JPH0355705Y2 - - Google Patents

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Publication number
JPH0355705Y2
JPH0355705Y2 JP9698985U JP9698985U JPH0355705Y2 JP H0355705 Y2 JPH0355705 Y2 JP H0355705Y2 JP 9698985 U JP9698985 U JP 9698985U JP 9698985 U JP9698985 U JP 9698985U JP H0355705 Y2 JPH0355705 Y2 JP H0355705Y2
Authority
JP
Japan
Prior art keywords
floor
vibration
damping plate
mat
elastic mat
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
JP9698985U
Other languages
Japanese (ja)
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JPS624546U (en
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Filing date
Publication date
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Priority to JP9698985U priority Critical patent/JPH0355705Y2/ja
Publication of JPS624546U publication Critical patent/JPS624546U/ja
Application granted granted Critical
Publication of JPH0355705Y2 publication Critical patent/JPH0355705Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、中高層住宅等において上階で飛び跳
ねる音や歩く音等の床衝撃音が下階に伝播するの
を軽減するための浮床構造の改良に関するもので
ある。
[Detailed description of the invention] (Field of industrial application) This invention is a floating floor structure for reducing the propagation of floor impact noise such as the sound of jumping and walking on the upper floors to the lower floors in medium-to-high-rise residential buildings. It is about improvement.

(従来の技術) 従来、上述のような中高層住宅等における床衝
撃音の伝播を防止する技術として、コンクリート
床スラブ等の床下地上にグラスウールマツト(又
はロツクウールマツト)を敷設して、その上に合
板あるいはパーテイクルボード等の剛性板および
床仕上げ材を配した浮床の構造は広く知られてい
る。この浮床構造は、グラスウールマツト(又は
ロツクウールマツト)の弾性、復元性を利用し
て、床衝撃による表面の剛性板材への衝撃力を緩
和し、コンクリート床スラブ等への衝撃力の伝播
を軽減するものである。
(Prior art) Conventionally, as a technology to prevent the propagation of floor impact noise in mid-to-high-rise housing, etc. as mentioned above, glass wool mats (or rock wool mats) are laid on the subfloor of concrete floor slabs, etc. Floating floor constructions with rigid boards such as plywood or particle board and floor coverings are widely known. This floating floor structure utilizes the elasticity and restorability of glass wool pine (or rock wool pine) to reduce the impact force on the rigid surface board due to floor impact, and reduce the propagation of impact force to concrete floor slabs, etc. It is something to do.

(考案が解決しようとする課題) ところが、近年、特に上記のような中高層住宅
等の上下階での伝播音が問題となり、その遮音性
をより向上させる必要性が生じてきた。
(Problem to be solved by the invention) However, in recent years, propagated sound particularly on the upper and lower floors of mid-to-high-rise residences such as those mentioned above has become a problem, and there has been a need to further improve the sound insulation properties.

このため、上記従来の浮床構造においてその遮
音性を向上させるには、グラスウールマツト又は
ロツクウールマツトよりなる弾性マツトの厚さを
厚くすること、あるいは上記弾性マツトをその弾
性を大きく低下させない程度の高密度化して衝撃
による加振力の吸収を大にすることが考えられ
る。
Therefore, in order to improve the sound insulation properties of the above-mentioned conventional floating floor structure, it is necessary to increase the thickness of the elastic mat made of glass wool mat or rock wool mat, or to increase the thickness of the elastic mat to a degree that does not significantly reduce its elasticity. It is conceivable to increase the absorption of the excitation force caused by impact by increasing the density.

しかし、前者の厚さの増大化によると、床高が
高くなつて設計上不利になるとともに、グラスウ
ールマツト又はロツクウールマツトよりなる弾性
マツトの圧縮変形による厚み減りが大きくなつて
局部圧縮に弱いという問題が生じる。さらに、グ
ラスウールマツト又はロツクウールマツトよりな
る弾性マツトは表面がポーラスであるため、床仕
上げ材の振動が容易に横方向に伝達されて振動が
いつまでも続き、振動が減衰してしまうまで時間
がかかつて伝播音が長く残ることから、単に厚さ
を増大させても、衝撃伝達エネルギーを大幅に低
減させることはできないという問題がある。つま
り、グラスウールマツト又はロツクウールマツト
は弾性に優れている反面、粘性に乏しい性質を有
するため、衝撃力が床材表面に作用すると、変形
後直ちに復元し、この変形・復元が剛性板を介し
て床仕上げ材に作用して床表面を振動させること
に依る。尚、上記後者の高密度化によると、高密
度化することによる質量則に従つて吸振性は幾分
向上するものの、グラスウールマツト又はロツク
ウールマツトが樹脂結合剤の添加等によつて硬質
化して本来の衝撃吸収作用が低下するデメリツト
が生じる。例えば、グラスウールマツトで96Kg/
m3、ロツクウールマツトで120Kg/m3までが浮床
として使用できる弾性を備えているものとして許
容されており、密度化にも自ずと限界があり、良
好な遮音効果は得られない。
However, increasing the thickness of the former increases the floor height, which is disadvantageous in terms of design, and also increases the reduction in thickness due to compressive deformation of the elastic mat made of glass wool mat or rock wool mat, making it vulnerable to local compression. A problem arises. In addition, because the surface of elastic mats made of glass wool mats or rock wool mats is porous, the vibrations of the floor covering material are easily transmitted laterally, and the vibrations continue indefinitely, and it takes a long time until the vibrations are attenuated. Since the propagated sound remains for a long time, there is a problem in that simply increasing the thickness cannot significantly reduce the impact transmitted energy. In other words, glass wool pine or rock wool pine has excellent elasticity but low viscosity, so when an impact force is applied to the surface of the flooring material, it immediately restores its shape after being deformed, and this deformation and restoration occurs through the rigid plate. It relies on vibrating the floor surface by acting on the floor covering. In addition, according to the latter method of increasing the density, although the vibration absorption property improves somewhat according to the mass law due to the increase in density, the glass wool mat or rock wool mat becomes hard due to the addition of a resin binder, etc. This has the disadvantage that the original shock absorption effect is reduced. For example, 96Kg/glass wool mat
m 3 , up to 120 kg/m 3 of rock wool mat is allowed as having the elasticity to be used as a floating floor, and there is a natural limit to its density, making it impossible to obtain a good sound insulation effect.

一方、床材表面の振動の伝播を防止する技術と
して、床材下面にゴム等の制振板を配することは
知られている。そこで、この技術を用いて、制振
板を上記グラスウールマツト等のポーラスな弾性
マツトの表面に直接載置した場合、該弾性マツト
自体は制振材の変形や振動を拘束するだけの剛性
を有さないため、床仕上げ材の振動時間は短縮で
きても、床面全体の振動を小さくすることは困難
であり、充分な複合効果が得られないものであ
る。
On the other hand, as a technique for preventing the propagation of vibrations on the surface of a flooring material, it is known to arrange a damping plate made of rubber or the like on the lower surface of the flooring material. Therefore, when this technology is used to place a damping plate directly on the surface of a porous elastic mat such as the above-mentioned glass wool mat, the elastic mat itself has enough rigidity to restrain the deformation and vibration of the damping material. Therefore, even if the vibration time of the floor finishing material can be shortened, it is difficult to reduce the vibration of the entire floor surface, and a sufficient combined effect cannot be obtained.

本考案はかかる諸点に鑑みてなされたもので、
その目的とするところは、上述の如くグラスウー
ルマツト又はロツクウールマツトよりなる弾性マ
ツトの表面に制振板を直接載置するのではなく、
該弾性マツトと制振板との間に軟質繊維板を配す
ることにより、上記弾性マツトの変形・復元によ
る反力を軟質繊維板で吸収すると同時に、制振板
を床仕上げ材の下方に配された剛性板と上記軟質
繊維板との間に挾んでその変形や振動を拘束し、
よつて床面自体の振動時間を短縮しかつその振幅
を小さくして下階への伝播音を大幅に低減するこ
とにある。
This invention was made in consideration of these points,
The purpose of this is not to place the vibration damping plate directly on the surface of an elastic mat made of glass wool mat or rock wool mat, as mentioned above.
By placing a soft fiberboard between the elastic pine and the damping plate, the reaction force caused by the deformation and restoration of the elastic pine is absorbed by the soft fiberboard, and at the same time, the damping plate is placed below the floor finishing material. It is sandwiched between the rigid board and the soft fiberboard to restrain its deformation and vibration.
Therefore, the purpose is to shorten the vibration time of the floor itself and reduce its amplitude, thereby significantly reducing the sound propagating to the lower floors.

〔課題を解決するための手段〕[Means to solve the problem]

上記の目的を達成するため、本考案の解決手段
は、コンクリート等よりなる床下地上に、グラス
ウールマツトあるいはロツクウールマツトよりな
る弾性マツトと、木質繊維を主体とした圧縮に強
くかつ適宜の復元性、緩衝性を兼備えた比重0.2
〜0.4の軟質繊維板と、粘性を有する制振板とを
順次積層する。さらに、その上面に剛性板を介し
て床仕上げ材を配設してなる浮床構造としたもの
である。
In order to achieve the above object, the solution of the present invention is to install an elastic mat made of glass wool pine or rock wool pine on the subfloor made of concrete, etc., and a wood fiber-based material that is resistant to compression and has suitable resilience. Specific gravity 0.2 with cushioning properties
~0.4 soft fiberboard and a damping plate with viscosity are sequentially laminated. Furthermore, it has a floating floor structure in which a floor finishing material is disposed on the upper surface via a rigid plate.

(作用) 上記の構成により、本考案では、床下地上に敷
設したグラスウールマツト又はロツクウールマツ
トよりなる弾性マツト上に比重0.2〜0.4の軟質繊
維板を配したことにより、該軟質繊維板の圧縮に
強くかつ適宜の復元性、緩衝性を兼備した性質に
よつて、上記弾性マツトの優れた弾性、復元性を
低下させることなく該弾性マツト表面の局部圧縮
による変形が防止されるとともに、弾性マツトの
変形・復元による反力が床面に作用するのが低減
されることになる。さらに、上記軟質繊維板の上
面に配された粘性を有する制振板の変形や歪みが
該軟質繊維板で抑制されて、制振板の剛性板との
良好な密着状態が維持されることになる。このこ
とにより、弾性マツトの持つ優れた緩衝性および
制振板の持つ優れた吸振性が共に有効に発揮され
て、床材の振動が早く収まりかつその振幅の減衰
度が大きくなり、浮床全体の振動が小さくかつ短
いものとなる。
(Function) With the above configuration, in the present invention, a soft fiberboard with a specific gravity of 0.2 to 0.4 is arranged on an elastic mat made of glass wool mat or rock wool mat laid on the floor subfloor, so that the compression of the soft fiberboard is reduced. Due to the properties of the elastic mat having both strong and appropriate resilience and cushioning properties, deformation due to local compression of the surface of the elastic mat is prevented without reducing the excellent elasticity and resilience of the elastic mat, and the elastic mat's This will reduce the reaction force caused by deformation and restoration acting on the floor surface. Furthermore, deformation and distortion of the viscous damping plate arranged on the upper surface of the soft fiberboard is suppressed by the soft fiberboard, and good adhesion between the vibration damping plate and the rigid plate is maintained. Become. As a result, both the excellent cushioning properties of the elastic mat and the excellent vibration absorption properties of the damping plate are effectively utilized, and the vibrations of the flooring material are quickly stopped and the amplitude of the vibrations is greatly damped. The vibration becomes small and short.

ここにおいて、上記軟質繊維板は、JISA5905
に規定されているように比重が0.4未満の木質繊
維板のことを言い、木材繊維等の植物繊維を大量
の水の中に分散(スラリー)させて抄き上げで製
板したもので、繊維の絡み合いにより板としての
強度を発見するものである。その際、比重が0.2
未満であれば、空〓が多すぎて耐圧縮性、復元性
が不足する一方、比重が0.4を超えると、繊維間
の空〓が小さくなつて復元性、弾性が消失するの
で、耐圧縮性と復元性、緩衝性とを兼備する上で
は、比重が0.2〜0.4の範囲のものが好ましい。
尚、この軟質繊維板は、木材繊維等の植物繊維の
靱性と繊維の絡み合いに起因して、ロツクウール
マツトやグラスウールマツトのように繊維自体が
脆く接着剤等で一体化している弾性マツトに比べ
て、粘性があり、かつ復元も遅く、異質の緩衝作
用を有する。その結果、この異質の緩衝、復元作
用を有する2種のマツト(弾性マツトと軟質繊維
板)の上に粘性を有する制振板を積層すること
で、床に衝撃力が作用したときに床の振動の振幅
が小さくなり、振動も速かに収まり、階下への防
音効果が大きくなるのである。
Here, the above-mentioned soft fiberboard is JISA5905
Refers to wood fiberboard with a specific gravity of less than 0.4 as stipulated in The strength of the board is discovered through the intertwining of the two. At that time, the specific gravity is 0.2
If the specific gravity is less than 0.4, the voids between the fibers will become smaller and the resilience and elasticity will be lost, resulting in insufficient compression resistance. In terms of having both resilience and buffering properties, it is preferable that the specific gravity is in the range of 0.2 to 0.4.
Furthermore, due to the toughness of plant fibers such as wood fibers and the intertwining of fibers, this soft fiberboard is less durable than elastic pine, such as rock wool pine and glass wool pine, in which the fibers themselves are brittle and are integrated with adhesives. It is viscous, recovers slowly, and has a different kind of buffering effect. As a result, by laminating a viscous vibration damping plate on top of two types of mats (elastic mat and soft fiberboard) that have different buffering and restoring effects, we have found that when an impact force is applied to the floor, the floor The amplitude of the vibrations becomes smaller, the vibrations subside quickly, and the soundproofing effect for the downstairs area becomes greater.

また、上記粘性を有する制振板としては、合成
樹脂、ゴム、アスフアルト等に鉄粉等の高密度粉
体と適宜可塑剤とを混入してなり、比重が1.2以
上で反撥係数が30%以下のものが良好な吸振性が
得られるので好ましい。即ち、比重が1.2未満の
軽量なものは衝撃エネルギーの吸収力が小さく、
又、反撥係数が30%を越えると弾性により復元が
速く、剛性板に対して反撥力が作用して床材を振
動させ易くなるためである。また、弾性マツトと
軟質繊維板と制振板とを接着一体化すれば、施工
性や取扱い性の点で好ましい。
In addition, the vibration damping plate having the above-mentioned viscosity is made of synthetic resin, rubber, asphalt, etc. mixed with high-density powder such as iron powder and an appropriate plasticizer, and has a specific gravity of 1.2 or more and a repulsion coefficient of 30% or less. It is preferable to obtain good vibration absorbing properties. In other words, lightweight materials with a specific gravity of less than 1.2 have a low ability to absorb impact energy;
Furthermore, if the coefficient of repulsion exceeds 30%, the elasticity will cause the sheet to recover quickly, and a repulsive force will act on the rigid plate, making it easier to vibrate the flooring. Furthermore, it is preferable to bond and integrate the elastic mat, the soft fiber board, and the vibration damping board from the viewpoint of ease of construction and handling.

(実施例) 以下、本考案の実施例を図面に基づいて説明す
る。
(Example) Hereinafter, an example of the present invention will be described based on the drawings.

第1図は本考案の基本的な実施例に係る浮床構
造を示す。同図において、1はコンクリート等よ
りなる床下地であつて、該床下地1上には、グラ
スウールマツト又はロツクウールマツトよりなる
弾性マツト2が配設され、該弾性マツト2上には
木質繊維を主体とした比重0.2〜0.4の軟質繊維板
3が配設され、さらに該軟質繊維板2上には粘性
を有する制振板4は配設されて順次積層されてい
る。さらに、上記制振板4の上面にはパーテイク
ルボードあるいは合板等の剛性を有する剛性板5
が張設されており、該剛性板5上には床仕上げ材
6が配設されて浮床構造が構成されている。尚、
床仕上げ材6としては、適宜部屋の用途に応じて
木質床材、カーペツト等が用いられる。
FIG. 1 shows a floating floor structure according to a basic embodiment of the present invention. In the figure, reference numeral 1 denotes a subfloor made of concrete, etc. On the subfloor 1, an elastic mat 2 made of glass wool mat or rock wool mat is disposed, and on the elastic mat 2, wood fibers are placed. A soft fiberboard 3 having a specific gravity of 0.2 to 0.4 as a main component is disposed, and a damping plate 4 having viscosity is further disposed on the soft fiberboard 2 and laminated in sequence. Further, on the upper surface of the damping plate 4, a rigid plate 5 made of particle board or plywood or the like is provided.
is stretched, and a floor finishing material 6 is placed on the rigid plate 5 to form a floating floor structure. still,
As the floor finishing material 6, a wooden floor material, a carpet, etc. are used as appropriate depending on the purpose of the room.

そして、上記軟質繊維板3は、木材繊維等の靱
性を有する植物繊維を抄造してなる比重0.2〜0.4
のものであつて、衝撃力に対する圧縮に強く、か
つ復元性、緩衝性を兼備したものである。尚、こ
の軟質繊維板3の比重は、0.2未満であれば、空
〓が多すぎて耐圧縮性、復元性が不足する一方、
0.4を超えると、繊維間の空〓が小さく、復元性、
弾性が消失するので、0.2〜0.4に設定されてい
る。
The soft fiberboard 3 is made of tough vegetable fibers such as wood fibers and has a specific gravity of 0.2 to 0.4.
It is strong in compression against impact force, and has both resilience and cushioning properties. If the specific gravity of the soft fiberboard 3 is less than 0.2, there will be too many voids and the compression resistance and resilience will be insufficient.
If it exceeds 0.4, the voids between the fibers will be small, and the resilience and
Since elasticity disappears, it is set between 0.2 and 0.4.

また、上記制振板4は、塩化ビニル樹脂等の熱
可塑性樹脂、ゴム、アスフアルト、ゴムアスフア
ルトコンパウンド等を主体として形成され、これ
に鉄粉、炭酸カルシウム、タルク等の高密度粉体
と、フタル酸エステル等の適宜可塑剤とを混入し
て粘性を高めたものが用いられ、床表面材(剛性
板5や床仕上げ材6)の振動による加振力を内部
の変形と粘性抵抗で吸収することにより、制振板
4自体の振動と床表面材の振動とを抑制するもの
であり、その物性として反撥係数が30%以下のも
のが用いられる。また、比重が1.2以上で面密度
が4Kg/m2以上に設けることが望ましい。即ち、
高比重であつても面密度が小さいと、剛性板の振
動が充分に制御されず床表面材の振動を拘束でき
ないからである。
The vibration damping plate 4 is mainly made of thermoplastic resin such as vinyl chloride resin, rubber, asphalt, rubber asphalt compound, etc., and contains high-density powder such as iron powder, calcium carbonate, talc, etc. A material whose viscosity is increased by mixing an appropriate plasticizer such as an acid ester is used, and the excitation force caused by the vibration of the floor surface material (rigid board 5 or floor finishing material 6) is absorbed by internal deformation and viscous resistance. This suppresses the vibrations of the damping plate 4 itself and the floor surface material, and a material having a repulsion coefficient of 30% or less is used as its physical property. Further, it is desirable that the specific gravity is 1.2 or more and the areal density is 4Kg/m 2 or more. That is,
This is because even if the specific gravity is high, if the areal density is low, the vibration of the rigid plate will not be sufficiently controlled and the vibration of the floor surface material will not be restrained.

このように構成された浮床構造は、床下地1上
に、復元性、緩衝性に優れた弾性マツト2と、圧
縮強度および適宜の復元性、緩衝性を兼備した軟
質繊維板3と、吸振性に優れた制振板4とを順次
積層し、その上面に剛性板5を介して床仕上げ材
6を配したことにより、床表面に加えられた床衝
撃は弾性マツト2の変形、復元によつて吸収緩和
されるとともに、この弾性マツト2自体の変形・
復元の繰返しは軟質繊維板3で緩和された状態で
剛性板5に伝達されることになり、弾性マツト2
自体の反動による浮床の振動が低減される。ま
た、弾性マツト2表面に配した軟質繊維板3によ
つて、弾性マツト2の弾性を低下させることなく
該弾性マツト2表面の局部圧縮による変形が防止
されて、弾性マツト2の厚み減りを防止できる。
The floating floor structure constructed in this way has an elastic mat 2 with excellent resilience and cushioning properties, a soft fiber board 3 with compressive strength and suitable resilience and cushioning properties, and vibration absorbing properties on the floor base 1. By sequentially laminating the vibration damping plates 4 with excellent vibration damping plates 4 and placing the floor finishing material 6 on the top surface with the rigid plate 5 interposed, the floor impact applied to the floor surface is absorbed by the deformation and restoration of the elastic mat 2. At the same time, the elastic mat 2 itself is deformed and
The repeated restoration is transmitted to the rigid board 5 in a relaxed state by the soft fiber board 3, and the elastic mat 2
The vibration of the floating floor due to its own recoil is reduced. In addition, the soft fiberboard 3 placed on the surface of the elastic mat 2 prevents deformation of the surface of the elastic mat 2 due to local compression without reducing the elasticity of the elastic mat 2, thereby preventing the thickness of the elastic mat 2 from decreasing. can.

さらに、上記制振板4は、床表面材の振動によ
る加振力を吸収して、該床表面材の振動を抑制す
るとともに、軟質繊維板3と剛性板5との間に挾
まれて該制振板4自体の振動が拘束抑制され、剛
性板4と充分に密着した状態で維持される。以上
の作用により、床表面材の振動が速く収束し、ま
たその振幅の減衰度が大きくなるので、浮床全体
の振動は小さくかつ短いものとなり、床衝撃によ
る下階への伝播音を大幅に低減することができ
る。例えば、遮音性能を従来のグラスウールマツ
トのみにおけるL−55に対しL−45(日本建築学
会基準)まで軽減できる。
Further, the vibration damping plate 4 absorbs the excitation force caused by the vibration of the floor surface material and suppresses the vibration of the floor surface material, and is also sandwiched between the soft fiber board 3 and the rigid board 5 to prevent the vibration of the floor surface material. The vibration of the damping plate 4 itself is restrained and suppressed, and the vibration damping plate 4 is maintained in a sufficiently close contact state with the rigid plate 4. Due to the above effects, the vibration of the floor surface material converges quickly and its amplitude attenuation increases, so the vibration of the entire floating floor becomes small and short, significantly reducing the sound propagated to the lower floors due to floor impact. can do. For example, the sound insulation performance can be reduced to L-45 (according to the Architectural Institute of Japan standard), compared to L-55 for conventional glass wool mats only.

第2図および第3図は本考案の他の実施例を示
す。本例では、弾性マツト2と軟質繊維板3と制
振板4とを接着により一体化した積層パネル7を
用い、この積層パネル7の複数枚を床下地1上に
相隣るパネル7,7の側端面間に一定の空間部8
を設けて敷設し、その上に剛性板5を積層パネル
7,7……上面を連結するように配設し、接着剤
等により固定したものである。尚、上記空間部8
の間隔は積層パネル7の厚さの約1〜5倍に設定
されている。また、積層パネル7の制振板4表面
には格子溝9等が施されて凹凸に形成されてお
り、剛性板との摩擦抵抗を高めるとともに表面で
の変形による吸振性を高めている。
2 and 3 show other embodiments of the invention. In this example, a laminated panel 7 in which an elastic mat 2, a soft fiberboard 3, and a damping plate 4 are integrated by adhesive is used, and a plurality of laminated panels 7 are placed on the floor base 1 in adjacent panels 7, 7. A certain space 8 between the side end faces of
A rigid plate 5 is placed thereon so that the upper surfaces of the laminated panels 7, 7, . . . are connected, and fixed with an adhesive or the like. In addition, the space part 8
The interval is set to about 1 to 5 times the thickness of the laminated panel 7. Furthermore, the surface of the damping plate 4 of the laminated panel 7 is provided with lattice grooves 9 and the like to form an uneven pattern, which increases the frictional resistance with the rigid plate and also improves the vibration absorbing property due to the deformation on the surface.

したがつて、本例では、弾性マツト2と軟質繊
維板3と制振板4とを接着一体化した積層パネル
7で構成したので、施工、運搬時の取扱い性や施
工時の作業性が簡便となる。さらに、上記空間部
8は必ずしも設ける必要がなく端面突付けであつ
てもよいが、積層パネル7に衝撃がかかつた際に
この空間部8により隣接する積層パネル7にその
衝撃が伝播するのを遮断防止して、衝撃の緩和に
対して効果を発揮し、例えばタツピングマシンに
より衝撃実験によると突き付け施工した場合に比
べて2〜3dB軽減することができる。また、この
空間部8は配管や配線のためのスペースとしても
利用することができ有利である。
Therefore, in this example, the laminated panel 7 is constructed by bonding and integrating the elastic mat 2, the soft fiber board 3, and the damping plate 4, so that handling and transportation during construction and workability are simplified. becomes. Further, the space 8 does not necessarily need to be provided, and may be provided with an end face, but when an impact is applied to the laminated panel 7, the space 8 prevents the impact from propagating to the adjacent laminated panel 7. For example, according to impact tests using a tapping machine, the impact can be reduced by 2 to 3 dB compared to the case of tapping construction. Further, this space 8 can advantageously be used as a space for piping and wiring.

尚、第2図において、5′は上記剛性板5上に
その接合部位置を異ならせて配設された合板等よ
りなる剛性板であつて、釘打ちによつて剛性板5
表面に重合固着されている。この剛性板5,5′
の二重構造により、床仕上げ材としてカーペツト
6′等の軟質な床材のみを施工する場合に剛性板
5の継目が床仕上げ材表面に現出するのを防止す
るようにしている。また、10は壁際の床下地1
上に配設された木材よりなる根太材であり、該根
太材10の上下面にはゴム、繊維板あるいは発泡
体等よりなる緩衝材10a,10aが設けられて
いて、根太材10より伝わる衝撃を軽減するよう
にしている。さらに、弾性マツト2と床下地1と
の間に防湿シート11を配して、床下地1からの
湿気が弾性マツト2としてのグラスウールマツト
に直接触れないようにして施工してもよい。この
場合はグラスウール等がコンクリートスラブのア
ルカリ成分によつて冒されるのを防止して弾性マ
ツト2の復元力を長期間維持できる利点がある。
In FIG. 2, reference numeral 5' denotes a rigid plate made of plywood or the like which is disposed on the rigid plate 5 at different joint positions, and is attached to the rigid plate 5 by nailing.
Polymerized and fixed on the surface. This rigid plate 5, 5'
This double structure prevents the joints of the rigid plates 5 from appearing on the surface of the floor finishing material when only a soft flooring material such as a carpet 6' is installed as the floor finishing material. Also, 10 is the floor base 1 near the wall.
The upper and lower surfaces of the joist 10 are provided with cushioning materials 10a and 10a made of rubber, fiberboard, foam, etc., to prevent shocks transmitted from the joist 10. We are trying to reduce this. Furthermore, a moisture-proof sheet 11 may be placed between the elastic mat 2 and the floor base 1 to prevent moisture from the floor base 1 from coming into direct contact with the glass wool mat serving as the elastic mat 2. In this case, there is an advantage that the resilience of the elastic mat 2 can be maintained for a long period of time by preventing glass wool etc. from being affected by the alkaline components of the concrete slab.

次に、具体的に、コンクリートスラブ上に、厚
さ25mmのグラスウールマツト(実質密度64Kg/
m3)と、比重0.28で厚さ9mmの軟質繊維板と、制
振板として塩化ビニル樹脂に鉄粉と可塑剤とを混
入し表面に凹凸を設けてなる反撥係数20%、比重
1.45で厚さ4mmの樹脂体とを順次積層し、その上
に剛性板として厚さ20mmのパーテイクルボードお
よび厚さ12mmの合板を配し、さらにその上に床仕
上げ材として厚さ15mmの合板床材を配してなる本
考案に係る浮床構造(本考案例)について、床表
面材への加振力による浮床の振動波形を測定し、
その結果を第4図に示す。また、同様に、上記グ
ラスウールマツトのみの場合(従来例)およびグ
ラスウールマツト上に直接上記制振板を載置した
場合(比較例)について測定した振動波形をそれ
ぞれ第5図および第6図に示す。第4図〜第6図
により、本考案例(第4図)の場合、従来例(第
5図)と比べて振動が早く収まり、また振幅の減
衰が大きい。また、比較例(第6図)の場合で
も、本考案例と較べて振動時間が3倍程度長く続
き、また振幅が大きく、床自体の振動は依然とし
て大きいままであることが判る。また、その結
果、遮音性能は従来例ではL−55、比較例ではL
−50までしか得られないのに対し、本考案例では
L−45まで向上することが確認された。
Next, concretely, a 25 mm thick glass wool mat (actual density 64 kg/
m 3 ), a soft fiberboard with a specific gravity of 0.28 and a thickness of 9 mm, and a damping plate made of vinyl chloride resin mixed with iron powder and a plasticizer, with a repulsion coefficient of 20% and a specific gravity.
1.45 and 4 mm thick resin bodies are laminated in sequence, and on top of that, 20 mm thick particle board and 12 mm thick plywood are placed as rigid boards, and on top of that, 15 mm thick plywood is placed as a floor finishing material. Regarding the floating floor structure (example of the present invention) according to the present invention in which flooring materials are arranged, the vibration waveform of the floating floor due to the excitation force applied to the floor surface material was measured,
The results are shown in FIG. Similarly, the vibration waveforms measured for the case of using only the glass wool mat (conventional example) and the case of placing the damping plate directly on the glass wool mat (comparative example) are shown in Figures 5 and 6, respectively. . As shown in FIGS. 4 to 6, in the case of the example of the present invention (FIG. 4), the vibration subsides more quickly and the amplitude is attenuated to a greater extent than in the conventional example (FIG. 5). Furthermore, even in the case of the comparative example (FIG. 6), compared to the example of the present invention, the vibration time lasted about three times longer and the amplitude was larger, indicating that the vibration of the floor itself remained large. As a result, the sound insulation performance was L-55 for the conventional example and L-55 for the comparative example.
While it was only possible to obtain up to -50, it was confirmed that the example of the present invention could improve up to L-45.

(考案の効果) 以上説明したように、本考案の浮床構造によれ
ば、床下地上にグラスウールマツト又はロツクウ
ールマツトよりなる弾性マツトと剛性板下方に配
した制振板との間に比重0.2〜0.4の軟質繊維板を
介在させて、床衝撃に対し、上記弾性マツトの厚
み減りを防止すると共に、該弾性マツトの変形・
復元による反力を低減し、かつ上記制振板の変
形、歪みを抑制して、浮床全体の振動を低減する
ようにしたので、上記弾性マツトと制振板との複
合効果が十二分に発揮されて、下階への伝播音を
大幅に低減でき、遮音性の著しい向上を図ること
ができる。
(Effects of the invention) As explained above, according to the floating floor structure of the invention, the specific gravity is 0.2 to 0.4 soft fiberboard is used to prevent the elastic mat from thinning due to floor impact, and to prevent deformation and deformation of the elastic mat.
By reducing the reaction force caused by restoration and suppressing the deformation and distortion of the damping plate, the vibration of the entire floating floor is reduced, so the combined effect of the elastic pine and the damping plate is more than sufficient. As a result, sound propagation to the lower floors can be significantly reduced, and sound insulation can be significantly improved.

尚、本考案の構造はコンクリート床スラブによ
る床下地以外に木製の床下地に対しても適用され
る構造であることは言うまでもない。
It goes without saying that the structure of the present invention can be applied not only to concrete floor slabs but also to wooden floorings.

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

図面は本考案の実施例を例示し、第1図は一実
施例を示す断面図であり、第2図および第3図は
他の実施例を示し、第2図は断面図、第3図は積
層パネルの斜視図である。第4図〜第6図はそれ
ぞれ本考案例、従来例および比較例についての振
動波形を測定した測定結果図である。 1……床下地、2……弾性マツト、3……軟質
繊維板、4……制振板、5,5′……剛性板、6,
6′……床仕上げ材。
The drawings illustrate embodiments of the present invention, with FIG. 1 being a sectional view of one embodiment, and FIGS. 2 and 3 showing other embodiments, FIG. 2 being a sectional view, and FIG. is a perspective view of a laminated panel. FIGS. 4 to 6 are diagrams showing measurement results of vibration waveforms of the present invention example, the conventional example, and the comparative example, respectively. 1... Floor base, 2... Elastic pine, 3... Soft fiberboard, 4... Damping plate, 5, 5'... Rigid board, 6,
6'...Floor finishing material.

Claims (1)

【実用新案登録請求の範囲】 (1) コンクリート等よりなる床下地上に、グラス
ウールマツトあるいはロツクウールマツトより
なる弾性マツトと、木質繊維を主体とした比重
0.2〜0.4の軟質繊維板と、粘性を有する制振板
とが順次積層され、その上面に剛性板を介して
床仕上げ材が配設されてなる浮床構造。 (2) 制振板は、合成樹脂、ゴム、アスフアルト等
に鉄粉等の高密度粉体と適宜可塑剤とを混入し
てなる、比重が1.2以上で反撥係数が30%以下
のものである実用新案登録請求の範囲第(1)項記
載の浮床構造。 (3) 弾性マツトと軟質繊維板と制振板とが接着一
体化されている実用新案登録請求の範囲第(1)項
又は第(2)項記載の浮床構造。
[Scope of Claim for Utility Model Registration] (1) An elastic mat made of glass wool pine or rock wool pine and a specific gravity mainly made of wood fiber on a subfloor made of concrete etc.
A floating floor structure in which 0.2 to 0.4 soft fiberboard and a damping plate with viscosity are sequentially laminated, and a floor finishing material is placed on the top surface with a rigid plate interposed therebetween. (2) The damping plate is made of synthetic resin, rubber, asphalt, etc. mixed with high-density powder such as iron powder and an appropriate plasticizer, and has a specific gravity of 1.2 or more and a repulsion coefficient of 30% or less. Floating floor structure described in claim (1) of the utility model registration. (3) The floating floor structure according to claim 1 or 2 of the utility model registration claim, in which an elastic mat, a soft fiberboard, and a vibration damping plate are integrally bonded.
JP9698985U 1985-06-25 1985-06-25 Expired JPH0355705Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9698985U JPH0355705Y2 (en) 1985-06-25 1985-06-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9698985U JPH0355705Y2 (en) 1985-06-25 1985-06-25

Publications (2)

Publication Number Publication Date
JPS624546U JPS624546U (en) 1987-01-12
JPH0355705Y2 true JPH0355705Y2 (en) 1991-12-12

Family

ID=30963422

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9698985U Expired JPH0355705Y2 (en) 1985-06-25 1985-06-25

Country Status (1)

Country Link
JP (1) JPH0355705Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016148216A (en) * 2015-02-13 2016-08-18 トヨタホーム株式会社 Building floor structure and manufacturing method for the same

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0696905B2 (en) * 1990-05-11 1994-11-30 大建工業株式会社 Heating floor structure
JPH0696904B2 (en) * 1990-05-28 1994-11-30 大建工業株式会社 Heating floor structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016148216A (en) * 2015-02-13 2016-08-18 トヨタホーム株式会社 Building floor structure and manufacturing method for the same

Also Published As

Publication number Publication date
JPS624546U (en) 1987-01-12

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