JPS62107162A - Floor structure in house - Google Patents

Floor structure in house

Info

Publication number
JPS62107162A
JPS62107162A JP24548385A JP24548385A JPS62107162A JP S62107162 A JPS62107162 A JP S62107162A JP 24548385 A JP24548385 A JP 24548385A JP 24548385 A JP24548385 A JP 24548385A JP S62107162 A JPS62107162 A JP S62107162A
Authority
JP
Japan
Prior art keywords
floor
cushioning material
plate
floor structure
house
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
Application number
JP24548385A
Other languages
Japanese (ja)
Other versions
JPH0412341B2 (en
Inventor
吉見 哲
吉田 弥寿郎
章 松岡
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
Priority to JP24548385A priority Critical patent/JPS62107162A/en
Publication of JPS62107162A publication Critical patent/JPS62107162A/en
Publication of JPH0412341B2 publication Critical patent/JPH0412341B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、住宅、特に集合住宅等において例えば階上で
子供等が飛び跳ねる際に発生する重雷衝撃振vJ音が階
下に伝わるのを軽減する床構造に関するものである。
Detailed Description of the Invention (Industrial Application Field) The present invention reduces the transmission of heavy lightning impact vibration VJ sound generated when a child or the like jumps on the floor in a house, especially an apartment complex, from being transmitted downstairs. This is related to the floor structure.

(従来の技術) 近年、集合住宅等における階上からの衝撃振動音は大き
な社会問題となっている。この衝撃振動音には大別して
、足音等の軽量衝撃振動音と、子供等が飛び跳ねる際の
重量衝撃振動音(例えば衝撃力3875N、発生音60
d3)とがある。このうち、軽量′fij撃振動音は、
床の表面にカーペットや畳などの柔かい材料を敷設する
ことで吸収緩和されて容易に解決することができる。
(Prior Art) In recent years, impact vibration noise coming from upstairs in apartment complexes has become a major social problem. These impact vibration sounds can be roughly divided into light impact vibration sounds such as footsteps, and heavy impact vibration sounds when a child or the like jumps (for example, the impact force is 3875 N, the generated sound is 60
d3). Among these, the lightweight 'fij impact vibration sound is
The problem can be easily solved by laying soft materials such as carpets or tatami mats on the floor surface to reduce absorption.

一方、重量衝撃振動音については十分な解決策はないが
、この重量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が知られて
いる。すなわち、前者の床スラブ厚を増大すφ方法では
、例えば床スラブの厚さを通常の2倍である300Il
111にすると、衝撃力3875N、発生音60d3の
衝撃音を約12CBだけ低減させることができ、参考ま
でに日本建築学会基準の騒音レベルLが55CBとなる
。また、後者の浮き床工法は、上部浮き床層(コンクリ
ート厚50111111>と緩衝層(グラスウール96
kMm”。
On the other hand, there is no sufficient solution to the weight impact vibration noise, but known measures to reduce the weight impact noise include increasing the thickness of the floor slab and creating a floating floor structure. That is, in the former method of increasing the floor slab thickness, for example, the thickness of the floor slab is increased to 300 Il, which is twice the normal thickness.
111, the impact force of 3875 N and the generated sound of 60 d3 can be reduced by about 12 CB, and for reference, the noise level L according to the Architectural Institute of Japan standard is 55 CB. The latter floating floor construction method requires an upper floating floor layer (concrete thickness 50111111) and a buffer layer (glass wool 96
km”.

厚さ25〜50Ill111〉とによってコンクリート
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陽と緩衝材のばね定数とによ
って決まり、上部浮き床層の重量が大きい程、また緩衝
材のばね定数が小さい楔効果が大である。参考までに、
スラブ厚150n+mでグラスウールのばね定数8X1
06N/n+’で騒音レベルLが50cf3となる。
This is a method of reducing the impact force applied to a concrete slab by a thickness of 25 to 50 Ill111〉, and this reduction effect is determined by the double yang of the upper floating floor layer and the spring constant of the buffer material, and the weight of the upper floating floor layer is large. Moreover, the wedge effect of the small spring constant of the buffer material is large. For your reference,
Slab thickness 150n+m and glass wool spring constant 8X1
At 06N/n+', the noise level L is 50cf3.

(発明が解決しようとする問題点) しかるに、上記従来の重量衝撃振動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、床重量の増加を免れ得ず、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ップ
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 for reducing weight impact vibration noise require increasing the concrete thickness of the floor, so an increase in the floor weight cannot be avoided. In high-rise buildings, this method is disadvantageous in terms of structural design and has the disadvantage of significantly increasing costs.

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、板ばね体の荷重変形による吸振効果を利
用した床構造とすることにより、床重四や床厚さの増加
を招くことなく重量衝撃振動音を効果的に低減してその
階下への伝播を有効に防止することにある。
The present invention has been made in view of the above problems, and its purpose is to provide a floor structure that utilizes the vibration absorption effect caused by load deformation of leaf spring bodies, thereby causing an increase in floor weight and floor thickness. To effectively reduce weight impact vibration noise without causing any noise, and to effectively prevent its propagation to downstairs.

(問題点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、住宅
等における床下地上に、上面が凸状に彎曲した板ばね体
よりなる複数個の緩衝材を敷設する。その場合、各緩衝
材同士の側端部間には適宜寸法の間隔をあけておき、か
つ各緩衝材の下端縁を床下地に対して横滑り自在に載置
する。さらに、この緩衝材の上面に剛性板を張設してそ
の剛性板上に床上げ材を設ける床構造とする。
(Means for Solving the Problem) In order to achieve the above object, the solution of the present invention is to install a plurality of cushioning materials made of leaf spring bodies each having a convexly curved upper surface on the subfloor of a house or the like. Lay down. In this case, a suitable distance is left between the side edges of each cushioning material, and the lower end edge of each cushioning material is placed so as to be able to slide sideways against the floor base. Further, a rigid plate is stretched over the upper surface of the cushioning material, and a floor raising material is provided on the rigid plate.

(作用) 上記の構成により、本発明では、床に重量衝撃力が加わ
ったとき、その衝撃力は床仕上げ材および剛性板を介し
て各緩衝材に作用するが、この緩衝材は、上面が凸状に
彎曲した板ばね体よりなるために、上記緩衝力を受けて
その凸部の高さが低くなるように偏平状に変形する。そ
の際、各緩衝材の下端部は床下地に対し横滑り自在に載
置されているので、緩衝材はスムーズに変形し、しかも
各緩衝材同士の側端部間には適宜寸法の間隔があけられ
ているため、緩衝材の変形に伴ってその側端部同士が互
いに干渉することはない。
(Function) With the above configuration, in the present invention, when a weight impact force is applied to the floor, the impact force acts on each cushioning material through the floor finishing material and the rigid plate. Since it is made of a convexly curved leaf spring body, it deforms into a flattened shape so that the height of the convex portion becomes lower in response to the above-mentioned buffering force. At this time, since the lower end of each cushioning material is placed so that it can slide freely against the flooring, the cushioning material deforms smoothly, and there is an appropriate distance between the side edges of each cushioning material. Therefore, the side edges of the cushioning material do not interfere with each other as the cushioning material deforms.

こうした緩衝材の下端縁の横滑りによる偏平状の変形に
より上記衝撃力が緩m機の変形エネルギーとして吸収緩
和されてその床下地材への伝播が低減され、問題となる
重量衝撃振動音(周波数63〜250H2の低音振動)
の下階への透過を有効に防止することができることにな
る。
Due to the flattened deformation caused by the side-slipping of the lower edge of the cushioning material, the impact force is absorbed and relaxed as deformation energy of the loose machine, reducing its propagation to the subfloor material, and the problem of weight impact vibration noise (frequency 63 ~250H2 bass vibration)
This means that it is possible to effectively prevent the water from passing through to the lower floors.

(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
(Example) Hereinafter, an example of the present invention will be described in detail based on the drawings.

第1図は本発明の実施例に係る床構造を示す。FIG. 1 shows a floor structure according to an embodiment of the present invention.

同図−において、1は住宅等におけるコンクリートスラ
ブ等よりなる床下地であって、該床下地1上には複数個
の緩衝材2,2.・・・が配設されている。
In the figure, reference numeral 1 indicates a subfloor made of a concrete slab or the like in a house, etc. On the subfloor 1, a plurality of cushioning materials 2, 2. ...is arranged.

該緩衝02.2.・・・の上面には剛性板としてのパー
ティクルボード5.5.・・・が、その下面に形成した
クッションG5aを介して各緩衝材2の上端部と一体的
に接着せしめてかつ本実構造、相欠き構造等により互い
に連接されて張設されているとともに、該パーティクル
ボード5.5.・・・上にはさらに合板6.6.・・・
がその接合位置を上記パーティクルボード5,5.・・
・の接合位置と異ならせて互いに連設されて張設されて
おり、該合板6゜6.・・・上には、フェルト7、カー
ペット8等よりなる床仕上げ材9が配設されて浮き床構
造が構成されている。
The buffer 02.2. ... Particle board as a rigid board is placed on the upper surface 5.5. ... are integrally adhered to the upper end portion of each cushioning material 2 via a cushion G5a formed on the lower surface thereof, and are connected and stretched to each other by a real structure, a recessed structure, etc. The particle board 5.5. ...More plywood on top6.6. ...
The bonding position is the particle board 5, 5.・・・
The plywood 6°6. ...A floor finishing material 9 made of felt 7, carpet 8, etc. is placed on top to form a floating floor structure.

上記各緩衝材2は、第2図にも示すように、上面中央部
が凸状に彎曲した複数枚(図では4枚)の板状体3,3
.・・・を部分的に弾性体としてのゴム4,4.・・・
を介在させて積層接合した重ね板ばね体よりなるもので
ある。上記各板状体3は、例えば金属板、プラスチック
板、FRP板1合板。
As shown in FIG. 2, each of the above-mentioned cushioning materials 2 is made up of a plurality of (four in the figure) plate-like bodies 3, 3 whose upper surfaces are curved in a convex central portion.
.. ... as a partially elastic body 4, 4. ...
It is made up of stacked leaf spring bodies laminated and bonded with . Each of the plate-like bodies 3 is, for example, a metal plate, a plastic plate, an FRP plate 1 or a plywood plate.

繊維板、パーティクルボード、石綿スレート板。Fibreboard, particleboard, asbestos slate.

これら材料の複合板等からなり、その彎曲度合は例えば
第3図に示すように、600〜2000amの幅寸法W
に対して中央凸部の矢高寸法HがH=10〜100mm
となるように設定される。
It is made of a composite plate made of these materials, and its degree of curvature is, for example, as shown in Fig. 3, with a width dimension W of 600 to 2000 am.
The arrow height dimension H of the central convex part is H = 10 to 100 mm.
It is set so that

そして、上記相隣る緩衝材2,2同士の側端部間には、
緩衝材2の偏平方向への変形時にその側端部同士が緩衝
しないように適宜寸法の間隔りがあけられている。また
、各緩衝材2の下端縁は、最下層板状体3の下端縁の切
欠きにより曲面に形成されかつ床下地1上に摩擦抵抗の
小さい支持体としての樹脂シート10を介して載置され
ていて、床下地1に対して横滑り自在に設けられている
And between the side ends of the above-mentioned adjacent cushioning materials 2, 2,
Appropriate intervals are provided so that the side edges of the cushioning material 2 do not buffer against each other when the cushioning material 2 is deformed in the flat direction. The lower edge of each cushioning material 2 is formed into a curved surface by a cutout in the lower edge of the lowermost plate-like body 3, and is placed on the floor base 1 via a resin sheet 10 as a support with low frictional resistance. It is provided so as to be able to slide freely against the flooring 1.

したがって、以上の構成の床構造においては、床面に重
量衝撃力が加わった場合、その衝撃力は浮き床構造の床
仕上げ材9およびパーティクルボード5,5.・・・を
通して各緩衝材2に作用する。
Therefore, in the floor structure having the above configuration, when a weight impact force is applied to the floor surface, the impact force is applied to the floor finishing material 9 of the floating floor structure and the particle boards 5, 5. It acts on each buffer material 2 through...

この各緩衝材2は上面中央部が凸状に彎曲した板ばね体
よりなり、しかもその下端縁が床下地上に横滑−り自在
に載置されているので、上記vE撃力の作用により下縁
部が横滑り移動して容易に偏平状、 に変形し、この各
緩衝材2の変形により下階へ伝わる衝撃力が弱められる
。しかも、この各緩衝材2を構成する板ばね体は複数枚
の板状体3,3゜・・・を部分的にゴム4,4.・・・
を介在させて積層接合したものであるので、軽い衝撃力
に対しては、ゴム4,4が変形して吸収するので板ばね
体全体を変形させないような衝撃力も吸収可能である。
Each of the cushioning materials 2 is made of a leaf spring body with a convexly curved central portion of the upper surface, and its lower edge is placed on the floor subfloor so that it can slide horizontally, so that it is lowered by the action of the vE impact force. The edges slide and easily deform into a flat shape, and this deformation of each cushioning material 2 weakens the impact force transmitted to the lower floor. Moreover, the leaf spring bodies constituting each of the cushioning materials 2 are made of a plurality of plate-like bodies 3, 3°, . ...
Since the rubber members 4, 4 deform and absorb light impact force, it is possible to absorb impact force that does not deform the entire leaf spring body.

その結果、上記衝撃力の床下地1への伝播が低減され、
重量衝撃振動音の透過を有効に防止することができる。
As a result, the propagation of the impact force to the subfloor 1 is reduced,
Transmission of weight impact vibration sound can be effectively prevented.

その場合、各!1衝材2の雨下端縁が床下地1上に摩擦
抵抗の小さい樹脂シート1oを介して載置され、しかも
該各緩衝材2の下端縁は断面が波形の曲面になるように
形成されているので、各!1衝材2へのms力の作用に
よりその下端縁が床下地1に対し板ばね体の拡開する方
向へ横滑りし、各緩衝材2が床下地1とで強固なアーチ
を作ることなくスムーズに変形する。しがも、隣接する
緩衝材2.2同士の側端部間には適宜寸法の間隔りがあ
けられているため、各緩衝材2の偏平方向の変形時にそ
の対向する側端部同士が互いに干渉することはな(、よ
って上記緩衝材2の変形にょる重it撃振動の低減効果
を確実に得ることができる。
In that case, each! The lower edge of each cushioning material 2 is placed on the flooring 1 via a resin sheet 1o with low frictional resistance, and the lower edge of each cushioning material 2 is formed to have a wave-shaped curved cross section. So each! 1. Due to the action of the ms force on the shock absorbers 2, their lower edges slide sideways against the floor base 1 in the direction in which the leaf spring body expands, and each shock absorber 2 smoothly forms a strong arch with the floor base 1. transforms into However, since there is an appropriate space between the side edges of adjacent cushioning materials 2.2, when each cushioning material 2 is deformed in the flat direction, the opposing side edges may (Thus, the effect of reducing the heavy IT impact vibration due to the deformation of the cushioning material 2 can be reliably obtained.)

また、仮ばね体よりなる緩衝材2により重置衝撃振動を
吸収するので、衝撃振動の吸収能力が高く、グラスウー
ルマット等の弾性マットを用いる場合に比べて床厚さを
薄くシてその重量を軽減でき、しかも弾性マットによる
部分的な圧縮変形等が生じることもない。
In addition, since the shock-absorbing material 2 made of a temporary spring body absorbs the shock vibrations due to repeated placement, it has a high ability to absorb shock vibrations, and compared to the case of using an elastic mat such as a glass wool mat, the floor thickness can be made thinner and its weight can be reduced. This can be reduced and, moreover, local compression deformation due to the elastic mat does not occur.

一方、床面に加えられた足音等の軽量衝撃力に対しては
、上記の如き緩衝材2の変形は生ぜず、各緩衝材2にお
ける板ばね体の板状体3.3間に介在されたゴム4,4
.・・・のみが圧縮変形し、このゴム4.4.・・・の
圧縮変形および床仕上げ材9におけるカーペット8およ
びフェルト7の変形により軽量衝撃振動を有効に吸収す
ることができる。
On the other hand, in response to a light impact force such as footsteps applied to the floor surface, the shock absorbing material 2 does not deform as described above, and the shock absorbing material 2 does not deform as described above, and the shock absorbing material 2 is interposed between the plate bodies 3 and 3 of the leaf spring body in each shock absorbing material 2. rubber 4,4
.. ... is compressively deformed, and this rubber 4.4. ... and the deformation of the carpet 8 and felt 7 in the floor finishing material 9 can effectively absorb light impact vibrations.

また、緩衝材2,2.・・・の上面に張設されるパーテ
ィクルボード5.5.・・・および合板6,6゜・・・
の、接合位置が互いに異なるので、パーティクルボード
5,5.・・・の継ぎ目が浮き上って床仕上げ材9の表
面に現出することはない。
In addition, cushioning materials 2, 2. Particle board stretched over the top surface 5.5. ...and plywood 6,6°...
Since the bonding positions of the particle boards 5, 5. The joints of ... will not be raised and appear on the surface of the floor finishing material 9.

尚、本発明は上記実施例に限定されるものではなく、種
々の変形例をも包含するものであり、例えば上記実施例
では、緩衝材として、中央部が上方に凸状に彎曲した複
数枚の板状体3,3.・・・を部分的にゴム4.4.・
・・を介在させて積層接合してなる重ね板ばね休を用い
たが、第4図に示すように、ff1ffされた?!2敗
枚の板状体3,3.・・・の対応する側端部同士をゴム
等の弾性体11により一体内に連結した重ね板ばね体を
使用してもよい。
It should be noted that the present invention is not limited to the above-mentioned embodiment, but also includes various modifications. For example, in the above-mentioned embodiment, a plurality of cushioning materials each having a central portion curved upwardly is used as a cushioning material. The plate-shaped bodies 3, 3. Partially rubber 4.4.・
I used a stacked leaf spring made by laminating and bonding with ... interposed, but as shown in Fig. 4, it was ff1ff? ! 2 lost plates 3, 3. You may also use a stacked leaf spring body in which the corresponding side ends of the springs are integrally connected by an elastic body 11 such as rubber.

また、第5図に示すように各板状体3の裏面(下面)に
フェライト、鉄粉、砂、ゴム等をコーティングしたり、
あるいはエンボスや溝等を施したりして板状体3の積層
面を凹凸粗面3aにした上でそれら板状体3,3.・・
・を積層接合するようにしてもよく、この場合、緩衝材
2の変形時に各板状体3.3間で作用する摩擦力が増大
するために、床面に作用する衝撃力を各板状体3.3の
変形と、上記板状体間の摩擦抵抗とで吸収して、より一
層効果的に吸収することが可能となる。また、上記実施
例では、積層された複数の板状体3,3.・・・間に部
分的に介在される弾性体としてゴム4を用いたが、第6
図に示すように発砲プラスチック12を用いてもよい。
In addition, as shown in FIG. 5, the back surface (lower surface) of each plate-shaped body 3 may be coated with ferrite, iron powder, sand, rubber, etc.
Alternatively, the laminated surface of the plate-like body 3 is made into an uneven surface 3a by embossing, grooves, etc., and then the plate-like bodies 3, 3.・・・
In this case, since the frictional force that acts between each plate-shaped body 3.3 increases when the cushioning material 2 is deformed, the impact force acting on the floor surface can be reduced by each plate-shaped body. The deformation of the body 3.3 and the frictional resistance between the plate-shaped bodies allow the absorption to be made even more effectively. Further, in the above embodiment, a plurality of laminated plate bodies 3, 3 . ...Rubber 4 was used as the elastic body partially interposed in between, but the 6th
A foamed plastic 12 may also be used as shown.

また、緩衝材2の下端縁を床下地1に対して横滑り自在
とする場合において、横滑りをよりスムーズにするため
にIl衝材2を構成する最下層の板状体3の下端縁を切
欠き等で曲面に形成したり、あるいは、第7図、第8図
に示すようにその最下層の板状体3の両端部を彎曲形状
に折曲げ成形して緩衝材2の下端縁を曲面に形成するよ
うにしてもよい。また、上記実施例の如く、床下地1上
面に樹脂シート10を敷設する代り、第9図に示すよう
に各緩衝材2の下端縁に対応して樹脂パネル13.13
を敷設してもよく、さらには床下地1の表面自体を平滑
面にしたり、緩衝材2の下端部の材料に比較的滑り易い
ものを使用するようにしてもよく、床下地1や緩衝材2
の種類等に応じて滑り−がスムーズな構成、を適宜選択
すればよい。
In addition, in the case where the lower edge of the cushioning material 2 is made to be able to slide freely against the floor substrate 1, the lower edge of the lowermost plate-like member 3 constituting the Il cushioning material 2 is notched in order to make the side sliding smoother. Alternatively, as shown in FIGS. 7 and 8, the bottom edge of the cushioning material 2 may be formed into a curved surface by bending both ends of the lowermost plate-like material 3 into a curved shape. It may also be formed. Also, instead of laying the resin sheet 10 on the upper surface of the floor subfloor 1 as in the above embodiment, resin panels 13, 13 are placed corresponding to the lower edge of each cushioning material 2, as shown in FIG.
Moreover, the surface of the floor base 1 itself may be made smooth, or the lower end of the cushioning material 2 may be made of a relatively slippery material. 2
A structure with smooth sliding may be appropriately selected depending on the type of the structure.

さらに、第10図に示ずように、緩衝材2の上面に張設
される剛性板としてのパーティクルボード5の下面に、
対応するIm!lli材2を一体に取り付けてユニット
化し、その各緩衝材2とパーティクルボード5との一体
ユニツ1〜を第9図に示すように床下地1上に載置して
、相隣るパーティクルボード5.5の側端部同士を接合
するようにすると、緩衝材と剛性板の施工が同時に出来
て施工効率が良く、又、並べるだけで!1衝材同士の間
隔りが保持出来るものである。尚、この時、パーティク
ルボード5の側縁部下面に桟木を設けてこの桟木に実加
工等の接合部を形成して連結するようにしてもよい。
Furthermore, as shown in FIG.
Im corresponding! The LLI materials 2 are attached together to form a unit, and the integrated units 1 to 1 of each cushioning material 2 and particle board 5 are placed on the flooring 1 as shown in FIG. By joining the side edges of .5 together, you can install the cushioning material and the rigid board at the same time, improving construction efficiency, and just lining them up! 1. It is possible to maintain the spacing between the pieces. At this time, a crosspiece may be provided on the lower surface of the side edge of the particle board 5, and a joint portion may be formed by actual processing on the crosspiece to connect the particles.

また、上記tJI衝材は第11図に示す如く、湾曲部を
複数個連設して波形に形成したものでもよい。
Further, the above-mentioned tJI shock material may be formed into a wavy shape with a plurality of curved portions arranged in series, as shown in FIG.

今、具体的に、縦1820mm、横910mm、厚さ5
.5mmの中比重量維板(比重0.6)を高周波加熱で
中央部の大島寸法が5Qmn+の蒲鉾形状に成形し、そ
の成形板を10枚積層してそれらの側端部同士をウレタ
ンゴムにより接合することにより緩衝材を作製した。こ
の緩衝材をコンクリートスラブ上に敷設し、その上にコ
ンクリート製床パネル(密度2300ko/m”、厚さ
50mm)を載置して浮き床をつくり、これに対しJI
S規格A1418に規定されている重量衝撃音発生装置
にて加撮し、階下より床衝撃音を測定したところ、第1
2図で実線にて示すようにL−45の遮音性能(特級)
を(qだ。これに対し、比較のために上記コンクリート
スラブ上にグラスウール緩衝材(密度96kMゴ、厚さ
50m1ll)を介して上記コンクリート製床パネルを
載置した従来の浮き床をつくり、これの床衝撃音を測定
した結果は第12図で破線にて示すようにL−55の遮
音性能(1級)であった。よって、禾発明例では従来例
よりも音圧が10dB低下し、優れた防振効果が得られ
ることが判る。
Now, specifically, the length is 1820 mm, the width is 910 mm, and the thickness is 5.
.. A 5 mm medium weight fiberboard (specific gravity 0.6) was formed into a semi-cylindrical shape with a large island size of 5Qmn+ in the center using high-frequency heating, and 10 of the formed plates were stacked and their side edges were bonded with urethane rubber. A cushioning material was produced by joining. This cushioning material was laid on a concrete slab, and a concrete floor panel (density 2300ko/m", thickness 50mm) was placed on top of it to create a floating floor, and JI
When the floor impact sound was measured from downstairs using a weight impact sound generator specified in S standard A1418, the first
As shown by the solid line in Figure 2, the sound insulation performance of L-45 (special grade)
(q).For comparison, we created a conventional floating floor in which the above concrete floor panel was placed on the above concrete slab through a glass wool cushioning material (density 96 km, thickness 50 ml). The result of measuring floor impact sound was that the sound insulation performance of L-55 (class 1) was as shown by the broken line in Fig. 12.Therefore, the sound pressure of the invention example was 10 dB lower than that of the conventional example. It can be seen that an excellent anti-vibration effect can be obtained.

(発明の効果) 以上説明したように、本発明によれば、住宅等における
床下地上に板ばね体よりなる複数の緩衝材を激設し、そ
の上に剛性板を介して床仕上げ月を設けて、上記緩衝材
の変形に伴う吸振作用によって床衝撃娠動音のうちの重
ffi!j撃振動音(低音域63〜250Hzの振動)
を有効に吸収するようにしたので、床の重量および厚さ
を増加させることなく上記重量衝撃振動を簡易にかつ安
価に防振でき、特に高層建築の床構造として好適なもの
を提供することができる。
(Effects of the Invention) As explained above, according to the present invention, a plurality of cushioning materials made of leaf spring bodies are installed on the subfloor of a house, etc., and a floor finish is provided on the cushioning materials through a rigid plate. Due to the vibration absorption effect caused by the deformation of the cushioning material, heavy ffi! j-striking vibration sound (vibration in the bass range 63-250Hz)
Since it is designed to effectively absorb the above-mentioned weight impact vibrations without increasing the weight and thickness of the floor, the above-mentioned weight impact vibration can be easily and inexpensively isolated, and it is possible to provide a floor structure particularly suitable for high-rise buildings. can.

さらに、上記緩衝材を構成する板ばね体を重ね板ばね体
とすると、その各板状体が変形する時の板ばね体の積層
面間の摩擦力により衝撃エネルギ−を吸収して型組衝撃
振動音をより一層効果的に低減できる。また、それら板
状体同士を弾性体によって部分的に接合すれば、その弾
性体の圧縮変形により軽舒衝撃振動をも吸収することが
でき。
Furthermore, if the leaf spring bodies constituting the above-mentioned cushioning material are stacked leaf spring bodies, the frictional force between the laminated surfaces of the leaf spring bodies when each of the plate bodies deforms absorbs impact energy and reduces the mold impact. Vibration noise can be reduced even more effectively. Furthermore, if these plate-like bodies are partially joined together by an elastic body, even light shock vibrations can be absorbed by compressive deformation of the elastic body.

一方、板状体の積層面を凹凸粗面にすれば、各板状体間
の摩擦力を高めて衝撃エネルギーを顕著に吸収すること
ができる。
On the other hand, if the laminated surface of the plate-like bodies is made to have an uneven surface, the frictional force between the plate-like bodies can be increased and impact energy can be significantly absorbed.

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

図面は本発明の実施例を示し、第1図は床構造の断面図
、第2図は緩衝材の断面図、第3図は板状体の彎曲度合
を示す説明図である。第4図は緩衝材の変形例を示す斜
視図、第5図ないし第8図。 及び第11図はそれぞれ緩衝材の変形例を示す断面図、
第9図は他の実施例を示す第1図相当図、第10図は緩
衝材とパーティクルボードとの取付状態を示す斜視図で
ある。第12図は本発明例の遮音性能を従来例と比較し
て示す特性図である。 1・・・床下地、2・・・緩衝材、3・・・板状体、3
a・・・凹凸粗面、4・・・ゴム、5・・・パーティク
ルボード、9・・・床仕上げ材、10・・・樹脂シート
、11・・・弾性体、12・・・発砲プラスチック、1
3・・・樹脂パネル、D・・・間隔。 特 許 出 願 人  大建工業株式会社−。 代     理     人    前  1)   
 弘  ;−Jl ニー1−ン、・J d J l ’
 −−
The drawings show an embodiment of the present invention; FIG. 1 is a sectional view of a floor structure, FIG. 2 is a sectional view of a cushioning material, and FIG. 3 is an explanatory diagram showing the degree of curvature of a plate-shaped body. FIG. 4 is a perspective view showing modified examples of the cushioning material, and FIGS. 5 to 8. and FIG. 11 are sectional views showing modified examples of the cushioning material, respectively.
FIG. 9 is a view corresponding to FIG. 1 showing another embodiment, and FIG. 10 is a perspective view showing how the cushioning material and particle board are attached. FIG. 12 is a characteristic diagram showing the sound insulation performance of the example of the present invention in comparison with the conventional example. 1... Floor base, 2... Cushioning material, 3... Plate-shaped body, 3
a... Uneven rough surface, 4... Rubber, 5... Particle board, 9... Floor finishing material, 10... Resin sheet, 11... Elastic body, 12... Foamed plastic, 1
3... Resin panel, D... Spacing. Patent applicant: Daiken Kogyo Co., Ltd. Before the agent 1)
Hiroshi;-Jl knee 1-n, ・J d J l'
---

Claims (7)

【特許請求の範囲】[Claims] (1)床下地上に、上面が凸状に彎曲した板ばね体より
なる複数個の緩衝材が、各緩衝材同士の側端部間に適宜
寸法の間隔をあけかつ各緩衝材の下端縁を床下地に対し
て横滑り自在に載置した状態で敷設されており、上記緩
衝材の上面に剛性板が張設され、該剛性板上に床仕上げ
材が設けられていることを特徴とする住宅等における床
構造。
(1) A plurality of cushioning materials made of leaf spring bodies whose upper surfaces are curved in a convex shape are placed on the floor subfloor, with an appropriate distance between the side edges of each cushioning material, and a lower edge of each cushioning material. A house characterized in that the housing is laid so as to be able to slide sideways on the floor substrate, a rigid plate is stretched over the upper surface of the cushioning material, and a floor finishing material is provided on the rigid plate. Floor structure in etc.
(2)緩衝材は、上面が凸状に彎曲した板状体を複数枚
積層してなる重ね板ばね体よりなる特許請求の範囲第(
1)項記載の住宅等における床構造。
(2) The cushioning material is a stacked leaf spring body formed by laminating a plurality of plate-like bodies each having a convexly curved upper surface.
1) Floor structure in houses, etc. described in section 1).
(3)緩衝材は、上面が凸状に彎曲した板状体を弾性体
を介在させて複数枚積層してなる重ね板ばね体よりなる
特許請求の範囲第(1)項記載の住宅等における床構造
(3) The cushioning material is a stacked leaf spring body formed by laminating a plurality of plate-shaped bodies each having a convexly curved upper surface with an elastic body interposed therebetween. floor structure.
(4)重ね板ばね体における板状体は積層面が凹凸粗面
に形成されている特許請求の範囲第(2)項記載の住宅
等における床構造。
(4) A floor structure for a house or the like as set forth in claim (2), wherein the plate-like bodies in the stacked leaf spring body have a laminated surface formed into an uneven and rough surface.
(5)緩衝材は剛性板下面に一体に取り付けられている
特許請求の範囲第(1)項記載の住宅等における床構造
(5) A floor structure in a house or the like according to claim (1), wherein the cushioning material is integrally attached to the lower surface of the rigid plate.
(6)緩衝材の下端縁は床下地上に摩擦抵抗の小さい樹
脂シート等よりなる支持体を介して載置されている特許
請求の範囲第(1)項記載の住宅等における床構造。
(6) A floor structure for a house or the like according to claim (1), wherein the lower edge of the cushioning material is placed on the floor subfloor via a support made of a resin sheet or the like having low frictional resistance.
(7)緩衝材の下端縁は曲面に形成されている特許請求
の範囲第(1)項記載の住宅等における床構造。
(7) A floor structure in a house or the like according to claim (1), wherein the lower edge of the cushioning material is formed into a curved surface.
JP24548385A 1985-11-01 1985-11-01 Floor structure in house Granted JPS62107162A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24548385A JPS62107162A (en) 1985-11-01 1985-11-01 Floor structure in house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24548385A JPS62107162A (en) 1985-11-01 1985-11-01 Floor structure in house

Publications (2)

Publication Number Publication Date
JPS62107162A true JPS62107162A (en) 1987-05-18
JPH0412341B2 JPH0412341B2 (en) 1992-03-04

Family

ID=17134328

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24548385A Granted JPS62107162A (en) 1985-11-01 1985-11-01 Floor structure in house

Country Status (1)

Country Link
JP (1) JPS62107162A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02289759A (en) * 1989-02-18 1990-11-29 Yoshiharu Dojo Sound insulating floor device
JP2016033298A (en) * 2014-07-31 2016-03-10 積水ハウス株式会社 Floor structure and floor panel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02289759A (en) * 1989-02-18 1990-11-29 Yoshiharu Dojo Sound insulating floor device
JPH0684676B2 (en) * 1989-02-18 1994-10-26 義晴 道塲 Sound insulation floor equipment
JP2016033298A (en) * 2014-07-31 2016-03-10 積水ハウス株式会社 Floor structure and floor panel

Also Published As

Publication number Publication date
JPH0412341B2 (en) 1992-03-04

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