JPH0553911B2 - - Google Patents
Info
- Publication number
- JPH0553911B2 JPH0553911B2 JP29852387A JP29852387A JPH0553911B2 JP H0553911 B2 JPH0553911 B2 JP H0553911B2 JP 29852387 A JP29852387 A JP 29852387A JP 29852387 A JP29852387 A JP 29852387A JP H0553911 B2 JPH0553911 B2 JP H0553911B2
- Authority
- JP
- Japan
- Prior art keywords
- floor
- box
- slab
- granular
- floor structure
- 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
Links
- 239000000463 material Substances 0.000 claims description 22
- 239000008187 granular material Substances 0.000 claims description 13
- 238000009408 flooring Methods 0.000 claims description 5
- 239000013013 elastic material Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 description 15
- 229920003023 plastic Polymers 0.000 description 15
- 238000007667 floating Methods 0.000 description 5
- 230000002238 attenuated effect Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000009413 insulation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 230000001133 acceleration Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 239000011324 bead Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005284 excitation Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011236 particulate material Substances 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Landscapes
- Floor Finish (AREA)
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 noise 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 we are struggling to find countermeasures.
従来、このような床衝撃音を遮音する方法とし
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や、上床
に合板などを用いた乾式浮き床構造にしたり、あ
るいはまた、ゴム座付の支持脚を使つた二重床に
するなどの方法がよく用いられている。 Conventionally, methods for insulating 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 using a dry floating floor structure where the upper floor is made of plywood, etc. Also, methods such as creating a double floor using support legs with rubber seats are often 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 the 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、乾式浮き床構造や二重床構造は上床が軽
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、床構造の固有振動数を低
くすることが困難などの理由で、低周波数の遮断
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, dry floating floor structures and double floor structures have a lightweight upper floor and are easy to construct, which compensates for the above drawbacks, but there are other reasons such as difficulty in lowering the natural frequency of the floor structure. However, the low frequency blocking performance is poor, and the overall soundproofing performance is poor.
そこで、本発明の目的は、特に低い周波数域に
ある振動に対する遮断性を向上させることによつ
て、あらゆる周波数域の床衝撃音に対処できる床
構造を簡単に、しかも安価に提供することにあ
る。 SUMMARY OF THE INVENTION Therefore, an object of the present invention is to simply and inexpensively provide a floor structure that can cope with floor impact noise in all frequency ranges by improving its isolation against vibrations, especially in low frequency ranges. .
<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、スラブと床材との間に、弾性体で形成した側
壁を有し内部に粒状物質を充填した箱体と、一端
に設けたフランジ部によつて上記粒状物質を押圧
する支持部材とを配置し、上記床材を支持部材と
粒状物質によつて支持するようにしたことを特徴
としている。<Means for Solving the Problems> In order to achieve the above object, the floor structure of the present invention includes a box between a slab and a flooring material, which has a side wall formed of an elastic material and whose inside is filled with granular material. The present invention is characterized in that a support member that presses the granular material with a flange portion provided at one end is disposed, and the flooring material is supported by the support member and the granular material.
<作用>
床仕上げ材表面に衝撃を加えると、床仕上げ材
に振動が生じる。この振動は下地材、支持部材を
通して、箱体内の粒状物質に伝達される。このた
め、粒状物質は振動し、粒状物質相互間に摩擦が
生じ、振動エネルギーを吸収する。特に低周波の
振動を効果的に吸収できることになり、振動のエ
ネルギーが大幅に吸収される。さらに、上記箱体
は、側壁が弾性体で形成されているので、粒状物
質の振動に呼応して水平方向に振動する。すなわ
ち、上下振動の一部を水平振動に変換したことに
なる。したがつて、スラブに伝達される振動は全
周波数域において大きく減衰し、スラブから階下
の室へは音は殆ど放射されず、極めて高い遮音効
果を発揮する。<Function> When an impact is applied to the surface of the floor finishing material, vibrations occur in the floor finishing material. This vibration is transmitted to the granular material inside the box through the base material and the support member. Therefore, the granular material vibrates, causing friction between the granular materials and absorbing vibrational energy. In particular, low frequency vibrations can be effectively absorbed, and vibration energy can be absorbed to a large extent. Furthermore, since the side wall of the box is made of an elastic material, it vibrates in the horizontal direction in response to the vibration of the granular material. In other words, part of the vertical vibration is converted into horizontal vibration. Therefore, the vibrations transmitted to the slab are greatly attenuated in all frequency ranges, and almost no sound is radiated from the slab to the rooms downstairs, providing an extremely high sound insulation effect.
<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は円筒状の側壁2
aと底板2bを有し、内部に粒状プラスチツク
3,3、…を充填したゴム製箱体、5は上記粒状
プラスチツク3,3、…を押圧する側の端部に直
径が上記箱体2の内径より少し小さいフランジ部
6が、他端部に雄ネジ部8が形成された金属製の
支持部材、7は雄ネジ部8に螺合した円板状のナ
ツト、10は厚さ方向に貫通し上記支持部材5の
雄ネジ8部の端部が挿入されるための複数の孔1
1を有し、ナツト7で支持され、木材等で形成し
た下地材、12は下地材10に貼付した仕上げ材
である。上記下地材10はナツト7と支持部材5
と上記粒状プラスチツク3,3、…によつてスラ
ブ1上に支持されている。下地材10の支持高さ
は上記ナツト7を調節することによつて調整され
る。また、上記箱体2の側壁2aの上端には、支
持部材5が挿通する穴を有する円形のゴム製蓋材
14を取り付けて、このゴム製蓋材14と底板2
bによつて側壁2aの復元力を強くしている。ま
た、箱体2の底板2bをクツシヨン材にすると、
衝撃力を緩衝できる。 FIG. 1 is a sectional view of a floor structure showing a first embodiment of the present invention, where 1 is a slab and 2 is a cylindrical side wall 2.
a and a bottom plate 2b, and the inside thereof is filled with granular plastics 3, 3, ..., and 5 is a rubber box with a diameter of that of the box 2 at the end on the side that presses the granular plastics 3, 3, . A flange portion 6 slightly smaller than the inner diameter is a metal support member with a male screw portion 8 formed at the other end, 7 is a disc-shaped nut screwed into the male screw portion 8, and 10 is a metal support member that penetrates in the thickness direction. and a plurality of holes 1 into which the ends of the male threads 8 of the support member 5 are inserted.
1 is a base material supported by a nut 7 and made of wood or the like, and 12 is a finishing material affixed to the base material 10. The base material 10 includes a nut 7 and a support member 5.
and supported on the slab 1 by the granular plastics 3, 3, . . . . The supporting height of the base material 10 is adjusted by adjusting the nut 7 mentioned above. Further, a circular rubber cover 14 having a hole through which the support member 5 is inserted is attached to the upper end of the side wall 2a of the box 2, and the rubber cover 14 and the bottom plate 2
b strengthens the restoring force of the side wall 2a. Also, if the bottom plate 2b of the box body 2 is made of cushion material,
Can buffer impact force.
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、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, the following actions occur to prevent the vibrations from being transmitted to the slab and to prevent the generation of sound downstairs.
まず、仕上げ材12に振動が伝わると、その振
動は下地材10へ伝わる。次いで、振動はナツト
7、支持部材5のフランジ部6へ、続いて、フラ
ンジ部6に押圧されている粒状プラスチツク3,
3、…に伝わる。振動のエネルギーを与えられた
プラスチツクの粒3,3、…は振動するので、粒
状プラスチツク相互間に摩擦が生じ、振動エネル
ギーの一部を吸収する。さらに、粒状プラスチツ
ク3,3、…の振動により、ゴム製箱体2の側壁
2aは変形し、この変形に応じて粒状プラスチツ
ク3,3、…が振動する。プラスチツクの振動
は、ゴム製箱体2の変形後の復元力によつて繰り
返されるため、振動エネルギーの大部分は粒状プ
ラスチツク3,3…の摩擦およびゴム製箱体2の
内部摩擦による熱エネルギーとして吸収されて減
衰してしまい、箱体2の底面からスラブ1に伝達
される振動は微小なものとなる。また、箱体2の
側壁2aが変形することによつて、上下方向に加
えられた振動の一部が水平方向に振動に変換され
ることになるので、スラブ1に伝達される振動を
減ずることができる。したがつて、スラブ1から
階下の室へは音は殆ど放射されず、この床構造は
極めて高い遮音効果を発揮する。 First, when vibration is transmitted to the finishing material 12, the vibration is transmitted to the base material 10. The vibrations are then applied to the nut 7, to the flange 6 of the support member 5, and subsequently to the granular plastic 3, which is pressed against the flange 6.
3. It is transmitted to... The plastic grains 3, 3, . . . that have been given vibrational energy vibrate, causing friction between the plastic grains and absorbing a portion of the vibrational energy. Furthermore, the side wall 2a of the rubber box 2 is deformed by the vibration of the granular plastics 3, 3, . . . , and the granular plastics 3, 3, . . . vibrate in accordance with this deformation. The vibration of the plastic is repeated by the restoring force after the rubber box 2 is deformed, so most of the vibration energy is converted into thermal energy due to the friction between the granular plastics 3, 3... and the internal friction of the rubber box 2. The vibration is absorbed and attenuated, and the vibration transmitted from the bottom of the box 2 to the slab 1 becomes minute. Furthermore, by deforming the side wall 2a of the box body 2, a portion of the vibration applied in the vertical direction is converted into vibration in the horizontal direction, so that the vibration transmitted to the slab 1 can be reduced. I can do it. Therefore, almost no sound is radiated from the slab 1 to the rooms below, and this floor structure exhibits an extremely high sound insulation effect.
本実施例の床構造と従来の床構造を用いてスラ
ブ中央に伝わる振動を調べる実験を行つた。実験
条件は、本実施例の場合、ゴム製箱体2は、側壁
の内径50mm、高さ50mm、厚さ10mm、硬度60°で、
箱体内に充填した粒状プラスチツク3の直径は
2.0mmであつた。また従来の床構造として、単に
スラブだけのものを用いた。また、ソフトボール
を1.5mの高さから自由落下させて加振源となし
た。 An experiment was conducted to examine the vibration transmitted to the center of the slab using the floor structure of this example and a conventional floor structure. In the case of this example, the experimental conditions are that the rubber box 2 has an inner diameter of the side wall of 50 mm, a height of 50 mm, a thickness of 10 mm, and a hardness of 60°.
The diameter of the granular plastic 3 filled in the box is
It was 2.0mm. In addition, as a conventional floor structure, only a slab was used. In addition, a softball was allowed to fall freely from a height of 1.5 m and was used as an excitation source.
第2図に実験データを示す。実線で示したもの
は本実施例の床構造、破線で示したものは従来の
床構造に係るものである。この実験データからも
明らかなように、従来の床構造は、特に63Hzを中
心とする周波数域の相対加速度レベルが略−
15dBであり、極低周波数域の振動の遮断性能が
悪い。これに対して、本実施例の床構造は、いず
れのオクターブバンド中心周波数に対しても相対
加速度レベルは−20dB未満でほぼ一定であり、
あらゆる周波数域の床衝撃音に対しての遮断性の
良さを実証している。 Figure 2 shows the experimental data. The solid line indicates the floor structure of this embodiment, and the broken line indicates the conventional floor structure. As is clear from this experimental data, the relative acceleration level of the conventional floor structure, especially in the frequency range centered around 63Hz, is approximately -
15dB, which is poor at blocking vibrations in the extremely low frequency range. On the other hand, in the floor structure of this example, the relative acceleration level is almost constant at less than -20 dB for any octave band center frequency,
It has been proven to have good isolation against floor impact noise in all frequency ranges.
このように、本実施例によれば、ゴム製箱体2
の弾性によつて、このゴム製箱体2内に充填した
粒状プラスチツク3,3、…が繰り返し移動する
際に生じる摩擦によつて、上の階で発生した音の
振動のエネルギーを熱エネルギーとして大きく吸
収するので、上記実験データによつても実証され
たように、スラブに伝わる振動はどの周波数域の
ものでも大きく減衰し、したがつてスラブから階
下の室へ放射される音の量は少なくなる。また、
本実施例によれば、ゴム製箱体2の側壁2aの上
部にはゴム製蓋材14を取り付けて変形後の復元
力を強めているので、粒状プラスチツク3,3、
…の移動の繰り返しが確保されるという利点があ
る。 In this way, according to this embodiment, the rubber box body 2
Due to the elasticity of the rubber box 2, the friction generated when the granular plastics 3, 3, ... filled in the rubber box 2 repeatedly move, converts the energy of sound vibrations generated on the upper floor into thermal energy. As demonstrated by the above experimental data, vibrations transmitted to the slab are greatly attenuated in all frequency ranges, and therefore the amount of sound radiated from the slab to the rooms downstairs is small. Become. Also,
According to this embodiment, the rubber lid member 14 is attached to the upper part of the side wall 2a of the rubber box body 2 to strengthen the restoring force after deformation.
There is an advantage that repetition of the movement of ... is ensured.
また、本実施例の床構造は、従来のようにスラ
ブを厚くする必要がなく、単にゴム製箱体の中に
粒状プラスチツクを充填するだけの簡単な構造で
あるので、安価に提供できるものであり、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, the floor structure of this embodiment does not require thick slabs as in the past, and has a simple structure of simply filling granular plastic in a rubber box, so it can be provided at low cost. Moreover, since there are no problems such as curing of the buffer layer, it can be easily assembled.
上記実施例ではゴム製箱体1の側壁2aは円筒
形状としたが、角筒形状であつてもよい。 In the above embodiment, the side wall 2a of the rubber box 1 has a cylindrical shape, but it may have a rectangular cylindrical shape.
箱体2内に充填する粒状物質として粒状プラス
チツクを用いたが、砂や細かい石、あるいはビー
ズ等であつてもよく、要は、摩擦を生じ、箱体2
の変形に応じて移動可能な物質であればよい。 Although granular plastic was used as the granular material to be filled in the box 2, it may also be sand, fine stones, beads, etc. In short, it causes friction and the box 2
Any substance can be used as long as it can move according to the deformation of the material.
第3図は箱体の変形例を示したもので床材側か
ら見た変形例の図である。上記実施例では箱体2
は互いに独立したものであつたが、この変形例
は、木材等で形成した長方形の箱体20の中に複
数の仕切り21をゴム材で一定間隔に形成したも
のである。この箱体20は図1に示した床構造に
おいて、箱体2以外の構成はそのままに、箱体2
に代えて使用される。この場合、箱体20の側壁
20aがゴム製仕切り21の復元力を強める働き
もするので、上記実施例の場合のように、別体の
蓋材14を設ける必要がなくなる。また、仕切り
21が一定間隔で形成されているので、粒状物質
を充填した部分の位置決めが容易に行えるという
利点もある。 FIG. 3 shows a modification of the box body, and is a diagram of the modification seen from the floor material side. In the above embodiment, the box body 2
were independent from each other, but in this modification, a plurality of partitions 21 are formed of rubber material at regular intervals in a rectangular box 20 made of wood or the like. This box body 20 has the structure other than the box body 2 as it is in the floor structure shown in FIG.
used in place of. In this case, since the side wall 20a of the box body 20 also serves to strengthen the restoring force of the rubber partition 21, there is no need to provide a separate lid member 14 as in the above embodiment. Furthermore, since the partitions 21 are formed at regular intervals, there is an advantage that the part filled with particulate material can be easily positioned.
<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、床の上面で発生した振動は床材および支持
部材を介して、弾性体で形成した側壁を有する箱
体内に充填された粒状物質に伝わり、この粒状物
質が箱体の側壁の弾性によつて振動するため、振
動の際に生じる摩擦によつて振動のエネルギーは
熱エネルギーとして大幅に吸収されてしまい、ま
た、上下方向の振動の一部は粒状物質と箱体の側
壁によつて水平方向の振動に変換され、振動はあ
らゆる周波数域において大きく減衰し、スラブに
は殆ど伝達されない。したがつて、スラブから階
下の室へは音は殆ど放射されず、極めて高い遮音
効果を発揮できる。<Effects of the Invention> As is clear from the above, according to the floor structure of the present invention, vibrations generated on the upper surface of the floor are transmitted through the flooring material and the supporting member into the box body having the side walls formed of an elastic body. This granular material vibrates due to the elasticity of the side walls of the box, and the vibration energy is largely absorbed as thermal energy due to the friction generated during vibration. Some of the directional vibrations are converted into horizontal vibrations by the granular material and the side walls of the box, and the vibrations are greatly attenuated in all frequency ranges and are hardly transmitted to the slab. Therefore, almost no sound is radiated from the slab to the rooms downstairs, and an extremely high sound insulation effect can be achieved.
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 can be assembled easily at low cost and without problems such as curing of the buffer layer.
第1図は本発明の一実施例に係る床構造を示す
図、第2図は実験データを示す図、第3図は上記
実施例の箱体の変形例を床材側から見た平面図で
ある。
1……スラブ、2……ゴム製箱体、3……粒状
プラスチツク、5……支持部材、6……フランジ
部、10……床下地材、12……仕上げ材。
Fig. 1 is a diagram showing a floor structure according to an embodiment of the present invention, Fig. 2 is a diagram showing experimental data, and Fig. 3 is a plan view of a modified example of the box of the above embodiment as seen from the floor material side. It is. DESCRIPTION OF SYMBOLS 1... Slab, 2... Rubber box, 3... Granular plastic, 5... Supporting member, 6... Flange portion, 10... Floor base material, 12... Finishing material.
Claims (1)
壁を有し内部に粒状物質を充填した箱体と、一端
に設けたフランジ部によつて上記粒状物質を押圧
する支持部材とを配置し、上記床材を支持部材と
粒状物質によつて支持するようにした床構造。1. A box body having a side wall made of an elastic material and filled with granular material, and a support member that presses the granular material with a flange provided at one end are arranged between the slab and the flooring material. and a floor structure in which the above-mentioned flooring material is supported by a support member and a granular material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29852387A JPH01142172A (en) | 1987-11-26 | 1987-11-26 | Floor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29852387A JPH01142172A (en) | 1987-11-26 | 1987-11-26 | Floor structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01142172A JPH01142172A (en) | 1989-06-05 |
| JPH0553911B2 true JPH0553911B2 (en) | 1993-08-11 |
Family
ID=17860831
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP29852387A Granted JPH01142172A (en) | 1987-11-26 | 1987-11-26 | Floor structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01142172A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017110485A (en) * | 2015-12-10 | 2017-06-22 | 清水建設株式会社 | Refractory coating structure of steel beam and refractory coating method of steel beam |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0738407U (en) * | 1993-12-27 | 1995-07-14 | 公利 藤原 | Floor structure |
| CN108431344B (en) * | 2015-12-31 | 2020-08-21 | 朴钟洙 | Impact and noise attenuation device, method of manufacturing the same, and floating floor structure |
-
1987
- 1987-11-26 JP JP29852387A patent/JPH01142172A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017110485A (en) * | 2015-12-10 | 2017-06-22 | 清水建設株式会社 | Refractory coating structure of steel beam and refractory coating method of steel beam |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01142172A (en) | 1989-06-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5290973A (en) | Acoustic damping device | |
| KR20160104507A (en) | Noise Prevention Materials | |
| JPS58501080A (en) | Improvements in structural vibration damping | |
| JPH0340774B2 (en) | ||
| JP3607593B2 (en) | Partition wall structure | |
| JPH0553911B2 (en) | ||
| JP2006070494A (en) | Floor structure | |
| JP3503802B2 (en) | Noise barrier | |
| JPS6319446Y2 (en) | ||
| JP2874352B2 (en) | Sound insulation panel | |
| KR102557477B1 (en) | structure for reducing interlayer noise and construction method of building floor | |
| JPS628265Y2 (en) | ||
| JPH0335532B2 (en) | ||
| JPH046834B2 (en) | ||
| JP2799869B2 (en) | Shock absorbing support device | |
| KR20160104510A (en) | Noise Prevention Member | |
| JPS61277741A (en) | Building panel | |
| JPH0122851Y2 (en) | ||
| JPS5855415Y2 (en) | Piano Saichidai | |
| JPS61276857A (en) | Vibration-proof material | |
| JPH0318179Y2 (en) | ||
| JPS62185958A (en) | Shock absorbing panel | |
| JPH068584U (en) | Cushioning member in floor support structure | |
| JP2001012543A (en) | Sheet-shaped vibration damping material and vibration damping panel | |
| JPS6222591Y2 (en) |