で示す如く1つの
中空部4内に異なる質量の高密度体7を混在させ
るなどして、1つの中空パネル5に固有振動周波
数が異なつた副振動系を混在させることにより、
広範囲の周波数域で上記高密度体7が共振するよ
うにしておくと、複数の周波数の振動を同時に吸
収することも可能である。尚、足音等の軽量衝撃
力に対しては床仕上げ材3にカーペツトや畳等を
用いることによつて容易に吸収することができ
る。
Furthermore, the elastic body 6 in the hollow part 4 of the hollow panel 5 may have a different spring constant, the high-density body 7 in the hollow part 4 may have a different mass as shown in FIG. By mixing sub-vibration systems with different natural vibration frequencies in one hollow panel 5, such as by mixing high-density bodies 7 with different masses in one hollow part 4 as shown,
If the high-density body 7 is made to resonate in a wide frequency range, it is also possible to absorb vibrations of a plurality of frequencies at the same time. Incidentally, light impact force such as footsteps can be easily absorbed by using a carpet, tatami, or the like as the floor finishing material 3.

今、具体的に、押出し成形により実質部の比重
1.4、厚さ70mm、中空率50%の繊維混入セメント
材料よりなる中空パネルを作成し、その中空部
に、鉄棒(比重7.86、直径20mm)を内包する軟質
発泡ウレタン(20倍発泡、断面80×44mm)の表面
に接着剤を塗布した後挿入して防振床材を作成し
た。この防振床材をコンクリートスラブ(密度
2300Kg/m3、厚さ150mm、寸法5700×4675mm)の
上にグラスウール緩衝材(96Kg/m3、厚さ40mm)
を介して載置して浮き床をつくり、これに対し
JIS−A1418に規定されている重量衝撃音発生装
置にて加振し、階下より床衝撃音レベルを測定し
たところ、床衝撃音は全く気にならず、日本建築
学会基準によるL−45の遮音性能(特級)を得
た。これに対し、比較のために上記コンクリート
スラブ上に同じくグラスウール緩衝材を介してコ
ンクリート(密度2300Kg/m3、厚さ70mm)を流し
込み成形して従来の湿式法による浮き床をつく
り、これの床衝撃音レベルを測定した結果は床衝
撃音が少し気になる程度に聞えて日本建築学会基
準によるL−50の遮音性能(1級)であつた。よ
つて、本発明例では従来例よりも5dB低下し、優
れた防振効果が得られることが判る。
Now, specifically, by extrusion molding, the specific gravity of the real part is
1.4. Create a hollow panel made of fiber-mixed cement material with a thickness of 70 mm and a hollow ratio of 50%, and in the hollow part, a soft urethane foam (20 times foamed, cross section 80 x After applying adhesive to the surface of the 44mm), it was inserted to create a vibration-proof flooring material. This anti-vibration flooring material is made of concrete slab (density
2300Kg/m 3 , thickness 150mm, dimensions 5700 x 4675mm) on top of glass wool cushioning material (96Kg/m 3 , thickness 40mm)
to create a floating floor, and
When the floor impact sound level was measured from downstairs using a weight impact sound generator specified in JIS-A1418, the floor impact sound was not noticeable at all, and the sound insulation of L-45 according to the Architectural Institute of Japan standards. Obtained performance (special grade). For comparison, concrete (density 2300 kg/m 3 , thickness 70 mm) was poured onto the above concrete slab via glass wool cushioning material to create a floating floor using the conventional wet method. As a result of measuring the impact sound level, the floor impact sound was a little worrisome, and the sound insulation performance was L-50 (grade 1) according to the standards of the Architectural Institute of Japan. Therefore, it can be seen that in the example of the present invention, the vibration is lowered by 5 dB than in the conventional example, and an excellent vibration damping effect can be obtained.

(第2実施例) 第3図は、本発明の第2実施例に係る防振床材
A′を用いた床構造を示す。該防振床材A′は、第
4図に示すように、その中空パネル5が、表裏の
面材5a,5a間を多数のブロツク状材5b…で
連結してその内部に相当する側面間を貫通する中
空部4が格子状に形成された組立てパネルよりな
るもので、該中空パネル5の中空部4内には弾性
体6が挿入固着され、該弾性体6中には棒状の高
密度体7が上下動可能に弾性支持された状態に内
包されてなる。さらに、該高密度体7の端部は中
空パネル5の端面より突出していて、該高密度体
7の突出端部は相隣る中空パネル5の高密度体7
の端部と溶接や連結体等により連結されている。
尚、第3図中、10は防振床材A…上に張設され
た剛性板であり、また、床仕上げ材3は床板とそ
の上に設けたカーペツトとからなる。
(Second Example) FIG. 3 shows a vibration-proof flooring material according to a second example of the present invention.
The floor structure using A′ is shown. As shown in FIG. 4, the vibration-proof flooring material A' has a hollow panel 5 that connects the front and back surface materials 5a, 5a with a large number of block-like materials 5b... It consists of an assembled panel in which a hollow part 4 penetrating the hollow panel 5 is formed in a lattice shape, and an elastic body 6 is inserted and fixed in the hollow part 4 of the hollow panel 5. The body 7 is contained in a state in which it is elastically supported so that it can move up and down. Furthermore, the end of the high-density body 7 protrudes from the end surface of the hollow panel 5, and the protruding end of the high-density body 7 corresponds to the high-density body 7 of the adjacent hollow panel 5.
It is connected to the end of the body by welding, a connecting body, etc.
In FIG. 3, reference numeral 10 is a rigid plate stretched over the vibration-proof flooring material A, and the floor finishing material 3 consists of a floorboard and a carpet provided thereon.

本例の場合、特に、上記高密度体7が相隣る中
空パネル5の高密度体7と連結されて長尺化され
るため、その固有振動周波数が低周波側に移行す
るので、パネル5を大版化することなく、動的吸
振器の共振周波数を聴覚で感じとれないような20
Hz以下の低周波域に設定することも可能であり、
重量衝撃力をパネルサイズを大きくすることなく
極低周波の振動エネルギーとして床衝撃によるパ
ネル自体の振動エネルギーを消費、吸収すること
ができる。また、パネルサイズは小さくて済むた
めにパネル5の取扱い性や作業性の低下等を招く
ことがなく、簡便に施工でき、また安価に実施す
ることができる。
In the case of this example, in particular, since the high-density body 7 is connected to the high-density body 7 of the adjacent hollow panel 5 and becomes elongated, its natural vibration frequency shifts to the lower frequency side, so that the panel 5 20, so that the resonant frequency of the dynamic vibration absorber cannot be felt audibly without making it a large version.
It is also possible to set it to a low frequency range below Hz,
The vibration energy of the panel itself due to floor impact can be consumed and absorbed as extremely low frequency vibration energy without increasing the panel size. Furthermore, since the panel size can be small, the handling and workability of the panel 5 will not be degraded, and construction can be carried out easily and at low cost.

(変形例) 中空パネル5は、第5図および第6図に示すよ
うに表裏の面材5a,5a間を棧材5bで連結し
てその中空部4を一方向に横一列状に形成した組
立てパネルとし、該中空部4内の弾性体6に内包
された棒状の各高密度体7を相隣る他の中空パネ
ル5の高密度体7と、互いに端部同志にて一方向
のみに連結したものであつてもよい。
(Modification) As shown in FIGS. 5 and 6, the hollow panel 5 is formed by connecting the front and back surface materials 5a and 5a with a slat material 5b, and forming the hollow portion 4 in a horizontal row in one direction. As an assembled panel, each rod-shaped high-density body 7 contained in the elastic body 6 in the hollow part 4 is connected to the high-density body 7 of another adjacent hollow panel 5 with their ends mutually in one direction only. They may be connected.

この場合、さらに、第9図に示すように、組立
て中空パネル5の面材5aを合板、パーテイクル
ボード、フアイバーボード、木質セメント板等の
木製板とすることで上面への仕上げ材の釘打ち等
による施工を容易にするとともに、棧材5bを、
Iチヤンネル等の金属製型材あるいはFRP製型
材で成形してパネル5全体の曲げ剛性を高くして
もよい。また、第10図に示すように、木製面材
5aの表面に金属板、FRP板等の補強板5cを
一体に設けるとともに、棧材5bとして金属、
FRP、プラスチツク等の補強材5dで被覆した
木製棧材を用いて、パネル5全体の曲げ剛性の増
大を図つてもよい。このように中空パネル5全体
の曲げ剛性を高くすると、衝撃力によるパネル5
の曲げ変形が小さくなり、衝撃力がパネル5全体
に均一に作用して、中空部4内の高密度体7を、
その加振点のみならずパネル5全体に亘つて均一
に振動させることができるので、パネル内部の高
密度体が均一に振動するようになつて振動の減衰
が一層速かに行われて好ましい。
In this case, as shown in FIG. 9, by using a wooden board such as plywood, particle board, fiber board, or wood cement board as the face material 5a of the assembled hollow panel 5, it is possible to nail the finishing material to the top surface. In addition to making construction easier by
The bending rigidity of the entire panel 5 may be increased by molding it with a metal mold material such as an I-channel or an FRP mold material. Further, as shown in FIG. 10, a reinforcing plate 5c such as a metal plate or an FRP plate is integrally provided on the surface of the wooden panel 5a, and a metal or
The bending rigidity of the entire panel 5 may be increased by using a wooden beam covered with a reinforcing material 5d such as FRP or plastic. By increasing the bending rigidity of the entire hollow panel 5 in this way, the impact force on the panel 5 can be increased.
The bending deformation of is reduced, the impact force acts uniformly on the entire panel 5, and the high-density body 7 in the hollow part 4 is
Since it is possible to uniformly vibrate not only the excitation point but also the entire panel 5, the high-density body inside the panel vibrates uniformly, which is preferable because the vibration is damped more quickly.

また、第7図に示すように、中空パネル5の相
対する一端部に雄実部5eを、他端部に該雄実部
5eが嵌合可能な雌実部5fをそれぞれ設けて、
各パネル5,5同志の接合を簡便にかつ迅速に行
い得るようにするとともに、相隣る中空パネル
5,5の高密度体7,7を連結金具8を介して連
結するようにして床面全体の剛性を高めるように
し、各パネル間での段違いの発生を防いでもよ
い。
Further, as shown in FIG. 7, a male part 5e is provided at one end of the hollow panel 5 facing each other, and a female part 5f into which the male part 5e can fit is provided at the other end.
The panels 5, 5 can be easily and quickly joined together, and the high-density bodies 7, 7 of the adjacent hollow panels 5, 5 are connected via the connecting fittings 8, so that the floor surface It may be possible to increase the overall rigidity and prevent unevenness between the panels.

さらに、高密度体7は、棒状体の他、第8図に
示すように帯状の板状体であつてもよい。この場
合、溶接による連結方法の他、高密度体7の端部
同志を重合させてボルト等の簡便な手段で連結す
ることが出来る。
Furthermore, the high-density body 7 may be a strip-shaped plate-shaped body as shown in FIG. 8, in addition to a rod-shaped body. In this case, in addition to the connection method by welding, the ends of the high-density bodies 7 can be overlapped and connected by a simple means such as bolts.

(発明の効果) 以上説明したように、本発明の防振床材によれ
ば、パネルの中空部に高密度体を内包する弾性体
を設けて、動的吸振器として作用させるようにし
たので、衝撃によるパネルの振動を有効に吸収し
てパネル全体の振動を小さくすることができる。
特に、パネルの振動エネルギーが高密度体の共振
で吸収されるので、床下地から放出される音が小
さくなつて床衝撃音の階下への伝播を大幅に低減
することができる。よつて、床重量を極端に増加
させることなく床衝撃音の階下への伝播防止を簡
易にかつ安価に行うことができ、高層建築の床材
として好適なものを提供することができる。
(Effects of the Invention) As explained above, according to the vibration-proof flooring material of the present invention, an elastic body containing a high-density body is provided in the hollow part of the panel to act as a dynamic vibration absorber. , it is possible to effectively absorb the vibration of the panel due to impact and reduce the vibration of the entire panel.
In particular, since the vibration energy of the panel is absorbed by the resonance of the high-density body, the sound emitted from the subfloor is reduced, making it possible to significantly reduce the propagation of floor impact sound downstairs. Therefore, it is possible to easily and inexpensively prevent floor impact noise from propagating to the lower floors without significantly increasing the weight of the floor, and it is possible to provide a flooring material suitable for high-rise buildings.

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

図面は本発明の実施例を例示し、第1図は第1
実施例の防振床材の要部拡大縦断面図、第2図は
その施工状態の縦断面図である。第3図は第2実
施例の縦断面図、第4図はその防振床材の斜視図
である。第5図は変形例を示す斜視図、第6図は
その防振床材の一部破断した斜視図である。第7
図および第8図はそれぞれ他の変形例を示す断面
図および部分斜視図である。第9図および第10
図はそれぞれ変形例を示す断面図および部分拡大
断面図である。 A,A′……防振床材、4……中空部、5……
中空パネル、6……弾性体、7……高密度体。
The drawings illustrate embodiments of the invention, FIG.
FIG. 2 is an enlarged vertical cross-sectional view of the main part of the vibration-proof flooring material of the example, and FIG. 2 is a vertical cross-sectional view of the construction state. FIG. 3 is a longitudinal sectional view of the second embodiment, and FIG. 4 is a perspective view of the vibration-proof flooring. FIG. 5 is a perspective view showing a modification, and FIG. 6 is a partially cutaway perspective view of the vibration-proof flooring. 7th
The figure and FIG. 8 are a sectional view and a partial perspective view showing other modifications, respectively. Figures 9 and 10
The figures are a sectional view and a partially enlarged sectional view showing modified examples, respectively. A, A'...Vibration-proof floor material, 4...Hollow part, 5...
Hollow panel, 6... elastic body, 7... high density body.

Claims (1)

【特許請求の範囲】 1 中空部を有する中空パネルと、該中空部内に
充填固着され上記中空パネルよりもバネ定数が小
さいゴム又は発泡プラスチツク等よりなる弾性体
と、該弾性体中に内包された金属又は鉱物等より
なる高密度体とからなることを特徴とする防振床
材。 2 高密度体は、立方体、柱状体又は板状体に形
成され、弾性体中に不連続に分散して内包されて
いる特許請求の範囲第1項記載の防振床材。 3 高密度体は、棒状、帯板状等の長尺材よりな
り、弾性体中に連続して内包されている特許請求
の範囲第1項記載の防振床材。 4 長尺材よりなる高密度体の端部は、他の中空
パネルの高密度体と互いに連結可能に中空パネル
端面より突出している特許請求の範囲第3項記載
の防振床材。 5 中空パネルは、表裏の面材間を棧材又はブロ
ツク状材で連結した組立てパネルよりなる特許請
求の範囲第1項、第2項、第3項又は第4項記載
の防振床材。 6 棧材が、金属製又はFRP製等の剛性型材で
形成されている特許請求の範囲第5項記載の防振
床材。 7 中空パネルは、セメント又は木材チツプ等を
押出し成形して中空部を設けた押出し成形パネル
よりなる特許請求の範囲第1項、第2項、第3項
又は第4項記載の防振床材。
[Scope of Claims] 1. A hollow panel having a hollow part, an elastic body made of rubber or foamed plastic, etc., which is filled and fixed in the hollow part and has a spring constant smaller than that of the hollow panel, and which is enclosed in the elastic body. A vibration-proof flooring material comprising a high-density body made of metal, mineral, etc. 2. The vibration-proof flooring material according to claim 1, wherein the high-density body is formed into a cube, a columnar body, or a plate-like body, and is discontinuously dispersed and included in the elastic body. 3. The vibration-proof flooring material according to claim 1, wherein the high-density body is made of a long material such as a rod or a strip and is continuously enclosed within the elastic body. 4. The vibration-proof flooring material according to claim 3, wherein the end of the high-density body made of the elongated material protrudes from the end face of the hollow panel so as to be able to connect with the high-density body of another hollow panel. 5. The vibration-proof flooring material according to claim 1, 2, 3, or 4, wherein the hollow panel is an assembled panel in which the front and back surface materials are connected by a timber or block-like material. 6. The vibration-proof flooring material according to claim 5, wherein the beam is formed of a rigid profile material such as metal or FRP. 7. The vibration-proof flooring material according to claim 1, 2, 3, or 4, wherein the hollow panel is an extrusion-molded panel in which a hollow portion is provided by extrusion-molding cement or wood chips, etc. .
JP9982986A 1985-05-31 1986-04-30 Anti-vibration flooring Granted JPS6290465A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP60-119455 1985-05-31
JP11945585 1985-05-31

Publications (2)

Publication Number Publication Date
JPS6290465A JPS6290465A (en) 1987-04-24
JPH0458865B2 true JPH0458865B2 (en) 1992-09-18

Family

ID=14761795

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9982986A Granted JPS6290465A (en) 1985-05-31 1986-04-30 Anti-vibration flooring

Country Status (1)

Country Link
JP (1) JPS6290465A (en)

Also Published As

Publication number Publication date
JPS6290465A (en) 1987-04-24

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