JPS59173456A - Sound blocking floor material - Google Patents

Sound blocking floor material

Info

Publication number
JPS59173456A
JPS59173456A JP9548483A JP9548483A JPS59173456A JP S59173456 A JPS59173456 A JP S59173456A JP 9548483 A JP9548483 A JP 9548483A JP 9548483 A JP9548483 A JP 9548483A JP S59173456 A JPS59173456 A JP S59173456A
Authority
JP
Japan
Prior art keywords
floor
vibration absorbing
spring
dynamic vibration
thickness
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
JP9548483A
Other languages
Japanese (ja)
Other versions
JPH042751B2 (en
Inventor
山口 道征
鈴木 昭介
清 小山
政直 山中
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.)
Bridgestone Corp
Original Assignee
Bridgestone 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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP9548483A priority Critical patent/JPS59173456A/en
Publication of JPS59173456A publication Critical patent/JPS59173456A/en
Publication of JPH042751B2 publication Critical patent/JPH042751B2/ja
Granted legal-status Critical Current

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  • Building Environments (AREA)
  • 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】 〔技術分野〕 この発明は、集合住宅・戸建住宅等の遮音機能を備えた
床材に関し、特に床下地用床材として使用するに適した
遮音性床材に関するものである。
[Detailed Description of the Invention] [Technical Field] This invention relates to a flooring material with a sound insulating function for apartment complexes, detached houses, etc., and particularly to a sound insulating flooring material suitable for use as a subfloor material. It is.

〔従来技術〕[Prior art]

従来の床材、−例として床下地用床材は、床スラブ上に
大引材と根太材とを格子状に組んで床下地基体を構成し
、この床下地基体上に板材を数枚積層したものが周知で
ある。このような大引根太工法における床下地基体上の
床材では、階層をなす建物において、上階での子供の飛
び跳ね等による床衝撃音が下階において問題となり、特
に低周波数域における床衝撃音に対する改善が望まれて
いた。
Conventional flooring materials, for example flooring materials for subfloors, consist of a subfloor base made by assembling large timbers and joists in a lattice pattern on a floor slab, and several boards are laminated on top of this subfloor base. What has been done is well known. With the flooring material on the subfloor base of the Ohiki joist construction method, floor impact noise caused by children jumping on the upper floors, etc., becomes a problem on the lower floors in multi-story buildings, especially floor impact noise in the low frequency range. Improvements were desired.

そこで、集合住宅や体育館等の床下地用床材として、第
1図に示すように、所定の大きさのパネル板100に水
平レベル調節可能な支持脚101を取付けたユニットパ
ネル102を多数用意し、これらユニットパネル102
を床スラブ103上に並置したものが、多く使用されて
るに至っている。ここで用いられる支持脚101の下端
に防振ゴム104を取付けることにより遮音効果を高め
ている。このようなユニットパネル102上には、捨張
材(図示せず)を施工し、この捨張材上に仕上材(図示
せず)を施工し、床構造を完成する。
Therefore, as shown in Fig. 1, we have prepared a large number of unit panels 102, which are panel boards 100 of a predetermined size and support legs 101 whose horizontal level can be adjusted, as flooring material for subfloors in housing complexes, gymnasiums, etc. , these unit panels 102
A system in which these are placed side by side on the floor slab 103 has come to be widely used. The sound insulation effect is enhanced by attaching vibration isolating rubber 104 to the lower end of the support leg 101 used here. A lining material (not shown) is installed on the unit panel 102, and a finishing material (not shown) is applied on the lining material to complete the floor structure.

捨張材として厚さ12鉗の合板を使用し、仕上材として
厚さ11m++のカーペットを使用し、床スラブ103
から仕上材上面までの高さを120罪とし、床スラブ1
03の厚みを120岨としたものをJIS A−141
8に定める「建築物の現場における床衝撃音レベルの測
定方法」に準拠して測定した結果は、次の表1に示す通
りであった。
A floor slab 103 was created using plywood with a thickness of 12 mm as the covering material and carpet with a thickness of 11 m++ as the finishing material.
The height from to the top of the finishing material is 120mm, and the floor slab is 1
03 with a thickness of 120 cm is JIS A-141
The results of the measurements were as shown in Table 1 below, in accordance with the "Method for Measuring Floor Impact Sound Levels at Building Sites" stipulated in Section 8.

表  1 また、床衝撃音の遮音等級と生活実感との対応は、次の
表2に示す。
Table 1 In addition, the correspondence between the sound insulation grade of floor impact noise and the actual living experience is shown in Table 2 below.

表  2 なお、木造の大引根太式の床構造では、重量衝撃源によ
る測定デニタが遮音等級でL−65〜71程度であった
。この大引根太式に比較すれば、ユニットパネル102
を使用したものには大幅な向上がみられる。
Table 2 In addition, in the wooden floor structure of the large joist type, the denier measured by a weight impact source was about L-65 to 71 in terms of sound insulation grade. Compared to this large joist type, unit panel 102
A significant improvement is seen in those using .

このように床衝撃音遮断性能を向上させたユニットパネ
ル使用の床構造においても、通常4本の支持脚101で
四隅を支持されるパネル板100の中央部、隣合うパネ
ル板100との突き合せ目地部、支持脚101の直上と
では、それぞれ剛性に大きな差異が生じて床材の全体の
剛性不均一は避けられず、このため「子供の飛び降り」
や「器物の転倒」等に代表される重量衝撃に対する相対
的バランスが悪く、床剛性の低い位置に衝撃が加わった
場合の曲げ振動が床全体に波及して床衝撃音遮断性能を
悪化する原因になっていた。このような床構造では、重
量衝撃を受けたユニットパネル102に隣接するユニッ
トパネル102が衝撃の反作用的相対運動とみられる「
跳ね上り」を生じ、1251−I Z以下の低周波域の
遮断性低下につながっていた。また、重量衝撃による曲
げ振動がユニットパネル102の下中間の音圧レベルの
上昇につながり、そのまま階下へ伝播する所謂透過音に
関してもこのような床構造に起因していた。
Even in a floor structure using unit panels that improves floor impact sound isolation performance in this way, the central part of the panel board 100, whose four corners are usually supported by four support legs 101, butts against the adjacent panel boards 100. There is a large difference in rigidity between the joints and directly above the support leg 101, making it unavoidable that the rigidity of the entire flooring material is uneven.
The relative balance against weight impacts, such as those caused by overturning of objects or overturning of equipment, is poor, and when an impact is applied to a location with low floor rigidity, bending vibration spreads throughout the floor, causing a deterioration in floor impact sound isolation performance. It had become. In such a floor structure, the unit panels 102 adjacent to the unit panels 102 that received the weight impact undergo relative movement that appears to be a reaction to the impact.
1251-IZ and lower, leading to a decrease in the shielding performance in the low frequency range below 1251-IZ. In addition, bending vibration due to weight impact leads to an increase in the sound pressure level at the lower middle of the unit panel 102, and so-called transmitted sound propagating directly to the downstairs is also caused by such a floor structure.

〔発明の目的〕[Purpose of the invention]

この発明は、上記事情に鑑みて発明されたものであり、
床材の遮音機能を向上させ、特に低周波域の遮音機能を
向上させた遮音性床材を提供することを目的とするもの
である。
This invention was invented in view of the above circumstances,
The object of the present invention is to provide a sound insulating flooring material that has improved sound insulation function, particularly in a low frequency range.

(発明の構成) この発明は、複数の板材間に複数のスペース材を配置し
て板材とスペース材とで囲まれた区画域を形成し、この
区画域に、軟質材料から成るバネ材及びこのバネ材の一
方の片面に貼着した鋼板等から成る拘束付加質量から構
成された動吸振材を配置し、この動吸振材のバネ材の他
方の片面のみを上下いずれかの板材に固着することによ
り、上記目的を達成しようとするものである。
(Structure of the Invention) This invention arranges a plurality of spacers between a plurality of plate members to form a compartment area surrounded by the plate members and the spacer members, and in this compartment, a spring member made of a soft material and a spring member made of a soft material and a spring member made of a soft material A dynamic vibration absorbing material composed of a constrained additional mass made of a steel plate or the like is attached to one side of a spring material, and only the other side of the spring material of this dynamic vibration absorbing material is fixed to either the upper or lower plate material. This aims to achieve the above objectives.

〔発明の実施例〕[Embodiments of the invention]

以下にこの発明の好適な実施例を第2図以下の図面を参
照しつつ説明する。
Preferred embodiments of the present invention will be described below with reference to FIG. 2 and the subsequent drawings.

第2図に示す実施例は、2枚の板材1・1間に複数のス
ペース材2・・・・・・、図示するものでは互いに平行
にかつ等間隔に7本のスペース材2・・・・・・を配置
し、板材1・1とスペース材2・・・・・・とで囲まれ
た区画域Sを形成しである。これらの区画域Sに動吸振
材3を配置しである。この動吸振材3は、第3図に示す
ように、軟質材料例えばポリウレタンフォーム等から成
るバネ材4と、このバネ材4の一方の片面に貼着した鋼
板等から成る拘束付加賀量5とから構成しである。バネ
I44は、ポリウレタンフォームの伯にゴム、ポリエチ
レンフオーム、pvc <ポリ塩化ビニル)フオーム等
であっても良く、厚さは5〜20龍程度、密度は0,0
5 g/ cm’以下で低いぼね定数を有する材料が好
ましい。−例として密度0.045g/cm3で厚さを
5〜20龍に変化させた場合のばね定数が11×105
H///l/丘2〜4×105≠/かに変えられるよう
な材料がより好ましい。拘束付加賀量5としては、厚さ
1.0〜4.5作程度、密度が1.5g/ cm3以上
の鋼板、鉛シート、制振ゴムシート、塩化ビニルに無機
充填剤を加えたシート状のもの等を使用するが、厚さ5
〜20in+程度のスレート板等であっても良い。これ
らのバネ材4及び拘束付加賀量5から構成された動吸振
材3は、ダイナミックダンパーとして機能するものであ
るから、バネ材4の他方の片面〈拘束付加賀量5が貼着
された面と反対の面)のみを上下いずれかの板U1に固
着する。前記板材1は、厚さ5.5〜12陥程度、大き
さ910X910mm1910x1820龍、1200
X2400建等の合板やバーチクルボード等を使用する
In the embodiment shown in FIG. 2, there are a plurality of spacers 2 between two plate members 1, 1, and in the illustrated example, seven spacers 2 are arranged parallel to each other and at equal intervals. . . . are arranged to form a partitioned area S surrounded by the plate materials 1 and 1 and the space materials 2 . Dynamic vibration absorbing materials 3 are arranged in these divided areas S. As shown in FIG. 3, this dynamic vibration absorbing material 3 consists of a spring material 4 made of a soft material such as polyurethane foam, and a restraining force 5 made of a steel plate or the like stuck to one side of the spring material 4. It consists of: The spring I44 may be made of polyurethane foam, rubber, polyethylene foam, PVC (polyvinyl chloride) foam, etc., and has a thickness of about 5 to 20 mm and a density of 0.0
Materials with low bouncing constants below 5 g/cm' are preferred. -For example, when the density is 0.045g/cm3 and the thickness is changed from 5 to 20 dragons, the spring constant is 11 x 105
More preferred is a material that can be changed to H///l/hill 2 to 4×10 ≠/. The additional restraint capacity 5 is a steel plate with a thickness of about 1.0 to 4.5 cm and a density of 1.5 g/cm3 or more, a lead sheet, a vibration damping rubber sheet, or a sheet made of vinyl chloride with an inorganic filler added. The thickness is 5.
It may also be a slate board of about 20 inches+. Since the dynamic vibration absorbing material 3 composed of the spring material 4 and the restraint addition layer 5 functions as a dynamic damper, the other side of the spring material 4 (the surface to which the restraint addition amount 5 is pasted) (the opposite side) to either the upper or lower plate U1. The plate material 1 has a thickness of about 5.5 to 12 mm and a size of 910 x 910 mm, 1910 x 1820 mm, and 1200 mm.
Use plywood or vertical board such as X2400 construction.

なお、区画域Sの間隔は、大引根太工法で構築さ、れる
床下地上に設置される床材の場合、大引根太工法のピッ
チである3 00 umや450TIIllに対応させ
る。なおまた、前記スペース材2の配列は、必ずしも平
行でなくとも差し支えなく、格子状叫組んで板材1・1
間に挾持されても良い。
In addition, in the case of a flooring material installed on a subfloor constructed by the Ohiki joist method, the interval between the division areas S is made to correspond to the pitch of 300 um or 450 TIIll, which is the pitch of the Ohiki joist method. Furthermore, the arrangement of the space materials 2 does not necessarily have to be parallel, and the space materials 2 may be arranged in a grid pattern.
It may be held in between.

前記動吸振材3におけるバネ材4と拘束付加賀量5との
組み合せは、衝撃音の低減を期待する周波数に応じて設
計することができ、その基本式は、自由度の振動系式 
”−士辱で定まる。式中Mは拘束付加質量5の質量、K
はバネ材3のばね定数である。−例として、63H2を
低減する場合、密度0.02p/cm’、厚さ14部の
ポリウレタンフォームを50%圧縮して7鉗の厚さとし
、その表面に3.2順の鉄板を貼着した。このように構
成した動吸振材3を備えた床材を、第4図に示すように
、大引材10と根太材20による大引根太工法に敷き込
んだ床下地においては、子供の飛び跳ね等による衝撃−
が加わって板振動を起こした場合でも動吸振材3による
ダイナミックダンパー効果により設計周波数を中心に広
い周波数において減衰効果が得られた。この場合、設計
周波数を数周波数にして1枚の床材に投入することも可
能であり、第4図に示す例では、各区画域Sに配置する
バネ材4の面積を変えた。この第4図に示す例において
、床スラブ103の厚さを130T1mとし、厚さ20
開のバーチクルボード床下地板に変えて、厚さ9作の板
材1・1、上述の動吸振材3、設計周波数63 H2の
床材を使用した場合、JIS  △−1418による重
量衝撃源に対する階下の床衝!A音は、63 Hzで7
d B (C)、125Hzで5dB (C) 、25
01−1z及び500’)lzで2d B (C)の減
音効果を得た。なお、第4図中符号30は、捨張材及び
仕上材の層である。
The combination of the spring material 4 and the restraining force 5 in the dynamic vibration absorbing material 3 can be designed according to the frequency at which impact noise is expected to be reduced, and its basic formula is the vibration system formula of degrees of freedom.
” - Determined by morale. In the formula, M is the mass of the restraint additional mass 5, K
is the spring constant of the spring material 3. - As an example, when reducing 63H2, polyurethane foam with a density of 0.02 p/cm' and a thickness of 14 parts was compressed by 50% to a thickness of 7 mm, and a 3.2 order iron plate was attached to the surface. . As shown in FIG. 4, the flooring material equipped with the dynamic vibration absorbing material 3 configured in this way is installed in the subfloor using the large joist construction method using the large joists 10 and joist materials 20, so that children can easily jump up and down, etc. Impact caused by
Even when plate vibration was caused by the addition of the vibration absorbing material 3, a damping effect was obtained over a wide range of frequencies around the design frequency due to the dynamic damper effect of the dynamic vibration absorbing material 3. In this case, it is possible to set the design frequency to several frequencies and apply them to one flooring material, and in the example shown in FIG. 4, the area of the spring material 4 disposed in each section S is changed. In the example shown in FIG. 4, the thickness of the floor slab 103 is 130T1m, and the thickness is 20T1m.
When replacing the open verticle board floor subboard with a board material 1.1 with a thickness of 9, the above-mentioned dynamic vibration absorbing material 3, and a floor material with a design frequency of 63 H2, the downstairs resistance to weight impact sources according to JIS △-1418 The floor collision! Sound A is 7 at 63 Hz.
d B (C), 5 dB (C) at 125 Hz, 25
A sound reduction effect of 2d B (C) was obtained at 01-1z and 500')lz. In addition, the reference numeral 30 in FIG. 4 is a layer of lining material and finishing material.

なお、動吸振材3の厚みは、区画域Sの高さ以、下の厚
みにして拘束付加賀量5をフリーな状態にしておくこと
が必要である。また、動吸振材3は、上下いずれかの板
材1に取付けても良く、図示する実施例とは反対に拘束
付加賀量5がバネ材4を介して上方から吊り下げられた
恰りYに構成しても良い。
Note that the thickness of the dynamic vibration absorbing material 3 needs to be equal to or lower than the height of the partitioned area S to keep the restraint addition amount 5 in a free state. Further, the dynamic vibration absorbing material 3 may be attached to either the upper or lower plate material 1, and contrary to the illustrated embodiment, the dynamic vibration absorbing material 3 may be attached to a Y in which the restraint addition amount 5 is suspended from above via the spring material 4. It may be configured.

さらに、第1図に示すようなパネル板1ooの替りにこ
の発明に係る床材を用いても良いし、第1図に示すユニ
ットパネル102上にこの発明に係る床材を敷き込んで
も良い。第1図に示すユニットパネル102のパネル板
1ooの替りに第1図に示す床材を使用したもの(第5
図(C)参照)と、従来のユニットパネル102と捨張
材及び仕上材の層30との間に単にフオーム材料4oを
挾んだもの(第5図(b)参照)及び第1図に示す置床
工法のもの(第5図〈a)参照)をそれぞれ床衝撃高遮
断性能で比較してみた。その結果は第6図に示す通りで
あり、この発明の実施例である第5図(C)に示すもの
が遮音等級L−51、同図(b)に示すものがし−58
、同図(a )に示ずものがL−58であった。この第
6図に示す比較データは重量衝撃源(タイヤ落下)によ
る測定データである。
Further, the flooring material according to the present invention may be used instead of the panel board 1oo shown in FIG. 1, or the flooring material according to the present invention may be laid on the unit panel 102 shown in FIG. The floor material shown in FIG. 1 is used instead of the panel board 1oo of the unit panel 102 shown in FIG.
(see Figure (C)), a conventional unit panel 102 and a layer 30 of lining material and finishing material in which a foam material 4o is simply sandwiched (see Figure 5 (b)), and a conventional unit panel 102 (see Figure 5 (b)), The floor construction method shown in Figure 5 (a)) was compared in terms of high floor impact blocking performance. The results are as shown in FIG. 6. The example of the present invention shown in FIG. 5(C) has a sound insulation grade of L-51, and the one shown in FIG.
, the one not shown in Figure (a) was L-58. The comparison data shown in FIG. 6 is data measured by a weight impact source (tire drop).

〔発明の効果〕〔Effect of the invention〕

以上説明したように、この発明によれば1.床材内部に
ダイナミックダンパー効果を有する動吸振材を設けであ
るので、その結果第6図のグラフに示すように低周波数
域での遮音性が著しく向上した。また、集合住宅、戸建
住宅等の新設、改築の如何を問わず簡便に施工に投入で
きるのみならず、現場での施工も容易かつ迅速に行える
ものである。
As explained above, according to the present invention, 1. Since a dynamic vibration absorbing material having a dynamic damper effect is provided inside the flooring material, as a result, as shown in the graph of FIG. 6, the sound insulation properties in the low frequency range are significantly improved. In addition, the present invention not only can be easily used in construction regardless of whether it is a new construction or renovation of an apartment complex or a single-family house, but also can be carried out easily and quickly on-site.

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

第1図は、従来の置床工法を示す斜視図、第2図はこの
発明の好適な実施例を示す一部破断の斜視図、第3図は
第2図■−■線断面図、第4図は大引根太工法に応用し
た一例を示す断面図、第5図<a >ないしくC)は実
験サンプルを示す正面図であり(C)がこの発明の実施
例、第6図は第5図(a >ないしくC)に示す各ナン
プルを用いて床衝撃音遮断性能を測定したグラフである
。 1・・・・・・板材、  2・・・・・・スペース材、
3・・・・・・動吸振材、4・・・・・・バネ材、5・
・・・・・拘束付加質量。 出願人 ブリデストンタイヤ株式会社 代理人 弁理士 増 1)竹 夫
Fig. 1 is a perspective view showing a conventional floor construction method, Fig. 2 is a partially cutaway perspective view showing a preferred embodiment of the present invention, Fig. 3 is a sectional view taken along the line ■-■ in Fig. 2, The figure is a sectional view showing an example of application to the Ohiki joist method, Figure 5 <a> or C) is a front view showing an experimental sample, (C) is an embodiment of the present invention, and Figure 6 is a 5 It is a graph in which the floor impact sound insulation performance was measured using each of the samples shown in Figures (A > to C). 1...Plate material, 2...Space material,
3...Dynamic vibration absorbing material, 4...Spring material, 5.
...Restricted additional mass. Applicant Brideston Tire Co., Ltd. Agent Patent Attorney Masu 1) Takeo

Claims (1)

【特許請求の範囲】[Claims] 1、複数の板材間に複数のスペース材を配置して板材と
スペース材とで囲まれた区画域を形成し、この区画域に
、軟質材料から成るバネ材及びこのバネ材の一方の片面
に貼着した鋼板等から成や拘束付加質量から構成された
動吸振材を配置し、この動吸振材のバネ材の他方の片面
のみを上下いずれかの板材に固着したことを特徴とする
遮音性床材。
1. A plurality of spacers are arranged between a plurality of plate materials to form a compartment area surrounded by the plate members and the spacer material, and a spring material made of a soft material and a spring material on one side of the spring material are placed in this compartment area. Sound insulation characterized by arranging a dynamic vibration absorbing material made of bonded steel plates, etc. or a constrained additional mass, and fixing only one side of the spring material of this dynamic vibration absorbing material to either the upper or lower plate material. flooring.
JP9548483A 1983-05-30 1983-05-30 Sound blocking floor material Granted JPS59173456A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9548483A JPS59173456A (en) 1983-05-30 1983-05-30 Sound blocking floor material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9548483A JPS59173456A (en) 1983-05-30 1983-05-30 Sound blocking floor material

Publications (2)

Publication Number Publication Date
JPS59173456A true JPS59173456A (en) 1984-10-01
JPH042751B2 JPH042751B2 (en) 1992-01-20

Family

ID=14138880

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9548483A Granted JPS59173456A (en) 1983-05-30 1983-05-30 Sound blocking floor material

Country Status (1)

Country Link
JP (1) JPS59173456A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01318657A (en) * 1988-06-20 1989-12-25 Kajima Corp Soundproof floor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01318657A (en) * 1988-06-20 1989-12-25 Kajima Corp Soundproof floor

Also Published As

Publication number Publication date
JPH042751B2 (en) 1992-01-20

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