JPH0243460A - Floor structure - Google Patents

Floor structure

Info

Publication number
JPH0243460A
JPH0243460A JP19308188A JP19308188A JPH0243460A JP H0243460 A JPH0243460 A JP H0243460A JP 19308188 A JP19308188 A JP 19308188A JP 19308188 A JP19308188 A JP 19308188A JP H0243460 A JPH0243460 A JP H0243460A
Authority
JP
Japan
Prior art keywords
floor
floor panel
cushioning material
air
buffering material
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
Application number
JP19308188A
Other languages
Japanese (ja)
Inventor
Toshio Ishihara
石原 敏夫
Hidehiko Fujimori
藤森 英彦
Hiroshi Kawai
洋 川井
Minoru Yamaguchi
稔 山口
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Daiken Trade and Industry Co Ltd
Original Assignee
Daiken Trade and Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Daiken Trade and Industry Co Ltd filed Critical Daiken Trade and Industry Co Ltd
Priority to JP19308188A priority Critical patent/JPH0243460A/en
Publication of JPH0243460A publication Critical patent/JPH0243460A/en
Pending legal-status Critical Current

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  • Floor Finish (AREA)

Abstract

PURPOSE:To improve a sound insulating effect without deteriorating a shock- sound absorbing force despite long time use by using a floor panel made of a porous board and ensuring the escaping place of air contained in a buffering material which is in contact with the bottom face of a floor finish material, on the lower portion of the buffering material. CONSTITUTION:A floor panel material 3 on which gas-permeating ports 31 passing through in a vertical direction are dispersedly provided all over is placed on a floor backing 1 via floor joists 2A, etc., and a floor finish material 5 is placed thereon via a buffering material 4 of a fibrous buffering material containing air or a continuous foam type foamed synthetic rein buffering material, etc. As an impact force is applied to the top of the floor finish material 5, the buffering material 4 is compressed discharging air therein downward through the gas-permeating ports 31 of the panel material 3 to reduce a floor shock sound. Also, air in the buffering material 4 always flows to prevent the stagnation of humidity, thereby preventing the deterioration of the restoring force caused by humidity of the buffering material 4.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は防音性を備えた床構造に関し、特に集合住宅等
における上階床での床衝撃音が階下へ伝わるのを軽減さ
せる床構造に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a floor structure with soundproofing properties, and particularly relates to a floor structure that reduces the transmission of floor impact noise from upper floors of apartment buildings to lower floors. .

(従来の技術) 前記の床構造としては種々知られており、その−例とし
て第7図に示すような、コンクリートスラブよりなる上
階床の床下地a上にグラスウールマット等よりなる緩衝
材すを敷設し、この緩衝材すの上面に根太C及び捨て貼
り用合板dを介在させて床仕上げ材eを施した浮床構造
がある。この浮床構造は床仕上げ材eに加わった衝撃力
が捨て貼り用合板d及び根太Cを介して床下地aに伝わ
る際に緩衝材すによって衝撃力を吸収し、これにより階
下への床衝撃音の伝播の軽減を図るものである。
(Prior Art) Various types of floor structures are known, such as the one shown in FIG. There is a floating floor structure in which floor finishing material e is applied on the upper surface of the cushioning material with floor joists C and plywood d for temporary pasting interposed therebetween. In this floating floor structure, when the impact force applied to the floor finishing material e is transmitted to the subfloor a through the plywood d and the joists C, the impact force is absorbed by the cushioning material S, thereby reducing floor impact noise to the downstairs. The aim is to reduce the spread of

ところが、この浮床構造においては、床仕上げ材e及び
捨て貼り用合板dに対しては衝撃力を吸収する処置がな
されていないので、床仕上げ材e及び捨て貼り用合板d
は衝撃力を受けた際に振動し易いと共に振動が長く続き
易いという間層がある。そのためにこの浮床構造を一般
的な150*@厚さのコンクリート床スラブ上に使用し
て床衝撃音レベルを測定すると、JI−A−1419に
規定される床衝撃音レベルにおいて軽量床衝撃音でL−
55、重量床衝撃音でL−60という性能しか得られず
、床衝撃音があまり気にならないようなレベル、すなわ
ち、軽量床衝撃音でL−50以下、重量床衝撃音でL−
55以下の性能まで衝撃音を低減させることは困難であ
った。
However, in this floating floor structure, the floor finishing material e and the disposable plywood d are not treated to absorb impact forces, so the floor finishing material e and the disposable plywood d
It is easy to vibrate when subjected to impact force, and the vibration tends to continue for a long time. Therefore, when this floating floor structure is used on a typical 150*@thick concrete floor slab and the floor impact sound level is measured, it is found that at the floor impact sound level specified in JI-A-1419, the light floor impact sound is L-
55. The performance is only L-60 for heavy floor impact sound, and the floor impact sound is at a level where it is not very noticeable, that is, L-50 or less for light floor impact sound, and L- for heavy floor impact sound.
It was difficult to reduce impact noise to a performance of 55 or less.

また、床仕上げ材eに加わる床面撃力を直接吸収するた
めに、第8図に示すように床仕上げ材eの下面全面に発
泡体や繊維マット等よりなる緩衝材すを貼着しておき、
これらを床下地aの上に直接接着施工により敷設した直
貼り床材による防音床構造も提案されている。
In addition, in order to directly absorb the floor impact force applied to the floor finishing material e, a cushioning material made of foam, fiber mat, etc. is attached to the entire bottom surface of the floor finishing material e, as shown in Figure 8. Ok,
A soundproof floor structure using directly bonded flooring materials has also been proposed, in which these materials are directly bonded onto the subfloor a.

ところが、この床構造においては、緩衝材すが床下地a
と床仕上げ材eとの間に挾み込まれているので、床仕上
げ材eに衝撃力が加わると緩衝材す中の空気の逃げ場が
ない。そのために、床仕上げ材eが大きく沈み込むよう
な重量法衝撃力が加わった場合には、緩衝材すの内部の
空気が急激に圧縮されて内部空気圧が上昇するため緩衝
材すがスムーズに圧縮変形せず、床の衝撃力を殆どその
まま伝達してしまうという問題がある。従ってこの床仕
上げ材e単独ではもちろんこの床仕上げ材eを、上記浮
床構造と組合わせても床仕上げ材eと捨貼り合板dとの
間で空気圧が上昇して捨貼り合板dの振動が止らず重量
法衝撃力に対する防音効果は殆ど期待できない。
However, in this floor structure, the cushioning material and the floor base a
Since it is sandwiched between the cushioning material and the floor finishing material e, there is no place for the air in the cushioning material to escape when an impact force is applied to the floor finishing material e. Therefore, when a gravimetric impact force that causes the floor finishing material e to sink significantly is applied, the air inside the cushioning material is rapidly compressed and the internal air pressure increases, allowing the cushioning material to compress smoothly. The problem is that it does not deform and transmits most of the impact force from the floor as it is. Therefore, even if this floor finishing material e is used alone, and even if this floor finishing material e is combined with the above-mentioned floating floor structure, the air pressure will increase between the floor finishing material e and the waste plywood d, and the vibration of the waste plywood d will not stop. Almost no soundproofing effect against weight method impact force can be expected.

また、前記浮床構造では、緩衝材すが、床下地a上に直
接敷設されているので、コンクリートスラブ中の水分や
アルカリ分の影響を受けて復元力の低下や劣化が生じ、
長期間使用していると衝撃力の吸収力が劣るという問題
がある。
In addition, in the floating floor structure, since the cushioning material is laid directly on the subfloor a, it is affected by moisture and alkaline content in the concrete slab, resulting in a decrease in restoring power and deterioration.
There is a problem in that when used for a long period of time, the ability to absorb impact force becomes poor.

一方、床面撃力を分散させるものとして第9図に示すよ
うな、床仕上げ材eを載置した床パネルfを、高さ調節
自在なねじ部を有する支持体とゴム等の弾性体とを組合
わせてなる脚体gにより支持し、この弾性体によって床
面撃力を吸収させる床構造も知られている。
On the other hand, a floor panel f on which a floor finishing material e is placed, as shown in FIG. A floor structure is also known in which the floor structure is supported by legs g formed by a combination of the floor structure and the elastic body absorbs floor impact force.

ところが、この床構造においても前記浮床構造と同様に
床仕上げ材eと床パネルfが衝撃力を受けた際に振動し
易いと共に振動が長く続き易いという問題があり、充分
な防音効果は得られなかった。
However, similar to the floating floor structure described above, this floor structure also has the problem that the floor finishing material e and the floor panel f tend to vibrate when subjected to impact force, and the vibration tends to continue for a long time, so that a sufficient soundproofing effect cannot be obtained. There wasn't.

(発明の目的) 以上のように従来知られている各種の床構造はいずれも
防音性特に重量法衝撃力に対する防音性が充分ではない
ことに鑑み、本発明は、軽量床衝撃音はもちろん重量床
衝撃音に対しても高い防音性を発揮し得ると共に、長期
間使用しても衝撃音吸収力が劣えない床構造を提供する
ことを目的とする。
(Purpose of the Invention) As described above, in view of the fact that all of the conventionally known floor structures do not have sufficient soundproofing properties, especially against weight method impact forces, the present invention aims to reduce not only lightweight floor impact noise but also heavy weight To provide a floor structure which can exhibit high soundproofing properties even against floor impact sounds and whose impact sound absorption ability does not deteriorate even after long-term use.

(課題を解決するための手段) 上記の目的を達成するため本発明は、床仕上げ材の下面
に緩衝材を当接させると共に、この緩衝材中の空気の逃
げ場を緩衝材の下方に確保するものである。
(Means for Solving the Problems) In order to achieve the above object, the present invention brings a cushioning material into contact with the lower surface of the floor finishing material, and also secures an escape area for the air in the cushioning material below the cushioning material. It is something.

具体的に本発明の講じた解決手段は、床構造を、コンク
リートスラブ等よりなる床下地上において、床パネル材
が前記床下地との間で床パネル下空間を形成するように
根太或いは脚体等の適宜支持部材を介して適宜高さで略
水平に支持され、該床パネル材の上面に繊維質緩衝材或
いは連続気泡型の発泡合成樹脂製緩衝材等の空気を包含
する通気性緩衝材を介在させて床仕上げ材が載置され前
記床パネル材が、前記床仕上げ材に衝撃力が作用した際
に発生する前記緩衝材中の圧縮空気を前記床パネル下空
間へ排出するために上下方向へ貫通する通気孔が分散し
て設けられた有孔板よりなる構成としたものである。
Specifically, the solution taken by the present invention is to construct a floor structure by installing joists, legs, etc. on a subfloor made of a concrete slab or the like so that a space under the floor panel is formed between the floor panel material and the subfloor. The floor panel material is supported substantially horizontally at an appropriate height via an appropriate support member, and a breathable cushioning material containing air, such as a fibrous cushioning material or an open-cell type foamed synthetic resin cushioning material, is provided on the upper surface of the floor panel material. A floor finishing material is placed therebetween, and the floor panel material is arranged in a vertical direction in order to discharge compressed air in the cushioning material, which is generated when an impact force is applied to the floor finishing material, to the space under the floor panel. The structure is made of a perforated plate in which vent holes penetrating through the space are provided in a dispersed manner.

(作用) 上記の構成により、床仕上げ材の上面に衝撃力が加わる
と緩衝材は圧縮されるが、緩衝材中の空気は床パネル材
に設けられた通気孔を通って床パネル下空間へ排出され
るので、緩衝材中の空気圧は上昇しない。このために床
仕上げ材と床パネル材との間で緩衝材本来の衝撃吸収力
が維持され、床仕上げ材と床パネルの振動が短時間で止
り、床下地に伝わる衝撃力並びに床パネルの振動が極め
て小さくなって床衝撃音が充分に低減される。また、緩
衝材中の空気が下方の床パネル下空間に放出され、また
逆に再吸収される為、緩衝材中の空気が常に流動して湿
気が滞留することが防止され、緩衝材の復元力が湿気で
低下するような心配がない。
(Function) With the above configuration, when an impact force is applied to the upper surface of the floor finishing material, the cushioning material is compressed, but the air in the cushioning material passes through the ventilation holes provided in the floor panel material to the space under the floor panel. Since the air is discharged, the air pressure in the cushioning material does not increase. For this reason, the original shock absorbing power of the cushioning material is maintained between the floor finishing material and the floor panel material, and the vibration of the floor finishing material and floor panel stops in a short time, reducing the impact force transmitted to the floor substrate and the vibration of the floor panel. becomes extremely small, and floor impact noise is sufficiently reduced. In addition, the air in the cushioning material is released into the space under the floor panel below and is reabsorbed, so the air in the cushioning material is constantly flowing, preventing moisture from accumulating, and restoring the cushioning material. There is no need to worry about the power decreasing due to moisture.

(実施例) 以下、本発明の実施例を図面に基づいて説明する。(Example) Embodiments of the present invention will be described below based on the drawings.

第1図は本発明に係る床構造の一実施例の断面構造を示
し、コンクリートスラブ等より床下地1の上において床
パネル材3が支持部材である根太2Aを介して略水平に
支持され、この床パネル材3の上面には緩衝材4を介し
て床仕上げ材5が載置されている。
FIG. 1 shows a cross-sectional structure of an embodiment of the floor structure according to the present invention, in which a floor panel material 3 is supported substantially horizontally on a floor base 1 from a concrete slab or the like via a joist 2A that is a supporting member, A floor finishing material 5 is placed on the upper surface of this floor panel material 3 with a cushioning material 4 interposed therebetween.

床仕上げ材5としては合板やフロア材等を適宜使用でき
、緩衝材4としては、ナイロン、ポリエステルやポリプ
ロピン等の合成繊維マット、グラスウールやロックウー
ル等の無機繊維マット或いは植物繊維マット等よりなる
繊維質緩衝材、又は、連続気泡型の発泡合成樹脂製緩衝
材等の空気を含有し、通気性を有するものを適宜使用で
きる。この緩衝材4として通気性のないもの、例えば独
立気泡の発泡プラスチックシートは歩行感の点ではクツ
ション性を有しているが、衝撃力を低下させることはで
きない。その理由は、床仕上げ材5に衝撃力が加わると
、緩衝材4が床パネル材3との間で圧縮され、内部の空
気圧が増大して床パネル材3と床仕上げ材5とを外方へ
押しやるような反発力が働く。そのために、衝撃力によ
り床仕上げ材5に発生した振動がこの反発力によって増
幅されるためである。
As the floor finishing material 5, plywood, flooring material, etc. can be used as appropriate, and as the cushioning material 4, fibers such as synthetic fiber mats such as nylon, polyester, and polypropyne, inorganic fiber mats such as glass wool and rock wool, or vegetable fiber mats can be used. A material that contains air and has air permeability, such as a soft cushioning material or an open-cell foamed synthetic resin cushioning material, can be used as appropriate. As the cushioning material 4, a non-breathable material, such as a closed-cell foamed plastic sheet, has cushioning properties in terms of walking feeling, but cannot reduce the impact force. The reason is that when an impact force is applied to the floor finishing material 5, the cushioning material 4 is compressed between it and the floor panel material 3, and the internal air pressure increases, pushing the floor panel material 3 and the floor finishing material 5 outward. There is a repulsive force that pushes you away. This is because the vibrations generated in the floor finishing material 5 due to the impact force are amplified by this repulsive force.

緩衝材4の厚さは5mm以上が好ましく、8〜255m
がより好ましい。その理由は次の通りである。
The thickness of the cushioning material 4 is preferably 5 mm or more, and is 8 to 255 m.
is more preferable. The reason is as follows.

すなわち、厚さが5u+未満であると、緩衝材4中の空
気が抜けて厚さが減少する際の圧縮変形量が僅かしかな
いために、重量床衝撃時に床仕上げ材5の衝撃力が減少
されないで床パネル材3にそのまま伝わるので、衝撃の
吸収力が弱いためである。
In other words, if the thickness is less than 5u+, the amount of compressive deformation when the air in the cushioning material 4 escapes and the thickness decreases is small, so the impact force of the floor finishing material 5 during a heavy floor impact is reduced. This is because the impact is not absorbed and is directly transmitted to the floor panel material 3, so the impact absorption ability is weak.

また、材料によって多少の差はあるが厚さが251を超
えると、重量床衝撃時に床仕上げ材5の沈み込みが大き
くなって安定性が損われるためである。もっとも、緩衝
材4を軟い材料と若干硬い材料とを組合せて形成する場
合には、安定性が良くなるので25a+mを超える厚さ
にしてもよい。
Further, although there are some differences depending on the material, if the thickness exceeds 251 mm, the floor finishing material 5 will sink significantly during a heavy floor impact, and stability will be impaired. However, if the cushioning material 4 is formed from a combination of a soft material and a slightly hard material, the thickness may be greater than 25a+m because stability will be improved.

なお、緩衝材4を介在させる方法としては、この緩衝材
4を床仕上げ材5の下面又は床パネル材3の上面のいず
れかに予め接着しておいてもよいし、接着しないで床パ
ネル材3の上面に単に載置するだけでもよい。
Note that as a method for interposing the cushioning material 4, the cushioning material 4 may be adhered in advance to either the lower surface of the floor finishing material 5 or the upper surface of the floor panel material 3, or the cushioning material 4 may be attached to the floor panel material without adhesion. It is also possible to simply place it on the top surface of 3.

床パネル材3としては緩衝材4を介して床仕上げ材5を
安定して支持し得る剛性を有するものを適宜使用でき、
具体的にはパーティクルボード、合板、木質セメント板
、石膏ボード、プレキャストコンクリート或いは鋼板等
を使用することができる。
As the floor panel material 3, a material having rigidity that can stably support the floor finishing material 5 via the cushioning material 4 can be used as appropriate.
Specifically, particle board, plywood, wood cement board, gypsum board, precast concrete, steel plate, etc. can be used.

この床パネル材3には上下方向へ貫通する直径3〜20
m5の通気孔31が全面に亘って略均−に分散して設け
られている。この通気孔31のピッチは5〜30cmが
好ましく、また、通気孔31の形状は長孔でもよい。通
気孔31の開口率については一般的には床パネル材3の
全表面積に対して1%以上が好ましく、緩衝材4の材質
によって適宜変更するとなお良い。緩衝材4が合成繊維
や無機繊維等の繊維質よりなる場合には空気の流れがス
ムーズであるから1〜5%が好ましく、ポリウレタン発
泡体よりなる場合には繊維質に比べて空気の流れが少な
いので3〜5%が好マしい。
This floor panel material 3 has a diameter of 3 to 20 mm that penetrates in the vertical direction.
Ventilation holes 31 having a diameter of m5 are provided so as to be distributed approximately evenly over the entire surface. The pitch of the ventilation holes 31 is preferably 5 to 30 cm, and the shape of the ventilation holes 31 may be elongated holes. Generally, the opening ratio of the ventilation holes 31 is preferably 1% or more with respect to the total surface area of the floor panel material 3, and it is even better to change it as appropriate depending on the material of the cushioning material 4. When the cushioning material 4 is made of fibrous materials such as synthetic fibers or inorganic fibers, the air flow is preferably 1 to 5% because the air flow is smooth, and when the cushioning material 4 is made of polyurethane foam, the air flow is smoother than that of fibrous materials. Since it is small, 3 to 5% is preferable.

床パネル材3は根太2Aにより適宜高さで支持されて、
床パネル材3と床下地1との間に床パネル下空間6が形
成されている。
The floor panel material 3 is supported at an appropriate height by the joists 2A,
A space 6 under the floor panel is formed between the floor panel material 3 and the floor base 1.

本実施例においては根太2Aの上下に弾性体7が配置さ
れて床衝撃力のより効果的な吸収が図られている。この
ように床支持材と弾性体7を組合わせる場合には、床上
の荷重で床パネル材3が深く沈まないように弾性体7の
材料として比較的剛性のあるゴムや高密度の発泡体等を
使用することが好ましい。
In this embodiment, elastic bodies 7 are arranged above and below the joist 2A to more effectively absorb the floor impact force. When combining the floor support material and the elastic body 7 in this way, relatively rigid rubber, high-density foam, etc. may be used as the material for the elastic body 7 to prevent the floor panel material 3 from sinking deeply due to the load on the floor. It is preferable to use

床パネル下空間6は緩衝材4中の空気を拡散させるため
に設けるものであって、空気が拡散するのに充分な容積
が必要であり、具体的には30ms以上の高さにするこ
とが好ましい。
The space 6 under the floor panel is provided to diffuse the air in the cushioning material 4, and needs to have a sufficient volume for the air to diffuse, and specifically, it should have a height of 30 ms or more. preferable.

°本実施例に係る床構造は以上のように構成されている
ので、第2図において矢印で示すような床衝撃力が加わ
ると次のようになる。すなわち、床衝撃力により床仕上
げ材5が曲げ変形して沈み込みを生じるために緩衝材4
が圧縮される。緩衝材4が圧縮されると内部の空気は床
パネル材3の通気孔31を通って床パネル下空間6へ排
出され、ここで拡散されるので、緩衝材4中の空気圧は
上昇しない。このために緩衝材4本来の圧縮変形が生じ
て衝撃吸収力が発揮され、床上に衝撃力が加わっても床
パネル材3及び床仕上げ材5の振動が減衰され、階下へ
伝わる音が小さくなる。
Since the floor structure according to this embodiment is constructed as described above, when a floor impact force as shown by the arrow in FIG. 2 is applied, the following occurs. In other words, the floor finishing material 5 bends and deforms due to the floor impact force and sinks, so the cushioning material 4
is compressed. When the cushioning material 4 is compressed, the air inside the cushioning material 4 is discharged through the ventilation hole 31 of the floor panel material 3 to the space under the floor panel 6 and is diffused there, so that the air pressure in the cushioning material 4 does not increase. For this reason, the original compressive deformation of the cushioning material 4 occurs, exerting its shock absorbing power, and even if an impact force is applied to the floor, the vibrations of the floor panel material 3 and floor finishing material 5 are attenuated, reducing the sound transmitted downstairs. .

第3図は前記実施例の一変更例を示し、床パネル材3が
支持部材である脚体2Bにより支持されている。脚体2
Bは上部に板状の載置部を有する棒状の支持体21Bと
、この支持体21Bの下部に固定されたゴム等の弾性体
22Bとよりなる。
FIG. 3 shows a modification of the above embodiment, in which the floor panel material 3 is supported by legs 2B which are supporting members. Leg body 2
B consists of a rod-shaped support 21B having a plate-shaped mounting portion on the upper part, and an elastic body 22B made of rubber or the like fixed to the lower part of this support 21B.

なお、図示はしていないが支持部材としてはブロック状
のものをすることも可能である。
Incidentally, although not shown in the drawings, the support member may be in the form of a block.

第4図は上記実施例の他の変更例を示し、棒状の支持体
21Bの上部にはねじ部が設けられている。ここのねじ
部は床パネル材3に螺合されており、脚体2Bを回転す
ることにより床パネル材3の高さ調節が可能である。
FIG. 4 shows another modification of the above embodiment, in which a threaded portion is provided at the top of the rod-shaped support 21B. The threaded portion here is screwed into the floor panel material 3, and the height of the floor panel material 3 can be adjusted by rotating the legs 2B.

このように高さ調節機構を有する脚体2Bを使用すると
不陸調整が容易にできるので、第7図又は第8図に示す
ような緩衝材すの厚さの範囲内で不陸吸収を行う従来の
ものに比べて、大きな不陸状態への対応が可能になる。
By using the leg body 2B having a height adjustment mechanism in this way, unevenness can be easily adjusted, so unevenness can be absorbed within the range of the thickness of the cushioning material as shown in Fig. 7 or 8. Compared to conventional systems, it is possible to deal with large uneven terrain.

また、この変更例においては、床仕上げ材5に加わった
床衝撃力は緩衝材4によって一旦吸収されてから脚体2
Bに伝わるので、脚体、2 Bに加わる衝撃力は小さく
なり、高さ調整用のねじ部に過大な衝撃力が加わってね
じ部が損傷する事態が避けられる。
In addition, in this modified example, the floor impact force applied to the floor finishing material 5 is once absorbed by the cushioning material 4, and then the leg body 2
Since the impact force is transmitted to the leg body 2B, the impact force applied to the leg body 2B is reduced, and a situation where an excessive impact force is applied to the threaded portion for height adjustment and damage to the threaded portion can be avoided.

なお、以上の実施例及び変更例は床下地1がコンクリー
トスラブの場合であったが、床下地1は木構造であって
もよく、この場合には床パネル下空間6を天井裏の空間
部とすることができる。
Note that in the above embodiments and modified examples, the floor base 1 is a concrete slab, but the floor base 1 may also be a wooden structure, and in this case, the space 6 under the floor panel is converted into a space under the ceiling. It can be done.

以下、具体例と比較例、及びそれぞれのテスト結果につ
いて説明する。
Specific examples, comparative examples, and their test results will be described below.

具体例としては次のような床構造を準備した。As a specific example, we prepared the following floor structure.

床下地二階上室における厚さ150m■のコンクリート
スラブ 支持部材:ねじ部を有する棒状の支持体とゴム硬度45
のゴム製の弾性体とからなる脚体床パネル材:直径12
1111の空気孔が15cmピッチで均一に設けられた
厚さ151mのパーティクルボード 緩衝材:ボリブaピレンの捲縮繊維を密度0゜02g/
e−になるように結合してマット化した合成繊維製フェ
ルトであって、接着剤により床仕上げ材裏面に固着した
もの 床仕上げ材:厚さ121mの合板製床板比較例1として
は、具体例と同様のコンクリートスラブよりなる床下地
上に、64kg/m3グラスウールマットよりなる厚さ
25−mの緩衝材を敷設し、この緩衝材の上に根太を介
して厚さ15IIllのパーティクルボードを捨貼りし
、さらに厚さ12■−の合板を敷設して床仕上げ材とし
た床構造を準備した。
Concrete slab support member with a thickness of 150 m in the upper room on the second floor of the floor: A rod-shaped support with a threaded part and a rubber hardness of 45
Leg floor panel material consisting of rubber elastic body: diameter 12
Particle board cushioning material with a thickness of 151 m with 1111 air holes uniformly provided at a pitch of 15 cm: crimped fibers of voliv a pyrene with a density of 0°02 g/
Synthetic fiber felt bonded to form a mat so as to form a mat, and fixed to the back side of the floor finishing material with an adhesive Floor finishing material: 121 m thick plywood floor board Comparative Example 1 is a specific example. A 25-meter-thick cushioning material made of 64 kg/m3 glass wool mat was laid on the subfloor made of a concrete slab similar to the above, and a 15-meter-thick particle board was pasted on top of this cushioning material through the joists. A floor structure was prepared by laying 12-inch-thick plywood as a floor finishing material.

比較例2としては、床パネル材、緩衝材及び床仕上げ材
がいずれも施されていない厚さ150m5のコンクリー
トスラブを準備した。
As Comparative Example 2, a concrete slab with a thickness of 150 m5 was prepared without any floor panel material, cushioning material, or floor finishing material applied.

第5図は重量床衝撃音、第6図は軽量床衝撃音に対する
床衝撃音レベルをJ I 5−A−1418及びJIS
−A−1419の規定に基づき測定した測定結果を示し
、重量床衝撃音及び軽量床衝撃音のいずれの場合におい
ても具体例のものは比較例1のものに比べて床衝撃音レ
ベルが低減されている。これは床衝撃時特に重量床衝撃
音に、通気孔31からの空気の流出により緩衝材中の空
気圧が上昇しなかったと共に、緩衝材の圧縮変形がスム
ーズに行われたためと推定される。
Figure 5 shows the floor impact sound level for heavy floor impact sound, and Figure 6 shows the floor impact sound level for light floor impact sound based on JI 5-A-1418 and JIS.
-A-1419, the floor impact sound level of the specific example was lower than that of comparative example 1 in both cases of heavy floor impact sound and light floor impact sound. ing. It is presumed that this is because the air pressure in the cushioning material did not increase due to the outflow of air from the vent hole 31 during the floor impact, especially the heavy floor impact sound, and the compression deformation of the cushioning material was performed smoothly.

(発明の効果) 以上説明したように、本発明に係る床構造によると、床
仕上げ材の上面に衝撃力が加わっても、緩衝材が本来の
衝撃吸収力を維持しているので、軽量床衝撃音はもちろ
ん重量床衝撃音に対しても防音効果が高い。また、緩衝
材が床パネル上にあってコンクリートスラブ中の木部や
アルカリ分の影響を受けないので、長期間使用しても衝
撃吸収力が劣えることがない。
(Effects of the Invention) As explained above, according to the floor structure according to the present invention, even if an impact force is applied to the upper surface of the floor finishing material, the cushioning material maintains its original impact absorption ability, so the lightweight floor structure It has a high soundproofing effect not only against impact noise but also against heavy floor impact noise. In addition, since the cushioning material is on the floor panel and is not affected by the wood or alkali content in the concrete slab, the shock absorption capacity will not deteriorate even after long-term use.

さらに、床仕上げ材上でこぼれた水が緩衝材に浸透して
も、床に衝撃力が加わる度毎に緩衝材中の空気が床パネ
ル下空間へ排出されるので、湿気も同時に排出されて緩
衝材の乾燥状態が保たれるという効果もある。
Furthermore, even if water spilled on the floor finishing material penetrates into the cushioning material, the air in the cushioning material is discharged to the space under the floor panel every time an impact force is applied to the floor, so moisture is also discharged at the same time. This also has the effect of keeping the buffer material dry.

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

第1図は本発明に係る床構造の一実施例の断面図、第2
図は第1図の床構造の作用を示す断面図、第3図は前記
床構造の一変更例の断面図、第4図は前記床構造の他の
変更例の斜視図、第5図及び第6図は床衝撃音レベルの
測定結果を示すグラフであって、第5図は重量床衝撃音
の場合、第6図は軽量床衝撃音の場合をそれぞれ示し、
第7図〜第9図はそれぞれ従来の床構造の断面図である
。 1・・・床下地、2A・・・根太、2B・・・脚体、3
・・・床パネル材、4・・・緩衝材、5・・・床仕上げ
材、6・・・床パネル下空間、31・・・通気孔。 第2
Fig. 1 is a sectional view of one embodiment of the floor structure according to the present invention;
The figures are a cross-sectional view showing the action of the floor structure in Figure 1, Figure 3 is a cross-sectional view of a modified example of the floor structure, Figure 4 is a perspective view of another modified example of the floor structure, Figures 5 and FIG. 6 is a graph showing the measurement results of the floor impact sound level, where FIG. 5 shows the case of heavy floor impact sound, and FIG. 6 shows the case of light floor impact sound.
FIGS. 7 to 9 are sectional views of conventional floor structures, respectively. 1... Floor base, 2A... Joist, 2B... Legs, 3
... Floor panel material, 4... Cushioning material, 5... Floor finishing material, 6... Space under floor panel, 31... Ventilation hole. Second

Claims (1)

【特許請求の範囲】[Claims] (1)コンクリートスラブ等よりなる床下地上において
、床パネル材が前記床下地との間で床パネル下空間を形
成するように根太或いは脚体等の適宜支持部材を介して
適宜高さで略水平に支持され、該床パネル材の上面に繊
維質緩衝材或いは連続気泡型の発泡合成樹脂製緩衝材等
の空気を包含する通気性緩衝材を介在させて床仕上げ材
が載置されてなる床構造であって、前記床パネル材が、
前記床仕上げ材に衝撃力が作用した際に発生する前記緩
衝材中の圧縮空気を前記床パネル下空間へ排出するため
に上下方向へ貫通する通気孔が分散して設けられた有孔
板よりなることを特徴とする床構造。
(1) On a subfloor made of a concrete slab, etc., the floor panel material is placed approximately horizontally at an appropriate height via appropriate support members such as joists or legs so as to form a space under the floor panel between the floor panel material and the floor substrate. , and a floor finishing material is placed on the upper surface of the floor panel material with an air-containing breathable cushioning material such as a fibrous cushioning material or an open-cell foamed synthetic resin cushioning material interposed therein. The structure is such that the floor panel material comprises:
From a perforated plate provided with dispersed ventilation holes penetrating in the vertical direction to discharge compressed air in the cushioning material generated when an impact force is applied to the floor finishing material to the space below the floor panel. A floor structure characterized by:
JP19308188A 1988-08-02 1988-08-02 Floor structure Pending JPH0243460A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19308188A JPH0243460A (en) 1988-08-02 1988-08-02 Floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19308188A JPH0243460A (en) 1988-08-02 1988-08-02 Floor structure

Publications (1)

Publication Number Publication Date
JPH0243460A true JPH0243460A (en) 1990-02-14

Family

ID=16301905

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19308188A Pending JPH0243460A (en) 1988-08-02 1988-08-02 Floor structure

Country Status (1)

Country Link
JP (1) JPH0243460A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04338086A (en) * 1991-05-13 1992-11-25 Mitsubishi Electric Corp Elevator cage

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6475775A (en) * 1987-09-16 1989-03-22 Okumura Corp Floor structure

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6475775A (en) * 1987-09-16 1989-03-22 Okumura Corp Floor structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04338086A (en) * 1991-05-13 1992-11-25 Mitsubishi Electric Corp Elevator cage

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