JPS6290465A - Anti-vibration flooring - Google Patents
Anti-vibration flooringInfo
- Publication number
- JPS6290465A JPS6290465A JP9982986A JP9982986A JPS6290465A JP S6290465 A JPS6290465 A JP S6290465A JP 9982986 A JP9982986 A JP 9982986A JP 9982986 A JP9982986 A JP 9982986A JP S6290465 A JPS6290465 A JP S6290465A
- 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.)
- Granted
Links
Landscapes
- Floor Finish (AREA)
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】
(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−[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づるbのぐある。Detailed Description of the Invention (Industrial Field of Application) The present invention is an anti-vibration system for reducing the transmission of floor impact noises generated when children, etc. jump on the floors of houses, especially apartment complexes, from being transmitted downstairs. B information related to flooring 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!il音は、人の歩行や
飛び跳ね等に伴う衝撃が床IM造を振動さVlその撮φ
J口こよって階下に而する床下地から音が放出されるこ
とにより発生1−るものである。(Prior Art) In recent years, floor impact noise from above floors in apartment complexes has become a major social problem. This floor! The sound is caused by the vibration of the floor structure due to the impact caused by people walking or jumping.
This is caused by the sound being emitted from the basement floor below the floor.
−F記法衝撃音は人別して、足音等の軽石衝撃によるも
のと、子供等が飛び跳ねる際の重量衝撃(衝撃力387
5N>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、床の表面にカーペッ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って容易に
解決することができる。-F Notation Impact sounds are classified into two types: those caused by the impact of pumice stones such as footsteps, and those caused by the weight of a child jumping up and down (impact force 387).
5N>. Among these, floor impact noise caused by light impact can be easily solved by laying soft materials such as carpets or tatami mats on the floor surface to absorb and soften the impact force.
一方、t@崩耐衝撃よる床衝撃音は、衝撃力が大きいた
めにカーペッ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wk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でる方法どが知られてい
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3001nT11にする
と、3875Nの衝撃力を作用さ「た場合、150II
I11厚さのコンクリート床スラブの場合に比べて約1
2出だ(〕床v#wI音を低減さけることができ、参考
までに1−1本建築学会基準の床衝撃音レベルによる疎
音等級はL−55となり、生活実感としてIth撃によ
る音が少し気になる稈麿でtt意して生活寸れば、問題
とならないレベルまで床−1撃音を低減させることがで
きる。また、後者の浮き床T法は、上部浮き球H(コン
クリ−1〜厚50 mm >と緩!+i層(グラスウー
ル96 kCJ/ yn” 、厚さ25〜50II1m
)とににッてコンクリートスラブに加わる衝撃力を低減
(る方法であって、この低減91宋は十部浮ぎ床層の重
量と緩衝材のバネ定数とによって決まり、L部浮き床層
のffl量が大きい稈、また緩衝Hのバネ定数が小さい
程効果が人である。参考までに、スラブ厚150III
mでグラスウールのバネ定数8X108N/ばで床衝撃
音レベルによる逓?1 ’!4級はし−50となり、生
活実感として床##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, the floor impact noise caused by t @ collapse impact resistance cannot be absorbed by surface materials such as carpets due to the large impact force, and no sufficient solution has been found. As measures to reduce WK noise, methods such as increasing the thickness of the floor slab and creating a floating floor structure are known. In other words, the former increase in floor slab thickness is, for example, if the thickness of the floor slab is 3001nT11, which is twice the normal thickness, and an impact force of 3875N is applied,
Compared to the case of I11 thick concrete floor slab, approx.
It is possible to reduce the floor v # wI sound, and for reference, the noise rating based on the floor impact sound level of the Architectural Institute of Japan standards is L-55, and as a practical experience, the sound caused by Ith impact is a little If you plan your life carefully with the mulch you are concerned about, you can reduce the floor-1 impact sound to a level that does not pose a problem.In addition, the latter floating floor T method uses the upper floating ball H (concrete 1 ~Thickness 50 mm> and loose!+I layer (Glass wool 96 kCJ/yn", thickness 25~50 II 1 m
) is a method of reducing the impact force applied to the concrete slab. The larger the amount of ffl is, and the smaller the spring constant of the buffer H, the more effective it is.For reference, the slab thickness is 150III.
The spring constant of the glass wool is 8 x 108N/by the floor impact sound level. 1'! The level 4 is 50, and the sound of the floor is reduced to a level where it is almost unnoticeable in daily life.
(発明が解決しようとする問題点)
しかるに、上記従来の床衝撃音の軽減対画は双−4一
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、床重崩が増加し、特に高層建築においでは構造
設計面で不利となり、また多大のコストアップとイする
という欠点がある。(Problems to be Solved by the Invention) However, in both of the above-mentioned conventional measures for reducing floor impact noise, it is necessary to increase the concrete thickness of the floor, which leads to an increase in floor collapses, and especially In high-rise buildings, this method is disadvantageous in terms of structural design and also has the disadvantage of significantly increasing costs.
そこで、上記床衝撃音の発生原因について検討するに、
I!!量衝撃力を受けると、この衝撃力はコンクリ−1
・床スラブに伝達し、この伝達した衝撃力によって床ス
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、^周波
域の床WJi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 sound mentioned above,
I! ! When the concrete receives an impact force, this impact force
・The transmitted impact force causes the floor slab itself to bend and vibrate, and the vibration of this floor slab emits impact sound downstairs. In particular, the sound caused by the vibration of this floor slab is caused by the vibration of the concrete floor slab. Since the natural vibration frequency of is in the low frequency range, if you look at the sound pressure level of floor impact sound by frequency, the sound pressure in the low frequency range is high, and the floor WJi impact sound in the ^ frequency range is not audible. This is due to the fact that sounds in the low frequency range are heard 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、床重邑の増加を招くことなく重
量衝撃による床スラブの振助を小さくして、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 problems, and its purpose is to provide a floor material with a vibration absorbing structure that utilizes the principle of a dynamic vibration absorber, thereby reducing weight impact without increasing the floor weight. The objective is to reduce the vibration of the floor slab caused by the vibration of the floor slab, thereby reducing floor impact noise.
(問題点を解決でるための手段)
上記の目的を達成(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ック等よりイする弾性体と
、該弾性体中に内包された金属又は鉱物等よりなる高密
成体とからイする構成としたりのである。(Means for Solving the Problems) In order to achieve the above-mentioned object, the solving means of the present invention includes a hollow panel having a hollow part, and a structure in which the hollow panel is filled and fixed as a vibration-proof flooring material. The structure includes an elastic body made of rubber or foamed plastic, etc., which has a smaller spring constant than the hollow panel, and a high-density composite body made of metal, mineral, etc. contained 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
撃力が加わったとき、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
幽密面体が該弾性体をfI−L。(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. The elastic body is fI-L.
て動くことが可能であるため、上記衝撃力が作用した時
にヒ記高W5酸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、ぞの結
果として床下地に直接作用する衝撃力が小さくなって、
床下地の振動が小さく、かつ短縮される。Therefore, when the impact force is applied, the high W5 acid body described above tries to stay in the same position due to inertia and deforms the elastic body surrounding it, and in order to cause this deformation, the impact force is applied. As a result, the impact force acting directly on the subfloor becomes smaller.
Vibrations in the subfloor are reduced and shortened.
しかも、」−記弾性体と高密度体との糸がパネル振動に
対して動的吸振器として働(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って所定の周波
数域の共振系を構成し、パネルの振動−Lネルギーを吸
収さ1!ることが可能であり、従ってこの振動吸収によ
って衝撃音を有効に減少させることができる。また、1
つのパネルに巽なったバネ定数の弾性体や異なった質量
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。In addition, the threads between the elastic body and the high-density body act as a dynamic vibration absorber against panel vibration (therefore, the spring constant of the elastic body and the mass of the high-density body are appropriately selected, and the high-density body By adjusting the natural vibration frequency of the panel in advance, it is possible to configure a resonance system in a predetermined frequency range and absorb the vibration-L energy of the panel. Therefore, by absorbing this vibration, it is possible to effectively reduce impact sound. can be reduced to 1.
It is preferable to mix elastic bodies with uniform spring constants or high-density bodies with different masses in one panel, since vibrations of multiple 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+14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って、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、
該グラスウールマット2上には複数の防振床材A、Ah
<互いに連接されて張設されており、該防1辰床材△1
−にはカーペラ1〜等の床仕上げ材3が配6Qされて浮
ぎ床構造が構成されている。FIG. 2 shows a floating floor +14 structure using vibration-proof flooring material A according to the first embodiment of the present invention. In the figure, reference numeral 1 denotes a subfloor made of a concrete slab or the like, and a glass wool mat 2 is placed on the subfloor 1 as a cushioning material.
A plurality of anti-vibration flooring materials A and Ah are placed on the glass wool mat 2.
<They are connected to each other and stretched, and the flooring material △1
- floor finishing materials 3 such as carpeters 1 to 6Q are arranged to form a floating floor structure.
そして、上記防振床材Aは、第1図に詳示づるように、
内部に貫通する中空部4が横−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1度体7とによって構成されている。L記中
空パネル5は、セメント、ケイ酸hルシウム、ALC,
5青、木材チップ、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J:りなる。The above-mentioned vibration-proof flooring material A is, as shown in detail in FIG.
A hollow panel 5 in which hollow parts 4 penetrating the inside are formed in horizontal rows, an elastic body 6 filled and fixed in the hollow part 4 of the hollow panel 5, and an elastic body 6 embedded in the elastic body 6 and enclosed therein. It is constituted by a high-degree body 7 of an appropriately shaped shape. The L hollow panel 5 is made of cement, lucium silicate, ALC,
Extrusion-molded panel J: Rinaru, which is formed by extrusion-molding 5 blue, wood chips, synthetic resin, etc., and has a hollow part 4 formed inside.
また、上記弾性体6は、ゴム、発泡プラスチック、各種
ファイバー等で、上記中空パネル5の材料よりもバネ定
数が小ざい弾性月利よりなる。また、上記高密度体7は
、比重が2,0以十の金属(畝、鉛等)又は鉱物(¥4
7:i1砂等)等よりなり、ぞの形状は球状、ブロック
状体等の立方体や角片状等−〇 −
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に沿っ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に沿って連続的に内包させた形態で配設
される。Further, the elastic body 6 is made of rubber, foamed plastic, various fibers, etc., and has a spring constant smaller than that of the material of the hollow panel 5. In addition, the high-density body 7 may be a metal (ridge, lead, etc.) or a mineral (¥4
7:i1 sand, etc.), etc., and the shape of the hole is a sphere, a cube such as a block, a plate-like body such as a square piece, or a columnar body such as a cylinder, and the elastic body 6
A form in which the elastic body 6 is discontinuously dispersed and contained along the hollow part 4, or a form in which it is made of a long material such as a rod or a strip and is continuously contained in the elastic body 6 along the hollow part 4. It will be arranged in
したがって、このように構成された浮き床構造に対して
衝撃力が加わったとき、防振床材へ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滌費されて
、床下地1に直接作用する衝撃力が小さくなるどともに
、防振床材Aが衝撃力によって曲げ振動を発生すると、
この振動が起っている間、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−〇 −
6の変形とで消費され続けることになり、防振床材A自
体の撮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 deforms and the vibration-proofing floor material A (hollow panel 5) tends to undergo bending vibration. However, in the vibration-proof flooring material A, the high-density body 7 is provided in the hollow part 4 of the hollow panel 5 and is enclosed in the elastic body 6.
Therefore, when the impact force acts, the high-density body 7 tries to stay in the same position due to inertia and deforms the elastic body 6 around it. When a part of the impact force is used to cause the deformation, the impact force directly acting on the floor substrate 1 becomes smaller, and when the vibration-proof flooring material A generates bending vibration due to the impact force,
While this vibration is occurring, the above action continues, and part of the energy due to the bending vibration of the vibration-proof flooring material A continues to be consumed by the displacement of the high-density body 7 and the deformation of the elastic body -〇-6. As a result, the amount of photographing of the vibration-proof flooring 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BQ L)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5%ll振1j系を構成して動的吸振器とし
て働くので、ws密喰体7をパネル5のもつ固有振動周
波数で共振さ」するように弾性体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ってパネル5
の1!動を効率良く減表させて、床下地の振動によって
放出される合を小さくすることができるのである。Moreover, since the high-density body 7 is enclosed in the elastic body 6 in the hollow part 4 of the hollow panel 5, the high-density body 7 and the high-density body 7 are Since the system with the body 7 forms a 5% ll vibration 1j system and works as a dynamic vibration absorber, the spring constant of the elastic body 6 is adjusted so that the ws dense body 7 resonates at the natural vibration frequency of the panel 5. By appropriately setting the mass of the high-density body 7, the panel 5
No. 1! This makes it possible to efficiently reduce the vibrations and reduce the amount of energy 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WIr*体7を異なる質(至)のらのとしなり、あ
るいは同図仮想線で示す如く1つの中空部4内に異2に
る質層の高密度体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った副振動系を混在さ
せることにより、ム範囲の周波数域で」−記^密膚体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にカーペットや畳等を用いる
ことによって容易に吸収することができる。Further, the elastic body 6 in the hollow part 4 of the hollow panel 5 may have a different spring constant, or the hollow part 4 may have a different spring constant as shown in FIG.
The high WIr* bodies 7 of 2 are mixed with different quality layers, or high-density bodies 7 of different quality layers are mixed in one hollow part 4 as shown by the imaginary line in the figure. , by mixing sub-vibration systems with different natural vibration frequencies in one hollow panel 5, it is possible to generate vibrations in the frequency range of 1000 yen.
If it is made to resonate, it is possible to absorb vibrations of multiple frequencies at the same time. Incidentally, light impact force such as the sound of 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%の繊雛混入セメントIt
$1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20 m+n )を内包する軟質
発泡ウレタン(20倍発発泡断面80×44關)の表面
に接着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rel 2300
kIj/yn”、 f’Jす150+im、 寸法57
00x4675mm)の−Fにグラスウール緩*’lA
(96h/1n’、厚さ40IIITl)を介して載
置して浮き床をつくり、これに対しJ I S −A
14.18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(気にならず、日本建築学会基準によるし−4
5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(グラスウール緩衝
材を介して=]ンクリー1・(密度2300 kq /
m” 、厚さ70胴)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
した結束は床衝撃音が少し気になる程度に聞えて[:1
本建築学会林準によるL−50の遮音性能(1級)であ
った。ま−)で、本発明例では従来例よりb 5 J低
下し、漬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.
Fiber-mixed cement with a thickness of 70 mm and a hollow rate of 50%.
A hollow panel made of $1 was created, and adhesive was applied to the surface of a soft urethane foam (20 times foamed cross section 80 x 44 mm) containing an iron rod (specific gravity 7.86, diameter 20 m + n) in the hollow part. It was later inserted to create anti-vibration flooring. This anti-vibration floor material is made of concrete slab (density rel 2300
kIj/yn", f'Jsu150+im, dimension 57
00x4675mm) -F with glass wool loose *'lA
(96h/1n', thickness 40IIITl) to create a floating floor;
When we measured the floor impact sound level from downstairs using a weight impact sound generator specified in 14.18, we found that the floor impact sound level was all (not noticeable, according to the standards of the Architectural Institute of Japan).
Achieved a sound insulation performance of 5 (special grade). On the other hand, for comparison, the same (through glass wool buffer =) concrete 1.(density 2300 kq/
A floating floor was made using the conventional wet method by pouring and molding a material (70mm thick, 70 mm thick), and the floor impact sound level of this was measured.
The sound insulation performance was rated L-50 (grade 1) by Jun Hayashi of the Architectural Institute of Japan. It can be seen that b 5 J is lower in the example of the present invention than in the conventional example, and a damped 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÷4A′を
用いた床構造を示し、該防振床今1Δ′は、第4図に示
寸ように、その中空パネル5が、表裏の面材5a、5a
間を多数のブ1]ツク状材5b・・・で連結してその内
部に相対づる側面間を貫通する中空部4が格子状に形成
されl、二組立てパネルよりなるもので、該中空パネル
5jの中空部4内には弾性体6が挿入固着され、該弾M
体6中には棒状の高密を皮体7が十王動可能に弾性支持
された状態に内包されている。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、該高密醜
−12一
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。(Second Embodiment) FIG. 3 shows a floor structure using a vibration isolation floor divided by 4A' according to a second embodiment of the present invention, and the vibration isolation floor 1Δ' is as shown in FIG. , the hollow panel 5 has front and back surface materials 5a, 5a.
A hollow part 4 is formed in a lattice shape, connecting the spaces between the two with a large number of tab-like members 5b, and penetrating between the opposing sides of the hollow part 4. An elastic body 6 is inserted and fixed in the hollow part 4 of 5j, and the elastic body 6
Inside the body 6, a rod-shaped high-density body 7 is elastically supported so as to be movable. 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 is welded or bonded to the end of the high-density body 7 of the adjacent hollow panel 5. They are connected by a connecting body or the like.
尚、第3図中、10は防]辰床材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
設けたカーペットとからなる。In FIG. 3, numeral 10 is a rigid board stretched over the [vinyl] 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、上記崗密度体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201−I Z以下の低周波域に設定
することも可能であり、重−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、また安価に実施づ−ることができ
る。In the case of this example, in particular, since the granite body 7 is connected to the high-density body 7 of the adjacent hollow panel 5 and made elongated, its natural vibration frequency shifts to the lower frequency side, so the panel 5 It is also possible to set the resonant frequency of the dynamic vibration absorber to a low frequency range below 201-IZ, which cannot be felt by the hearing, without increasing the size of the panel. It is possible to consume and absorb the vibration energy of the panel itself due to floor impact as extremely low frequency vibration energy. Furthermore, since the panel size can be small, the handling and workability of the panel 5 will not be degraded, and the 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間を桟材5br連結してその中空部4
を一方向に横−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@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ってもよい。(Modification) As shown in FIGS. 5 and 6, the hollow panel 5 is constructed by connecting the front and back face materials 5a, 5a with the crosspieces 5br, and forming the hollow portion 4 of the hollow panel 5.
are assembled panels formed in horizontal rows in one direction, and each rod-shaped high-density body 7 enclosed in the elastic body 6 in the hollow part 4 is connected to the high-density body 7 of another adjacent hollow panel 5. They may be connected only in one direction at their ends.
この場合、さらに、第9図に示寸よう゛に、組立て中空
パネル5の面材5aを合板、パーティクルボード、ファ
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、桟材5bを、1チヤンネル等の金属製型材ある
いはF RP l11型材で形成してパネル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5
Cを一体に設けるとともに、桟材5bとして金属、FR
P、プラスチック等の補強材5dで被覆した木製桟材を
用いて、パネル5全体の曲げ剛性の増大を図ってもよい
。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イドリ、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、その加振点のみイ【らずパネル5全体に百
って均一に振動さけ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って振動の減衰が一
層速かに行われて好ましい。In this case, the surface material 5a of the assembled hollow panel 5 may be made of a wooden board such as plywood, particle board, fiberboard, or wood cement board, as shown in FIG. In addition to facilitating construction by hammering or the like, the flexural rigidity of the entire panel 5 may be increased by forming the crosspiece 5b from a metal shape material such as one channel or an FRP 111 shape material. Further, as shown in FIG. 10, a reinforcing plate 5 such as a metal plate or an FRP plate is provided on the surface of the wooden panel 5a.
C is integrally provided, and metal, FR is used as the crosspiece 5b.
The bending rigidity of the entire panel 5 may be increased by using a wooden crosspiece covered with a reinforcing material 5d such as P or plastic. When the bending rigidity of the entire hollow panel 5 is increased in this way, the bending deformation of the panel 5 due to the impact force is small and the impact force acts uniformly on the entire panel 5, and the high-density body 7 in the hollow part 4 is Since the vibration can be avoided not only at the excitation point but also uniformly throughout the panel 5, the high-density body inside the panel vibrates uniformly, and the vibration is damped more quickly. It is preferable.
また、弾性体6は、中空パネル5の中空部4内に連続的
に配設されるほか、第7図に示すように、長尺材よりイ
トる高密度体7を部分的に包み込むように中空部4に沿
って不連続的に配設するようにしてもよい。この場合、
高W:位体を部分的に弾性体で支持しているので、小さ
な衝撃力でも高密度体が敏感に振動1ノで、小さな衝撃
力をも吸収することが出来る。また、第7図に示すよう
に、中空パネル5の相対Jる一端部に雄実部5eを、他
端部に該雌実部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。In addition, the elastic body 6 is disposed continuously in the hollow part 4 of the hollow panel 5, and as shown in FIG. They may be arranged discontinuously along the hollow portion 4. in this case,
High W: Since the body is partially supported by an elastic body, the high-density body can sensitively absorb even a small impact force with just one vibration. Further, as shown in FIG. 7, a male part 5e is provided at one end of the hollow panel 5, and a female part 5f into which the female part 5e can fit is provided at the other end. The panels 5.5 can be easily and quickly joined together, and the hollow panels 5, 5 adjacent to each other can be easily and quickly joined together.
The high-density bodies 7, 7 may be connected via connecting fittings 8 to increase the rigidity of the entire floor surface and prevent the occurrence of uneven levels 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ってもよい。この場合、溶接による
連結方法の他、^Wi度体7の端部同志を重合させてポ
ル]・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 bodies 7 can be polymerized together and connected by a simple method such as pol].
(発明の効宋)
以ト説明したように、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(−る弾性体を設けて、動
的吸振器として作用さゼるようにしたので、衝撃による
パネルの振動を有効に吸収(〕てパネル全体の振動を小
さくづることができる。(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, so that it acts as a dynamic vibration absorber. This allows the panel to effectively absorb vibrations caused by impact, thereby reducing the vibration of the entire panel.
特に、パネルの振動エネルギーが高密1立体の共振で吸
収されるので、床下地からtJ文出される音が小さくな
って床−1撃音の階下への伝播を大幅に低減することが
できる。J:って、床重吊を極端に増1111させるこ
となく床衝撃合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。In particular, since the vibration energy of the panel is absorbed by the high-density one-dimensional resonance, the sound emitted from the subfloor is reduced, and the propagation of the floor-first impact sound to the downstairs can be significantly reduced. J: Therefore, it is possible to provide a material suitable for flooring of high-rise buildings, which can easily and inexpensively prevent the propagation of floor impact to the lower floors without significantly increasing the floor load. can.
−16=−16=
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図は子の施工状態の
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lノだ斜視
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1
Q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 present invention; FIG. 1 is an enlarged vertical cross-sectional view of a main part of the vibration-proof flooring material of the first embodiment, and FIG. 2 is a vertical cross-sectional view of the construction state of the second embodiment. Fig. 3 is a vertical cross-sectional view of the second embodiment;
The figure is a perspective view of the vibration-proof flooring material. FIG. 5 is a perspective view showing a modified example, and FIG. 6 is a partially cutaway perspective view of the vibration-proof flooring material. FIG. 7 and FIG. 8 are a sectional view and a partial perspective view showing other modifications, respectively. Figure 9 and 1
The Q diagrams are a cross-sectional view and a partially enlarged cross-sectional view showing a modified example, respectively. A, A'...Vibration-proof floor material, 4...Hollow part, 5...
Hollow panel, 6... elastic body, 7... high density body.
Claims (7)
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
は発泡プラスチッ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。(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 a metal, mineral, etc. contained in the elastic body. A vibration-proof flooring material characterized by comprising a high-density body consisting of:
等の形状で、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。(2) The high-density body has an appropriately shaped cube, columnar body, plate-like body, etc., and is discontinuously dispersed and included in the elastic body. Shaking bed material.
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。(3) The high-density body is made of a long material such as a rod shape or a strip shape,
Claim No. (
Vibration-proof flooring material described in section 1).
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。(4) An anti-vibration floor according to claim (3), wherein the end of the high-density body made of 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. Material.
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。(5) The hollow panel is an assembled panel in which the front and back materials are connected by crosspieces or block-shaped materials. The vibration-proof flooring material described in section 4).
されている特許請求の範囲第(5)項記載の防振床材。(6) The anti-vibration floor material according to claim (5), wherein the crosspiece is formed of a rigid profile such as metal or FRP.
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。(7) The hollow panel is an extrusion-molded panel in which a hollow portion is formed by extrusion-molding cement or wood chips, etc. Claims (1), (2), (3), or The vibration-proof flooring material described in (4).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11945585 | 1985-05-31 | ||
| JP60-119455 | 1985-05-31 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6290465A true JPS6290465A (en) | 1987-04-24 |
| JPH0458865B2 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) |
-
1986
- 1986-04-30 JP JP9982986A patent/JPS6290465A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0458865B2 (en) | 1992-09-18 |
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