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JPH0559227B2 - - Google Patents
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JPH0559227B2 - - Google Patents

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Publication number
JPH0559227B2
JPH0559227B2 JP62233234A JP23323487A JPH0559227B2 JP H0559227 B2 JPH0559227 B2 JP H0559227B2 JP 62233234 A JP62233234 A JP 62233234A JP 23323487 A JP23323487 A JP 23323487A JP H0559227 B2 JPH0559227 B2 JP H0559227B2
Authority
JP
Japan
Prior art keywords
perforated plate
hole
cushioning material
slab
air
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 - Lifetime
Application number
JP62233234A
Other languages
Japanese (ja)
Other versions
JPS6475775A (en
Inventor
Yukihiko Tobimatsu
Yoshihisa Hayashi
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.)
Okumura Corp
Original Assignee
Okumura Corp
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 Okumura Corp filed Critical Okumura Corp
Priority to JP62233234A priority Critical patent/JPS6475775A/en
Publication of JPS6475775A publication Critical patent/JPS6475775A/en
Publication of JPH0559227B2 publication Critical patent/JPH0559227B2/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〉 この発明は、たとえば集合住宅等に用いれば好
適な遮音性に優れた床構造に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a floor structure with excellent sound insulation properties suitable for use in, for example, apartment complexes.

〈従来の技術〉 集合住宅の上階から下階へ伝わる床の衝撃音、
特に子供の飛びはねる等の重量衝撃により発生す
る床衝撃音は防止することが難しく、対策に苦慮
しているのが実情である。
<Conventional technology> Floor impact sound transmitted from the upper floor to the lower floor of an apartment complex.
In particular, it is difficult to prevent floor impact noise caused by weight impact such as when a child jumps, and the reality is that we are struggling to find countermeasures.

従来、このような床衝撃音を防止する方法とし
て、スラブを厚くしたり、上床をモルタルや各種
コンクリートで形成する湿式浮き床構造にした
り、あるいはまた、乾式浮き床構造にするなどの
方法がよく用いられている。
Traditionally, methods to prevent such floor impact noise include making the slab thicker, using a wet floating floor structure where the upper floor is made of mortar or various types of concrete, or creating a dry floating floor structure. It is used.

〈発明が解決しようとする問題点〉 しかしながら、スラブを厚くしたり、湿式浮き
床構造にした場合は、スラブや上床が重くなると
共に、柱等の構造部材が大きくなるため、コスト
が高くなるという問題がある。また湿式浮き床構
造は、緩衝層の養生が難しいなど施工上の難点も
指摘されている。
<Problems to be solved by the invention> However, if the slab is made thicker or a wet floating floor structure is adopted, the slab and upper floor become heavier, and structural members such as columns become larger, resulting in higher costs. There's a problem. In addition, it has been pointed out that wet floating floor structures have construction difficulties, such as difficulty in curing the buffer layer.

一方、乾式浮き床構造は上床が軽量でしかも施
工が容易であつて、上記の如き欠点を補うもので
はあるが、下記の理由で床構造の固有振動数を低
くすることが困難で、低周波域の遮断性能が悪く
なり、全体として防音性に劣るという欠点を有す
る。
On the other hand, the dry floating floor structure has a lightweight upper floor and is easy to construct, which compensates for the above drawbacks, but it is difficult to lower the natural frequency of the floor structure for the following reasons, and low frequency This has the disadvantage that the insulation performance in the area is poor and the overall soundproofing performance is poor.

すなわち、緩衝層のバネ定数が大きいと床構造
の固有振動数が高くなつて、床衝撃音の遮音性能
評価の対象となる周波数域(63〜4000Hz)の振動
の伝達量が多くなり、遮音性能が悪くなるから、
緩衝層のバネ定数を出来るだけ小さくして床構造
の固有振動数を低くすれば、上記周波数域の振動
の伝達量を少なくすることが可能であるように一
見思われる。
In other words, when the spring constant of the buffer layer is large, the natural frequency of the floor structure becomes high, which increases the amount of vibration transmitted in the frequency range (63 to 4000 Hz) that is targeted for evaluation of floor impact sound insulation performance. Because it gets worse,
At first glance, it seems possible to reduce the amount of vibration transmitted in the above frequency range by reducing the spring constant of the buffer layer as much as possible to lower the natural frequency of the floor structure.

しかし、スラブに伝達される振動の大きさは緩
衝材自体と緩衝材中の空気のバネ特性の左右され
るのである。そして、従来の乾式浮き床構造にお
ける緩撃層のバネ定数は、緩衝材の表面が下地材
等に直に接していたため、緩衝材による空気の拘
束力が強く、どの周波数に対しても空気のバネが
作用していた。すなわち、緩衝材自体にバネ定数
の小さいものを用いても、空気のバネ定数(たと
えば、緩衝層の厚み50mmの時2.8×106N/m3)の
ため緩衝層全体のバネ定数があまり小さくなら
ず、したがつて、床構造の固有振動数を低くする
のが困難で、低周波数域の遮音性能が良くならな
かつた。
However, the magnitude of vibration transmitted to the slab depends on the cushioning material itself and the spring characteristics of the air within the cushioning material. The spring constant of the slow-impact layer in conventional dry floating floor structures is that the surface of the cushioning material is in direct contact with the base material, etc., so the restraining force of the air by the cushioning material is strong, and the air The spring was working. In other words, even if a material with a small spring constant is used for the buffer material itself, the spring constant of the entire buffer layer is too small due to the spring constant of air (for example, 2.8 × 10 6 N/m 3 when the thickness of the buffer layer is 50 mm). Therefore, it was difficult to lower the natural frequency of the floor structure, and the sound insulation performance in the low frequency range was not improved.

そこで、本発明の目的は、低い周波数域にある
振動に対して優れた遮断性を有する簡単、安価な
床構造を提供することにある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a simple and inexpensive floor structure that has excellent isolation properties against vibrations in a low frequency range.

〈問題点を解決するための手段〉 上記目的を達成するため、この発明の床構造
は、スラブと床下地材との間において、複数の孔
が厚さ方向に貫通した剛性の高い有孔板が設けら
れ、上記有孔板の一面側には、上記有孔板の孔に
連通する空隙を有する所定の厚さの緩衝材がこの
有孔板の一面全面に接して配置され、上記有孔板
の他面側には、上記スラブまたは床下地材と上記
有孔板との間に上記孔と連通する空間を形成する
ように、振動に対する内部損失係数の大きな弾性
材からなる支持部材が適宜間隔をあけて配置さ
れ、上記有孔板の複数の孔にそれぞれの上記空間
側には、上記緩衝材側から上記空間側方向への空
気の流れによつて上記孔を開く一方、上記空間側
から上記緩衝材側方向への空気の流れによつて上
記孔を閉じるように、一部のみが各孔の近傍に固
着された、上記孔を塞げる広さを有する通気性の
ないフイルム片が設けられていることを特徴とし
ている。
<Means for Solving the Problems> In order to achieve the above object, the floor structure of the present invention uses a highly rigid perforated plate with a plurality of holes penetrating in the thickness direction between the slab and the subfloor material. is provided, and on one side of the perforated plate, a buffer material of a predetermined thickness having a gap communicating with the holes of the perforated plate is arranged in contact with the entire one side of the perforated plate, On the other side of the plate, a support member made of an elastic material with a large internal loss coefficient against vibration is appropriately provided so as to form a space communicating with the hole between the slab or subfloor material and the perforated plate. The plurality of holes of the perforated plate are arranged at intervals, and the holes are opened on the space side by air flowing from the cushioning material side toward the space side, while the holes are opened on the space side. A piece of non-porous film having a width large enough to close the hole is fixed only partially in the vicinity of each hole so that the hole is closed by the flow of air from the side toward the side of the cushioning material. It is characterized by the fact that it is provided.

〈作用〉 上床表面に衝撃を加えると、上床に振動が生じ
る。この振動が下地材、支持部材を通して有孔板
に伝達され、さらに緩衝材に伝わる。このとき、
有孔板が剛性のある材料であるため、振動が広い
範囲に拡散して緩衝材を伸縮させる。緩衝材の伸
縮に伴つて緩衝材の空隙内の空気が、空隙に連通
する有孔板の複数の貫通孔を介して、支持部材の
まわりに形成される空間と緩衝材の空隙との間を
出入する。
<Operation> When an impact is applied to the surface of the upper floor, vibration is generated in the upper floor. This vibration is transmitted to the perforated plate through the base material and supporting member, and further transmitted to the cushioning material. At this time,
Since the perforated plate is made of a rigid material, vibrations are spread over a wide range, causing the cushioning material to expand and contract. As the cushioning material expands and contracts, the air in the gap in the cushioning material flows between the space formed around the support member and the gap in the cushioning material through the plurality of through holes in the perforated plate that communicate with the gap. Enter and exit.

これによつて見掛け上、空気層が厚くなり、空
気のバネ定数が小さくなる。したがつて、緩衝層
全体のバネ定数が小さくなり、床構造の固有振動
数を小さくすることができる。
This apparently makes the air layer thicker and reduces the spring constant of the air. Therefore, the spring constant of the entire buffer layer is reduced, and the natural frequency of the floor structure can be reduced.

さらに、この空気の流出入時に緩衝材の通気の
抵抗によつて、振動エネルギーの一部が熱エネル
ギーとして消耗され、振動の減衰が早まり、単位
時間内のスラブへの振動の伝達量が小さくなる。
Furthermore, due to the ventilation resistance of the cushioning material when air flows in and out, part of the vibration energy is consumed as thermal energy, which speeds up vibration damping and reduces the amount of vibration transmitted to the slab within a unit time. .

また、支持部材のまわりに形成される上記空間
側から緩衝材側方向へ空気が流れるときには、フ
イルム片からなる弁によつて、有孔板の孔が閉じ
られるため、抵抗が大きくなつて、振動エネルギ
ーが大きく吸収される。
Furthermore, when air flows from the space formed around the support member toward the cushioning material, the holes in the perforated plate are closed by valves made of film pieces, which increases resistance and causes vibrations. A large amount of energy is absorbed.

〈実施例〉 以下、この発明を図示の実施例により詳細に説
明する。
<Examples> The present invention will be described in detail below with reference to illustrated examples.

第1図は本発明の第1の実施例を示す床構造の
断面図であり、1はスラブ、2はバネ定数の小さ
い緩衝材の一例としてのグラスウール板、3は剛
性の高い木材等で形成され、複数の貫通孔5が互
いに適宜の間隔をもつて厚さ方向に貫通した有孔
板、6はバネ定数が大きく、かつ、振動に対する
内部損失係数の大きい支持部材としてのゴム材、
7は木材等で形成され、支持部材6によつて支持
されている下地材、8は下地材7に貼付した仕上
げ材である。
FIG. 1 is a sectional view of a floor structure showing a first embodiment of the present invention, where 1 is a slab, 2 is a glass wool board as an example of a cushioning material with a small spring constant, and 3 is made of highly rigid wood, etc. a perforated plate having a plurality of through holes 5 passing through it in the thickness direction at appropriate intervals; 6 is a rubber material as a support member having a large spring constant and a large internal loss coefficient against vibration;
7 is a base material made of wood or the like and supported by a support member 6; 8 is a finishing material attached to the base material 7.

上記グラスウール板2とはグラスウールを板状
に成形したものであり、その内部に多数の連続し
た空隙10を有し、その両外表面は有孔板3とス
ラブ1に当接し、連続した空隙10は有孔板3の
貫通孔5に連通している。また、ゴム材6は有孔
板3上に下地材7を支えるように点在しており、
有孔板3と下地材7との間に空間12が形成され
る。第1図ではグラスウール板2の断面構造をシ
ンボルで表示しているが、拡大して模式的に描け
ば第4図のとおりである。
The above-mentioned glass wool plate 2 is formed by molding glass wool into a plate shape, and has a large number of continuous voids 10 inside thereof, and both outer surfaces thereof are in contact with the perforated plate 3 and the slab 1, and the continuous voids 10 are formed in the glass wool plate 2. communicates with the through hole 5 of the perforated plate 3. Further, the rubber materials 6 are scattered on the perforated plate 3 so as to support the base material 7,
A space 12 is formed between the perforated plate 3 and the base material 7. In FIG. 1, the cross-sectional structure of the glass wool board 2 is shown as a symbol, but if it is enlarged and schematically drawn, it is as shown in FIG. 4.

上記グラスウール板2は床構造において緩衝層
を形成し、有孔板3、ゴム材6、下地材7および
仕上げ材8は浮床層を形成する。
The glass wool board 2 forms a buffer layer in the floor structure, and the perforated board 3, rubber material 6, base material 7 and finishing material 8 form a floating floor layer.

上記構成の床構造は、その上面に振動が加えら
れると、以下のごとく作用してスラブへの振動の
伝達、すなわち、階下での音の発生を阻止する。
When vibrations are applied to the upper surface of the floor structure configured as described above, it acts as follows to prevent the vibrations from being transmitted to the slab, that is, to prevent the generation of sound downstairs.

まず、仕上げ材8に振動が伝わると、その振動
は下地材7へ伝わる。次いで、振動は点在するゴ
ム材6を介して有孔板3の一部に伝達される。た
だし、下地材7に伝わつた振動のエネルギーがす
べて有孔板3に伝達されるのではなく、内部損失
係数が大きいゴム材6の内部を伝達する間に、振
動エネルギーの一部が吸収されてしまう。有孔板
3が剛性の高い材料でできているので、有孔板3
の一部に伝達された振動は有孔板3の広い範囲に
拡散してグラスウール板2に伝達される。そし
て、グラスウール板2が伸縮する。グラスウール
板2の伸縮により、グラスウール板2の空隙10
内の空気は、有孔板3の貫通孔5を介してグラス
ウール板2の空隙10と空間12との間を出入り
する。このため、見かけ上、空気層が厚くなつた
のと同じことになり、結果として空隙10内の空
気のバネ定数が小さくなり、床構造の固有振動数
を小さくすることができ、床衝撃音の遮音性能評
価の対象となる周波数域の振動の伝達を少なくす
ることができる。
First, when vibration is transmitted to the finishing material 8, the vibration is transmitted to the base material 7. Next, the vibration is transmitted to a part of the perforated plate 3 via the rubber material 6 scattered therethrough. However, not all of the vibration energy transmitted to the base material 7 is transmitted to the perforated plate 3, but some of the vibration energy is absorbed while being transmitted inside the rubber material 6, which has a large internal loss coefficient. Put it away. Since the perforated plate 3 is made of a highly rigid material, the perforated plate 3
The vibrations transmitted to a part of the perforated plate 3 are spread over a wide range and transmitted to the glass wool plate 2. Then, the glass wool plate 2 expands and contracts. Due to the expansion and contraction of the glass wool plate 2, the void 10 of the glass wool plate 2 is
The air inside enters and exits between the voids 10 and spaces 12 of the glass wool plate 2 through the through holes 5 of the perforated plate 3. For this reason, it appears that the air layer has become thicker, and as a result, the spring constant of the air in the void 10 becomes smaller, making it possible to reduce the natural frequency of the floor structure and reducing floor impact noise. Transmission of vibrations in the frequency range targeted for sound insulation performance evaluation can be reduced.

また、この空気の流出入時のグラスウール板2
の通気抵抗によつて、振動エネルギーが吸収さ
れ、振動の減衰が早まる。
Also, when this air flows in and out, the glass wool plate 2
The ventilation resistance absorbs vibration energy and speeds up vibration damping.

このようにして、上床で発生した振動はそのエ
ネルギーをゴム材6の内部損失とグラスウール板
2の通気抵抗によつて吸収され、振動を著しく減
衰することができると共に、空気のバネ定数が小
さくなる効果によつて、固有振動数を小さくする
ことができる。したがつて、振動のスラブ1への
伝達は小さくなり、これによつてスラブ1からの
音の発生が少なくなり、衝撃音の階下への伝達を
防止することができる。
In this way, the energy of the vibrations generated in the upper floor is absorbed by the internal loss of the rubber material 6 and the ventilation resistance of the glass wool board 2, making it possible to significantly attenuate the vibrations and reduce the spring constant of the air. As a result, the natural frequency can be reduced. Therefore, the transmission of vibration to the slab 1 is reduced, thereby reducing the generation of sound from the slab 1, and it is possible to prevent impact sound from being transmitted to the downstairs.

このように、本実施例によれば、上の階で発生
した音の振動のエネルギーをゴム材6とグラスウ
ール板2との2箇所で吸収する構造であるため、
減衰すべき振動の種々の周波数域に対応させるべ
く、ゴム材6とグラスウール板2とのバネ定数を
最適に選択して、組み合わせることが可能であ
る。
In this way, according to this embodiment, the structure is such that the energy of sound vibrations generated on the upper floor is absorbed in two places, the rubber material 6 and the glass wool board 2.
It is possible to optimally select and combine the spring constants of the rubber material 6 and the glass wool plate 2 in order to correspond to various frequency ranges of vibrations to be damped.

なお、上記第1の実施例において、支持部材を
ゴム材としたが、これに限定されるものではな
く、たとえばコルク等、振動に対する内部損失係
数の大きい材料であれば他の材料も適用できるこ
とは勿論である。さらに、支持部材は有孔板の上
に点在するように適宜間隔をあけて設けたが、複
数の互いに平行な帯状に設けてもよい。また、緩
衝材としてはグラスウール板2を使用したが、同
様に弾性係数の小さい、かつ内部に表面まで連続
している空隙を有するロツクウール等であつても
よい。
In the first embodiment, the support member is made of rubber, but it is not limited to this, and other materials may be used as long as they have a large internal loss coefficient against vibration, such as cork. Of course. Further, although the supporting members are provided at appropriate intervals so as to be scattered on the perforated plate, they may be provided in a plurality of mutually parallel strips. Further, although the glass wool plate 2 is used as the cushioning material, it may also be made of rock wool or the like which similarly has a small elastic modulus and has voids inside that extend to the surface.

第2図は上記実施例の有孔板3の部分を詳しく
示したものである。有孔板3の貫通孔5のうちの
所定個数のものを、均一に分布するように選び、
その貫通孔5の空間12側に、一部のみが貫通孔
5の近傍に固着された、貫通孔5を塞げる広さを
有する通気性のない薄いフイルム状(たとえば銀
紙)の弁14を取り付けている。グラスウール板
2が圧縮されたときは、グラスウール板2の空隙
10内の空気圧が高まつて、弁14が開き、空気
が空隙10から貫通孔5を通つて空間12内に流
出する。次いで、グラスウール板2が伸張し始め
ると、空隙10内が負圧となることによつて弁1
4は閉じる。それ故、有孔板3にはグラスウール
板2内に空気の流入可能な貫通孔5が少なくなつ
て、大きな抵抗となるため、伸張が緩やかにな
り、振動エネルギーがより大きく吸収される。
FIG. 2 shows in detail the perforated plate 3 of the above embodiment. A predetermined number of through holes 5 of the perforated plate 3 are selected so as to be uniformly distributed,
On the side of the space 12 of the through hole 5, a non-ventilated thin film-like valve 14 (for example, silver paper) having a width large enough to close the through hole 5 and only a part of which is fixed near the through hole 5 is attached. ing. When the glass wool plate 2 is compressed, the air pressure in the gap 10 of the glass wool plate 2 increases, the valve 14 opens, and air flows out from the gap 10 into the space 12 through the through hole 5. Next, when the glass wool plate 2 begins to expand, the inside of the gap 10 becomes negative pressure, causing the valve 1 to close.
4 is closed. Therefore, the perforated plate 3 has fewer through-holes 5 through which air can flow into the glass wool plate 2, resulting in a large resistance, which slows down the expansion and absorbs more vibrational energy.

上記弁14にはフイルム状のものを使用した
が、これに替えてバネをもつ板状のものを用いる
こともできる。この場合は、グラスウール板2の
圧縮時には圧力差で開き、それ以外の場合は弁自
体のバネの力で閉じているので、後述する第2の
実施例にも使用可能である。
Although a film-shaped valve is used for the valve 14, a plate-shaped valve with a spring may be used instead. In this case, the valve opens due to the pressure difference when the glass wool plate 2 is compressed, and otherwise closes due to the force of the spring of the valve itself, so it can also be used in the second embodiment described later.

第3図は第2の実施例の床構造を示している。
この床構造は、下地材27と有孔板23との間
に、緩衝材としてのロツクウール22を配置し、
スラブ21の上に点在するように設けられた断面
台形形状の支持部材としてのゴム材26にアジヤ
スタ24を介して有孔板23を支持したものであ
る。なお、25は有孔板23の孔、28は仕上
材、32は上記スラブ21と有孔板23との間に
形成された空間である。
FIG. 3 shows the floor structure of the second embodiment.
In this floor structure, rock wool 22 as a cushioning material is placed between the base material 27 and the perforated plate 23,
A perforated plate 23 is supported via adjusters 24 on rubber members 26 serving as support members having a trapezoidal cross section and provided scattered on the slab 21. Note that 25 is a hole in the perforated plate 23, 28 is a finishing material, and 32 is a space formed between the slab 21 and the perforated plate 23.

このように本実施例は、スラブ21の上に直接
空間32を設けるようにしているので、配管敷設
等の理由により床下のスペースが必要な場合に採
用するのが望ましいものである。
In this way, in this embodiment, the space 32 is provided directly above the slab 21, so it is desirable to adopt it when space under the floor is required for reasons such as laying piping.

なお、第3図に示されていないが、この第2の
実施例においても、第1の実施例と同様に、有孔
板23の孔25の空間32側に、通気性のない薄
いフイルム状の弁(第2図参照)を設けている。
Although not shown in FIG. 3, in this second embodiment as well, a non-ventilated thin film is provided on the space 32 side of the hole 25 of the perforated plate 23, as in the first embodiment. A valve (see Figure 2) is provided.

〈発明の効果〉 以上より明らかなように、本発明の床構造によ
れば、スラブと床下地材との間において、複数の
孔が厚さ方向に貫通した剛性の高い有孔板が設け
られ、上記有孔板の一面側には、上記有孔板の孔
に連通する空隙を有する所定の厚さの緩衝材がこ
の有孔板の一面全面に接して配置され、上記有孔
板の他面側には、上記スラブまたは床下地材と上
記有孔板との間に上記孔と連通する空間を形成す
るように、振動に対する内部損失係数の大きな弾
性材からなる支持部材が適宜間隔をあけて配置さ
れているので、床下地材に伝わつた振動は、支持
部材を介して有孔板および緩衝材に伝達され、緩
衝材内の空気が有孔板の孔を介して上記空間に流
出入して、緩衝材内空気のバネ定数が実質的に小
さくなり、床構造の固有振動数を小さくすると共
に、緩衝材内空隙を空気を流通するときの抵抗に
よつて、振動エネルギーが吸収され、振動が極め
て大きく区減衰して、スラブには振動が伝達され
にくくなり、優れた防音効果を発揮することがで
きる。また、支持部材として、内部損失係数の大
きな材料を使用することによつて振動エネルギー
をさらに大きく吸収することができると共に、減
衰すべき振動の周波数に対応できるように支持部
材および緩衝材の材料を最適に選択、組み合わせ
ることができ、固有振動数の調整がしやすくな
る。
<Effects of the Invention> As is clear from the above, according to the floor structure of the present invention, a highly rigid perforated plate with a plurality of holes penetrating in the thickness direction is provided between the slab and the flooring material. A buffer material of a predetermined thickness having a gap communicating with the holes of the perforated plate is disposed on one side of the perforated plate in contact with the entire one side of the perforated plate, and other than the perforated plate On the surface side, supporting members made of an elastic material having a large internal loss coefficient against vibration are spaced at appropriate intervals so as to form a space communicating with the holes between the slab or flooring material and the perforated plate. Since the vibrations transmitted to the subfloor material are transmitted to the perforated plate and the cushioning material through the support members, the air in the cushioning material flows in and out of the above space through the holes in the perforated plate. As a result, the spring constant of the air within the cushioning material becomes substantially smaller, reducing the natural frequency of the floor structure, and the vibration energy is absorbed by the resistance when air flows through the gaps within the cushioning material. Vibration is greatly attenuated, making it difficult for vibration to be transmitted to the slab, resulting in excellent soundproofing effects. Furthermore, by using a material with a large internal loss coefficient for the support member, it is possible to absorb even more vibrational energy, and the materials of the support member and cushioning material can be adjusted to accommodate the frequency of the vibration that should be attenuated. They can be optimally selected and combined, making it easier to adjust the natural frequency.

また、この床構造は、従来のようにスラブを厚
くする必要がないので、安価にしかも緩衝層の養
生等の問題がないので簡単に組み立てることがで
きる。
In addition, this floor structure does not require thick slabs as in the past, so it is inexpensive and can be easily assembled since there are no problems such as curing of the buffer layer.

また、上記有孔板の複数の孔それぞれの上記空
間側に、通気性のないフイルム片からなる弁を取
り付け、上記緩衝材側から上記空間側方向への空
気の流れによつて上記孔を開く一方、上記空間側
から上記緩衝材側方向への空気の流れによつて上
記孔を閉じるようにしているので、振動エネルギ
ーをより一層大きく吸収することができる。
Further, a valve made of a piece of non-ventilated film is attached to the space side of each of the plurality of holes of the perforated plate, and the holes are opened by the flow of air from the cushioning material side toward the space side. On the other hand, since the holes are closed by air flowing from the space side toward the cushioning material side, vibration energy can be absorbed even more.

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

第1図は本発明の第1の実施例に係る床構造を
示す図、第2図は第1の実施例に使用される弁を
示す図、第3図は本発明の第2の実施例に係る床
構造を示す図、第4図はグラスウール板の模式図
である。 1……スラブ、2……グラスウール板、3……
有孔板、5……貫通孔、6……ゴム材、7……床
下地材、8……仕上げ材、10……空隙、12…
…空間、14……フイルム状の弁。
FIG. 1 is a diagram showing a floor structure according to a first embodiment of the present invention, FIG. 2 is a diagram showing a valve used in the first embodiment, and FIG. 3 is a diagram showing a second embodiment of the present invention. FIG. 4 is a schematic diagram of a glass wool board. 1...Slab, 2...Glass wool board, 3...
Perforated plate, 5... Through hole, 6... Rubber material, 7... Floor base material, 8... Finishing material, 10... Gap, 12...
...Space, 14...Film-shaped valve.

Claims (1)

【特許請求の範囲】 1 スラブと床下地材との間において、 複数の孔が厚さ方向に貫通した剛性の高い有孔
板が設けられ、 上記有孔板の一面側には、上記有孔板の孔に連
通する空隙を有する所定の厚さの緩衝材がこの有
孔板の一面全面に接して配置され、 上記有孔板の地面側には、上記スラブまたは床
下地材と上記有孔板との間に上記孔と連通する空
間を形成するように、振動に対する内部損失係数
の大きな弾性材からなる支持部材が適宜間隔をあ
けて配置され、 上記有孔板の複数の孔それぞれの上記空間側に
は、上記緩衝材側から上記空間側方向への空気の
流れによつて上記孔を開く一方、上記空間側から
上記緩衝材側方向への空気の流れによつて上記孔
を閉じるように、一部のみが各孔の近傍に固着さ
れた、上記孔を塞げる広さを有する通気性のない
フイルム片が設けられていることを特徴とする床
構造。
[Claims] 1. A highly rigid perforated plate having a plurality of holes penetrating it in the thickness direction is provided between the slab and the subfloor material, and one side of the perforated plate has the perforated plate. A cushioning material of a predetermined thickness having a gap communicating with the hole in the board is placed in contact with the entire surface of this perforated board, and on the ground side of the perforated board, the above-mentioned slab or subfloor material and the above-mentioned perforated Support members made of an elastic material with a large internal loss coefficient against vibration are arranged at appropriate intervals so as to form spaces communicating with the holes in the perforated plate. On the space side, the hole is opened by the flow of air from the cushioning material side toward the space side, and the hole is closed by the flow of air from the space side toward the cushioning material side. A floor structure characterized in that a piece of non-breathable film is provided, only a portion of which is fixed in the vicinity of each hole, and is large enough to close the hole.
JP62233234A 1987-09-16 1987-09-16 Floor structure Granted JPS6475775A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62233234A JPS6475775A (en) 1987-09-16 1987-09-16 Floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62233234A JPS6475775A (en) 1987-09-16 1987-09-16 Floor structure

Publications (2)

Publication Number Publication Date
JPS6475775A JPS6475775A (en) 1989-03-22
JPH0559227B2 true JPH0559227B2 (en) 1993-08-30

Family

ID=16951859

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62233234A Granted JPS6475775A (en) 1987-09-16 1987-09-16 Floor structure

Country Status (1)

Country Link
JP (1) JPS6475775A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0643750B2 (en) * 1988-06-20 1994-06-08 大建工業株式会社 Soundproof floor structure and cushioning material for underfloor
JPH0243460A (en) * 1988-08-02 1990-02-14 Daiken Trade & Ind Co Ltd floor structure
JP2579447Y2 (en) * 1992-06-05 1998-08-27 株式会社ノダ Floor support
JP2579448Y2 (en) * 1992-06-05 1998-08-27 株式会社ノダ Floor support
JP2007138652A (en) * 2005-11-22 2007-06-07 Taisei Corp Floor structure

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63114757A (en) * 1986-10-31 1988-05-19 大建工業株式会社 Floor panels and their construction methods
JPS63223261A (en) * 1987-03-13 1988-09-16 大建工業株式会社 floating floor structure

Also Published As

Publication number Publication date
JPS6475775A (en) 1989-03-22

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