JPH0821073A - Sound insulating floor structure - Google Patents
Sound insulating floor structureInfo
- Publication number
- JPH0821073A JPH0821073A JP6154057A JP15405794A JPH0821073A JP H0821073 A JPH0821073 A JP H0821073A JP 6154057 A JP6154057 A JP 6154057A JP 15405794 A JP15405794 A JP 15405794A JP H0821073 A JPH0821073 A JP H0821073A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- damping plate
- finishing
- damping
- soundproof
- 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.)
- Pending
Links
- 238000013016 damping Methods 0.000 claims abstract description 67
- 239000000463 material Substances 0.000 claims abstract description 35
- 230000005540 biological transmission Effects 0.000 claims abstract description 6
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 claims description 10
- 239000000843 powder Substances 0.000 claims description 7
- 239000010426 asphalt Substances 0.000 claims description 5
- 150000001875 compounds Chemical class 0.000 claims description 4
- 230000009477 glass transition Effects 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 4
- 239000005060 rubber Substances 0.000 claims description 4
- 239000002184 metal Substances 0.000 abstract description 3
- 229910052751 metal Inorganic materials 0.000 abstract description 3
- 238000005452 bending Methods 0.000 description 3
- 238000009408 flooring Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000003208 petroleum Substances 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
- Floor Finish (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、構造体の上方に複数の
床下地パネルを並設し、その複数の床下地パネルの上方
に、複数の仕上床材を並設し、前記構造体と前記仕上床
材との間に、前記仕上床材と前記構造体との間の振動伝
達を抑制する前記制振板を設けてある防音床構造に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure in which a plurality of floor base panels are arranged side by side above a structure, and a plurality of finish floor materials are arranged side by side above the plurality of floor base panels. The present invention relates to a soundproof floor structure in which the vibration damping plate that suppresses vibration transmission between the finishing floor material and the structure is provided between the finishing floor material and the finishing floor material.
【0002】[0002]
【従来の技術】従来、この種の防音床構造としては、図
6に示すように、構造体となるスラブ11上に、複数の
床支持部材12を立設状態に設け、それら複数の床支持
部材12の上に制振板4、及び、床下地パネル3を重ね
て床面方向に並設し、更に、その上に、前記複数の床下
地パネル3にまたがる状態に、捨貼ベニヤ13を設置
し、その捨貼ベニヤ13の上に、仕上床材となるフロー
リング板14を並設してあるものがあった。2. Description of the Related Art Conventionally, as a soundproof floor structure of this type, as shown in FIG. 6, a plurality of floor support members 12 are provided upright on a slab 11 which is a structure, and the plurality of floor support members 12 are supported. The damping plate 4 and the floor base panel 3 are superposed on the member 12 and arranged side by side in the floor surface direction, and further, the discarding veneer 13 is placed thereon in a state of straddling the plurality of floor base panels 3. In some cases, a flooring plate 14 serving as a finishing floor material was provided in parallel on the discarded veneer 13.
【0003】[0003]
【発明が解決しようとする課題】上述した従来の防音床
構造によれば、前記複数の床下地パネル3にまたがる状
態に設置してある捨貼ベニヤ13は、床上を例えば人が
歩くなりしてフローリング板14から床下地パネル3の
端に荷重が作用する場合に、その荷重を分担して受ける
ことで床下地パネル3の撓みを抑制し、『きしみ音』等
が発生するのを防止するために設けてあるものでる。こ
の捨貼ベニヤ13を設けないと、前記荷重がフローリン
グ板14から床下地パネル3に直接作用することにな
り、上述のように、撓みによる騒音発生のもととなる危
険性があるから、従来の防音床構造においては、この捨
貼ベニヤ13を必ず設ける必要があり、それに伴って、
捨貼ベニヤ13を設置することに係わる材料代や設置手
間等を削減することができず、コストダウンを叶え難い
という問題点があった。また、前記制振板の能力を効率
よく発揮できず、床の制振性能に、まだ改善の余地があ
るという問題点もあった。According to the conventional soundproof floor structure described above, the disposal veneer 13 installed in a state of straddling the plurality of floor base panels 3 has a flooring as a person walks on the floor. When a load is applied from the plate 14 to the edge of the floor base panel 3, the load is shared to suppress the flexure of the floor base panel 3 and to prevent "squeaking noise" and the like from occurring. It is provided. If the discarding veneer 13 is not provided, the load directly acts on the floor base panel 3 from the flooring plate 14, and as described above, there is a risk of causing noise due to bending. In the soundproof floor structure, it is necessary to provide this veneer 13 by all means.
There is a problem in that it is difficult to reduce the cost because it is not possible to reduce the material cost and the installation labor involved in installing the discarded veneer 13. Further, there is a problem that the capacity of the vibration damping plate cannot be efficiently exhibited, and there is still room for improvement in the vibration damping performance of the floor.
【0004】従って、本発明の目的は、上記欠点に鑑
み、多くの手間やコストをかけずに、防音床構造を構築
できると共に、制振性能の高い防音床構造を提供すると
ころにある。Therefore, in view of the above-mentioned drawbacks, an object of the present invention is to provide a soundproof floor structure which can construct a soundproof floor structure without much labor and cost and which has high vibration damping performance.
【0005】[0005]
【課題を解決するための手段】この目的を達成するため
の本発明の防音床構造の特徴構成は、仕上床材と前記構
造体との間の振動伝達を抑制する制振板を、構造体の上
方に並設された複数の床下地パネル上にまたがる状態に
取り付け、前記制振板上に前記仕上床材を配置してある
ところにある。To achieve this object, the soundproof floor structure of the present invention is characterized in that a vibration damping plate for suppressing vibration transmission between a finishing floor material and the structure is provided. Is installed in a state of straddling a plurality of floor base panels arranged in parallel above, and the finishing floor material is arranged on the vibration damping plate.
【0006】また、前記制振板が、ゴム、プラスチッ
ク、アスファルトの何れか一つ、又は、複数を主成分と
するコンパウンドからなり、粘弾性を備えたものである
ことが好ましく、更には、前記制振板が、その粘弾性を
ガラス転移点付近の値に設定されたものであることが好
ましい。Further, it is preferable that the vibration damping plate is made of a compound containing at least one of rubber, plastic, and asphalt as a main component, and has viscoelasticity. It is preferable that the damping plate has its viscoelasticity set to a value near the glass transition point.
【0007】また、前記制振板が、酸化鉄粉を混入させ
たものであることが好ましい。Further, it is preferable that the damping plate is a mixture of iron oxide powder.
【0008】また、前記制振板が、厚み3〜15ミリメ
ートルに設定されたものであることが好ましい。It is preferable that the damping plate has a thickness of 3 to 15 mm.
【0009】[0009]
【作用】本発明の防音床構造の特徴構成によれば、仕上
床材と前記構造体との間の振動伝達を抑制する制振板
を、構造体の上方に並設された複数の床下地パネル上に
またがる状態に取り付け、前記制振板上に前記仕上床材
を配置してあるから、複数の床下地パネル上にまたがる
状態に取り付けられた制振板によって、床面に作用する
荷重を分担して受け、床下地パネルの撓みを抑制するこ
とが可能となり、従来のように、捨貼ベニヤを設けなく
ても、『きしみ音』等が発生するのを防止することがで
きるようになる。従って、防音床としての機能を維持し
ながらも、捨貼ベニヤの設置作業を省くことができ、防
音床形成作業の効率向上、及び、コストダウンを叶える
ことが可能となる。更には、前記制振板を床下地パネル
と仕上げ床材との間に挟む状態に設置することによっ
て、制振板の両面を前記床下地パネルと仕上げ床材とに
よって拘束し、床に生じる振動を制振板へ伝達され易く
して、制振板の性能を無駄なく発揮させることが可能と
なり、防音床構造の制振性を向上させることが可能とな
る。According to the characteristic construction of the soundproof floor structure of the present invention, a plurality of floor bases arranged in parallel above the structure are provided with damping plates for suppressing vibration transmission between the finishing floor material and the structure. Since it is mounted in a state of straddling over the panel and the finishing floor material is arranged on the damping plate, the damping plate mounted in a state of straddling over a plurality of floor base panels can reduce the load acting on the floor surface. It becomes possible to share and receive and suppress the bending of the floor base panel, and it becomes possible to prevent "squeaking noise" and the like from being generated without providing a disposing veneer as in the conventional case. Therefore, while maintaining the function as a soundproof floor, it is possible to omit the installation work of the disposable veneer, and it is possible to improve the efficiency of the soundproof floor forming work and reduce the cost. Furthermore, by installing the damping plate between the floor base panel and the finishing floor material, both sides of the damping plate are constrained by the floor base panel and the finishing floor material, and vibration generated on the floor is suppressed. Is easily transmitted to the damping plate, the performance of the damping plate can be exhibited without waste, and the damping property of the soundproof floor structure can be improved.
【0010】また、前記制振板が、ゴム、プラスチッ
ク、アスファルトの何れか一つ、又は、複数を主成分と
するコンパウンドからなり、粘弾性を備えたものであれ
ば、好適に制振性能を発揮することが可能となる。Further, if the vibration damping plate is made of a compound containing one or more of rubber, plastic, and asphalt as a main component and has viscoelasticity, the vibration damping performance is preferably obtained. It is possible to demonstrate.
【0011】更には、前記制振板が、その粘弾性をガラ
ス転移点付近の値に設定されたものであれば、より好適
に制振性能を発揮することが可能となる。Furthermore, if the vibrating plate has a viscoelasticity set to a value in the vicinity of the glass transition point, the damping performance can be more suitably exhibited.
【0012】そして、前記制振板が、酸化鉄粉を混入さ
せたものであれば、制振板そのものの強度特性を向上さ
せることが可能となり、安定した状態で床面に作用する
荷重を受けることが可能となる。If the damping plate is a mixture of iron oxide powder, it becomes possible to improve the strength characteristics of the damping plate itself, and it receives a load acting on the floor surface in a stable state. It becomes possible.
【0013】また、前記制振板が、厚み3〜15ミリメ
ートルに設定されたものであれば、良好な取扱性、及
び、適度な剛性を確保することが可能となる。因に、制
振板は、床面に作用する荷重を分担して受ける必要があ
ることから、適度な剛性を備えておく必要があり、この
条件を満たすものとしては、少なくとも3ミリメートル
の厚みが必要となる。また、防音床形成作業上の制振板
の取扱性を考慮すると、軽量であることが望まれ、厚み
に換算すると15ミリメートル(重量換算では約45K
g/m2)以下が取扱性を損ない難い。If the vibration damping plate is set to have a thickness of 3 to 15 mm, it becomes possible to secure good handleability and appropriate rigidity. By the way, since the damping plate needs to share and receive the load acting on the floor surface, it needs to have appropriate rigidity. To satisfy this condition, a thickness of at least 3 mm is required. Will be needed. Also, considering the handleability of the damping plate in the work of forming a soundproof floor, it is desirable that it be lightweight, and when converted to thickness, it is 15 mm (about 45 K in weight conversion).
If it is less than g / m 2, it is difficult to impair the handling.
【0014】[0014]
【発明の効果】従って、本発明の防音床構造によれば、
制振板の性能を無駄なく発揮させることが可能となると
共に、捨貼ベニヤの設置作業を省くことができるように
なり、制振性能の向上、及び、防音床形成作業の効率・
経済性の向上を共に叶えることが可能となる。Therefore, according to the soundproof floor structure of the present invention,
It is possible to fully utilize the performance of the vibration damping plate, and it becomes possible to omit the installation work of the disposal veneer, improving the vibration damping performance and the efficiency of the soundproof floor forming work.
It is possible to achieve economic improvement together.
【0015】[0015]
【実施例】以下に本発明の実施例を図面に基づいて説明
する。尚、図面において従来例と同一の符号で表示した
部分は、同一又は相当の部分を示している。Embodiments of the present invention will be described below with reference to the drawings. In the drawings, portions denoted by the same reference numerals as those of the conventional example indicate the same or corresponding portions.
【0016】図1及び図2は、本発明の防音床構造の一
例を示すもので、構造体の一例であるコンクリートスラ
ブ1の上方に、平面的に間隔をあけて複数の床支持金具
2を立設してあり、それらの床支持金具2にわたって複
数の床下地パネル3を並設状態に配置し、ボルト止めし
てある。そして、その複数の床下地パネル3上にまたが
る状態に制振板4を並設し、更に、その上に複数の仕上
床材5を並設して防音床Fを構成してある。FIGS. 1 and 2 show an example of a soundproof floor structure of the present invention. A plurality of floor supporting metal fittings 2 are provided above a concrete slab 1 which is an example of a structure and spaced apart in a plane. A plurality of floor base panels 3 are arranged in parallel over the floor support fittings 2 and are bolted. Further, the damping plate 4 is arranged in parallel over the plurality of floor base panels 3, and further the plurality of finishing floor materials 5 are arranged in parallel on the vibration damping plate 4 to form the soundproof floor F.
【0017】前記床支持金具2は、防振部材から形成し
てある接地部2aと、複数の床下地パネル3の隣接隅部
を各別に受ける受け部2bと、受け部2bを前記接地部
2aに支持させる支持脚部2cとを設けて構成してあ
り、前記受け部2bには、複数の床下地パネル3の隣接
隅部を各別に取り付けるボルト取付部2dを設けてあ
る。The floor support fitting 2 includes a grounding portion 2a formed of a vibration isolating member, a receiving portion 2b for individually receiving adjacent corner portions of a plurality of floor base panels 3, and a receiving portion 2b for the grounding portion 2a. And a supporting leg portion 2c for supporting the same, and the receiving portion 2b is provided with a bolt mounting portion 2d for separately mounting adjacent corner portions of the plurality of floor base panels 3.
【0018】前記床下地パネル3は、パーティクルボー
ドからなり、この実施例においては、厚み25ミリメー
トルのものを用いてある。The floor base panel 3 is made of particle board, and has a thickness of 25 mm in this embodiment.
【0019】前記仕上床材5は、細幅の木質合板からな
り、この実施例においては、厚み12ミリメートルのも
のを用いてある。この仕上床材5の両側縁部には、隣接
する他の仕上床材5と嵌合自在な凸条部5aと凹溝部5
bとを、長手方向に沿って各別に設けてあり、前記制振
板4上に仕上床材5を並べて取り付ける際に、隣接する
他の仕上床材5の凸条部5a(又は凹溝部5b)に、当
該仕上床材5の凹溝部5b(又は凸条部5a)を嵌合さ
せることにより、両仕上床材5の厚み方向への相対移動
のない状態に取り付けることができるように構成してあ
る。The finishing floor material 5 is made of narrow width wood plywood, and in this embodiment, it has a thickness of 12 mm. On both side edge portions of this finishing floor material 5, a convex strip portion 5a and a concave groove portion 5 which can be fitted with another adjacent finishing floor material 5 are freely formed.
b and b are separately provided along the longitudinal direction, and when the finishing floor materials 5 are mounted side by side on the damping plate 4, the ridges 5a (or the concave groove portions 5b) of the other adjacent finishing floor materials 5 are provided. ), The concave groove portion 5b (or the convex ridge portion 5a) of the finishing floor material 5 is fitted so that both finishing floor materials 5 can be attached without relative movement in the thickness direction. There is.
【0020】前記制振板4は、アスファルトや石油系の
樹脂をベースにし、酸化鉄粉や無機系の粉体又は繊維を
混入させたもので構成してある。この制振板4は、前記
仕上床材5と前記コンクリートスラブ1との間の振動伝
達を抑制するはらたきがあると共に、仕上床材5上に作
用する荷重を分担し且つ広範囲に分散せた状態で床下地
パネル3に伝達し、前記床下地パネル3の端部に集中的
に荷重が作用してその撓みによって『きしみ音』等の騒
音が発生するのを防ぐはたらきがある。また、仕上床材
5上での歩行に伴って過度の沈み込みがあると、取付用
の釘が抜け易くなったり、歩行感を損なう等の問題が発
生する。従って、その問題発生を防止すると共に減音効
果を高める意味から、制振板4のバネ常数は、0.2〜
1.6N/m2(荷重1.8Kg/cm2、載荷時間1
分、温度22℃での圧縮変形率が0.5〜4%)に、比
重は1.8〜3.0に設定してある。そして、制振板4
は、粘弾性を備え、その粘弾性は、ガラス転移点付近の
値に設定してある。また、制振板4は、厚みを8ミリメ
ートル(3〜15ミリメートルの範囲が好ましい)に設
定してあり、幅と長さは、床下地パネル3と同じ寸法に
設定してある。そして、床下地パネル3への取り付け
は、床下地パネル3の目地部分から制振板4の目地部分
が50ミリメートル以上離れるように各制振板4を床下
地パネル3上に並べ、釘で仮止めする。その後、それら
の上に仕上床材5を配置しながら釘を配置し、その釘を
床下地パネル3まで打ち込んで、床下地パネル3に対し
て、仕上床材5、及び、制振板4を固定するものであ
る。尚、床下地パネル3に対する制振板4・仕上床材5
の取り付けは、接着剤によって接着したり、釘と接着剤
との併用による固定であってもよい。The damping plate 4 is made of asphalt or petroleum resin as a base and iron oxide powder, inorganic powder or fibers mixed therein. This damping plate 4 has a flapping that suppresses vibration transmission between the finishing floor material 5 and the concrete slab 1, and also shares the load acting on the finishing floor material 5 and spreads it over a wide range. In this state, it is transmitted to the underfloor panel 3, and a load is intensively applied to the end portion of the underfloor panel 3 to prevent noise such as "squeak noise" from being generated due to the bending. Further, if there is an excessive depression due to walking on the finishing floor material 5, problems such as easy detachment of nails for attachment and impaired walking feeling occur. Therefore, in order to prevent the problem from occurring and to enhance the noise reduction effect, the spring constant of the damping plate 4 is 0.2 to
1.6 N / m 2 (load 1.8 Kg / cm 2 , loading time 1
The compression deformation rate at a temperature of 22 ° C. is 0.5 to 4%) and the specific gravity is 1.8 to 3.0. And the damping plate 4
Has viscoelasticity, and the viscoelasticity is set to a value near the glass transition point. Further, the damping plate 4 is set to have a thickness of 8 mm (preferably in the range of 3 to 15 mm), and its width and length are set to the same dimensions as the floor base panel 3. Then, when attaching to the floor base panel 3, the respective damping plates 4 are arranged on the floor base panel 3 so that the joint portion of the vibration control plate 4 is separated from the joint portion of the floor base panel 3 by 50 mm or more, and temporarily attached with a nail. Stop. After that, nails are arranged while arranging the finishing floor material 5 on them, and the nails are driven up to the floor base panel 3, and the finishing floor material 5 and the damping plate 4 are attached to the floor base panel 3. It is something that is fixed. Damping plate 4 and finishing floor material 5 for floor base panel 3
The attachment may be performed by adhering with an adhesive or fixing with a combination of a nail and an adhesive.
【0021】次に、本実施例による防音床Fにおける床
衝撃音レベル(周波数63〜4000Hz)と、制振板
4を用いない床構造での床衝撃音レベルとの測定結果を
図3に示す。図にみられるように、本実施例の防音床構
造によれば、測定に用いた全周波数にわたって床衝撃音
レベルの低減効果が見られると共に、JIS A−14
19の床衝撃音遮音性能のL−50(足音、走り回る音
は、殆ど気にならない。)を満たすことができる。Next, FIG. 3 shows the measurement results of the floor impact sound level (frequency 63 to 4000 Hz) in the soundproof floor F according to the present embodiment and the floor impact sound level in the floor structure without the damping plate 4. . As shown in the figure, according to the soundproof floor structure of the present embodiment, the effect of reducing the floor impact sound level can be seen over all the frequencies used for the measurement, and JIS A-14
It is possible to satisfy the floor impact sound insulation performance L-50 of 19 (footsteps and running sounds are hardly noticeable).
【0022】また、図5に示すように4種類の床構造を
想定して、夫々についての制振性能を図4に示す。Further, assuming four types of floor structures as shown in FIG. 5, the damping performance for each is shown in FIG.
【0023】図5(イ)は、厚み25ミリメートルの床
下地パネル3上に、厚み5.5ミリメートルの仕上床材
5を敷設した床構造(第一構造という)である。FIG. 5A shows a floor structure (referred to as a first structure) in which a finishing floor material 5 having a thickness of 5.5 mm is laid on a floor base panel 3 having a thickness of 25 mm.
【0024】図5(ロ)は、厚み25ミリメートルの床
下地パネル3上に、厚み8ミリメートルの制振板4を敷
設した床構造(第二構造という)である。FIG. 5B shows a floor structure (referred to as a second structure) in which a vibration damping plate 4 having a thickness of 8 mm is laid on a floor base panel 3 having a thickness of 25 mm.
【0025】図5(ハ)は、本発明の一例となる防音床
構造であって、厚み25ミリメートルの床下地パネル3
上に、厚み8ミリメートルの制振板4を敷設し、その上
に、厚み12ミリメートルの仕上床材5を敷設した床構
造(第三構造という)である。FIG. 5C shows a soundproof floor structure as an example of the present invention, which is a floor base panel 3 having a thickness of 25 mm.
This is a floor structure (referred to as a third structure) in which a damping plate 4 having a thickness of 8 mm is laid on the top and a finishing floor material 5 having a thickness of 12 mm is laid on the damping plate 4.
【0026】図5(ニ)は、厚み8ミリメートルの制振
板4上に、厚み25ミリメートルの床下地パネル3を敷
設し、その上に、厚み12ミリメートルの仕上床材5を
敷設した床構造(第四構造という)である。FIG. 5D shows a floor structure in which a floor base panel 3 having a thickness of 25 mm is laid on a vibration damping plate 4 having a thickness of 8 mm, and a finishing floor material 5 having a thickness of 12 mm is laid thereon. (It is called the fourth structure).
【0027】図4は、図5の各床構造における制振性能
として、損失係数を示すもので、振動周波数は、172
Hz・991Hz・2480Hzの三通りである。この
結果から、制振板を用いる床構造においては、制振板の
両面を板体で挟まれた状態で且つできるだけ加振動側に
制振板が配置してある前記第三構造(本発明の一例の防
音床構造)が、他の床構造に比べて、より高い制振性能
が確保されているのが読み取れる。FIG. 4 shows the loss coefficient as the damping performance in each floor structure of FIG. 5, and the vibration frequency is 172.
There are three types: Hz, 991 Hz and 2480 Hz. From this result, in the floor structure using the vibration damping plate, the third structure in which both sides of the vibration damping plate are sandwiched between the plate bodies and the vibration damping plate is arranged as close to the vibration side as possible (of the present invention) It can be seen that the sound damping floor structure of one example) has a higher vibration damping performance than the other floor structures.
【0028】〔別実施例〕以下に別実施例を説明する。[Other Embodiment] Another embodiment will be described below.
【0029】前記制振板4は、先の実施例で説明したア
スファルトや石油系の樹脂をベースにし、酸化鉄粉や無
機系の粉体又は繊維を混入させて構成されたものに限る
ものではなく、例えば、ゴム、プラスチックの何れか一
つ、又は、複数を主成分とするコンパウンドで構成し、
粘弾性を備えさせてあるものであってもよい。The damping plate 4 is not limited to the one made of the asphalt or petroleum-based resin described in the previous embodiment and mixed with iron oxide powder or inorganic powder or fiber. Instead, for example, one of rubber, plastic, or a compound containing a plurality of main components,
It may be provided with viscoelasticity.
【0030】尚、特許請求の範囲の項に、図面との対照
を便利にするために符号を記すが、該記入により本発明
は添付図面の構成に限定されるものではない。It should be noted that reference numerals are added to the claims for convenience of comparison with the drawings, but the present invention is not limited to the configurations of the accompanying drawings by the entry.
【図1】実施例の防音床構造を示す斜視図FIG. 1 is a perspective view showing a soundproof floor structure of an embodiment.
【図2】実施例の防音床構造を示す断面図FIG. 2 is a cross-sectional view showing the soundproof floor structure of the embodiment.
【図3】実施例の防音床構造での床衝撃音レベルの測定
結果を示す図FIG. 3 is a diagram showing measurement results of floor impact sound level in the soundproof floor structure of the example.
【図4】図5の各床構造における制振性能を示す図FIG. 4 is a diagram showing damping performance in each floor structure of FIG.
【図5】床構造を示す断面図FIG. 5 is a sectional view showing a floor structure.
【図6】従来例の防音床構造を示す断面図FIG. 6 is a cross-sectional view showing a conventional soundproof floor structure.
1 構造体 3 床下地パネル 4 制振板 5 仕上床板 1 structure 3 floor base panel 4 damping plate 5 finishing floor plate
Claims (5)
ル(3)を並設し、その複数の床下地パネル(3)の上
方に、複数の仕上床材(5)を並設し、前記構造体
(1)と前記仕上床材(5)との間に、前記仕上床材
(5)と前記構造体(1)との間の振動伝達を抑制する
制振板(4)を設けてある防音床構造であって、 前記制振板(4)を、前記複数の床下地パネル(3)上
にまたがる状態に取り付け、前記制振板(4)上に前記
仕上床材(5)を配置してある防音床構造。1. A plurality of floor base panels (3) are arranged side by side above a structure (1), and a plurality of finishing floor materials (5) are arranged side by side above the plurality of floor base panels (3). Then, a damping plate (4) for suppressing vibration transmission between the finishing floor material (5) and the structure (1) between the structure (1) and the finishing floor material (5). A soundproof floor structure in which the vibration damping plate (4) is mounted so as to extend over the plurality of floor base panels (3), and the finishing floor material ( Soundproof floor structure with 5).
ク、アスファルトの何れか一つ、又は、複数を主成分と
するコンパウンドからなり、粘弾性を備えたものである
請求項1に記載の防音床構造。2. The vibrating plate (4) is made of a compound containing at least one of rubber, plastic, and asphalt as a main component, and has viscoelasticity. Soundproof floor structure.
ス転移点付近の値に設定されたものである請求項2に記
載の防音床構造。3. The soundproof floor structure according to claim 2, wherein the damping plate (4) has its viscoelasticity set to a value near the glass transition point.
せたものである請求項1〜3の何れかに記載の防音床構
造。4. The soundproof floor structure according to claim 1, wherein the vibration damping plate (4) is mixed with iron oxide powder.
メートルに設定されたものである請求項1〜4の何れか
に記載の防音床構造。5. The soundproof floor structure according to claim 1, wherein the damping plate (4) has a thickness of 3 to 15 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6154057A JPH0821073A (en) | 1994-07-06 | 1994-07-06 | Sound insulating floor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6154057A JPH0821073A (en) | 1994-07-06 | 1994-07-06 | Sound insulating floor structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0821073A true JPH0821073A (en) | 1996-01-23 |
Family
ID=15575974
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6154057A Pending JPH0821073A (en) | 1994-07-06 | 1994-07-06 | Sound insulating floor structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0821073A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002371703A (en) * | 2001-06-15 | 2002-12-26 | Cci Corp | Floor structure |
| CN103452197A (en) * | 2013-03-07 | 2013-12-18 | 中国建筑第四工程局有限公司 | Sound-insulating floating floor surface structure and construction method thereof |
| WO2014199964A1 (en) * | 2013-06-14 | 2014-12-18 | 積水ハウス株式会社 | Sound-insulating floor structure |
| WO2025210749A1 (en) * | 2024-04-02 | 2025-10-09 | 日新工業株式会社 | Floor construction method for floating floor |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6241862A (en) * | 1985-08-19 | 1987-02-23 | 株式会社クラレ | Floor structure having vibration-proof and sound-proof properties |
| JPS62258054A (en) * | 1986-04-30 | 1987-11-10 | 株式会社ブリヂストン | Movable tokonoma structure |
| JPS6490360A (en) * | 1987-08-21 | 1989-04-06 | Oshika Shinko Co | Soundproof floor material |
| JPH0485453A (en) * | 1990-07-26 | 1992-03-18 | Bridgestone Corp | Soundproof floor structure |
-
1994
- 1994-07-06 JP JP6154057A patent/JPH0821073A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6241862A (en) * | 1985-08-19 | 1987-02-23 | 株式会社クラレ | Floor structure having vibration-proof and sound-proof properties |
| JPS62258054A (en) * | 1986-04-30 | 1987-11-10 | 株式会社ブリヂストン | Movable tokonoma structure |
| JPS6490360A (en) * | 1987-08-21 | 1989-04-06 | Oshika Shinko Co | Soundproof floor material |
| JPH0485453A (en) * | 1990-07-26 | 1992-03-18 | Bridgestone Corp | Soundproof floor structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002371703A (en) * | 2001-06-15 | 2002-12-26 | Cci Corp | Floor structure |
| CN103452197A (en) * | 2013-03-07 | 2013-12-18 | 中国建筑第四工程局有限公司 | Sound-insulating floating floor surface structure and construction method thereof |
| WO2014199964A1 (en) * | 2013-06-14 | 2014-12-18 | 積水ハウス株式会社 | Sound-insulating floor structure |
| CN105283615A (en) * | 2013-06-14 | 2016-01-27 | 积水住宅株式会社 | Sound-insulating floor structure |
| WO2025210749A1 (en) * | 2024-04-02 | 2025-10-09 | 日新工業株式会社 | Floor construction method for floating floor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP4413344B2 (en) | Soundproof floor structure | |
| JP4302052B2 (en) | Beam structure and soundproof material for beams | |
| JP3365277B2 (en) | Floor structure | |
| JPH0565669B2 (en) | ||
| JP3093153B2 (en) | Double floor structure | |
| JP2009030249A (en) | Building floor structure | |
| JP2013204313A (en) | Sound insulation floor structure | |
| JPH08254001A (en) | Floor material | |
| JP7496580B2 (en) | Floor structure and floor panel used in said floor structure | |
| JP2016033298A (en) | Floor structure and floor panel | |
| JP7750512B2 (en) | Floor underlayment | |
| JP7729174B2 (en) | floor structure | |
| AU4986993A (en) | Method and apparatus for improving sound insulation | |
| JP4234292B2 (en) | Building unit | |
| JPH09287228A (en) | Floor board | |
| JPH0551745B2 (en) | ||
| JP2004132055A (en) | Soundproof floor structure | |
| JPH0420084Y2 (en) | ||
| JP2000064580A (en) | Soundproof flooring | |
| JP2004256989A (en) | Support leg structure of double floor | |
| JP2022144516A (en) | Vibration proof floor structure | |
| JP2003074141A (en) | Floor construction and manufacturing method for floor panel used therefor | |
| JP4121303B2 (en) | Floor structure and skirting board used for floor structure | |
| JPH1193380A (en) | Floor structure | |
| JP2023175573A (en) | Dry double-floor structure, floor panel, and supporting leg |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20000608 |