JPH0546422B2 - - Google Patents

Info

Publication number
JPH0546422B2
JPH0546422B2 JP62058223A JP5822387A JPH0546422B2 JP H0546422 B2 JPH0546422 B2 JP H0546422B2 JP 62058223 A JP62058223 A JP 62058223A JP 5822387 A JP5822387 A JP 5822387A JP H0546422 B2 JPH0546422 B2 JP H0546422B2
Authority
JP
Japan
Prior art keywords
floor
air
panel
panel material
porous
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP62058223A
Other languages
Japanese (ja)
Other versions
JPS63223261A (en
Inventor
Satoru Yoshimi
Yoichiro Koga
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 JP5822387A priority Critical patent/JPS63223261A/en
Publication of JPS63223261A publication Critical patent/JPS63223261A/en
Publication of JPH0546422B2 publication Critical patent/JPH0546422B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、中高層住宅などにおける床衝撃音が
階下に伝達するのを低減するようにした浮床構造
の改善に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to an improvement in a floating floor structure in medium-to-high-rise residential buildings, etc., which reduces the transmission of floor impact noise to the lower floors.

(従来技術とその問題点) 床衝撃音には、人が歩行するときに生じるよう
な軽量な衝撃力による床衝撃音(軽量床衝撃音)
と、子供が椅子から飛び降りたときのような大き
な衝撃力による床衝撃音(重量床衝撃音)とがあ
る。この床衝撃音のうち、軽量床衝撃音は、床仕
上材にカーペツトなどの柔軟な繊維質の床仕上材
を用いれば簡単に吸収して階下への衝撃音の放出
が防止できる。しかし、後者の重量床衝撃音は、
子供が椅子から飛び降りたときのような大きな衝
撃力(JIS−A1418に規定する重量床衝撃音発生
器の実効衝撃力では3875N)によるために表面の
床仕上材では衝撃力が吸収できずコンクリート床
スラブに衝撃力がほとんど緩和されないままに作
用し、床スラブの振動を引き起こしてしまい、こ
の床スラブの振動が階下に対して衝撃音を放出す
る結果となるのでこの重量床衝撃音の低減は、非
常に困難であつた。
(Prior art and its problems) Floor impact sound includes floor impact sound caused by a light impact force such as that generated when a person walks (lightweight floor impact sound)
and floor impact sound (heavy floor impact sound) caused by a large impact force, such as when a child jumps off a chair. Among these floor impact sounds, light floor impact noise can be easily absorbed and prevented from being emitted downstairs by using a flexible fibrous floor covering material such as carpet. However, the latter weight floor impact sound is
Due to the large impact force (effective impact force of a heavy floor impact sound generator specified in JIS-A1418 is 3875N) such as when a child jumps from a chair, the surface floor finishing material cannot absorb the impact force and the concrete floor The impact force acts on the slab with almost no relaxation, causing the floor slab to vibrate, and this vibration of the floor slab results in the emission of impact sound to the downstairs. It was extremely difficult.

一方、床スラブに対する床衝撃力の伝達を低減
する方法として、グラスウールマツト等の緩衝材
を床スラブ上に配してその上に床パネルを施工し
た浮床構造にすることが知られている。この浮床
構造には、緩衝材の上に直接床パネルを配設して
床仕上材を施工したものと、緩衝材の上に根太材
などの支持体を配してから床パネルを配して床仕
上材を施工したものとがある。しかし、前者の直
接床パネルを載置したものによると、重量床衝撃
力で床パネルが曲げ変形して緩衝材を局部的に圧
縮してしまうので、衝撃力の緩衝効果が小さいも
のであつた。また、後者の構造によると、衝撃力
は、根太材などの支持体で分散して緩衝材に伝達
されるので、コンクリート床スラブに直接作用す
る衝撃力は弱まるが、反面、支持体を介在させて
いるために、床パネルが曲げ変形をし易く、また
この曲げ変形の際に床パネル下方の空気が瞬間的
に圧縮されて床パネルの下面や、緩衝材の上面に
圧縮空気の空気圧が反復作用するようになり、床
パネルの振動が大きく、その結果床面に大きな振
動を生じてしまい、床スラブの振動にこの床面の
振動が加算されて階下に衝撃音となつて放出さ
れ、満足の行くような遮音性能が得られないとい
う問題があつた。
On the other hand, as a method of reducing the transmission of floor impact force to the floor slab, it is known to create a floating floor structure in which a cushioning material such as glass wool mat is placed on the floor slab and a floor panel is constructed on top of the cushioning material. There are two types of floating floor structures: one in which a floor panel is placed directly on top of the cushioning material and the floor finishing material is applied, and the other is in which a support such as a joist is placed on top of the cushioning material and then the floor panel is placed on top of the cushioning material. Some have floor finishing materials installed. However, in the former case where the floor panel was directly placed, the impact force of the heavy floor caused the floor panel to bend and deform, compressing the cushioning material locally, so the effect of cushioning the impact force was small. . In addition, according to the latter structure, the impact force is dispersed by supports such as joists and transmitted to the buffer material, which weakens the impact force that acts directly on the concrete floor slab. Because of this, the floor panel is prone to bending deformation, and during this bending deformation, the air below the floor panel is momentarily compressed, and the air pressure of the compressed air is repeatedly applied to the bottom surface of the floor panel and the top surface of the cushioning material. As a result, the vibration of the floor panel becomes large, and as a result, the vibration of the floor surface is added to the vibration of the floor slab, and it is emitted as an impact sound downstairs. There was a problem that the sound insulation performance could not be obtained as expected.

また、近年、中高層住宅の床には、メンテナン
スの容易性と、デザイン性の点から木質フロアー
材が多く用いられつつあるが、木質の床材は、カ
ーペツト等の床仕上材に比べて衝撃による音の発
生音が大きいという問題があり、このような木質
床仕上材を用いても衝撃音の伝達の少ない床構造
の開発が望まれている。
In addition, in recent years, wooden flooring materials have been increasingly used for the floors of mid-to-high-rise residences due to their ease of maintenance and design. There is a problem that the generated sound is loud, and there is a desire to develop a floor structure that transmits less impact sound even if such a wooden floor finishing material is used.

(発明の目的) 本発明は、上記従来の浮床構造の問題点に鑑み
てなされたものであり、浮床におけるパネル材下
面の空気圧の上昇を防止して、パネル材自体の振
動を低減するとともに、その下方の緩衝材、床下
地に作用する圧縮空気圧を低減させ、圧縮空気に
よる弊害を除去するとともに、床下地の振動で発
生する放射音をパネル材で吸音して階下への伝達
を軽減した浮床構造を提供するものである。
(Object of the Invention) The present invention has been made in view of the above-mentioned problems of the conventional floating floor structure, and prevents an increase in air pressure on the lower surface of the panel material in the floating floor, reduces vibration of the panel material itself, and A floating floor that reduces the compressed air pressure acting on the cushioning material underneath and the floor subfloor, eliminating the harmful effects of compressed air, and absorbing the radiated sound generated by the vibration of the floor subfloor with the panel material to reduce transmission to the downstairs. It provides structure.

(目的達成のための手段) 具体的には、本発明は、床下地上に緩衝材が配
設され、該緩衝材の上部に複数枚のパネル材がパ
ネル材下面と床下地上面との間に適宜厚さの空気
層を設けて並設載置されてなる浮床構造におい
て、該パネル材はパネル表裏面の空〓が内部で連
通した通気性を有する多孔質パネル材よりなり、
かつ該多孔質パネル材の上面に空気通路を介在さ
せて適宜床仕上材が配設され、上記多孔質パネル
材下面の空気層の空気を床面に衝撃力が作用した
時に該多孔質パネル材内部を通つて床仕上材下面
の空気通路に流出せしめるようにしたことを特徴
とする浮床構造である。
(Means for Achieving the Object) Specifically, the present invention provides a structure in which a cushioning material is provided above the floor subfloor, and a plurality of panel materials are placed above the cushioning material between the lower surface of the panel material and the subfloor surface. In a floating floor structure in which the panels are placed side by side with an air layer of an appropriate thickness, the panel material is made of a porous panel material with air permeability in which the air space on the front and back surfaces of the panel is connected internally,
A suitable floor finishing material is disposed on the upper surface of the porous panel material with air passages interposed therebetween, and when an impact force acts on the floor surface, the air in the air layer on the lower surface of the porous panel material is removed. This floating floor structure is characterized by allowing air to flow through the interior and into the passageway on the underside of the floor covering material.

(実施例) 第1図は本発明の浮床構造の一実施例を示すも
ので、コンクリートスラブ等よりなる床下地1の
上にグラスウールマツト等からなる緩衝材2が全
面に配設されており、この緩衝材2の上に厚さ2
〜50mmの複数個の棒状の支持体3を介して空〓率
が約45%の通気性を有する木毛セメント板(50mm
厚さ、比重0.7)よりなる多孔質パネル材4が並
設載置され、この棒状支持体3によつて多孔質パ
ネル材4の下面2〜50mm厚さの空気層5が形成さ
れている。
(Embodiment) Fig. 1 shows an embodiment of the floating floor structure of the present invention, in which a cushioning material 2 made of glass wool mat or the like is placed over the entire surface of a floor base 1 made of a concrete slab or the like. Thickness 2 on top of this cushioning material 2
A wood wool cement board (50mm
Porous panel materials 4 having a thickness and specific gravity of 0.7) are placed side by side, and the rod-shaped supports 3 form an air layer 5 having a thickness of 2 to 50 mm on the lower surface of the porous panel materials 4.

上記多孔質パネル材4は、第2図に示すように
パネル表面とパネル下面との空〓6a,6aとは
パネル内部の空〓6bを介して少なくとも一部が
連通しており、該パネル材4下面の空気がパネル
材4内部を通つて表面側に流出するに十分な空〓
を有するものでなければならず、空〓率が30%以
上でかつ通気性を備えたものを用いることが好ま
しい。この空〓率は、30%未満であれば、パネル
内部の通気性が小さく、パネル材4下面の圧縮空
気が十分に放散されず、床衝撃音の伝達が大きく
なるので、30%以上としている。この多孔質パネ
ル材4としては、例えば空〓率が30%以上の木毛
セメント板や低密度のウエハーボード(木材片を
バインダーで結合したもの)等が使用される。木
毛セメント板の場合、木毛の長さは4cm以上のも
のを主体として、木毛:セメントの重量比を4:
6の割合で混練し、比重0.4〜0.9の厚さ30mm〜50
mmの板材にしたものであれば、空〓率40〜60%が
確保され、かつ空〓が板材内部でつぶされずに充
分な通気量が保たれる。また、床面を支持するに
充分な強度を有するものであれば、ガラス繊維で
強化した連続気泡の硬質プラスチツクの発泡体で
あつても良いが、床衝撃で変形や損傷しない程度
の強度を有することが必要であり、この場合には
適宜補強材と組合せることが望ましい。また、多
孔質パネル材4の通気性を更に向上させるため
に、第3図に示すように多孔質パネル材4下面に
半貫通孔4aを設けてもよい。さらに、上記多孔
質パネル材4は、曲げ剛性を補うために第4図に
示す如くパネル材4の片面あるいは両面に有孔合
板等の通気孔を有する補強板4bを配して用いて
もよい。尚、上記多孔質パネル材4はその上面四
周囲を切欠いた接合段部4cが設けられ、相隣る
多孔質パネル材4,4間の接合段部4c,4cに
帯板状の連結材9を上方から嵌合して固着するこ
とによりパネル材4,4同志が結合されている。
In the porous panel material 4, as shown in FIG. 4 Sufficient air space for the air on the bottom surface to flow out to the surface side through the inside of the panel material 4
It is preferable to use a material with a vacancy rate of 30% or more and ventilation. If this void ratio is less than 30%, the ventilation inside the panel will be low, compressed air on the bottom surface of the panel material 4 will not be sufficiently dissipated, and the transmission of floor impact sound will increase, so it is set to 30% or more. . As the porous panel material 4, for example, a wood wool cement board with a porosity of 30% or more or a low-density wafer board (wood pieces bonded together with a binder) or the like is used. In the case of wooden wool cement boards, the length of the wooden wool is mainly 4 cm or more, and the weight ratio of wood wool to cement is 4:
Knead at a ratio of 6 to 6, with a specific gravity of 0.4 to 0.9 and a thickness of 30 mm to 50
If the board is made of a plate material of 1.5 mm in diameter, a void ratio of 40 to 60% can be secured, and sufficient ventilation can be maintained without the void being crushed inside the board. Additionally, open-cell hard plastic foam reinforced with glass fibers may be used as long as it has sufficient strength to support the floor surface, but it has enough strength to not be deformed or damaged by floor impact. In this case, it is desirable to combine it with a reinforcing material as appropriate. Further, in order to further improve the air permeability of the porous panel material 4, semi-through holes 4a may be provided on the lower surface of the porous panel material 4, as shown in FIG. Furthermore, the porous panel material 4 may be used by disposing a reinforcing plate 4b having ventilation holes, such as perforated plywood, on one or both sides of the panel material 4, as shown in FIG. 4, in order to supplement bending rigidity. . The porous panel material 4 is provided with a joining step 4c cut out around the top surface thereof, and a strip-like connecting material 9 is provided at the joining step 4c between the adjacent porous panel materials 4, 4. The panel members 4, 4 are joined together by fitting and fixing them from above.

また、上記空気層5は、緩衝材2を多孔質パネ
ル材4の下面に部分的に配して、多孔質パネル材
4下面とコンクリートスラブ等の床下地1上面と
の間に空気層5を直接介在させて設けたものでも
良い。
In addition, the air layer 5 can be created by partially disposing the buffer material 2 on the lower surface of the porous panel material 4 to create an air layer 5 between the lower surface of the porous panel material 4 and the upper surface of the flooring 1 such as a concrete slab. It may also be provided by directly intervening.

さらに、上記多孔質パネル材4の上面に、厚さ
10mmの根太材6が450mmピツチで釘打ちによつて
固着され、その上面に木質床仕上材7が配設され
ており、多孔質パネル材4の下面と床仕上材7の
下面との間に10mm厚さの空気通路8が形成されて
いる。従つて、多孔質パネル材4の下面側の空気
層5と、多孔質パネル材4の上面側の空気通路8
とは互いに多孔質パネル材4の空〓部6a,6
b,6aを介して連通し、多孔質パネル材4下方
の空気層5の空気は、圧縮力を受けると、該パネ
ル材4の内部を通つて床仕上材7下面の空気通路
8に流出するように構成されている。
Further, on the upper surface of the porous panel material 4, a thickness of
A 10 mm joist 6 is fixed by nailing at a pitch of 450 mm, and a wooden floor finishing material 7 is placed on the top surface of the joist 6, and a wooden floor finishing material 7 is placed between the bottom surface of the porous panel material 4 and the bottom surface of the floor finishing material 7. An air passage 8 with a thickness of 10 mm is formed. Therefore, the air layer 5 on the lower surface side of the porous panel material 4 and the air passage 8 on the upper surface side of the porous panel material 4
and the hollow portions 6a, 6 of the porous panel material 4.
b, 6a, and when the air in the air layer 5 below the porous panel material 4 is subjected to compressive force, it flows out through the inside of the panel material 4 to the air passage 8 on the lower surface of the floor finishing material 7. It is configured as follows.

なお、ここでは多孔質パネル材4上面に根太材
6を適宜間隔で配して、この根太材4,4の間の
空間部によつて空気通路8を構成したものである
が、この空気通路8はフエルト等の通気性シート
によるもの、或いは床仕上材7下面に通気用の溝
加工を施したもので構成したものであつても良
い。また、床仕上材7が木質フロアー材の場合、
第2図に示すように木質フロアー材の上下に貫通
する通気孔10を設けて、空気通路8の空気を床
面表面に流出させるようにしてもよい。
Note that here, joists 6 are arranged at appropriate intervals on the upper surface of the porous panel material 4, and an air passage 8 is formed by the space between the joists 4. The material 8 may be made of a breathable sheet such as felt, or may be made of a material with ventilation grooves formed on the lower surface of the floor covering material 7. In addition, if the floor finishing material 7 is a wooden floor material,
As shown in FIG. 2, ventilation holes 10 penetrating the top and bottom of the wooden flooring material may be provided to allow the air in the air passages 8 to flow out to the floor surface.

(作用) 以上の如く、コンクリートスラブ等よりなる床
下地1上にグラスウールマツト等の緩衝材2が配
設され、該緩衝材2の上部に複数枚のパネル材が
パネル材下面と床下地上面との間に適宜厚さの空
気層5を設けて並設載置されてなる浮床構造にお
いて、上記パネル材が通気性を有する木毛セメン
ト板等の多孔質パネル材4よりなり、かつ該多孔
質パネル材4の上面にスペーサー等による空気通
路8を介在させて適宜床仕上材7が配設され、上
記多孔質パネル材4下面の空気層の空気が床面に
衝撃力が作用した時に該パネル材4内部を通つて
床仕上材7下面の空気通路8に流出するように構
成されているので、重量末衝撃力が床仕上材7表
面に作用すると、緩衝材2の緩衝効果によつて多
孔質パネル材4が沈み込みや曲げ変形して下方の
空気が圧縮されるが、この圧縮空気は多孔質パネ
ル材4の内部を通つてパネル上面まで流動し、こ
の空気が床仕上材7下面の空気通路8に拡散され
る。
(Function) As described above, a cushioning material 2 such as glass wool mat is arranged on a floor substratum 1 made of a concrete slab or the like, and on top of the cushioning material 2, a plurality of panel materials are arranged between the lower surface of the panel material and the upper surface of the subfloor. In a floating floor structure in which the panels are placed in parallel with an air layer 5 of an appropriate thickness provided between them, the panel material is made of a porous panel material 4 such as a wood wool cement board having air permeability, and the porous A floor finishing material 7 is appropriately arranged on the upper surface of the panel material 4 with an air passage 8 formed by a spacer or the like interposed therebetween, and when the air in the air layer on the lower surface of the porous panel material 4 acts on the floor surface, the panel Since it is configured to flow through the inside of the material 4 to the air passage 8 on the lower surface of the floor covering material 7, when a weight end impact force acts on the surface of the floor covering material 7, the cushioning effect of the cushioning material 2 causes the porous The porous panel material 4 sinks or bends and deforms, compressing the air below, but this compressed air flows through the inside of the porous panel material 4 to the top surface of the panel, and this air flows to the bottom surface of the floor finishing material 7. It is diffused into the air passage 8.

従つて、多孔質パネル材4は、該パネル材4下
方の空気層5の圧縮・膨張による反力を受けるこ
とがなく、パネル材4自体の振動が小さくなり、
また、コンクリートスラブ等の床下地1や緩衝材
2に作用する空気圧も低減して床下地1から放出
される床衝撃音が小さくなる。
Therefore, the porous panel material 4 is not subjected to the reaction force due to the compression and expansion of the air layer 5 below the panel material 4, and the vibration of the panel material 4 itself is reduced.
Furthermore, the air pressure acting on the floor substrate 1 such as a concrete slab and the cushioning material 2 is also reduced, and the floor impact noise emitted from the floor substrate 1 is reduced.

また、多孔質パネル材4は、床仕上材7からの
放出音や、床下配管の排水騒音を吸音して階下へ
の騒音の伝達を軽減するものである。
Further, the porous panel material 4 absorbs the sound emitted from the floor finishing material 7 and the drainage noise of the underfloor piping, thereby reducing the transmission of noise to the downstairs.

(具体例) 具体的に、厚さ150mmのコンクリート床スラブ
の上に64Kg/m3のグラスウールマツト50mmを載置
し、この上に10mm厚さの棒状支持体を45mmピツチ
で配置し、さらにこの支持体を介して厚さ50mm、
比重0.72、空〓率45%の通気性を有する木毛セメ
ント板(909mm×1818mm)を載置し、その側端部
上面を12mm厚さの合板よりなる帯状板でボルトに
て結合し、上記木毛セメント板の上に厚さ4mm、
幅30mmの薄板状根太材を45mmピツチで配してこの
根太材に木質フロアー材を施工して浮床(実施
例)を構成した。
(Specific example) Specifically, 50 mm of 64 kg/m 3 glass wool mat is placed on a 150 mm thick concrete floor slab, 10 mm thick rod-shaped supports are placed on top of this at 45 mm pitch, and Thickness 50mm, through support
A wood wool cement board (909 mm x 1818 mm) with a specific gravity of 0.72 and an air permeability of 45% was placed on top, and the upper surface of the side edge was joined with a strip board made of 12 mm thick plywood using bolts. 4mm thick on wood wool cement board.
A floating floor (example) was constructed by arranging thin plate-shaped joists with a width of 30 mm at a pitch of 45 mm, and constructing a wooden floor material on the joists.

この浮床構造にJIS−A1418による重量床衝撃
力を加えて、階下における床衝撃音の衝撃音レベ
ルを測定した結果、第5図に示す如く日本建築学
界基準のLH−47の遮音性能を得た。
As a result of applying a heavy floor impact force according to JIS-A1418 to this floating floor structure and measuring the impact sound level of the floor impact sound below the floor, we obtained a sound insulation performance of L H -47 according to the Japanese Architectural Academy standard, as shown in Figure 5. Ta.

これに対し、比較例として、上記木毛セメント
板に代えて通気性のない12mm厚さの合板を2枚用
い、その他の条件は前記実施例とすべて同じの浮
床を構成した。この浮床構造に対し、重量床衝撃
力を加えて床衝撃音の測定をしたところ、階下に
おける床衝撃音の衝撃音レベルの測定結果は日本
建築学界基準のLH−58の性能であり床衝撃音が
気になるレベルであり、まつたく床仕上材や緩衝
材を用いていない裸スラブの重量床衝撃力の衝撃
音レベルLH−63と大差ない性能しか得られなか
つた。
On the other hand, as a comparative example, a floating floor was constructed under the same conditions as in the previous example except that two sheets of non-air permeable plywood with a thickness of 12 mm were used in place of the wood wool cement board. When we measured the floor impact sound by applying a heavy floor impact force to this floating floor structure, the measurement result of the impact sound level of the floor impact sound in the lower floor was the performance of L H -58 of the Japanese Architectural Academy standard. The sound was at a worrisome level, and the performance was not much different from the impact sound level L H -63 of the weight floor impact force of a bare slab without any floor finishing material or cushioning material.

(発明の効果) 以上説明したように、本発明の浮床構造によれ
ば、重量床衝撃力が作用したときに緩衝材の圧縮
変形やパネル材の曲げ変形によつてパネル材下方
の空気が圧縮されると、該圧縮空気が多孔質パネ
ル材の内部を通つてパネル板上面に流出し、この
空気が床仕上材の多孔質パネル材上面との間の空
気通路に開放されてパネル材下方での空気圧の上
昇が防止され、パネル材自体の振動が小さくな
り、その上方の仕上材の振動も小さくなり、全体
として緩衝材の下方に位置するコンクリート床ス
ラブ等の床下地への振動の伝達が軽減されて、階
下への床衝撃音が低減されるものである。
(Effects of the Invention) As explained above, according to the floating floor structure of the present invention, when a heavy floor impact force acts, the air below the panel material is compressed by compressive deformation of the cushioning material and bending deformation of the panel material. When this happens, the compressed air passes through the inside of the porous panel material and flows out to the top surface of the panel board, and this air is released into the air passage between the top surface of the porous panel material of the flooring material and flows below the panel material. This prevents the air pressure from increasing, reduces the vibration of the panel material itself, reduces the vibration of the finishing material above it, and overall reduces the transmission of vibration to the subfloor, such as the concrete floor slab, located below the cushioning material. This reduces floor impact noise to the downstairs.

また、上記パネル材は、通気性を有する多孔質
体よりなるので、パネル材自体が吸音性を具備し
ており、床仕上材からの放出音を吸音して階下へ
の空気伝播による放出音も低減され、かつ歩行す
るような軽量床衝撃音の吸音性も優れたものであ
る。
In addition, since the above panel material is made of a porous material that has air permeability, the panel material itself has sound absorbing properties, and absorbs the sound emitted from the floor finishing material and prevents the sound emitted from air propagating downstairs. It also has excellent sound absorption properties for reducing the impact sound of lightweight floors such as those caused by walking.

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

図面は本発明の実施例を例示し、第1図は一実
施例の浮床構造を示す断面図、第2図は第1図の
要部の拡大図、第3図および第4図はそれぞれ多
孔質パネル材の変形例を示す部分断面図、第5図
は重量床衝撃音の測定結果図である。 1……床下地、2……緩衝材、3……支持体、
4……多孔質パネル材、5……空気層、6……根
太材、7……床仕上材、8……空気通路。
The drawings illustrate an embodiment of the present invention; FIG. 1 is a sectional view showing a floating bed structure of one embodiment, FIG. 2 is an enlarged view of the main part of FIG. 1, and FIGS. FIG. 5 is a partial sectional view showing a modification of the quality panel material, and is a diagram showing the measurement results of heavy floor impact sound. 1... Floor base, 2... Cushioning material, 3... Support,
4... Porous panel material, 5... Air layer, 6... Joist material, 7... Floor finishing material, 8... Air passage.

Claims (1)

【特許請求の範囲】 1 床下地上に緩衝材が配設され、該緩衝材の上
部に複数枚のパネル材がパネル材下面と床下地上
面との間に適宜厚さの空気層を設けて並設載置さ
れてなる浮床構造において、上記パネル材はパネ
ル表裏面の空〓が内部で連通した通気性を有する
多孔質パネル材よりなり、かつ該多孔質パネル材
の上面に空気通路を介在させて適宜床仕上材が配
設され、上記多孔質パネル材下面の空気層の空気
を床面に緩衝力が作用した時に該多孔質パネル材
内部を通つて床仕上材下面の空気通路に流出せし
めるようにしたことを特徴とする浮床構造。 2 多孔質パネル材が比重0.4〜0.9の木毛セメン
ト板よりなる特許請求の範囲第1項記載の浮床構
造。
[Scope of Claims] 1. A cushioning material is provided on the floor subfloor, and a plurality of panel materials are lined up on top of the cushioning material with an air layer of an appropriate thickness provided between the lower surface of the panel material and the surface of the subfloor. In the floating floor structure installed, the panel material is made of a porous panel material with air permeability in which air spaces on the front and back surfaces of the panel are internally connected, and an air passage is interposed on the upper surface of the porous panel material. A floor finishing material is appropriately arranged to allow the air in the air layer on the bottom surface of the porous panel material to flow out through the inside of the porous panel material into the air passageway on the bottom surface of the floor finishing material when a buffering force acts on the floor surface. A floating floor structure characterized by the following. 2. The floating floor structure according to claim 1, wherein the porous panel material is a wood wool cement board with a specific gravity of 0.4 to 0.9.
JP5822387A 1987-03-13 1987-03-13 Float floor structure Granted JPS63223261A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5822387A JPS63223261A (en) 1987-03-13 1987-03-13 Float floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5822387A JPS63223261A (en) 1987-03-13 1987-03-13 Float floor structure

Publications (2)

Publication Number Publication Date
JPS63223261A JPS63223261A (en) 1988-09-16
JPH0546422B2 true JPH0546422B2 (en) 1993-07-13

Family

ID=13078079

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5822387A Granted JPS63223261A (en) 1987-03-13 1987-03-13 Float floor structure

Country Status (1)

Country Link
JP (1) JPS63223261A (en)

Families Citing this family (3)

* 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
JP2549331B2 (en) * 1991-10-14 1996-10-30 日本ノボパン工業株式会社 Sound insulation floor base laminate
JP5178937B2 (en) * 2011-06-09 2013-04-10 秀樹 堀内 Sound insulation double floor and building

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5623509A (en) * 1979-08-06 1981-03-05 Nippon Radiator Co Ltd Exhaust system
JPS5774466A (en) * 1980-10-25 1982-05-10 Nippon Sheet Glass Co Ltd Support apparatus for vibration proof floating floor
JPS619942U (en) * 1984-06-22 1986-01-21 日本電気株式会社 Wireless device that uses the vehicle's DC power supply

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5623509A (en) * 1979-08-06 1981-03-05 Nippon Radiator Co Ltd Exhaust system
JPS5774466A (en) * 1980-10-25 1982-05-10 Nippon Sheet Glass Co Ltd Support apparatus for vibration proof floating floor
JPS619942U (en) * 1984-06-22 1986-01-21 日本電気株式会社 Wireless device that uses the vehicle's DC power supply

Also Published As

Publication number Publication date
JPS63223261A (en) 1988-09-16

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