JPH051861B2 - - Google Patents

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Publication number
JPH051861B2
JPH051861B2 JP30951586A JP30951586A JPH051861B2 JP H051861 B2 JPH051861 B2 JP H051861B2 JP 30951586 A JP30951586 A JP 30951586A JP 30951586 A JP30951586 A JP 30951586A JP H051861 B2 JPH051861 B2 JP H051861B2
Authority
JP
Japan
Prior art keywords
floor
floor panel
plate
joist
joists
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
JP30951586A
Other languages
Japanese (ja)
Other versions
JPS63161257A (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 JP30951586A priority Critical patent/JPS63161257A/en
Publication of JPS63161257A publication Critical patent/JPS63161257A/en
Publication of JPH051861B2 publication Critical patent/JPH051861B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、住宅、特に集合住宅において階上で
生じる床衝撃音が階下に伝播するのを低減するよ
うにした浮床構造の改良に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to an improvement in a floating floor structure in a residence, particularly an apartment complex, which reduces the propagation of floor impact noise generated on the upper floor to the lower floor.

(従来の技術) 一般に、中高層の建築物、例えば集合住宅にお
いては、階上で子供が飛び跳ねた時などに生じる
床衝撃音が階下に伝播するのを防止するために浮
床構造にすることが行われている。
(Prior Art) In general, in mid-to-high-rise buildings, such as apartment complexes, floating floor structures are often used to prevent floor impact noise, which occurs when children jump on the floors, from propagating downstairs. It is being said.

この浮床構造は、第13図に示すように、コン
クリート床スラブ等の床下地a上にグラスウール
マツト等の緩衝材bが配設され、該緩衝材b上に
支持材cを介して床パネルdが載置されて形成さ
れている。更に、上記浮床構造において、床面の
中央部は衝撃の吸収を良くするために厚い緩衝材
bが配される一方、壁際等の部屋の周辺部には根
太材eを安定して配設するために薄層の緩衝材f
が配されている。そして、上記根太材e及び各支
持材cの上面がパーテイクルボード等の剛性の高
い上記床パネルdで結合されている。
In this floating floor structure, as shown in FIG. 13, a cushioning material b such as glass wool mat is placed on a floor substrate a such as a concrete floor slab, and a floor panel d is placed on the cushioning material b via a supporting material c. is placed and formed. Furthermore, in the above-mentioned floating floor structure, a thick cushioning material b is arranged in the center of the floor surface to improve shock absorption, while joists e are stably arranged in the periphery of the room, such as near the walls. A thin layer of cushioning material f
are arranged. The upper surfaces of the joist material e and each support material c are connected by the highly rigid floor panel d, such as particle board.

従つて、上記床パネルd上で子供が飛び跳ねた
りすることにより生ずる衝撃力はグラスウール等
の緩衝材bの緩衝性によつて吸収緩和されること
になり、床下地aに伝播することが少なく、階下
に放出される床衝撃音を気にならない程度にまで
低下させている。
Therefore, the impact force caused by a child jumping on the floor panel d is absorbed and alleviated by the cushioning properties of the cushioning material b, such as glass wool, and is less likely to be transmitted to the floor substratum a. Floor impact noise emitted downstairs has been reduced to an unnoticeable level.

(発明が解決しようとする課題) 上述した浮床構造において、子供が椅子等から
飛び降りるような重量床衝撃力が部屋の中央部分
で加わると、上述の如くその衝撃力は十分に吸収
されることになる。しかしながら、上記重量衝撃
力が第13図に矢符Aで示すように部屋の隅部、
例えば壁から1m前後の位置に加わると、床パネ
ルdと根太材eとが直結されているために床パネ
ルdの曲げ変形に伴って壁際の根太材eが上下振
動を生起することになる。特に、この根太材eは
家具等を配置した際に沈み込みが小さくなるよう
に薄い緩衝材fを用いて設置されているため、こ
の根太材eの振動が床下地aに伝播してしまい易
くなり、衝撃音が助長され階下の部屋における天
井の隅部付近で放射音が大きくなつてしまうとい
う欠点があつた(第13図B参照)。
(Problem to be Solved by the Invention) In the floating floor structure described above, if a heavy floor impact force such as a child jumping off a chair etc. is applied in the center of the room, the impact force will be sufficiently absorbed as described above. Become. However, the weight impact force is applied to the corner of the room as shown by arrow A in FIG.
For example, if it is applied at a position approximately 1 m from the wall, the floor panel d and the joist e are directly connected, so the joist e near the wall will cause vertical vibration due to the bending deformation of the floor panel d. In particular, this joist e is installed using a thin cushioning material f to minimize sinking when furniture etc. are placed, so the vibration of this joist e is likely to propagate to the subfloor a. This had the disadvantage that the impact sound was amplified and the radiated sound became louder near the corners of the ceiling in the downstairs room (see Figure 13B).

本発明は、斯かる点に鑑み、床パネルと根太材
とを分離させ、間接的に接合することにより、床
パネルの変形が根太材に作用しないようにして、
壁際等の部屋の周辺部における床衝撃音の問題を
解消することを目的とするものである。
In view of this, the present invention separates the floor panel and the joists and connects them indirectly, so that the deformation of the floor panel does not affect the joists.
The purpose of this is to solve the problem of floor impact noise in the periphery of the room, such as near walls.

(課題を解決するための手段) 上記目的を達成するために、本発明では、部屋
の周辺部において床衝撃力が床パネルに加わつて
該床パネルが曲げ変形したときに、この床パネル
の曲げ変形を吸収することによつて根太材の上下
振動を防止することにある。
(Means for Solving the Problems) In order to achieve the above object, in the present invention, when a floor impact force is applied to a floor panel in the periphery of a room and the floor panel is bent and deformed, the floor panel is bent. The purpose is to prevent vertical vibration of the joists by absorbing deformation.

具体的に、本発明の講じた解決手段は、床下地
上にグラスウールマツト等の緩衝材を介して剛性
板よりなる床パネルが複数枚敷設され、該床パネ
ル上に適宜仕上げ材が施工されてなる浮床構造を
前提としている。そして、部屋の周辺部に適宜緩
衝材を介して根太材が配設されている。更に、上
記床パネルの端部は該根太材より適宜寸法を離し
て敷設されている。また、上記根太材上面と床パ
ネルとは該床パネルの曲げ変形を吸収する曲げ剛
性の低い板状体にて結合される構成としたもので
ある。
Specifically, the solution taken by the present invention is that a plurality of floor panels made of rigid boards are laid on the subfloor through cushioning materials such as glass wool mats, and finishing materials are applied as appropriate on the floor panels. It assumes a floating floor structure. Joists are placed around the periphery of the room with appropriate cushioning material in between. Furthermore, the end portions of the floor panels are laid at an appropriate distance from the joists. Further, the upper surface of the joist and the floor panel are connected by a plate-shaped body having low bending rigidity that absorbs bending deformation of the floor panel.

(作用) 上記構成により、本発明では、部屋の壁際など
部屋の周辺部において重量床衝撃力が加わつた
際、床パネルが曲げ変形することになるが、板状
体を柔軟で床パネルより曲げ剛性を低く構成して
上記床パネルの曲げ変形を吸収することにより、
板状体の床パネル側の端部は該床パネルと共に変
位しても根太材側の端部はさほど変位しないの
で、根太材の上下振動が軽減されることになる。
従つて、部屋中央部の床パネルのみが厚い緩衝材
上で上下振動して床衝撃力を吸収することにな
り、上記根太材にはほとんど床衝撃力が伝播しな
いので、薄い緩衝材を用いても床下地に振動が伝
達することは少なく、よつて、階下の部屋におけ
る天井の隅部付近からの放射音が低減されること
になる。
(Function) With the above configuration, in the present invention, the floor panel is bent and deformed when a heavy floor impact force is applied at the periphery of the room such as near the wall of the room, but the plate-like body is flexible and bends more than the floor panel. By absorbing the bending deformation of the floor panel by configuring it with low rigidity,
Even if the end of the plate-like body on the floor panel side is displaced together with the floor panel, the end on the joist side does not displace much, so vertical vibration of the joist is reduced.
Therefore, only the floor panel in the center of the room vibrates vertically on the thick cushioning material and absorbs the floor impact force, and since the floor impact force is hardly transmitted to the joists, thin cushioning material is used. However, vibrations are less likely to be transmitted to the subfloor, and therefore the sound radiated from around the corner of the ceiling in the downstairs room is reduced.

(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) Hereinafter, an example of the present invention will be described based on the drawings.

第1図は本発明の実施例に係る浮床構造を示
す。同図において、1はコンクリート床スラブ等
の床下地であつて、該床下地1の端部に連続して
壁2が立設され、上記床下地1及び壁2で囲まれ
る空間が集合住宅等における部屋3となつてお
り、上記床下地1の下面が階下の部屋3の天井で
ある。
FIG. 1 shows a floating floor structure according to an embodiment of the present invention. In the figure, reference numeral 1 denotes a subfloor such as a concrete floor slab, and a wall 2 is continuously erected at the end of the subfloor 1, and the space surrounded by the subfloor 1 and wall 2 is a housing complex, etc. The lower surface of the subfloor 1 is the ceiling of the room 3 downstairs.

上記床下地1上には、グラスウールマツト又は
ロツクウールマツト等の繊維質よりなる厚手の緩
衝材4が配設され、該緩衝材4上には床根太等の
支持材5が適宜な間隔を存して配置され、該支持
材5上には床パネル6が複数枚並設されて該支持
材5に敷設固定されている。該床パネル6は、例
えば厚さ15mm以上の合板、パーテイクルボード、
木質セメント板等の木質板あるいはスレートやセ
メント板、更にはこれらの複合材などより形成さ
れ、剛性の高い剛性板が用いられている。更に、
該床パネル6上には木質等の仕上げ材7が配設さ
れて浮床構造を構成している。
A thick cushioning material 4 made of fibrous material such as glass wool mat or rock wool mat is arranged on the floor substrate 1, and supporting materials 5 such as floor joists are placed on the cushioning material 4 at appropriate intervals. A plurality of floor panels 6 are arranged in parallel on the support material 5 and are laid and fixed to the support material 5. The floor panel 6 is made of, for example, plywood, particle board, or particle board with a thickness of 15 mm or more.
A highly rigid board made of a wood board such as a wood cement board, slate, a cement board, or a composite material thereof is used. Furthermore,
A finishing material 7 made of wood or the like is placed on the floor panel 6 to form a floating floor structure.

上記緩衝材4の端部は部屋3の周辺部において
壁2等より離れて設けられ、この厚手の緩衝材4
は部屋3の中央部分のみに配設されている。そし
て、上記緩衝材4の端部と壁2との間隙には薄手
の緩衝材8が壁2等の立上り面に亘つて配設さ
れ、該緩衝材8上に根太材9が配設されている。
The end of the cushioning material 4 is provided at a distance from the wall 2 etc. in the periphery of the room 3, and this thick cushioning material 4
is located only in the center of room 3. A thin cushioning material 8 is disposed in the gap between the end of the cushioning material 4 and the wall 2, and extends over the rising surface of the wall 2, etc., and a joist material 9 is disposed on the cushioning material 8. There is.

一方、上記床パネル6の端部は、本発明の特徴
として上記根太材9より適宜寸法を離して敷設さ
れ、該床パネル6は部屋3の中央部分にのみ配置
され、該床パネル6と根太材9の上面とは床パネ
ル6の曲げ変形を吸収する板状体10によつて接
合材11を介して結合されている。即ち、該接合
材11は床パネル6の端部にほぼ半分が嵌入固定
されており、該接合材11の外側半分の上面から
根太材9の上面に亘つて板状体10が床パネル6
と面一状に固着されている。そして、上記板状体
10は、本発明の最重要点で、床パネル6より曲
げ剛性が低く、柔軟で比較的屈曲しやすい板状で
形成されており、例えば、厚さ9mm以下の薄物合
板で形成され、床パネル6が床衝撃力で曲げ変形
しても板状体10において接合材11との接合端
部側のみ床パネル6に追従して変位し、根太材9
との接合端部側はほとんど変位しないように構成
されている。
On the other hand, as a feature of the present invention, the ends of the floor panel 6 are laid at an appropriate distance from the joists 9, and the floor panel 6 is placed only in the center of the room 3, and the floor panel 6 and the joists The upper surface of the material 9 is connected to the upper surface of the floor panel 6 via a bonding material 11 by a plate-like member 10 that absorbs bending deformation of the floor panel 6. That is, approximately half of the bonding material 11 is fitted and fixed to the end of the floor panel 6, and the plate-like body 10 is attached to the floor panel 6 from the upper surface of the outer half of the bonding material 11 to the upper surface of the joist 9.
and are fixed flush. The plate-like body 10 is the most important aspect of the present invention, and is formed of a plate-like material that has lower bending rigidity than the floor panel 6, is flexible and relatively easy to bend, and is made of, for example, thin plywood with a thickness of 9 mm or less. Even if the floor panel 6 is bent and deformed due to floor impact force, only the joint end side of the plate body 10 with the joint material 11 will follow the floor panel 6 and be displaced, and the joist material 9 will be displaced.
The joint end side is configured so that there is almost no displacement.

従つて、第2図に示すように、部屋3の周辺部
において、重量床衝撃力Pが床パネル6の縁部に
加わつた際、例えば、子供が椅子等から飛び降り
るような衝撃力Pが壁2より1m前後の位置に加
わつた際、床パネル6の衝撃作用部分は厚手の緩
衝材4を介して沈み込み、その後、第3図に示す
ように沈み込んだ反動によりやや浮き上り、上下
振動を起すことになる。そして、床パネル6の端
部は根太材9に対して上下動することになる。そ
の際、板状体10が床パネル6より曲げ剛性の低
い柔軟な板材で形成されているので、板状体10
の床パネル6側の接合端部は床パネル6に伴つて
上下動するものの、中央部分で容易に湾曲してそ
の上下動を吸収し、根太材9側の接合端部はほと
んど変位することがない。よつて、床パネル6の
みが厚手の緩衝材4上で上下振動して床衝撃力P
を吸収することになり、根太材9は何ら上下振動
を起すことがないので、床下地1に根太材9の振
動が伝播することは少なく、階下の部屋3におけ
る天井の隅部付近(第1図c部参照)での放射音
が大きくなることを防止することができ、遮音性
能の向上を図ることができる。
Therefore, as shown in FIG. 2, when a heavy floor impact force P is applied to the edge of the floor panel 6 in the periphery of the room 3, for example, the impact force P caused by a child jumping off a chair or the like is applied to the wall. 2, the impact acting part of the floor panel 6 sinks through the thick cushioning material 4, and then rises slightly due to the reaction of the sinking, as shown in Figure 3, causing vertical vibration. will occur. Then, the end portion of the floor panel 6 will move up and down with respect to the joist material 9. At this time, since the plate-like body 10 is formed of a flexible plate material with lower bending rigidity than the floor panel 6, the plate-like body 10
Although the joint end on the floor panel 6 side moves up and down with the floor panel 6, it easily curves at the center to absorb the vertical movement, and the joint end on the joist material 9 side hardly moves. do not have. Therefore, only the floor panel 6 vibrates vertically on the thick cushioning material 4, resulting in floor impact force P.
Since the joists 9 do not cause any vertical vibration, the vibrations of the joists 9 are less likely to propagate to the subfloor 1, and the (see part c in the figure) can be prevented from becoming louder, and the sound insulation performance can be improved.

尚、上記床パネル6と根太材9との間隔は床パ
ネル6の振動や変形を絶縁するために30mm以上と
することが好ましく、一方、家具等の重量物を設
置した際に板状体10の撓みが大きくならないよ
うに200mm以内とすることが好ましい。
The distance between the floor panel 6 and the joist 9 is preferably 30 mm or more in order to insulate the floor panel 6 from vibration and deformation. It is preferable to keep it within 200mm to prevent the deflection from becoming large.

第4図〜第6図は他の板状体12,13,14
を示している。第4図の板状体12は平板12a
の下面に切欠き溝12bを多数並列に刳設して形
成されたものである。また、第5図の板状体13
は2枚の単板13a,13a間にゴムシート13
bをサンドウイツチ状に挾み込んで形成されたも
のである。また、第6図の板状体14は1枚の平
板14aに上下に貫通する貫通孔14bを多数穿
設して形成されたものである。そして、これら各
板状体12,13,14はいずれも床パネル6よ
り曲げ剛性を低くし、容易に屈曲して床パネル6
の曲げ変形を吸収するように構成されている。
Figures 4 to 6 show other plate-like bodies 12, 13, 14.
It shows. The plate-like body 12 in FIG. 4 is a flat plate 12a.
It is formed by forming a large number of notch grooves 12b in parallel on the lower surface of the holder. In addition, the plate-like body 13 in FIG.
is a rubber sheet 13 between two veneers 13a, 13a.
It is formed by sandwiching b into a sandwich. Further, the plate-like body 14 shown in FIG. 6 is formed by drilling a large number of through-holes 14b vertically through one flat plate 14a. Each of these plate-like bodies 12, 13, and 14 has a bending rigidity lower than that of the floor panel 6, and is easily bent.
The structure is designed to absorb bending deformation.

また、第7図〜第9図は他の板状体15,1
6,17の取付状態を示す。第7図の板状体15
は床パネル6側の接合端部が該床パネル6に直接
接合されたものである。つまり、第1図に示す板
状体10は床パネル6に接合材11を介して接合
されているのに代り、床パネル6の上部端縁にL
字状の段差部6aが形成され、該段差部6aから
根太材9の上面に亘つて板状体15が接合されて
いる。また、第8図の板状体16は第1図の板状
体10と接合材11とを一体にしたもので、水平
部16aの内端から垂直部16bを介して嵌合部
16cが連接されて鉤状に形成され、該嵌合部1
6cが床パネル6の端部に嵌入されて該板状体1
6が床パネル6に接合されている。そして、これ
ら板状体15,16は第1図に適用した薄物合板
の板状体10の他、第4図〜第6図に示す各種の
板状体12,13,14のいずれを適用してもよ
く、床パネル6の曲げ変形を吸収することにな
る。
In addition, FIGS. 7 to 9 show other plate-like bodies 15, 1.
6 and 17 are shown in the attached state. Plate-shaped body 15 in FIG.
The joint end on the floor panel 6 side is directly joined to the floor panel 6. That is, instead of being joined to the floor panel 6 via the bonding material 11, the plate-like body 10 shown in FIG.
A letter-shaped step portion 6a is formed, and a plate-like member 15 is joined from the step portion 6a to the upper surface of the joist material 9. Further, the plate-like body 16 shown in FIG. 8 is made by integrating the plate-like body 10 shown in FIG. and is formed into a hook shape, and the fitting part 1
6c is fitted into the end of the floor panel 6 to form the plate-like body 1.
6 is joined to the floor panel 6. These plate-like bodies 15 and 16 may be any of the various plate-like bodies 12, 13, and 14 shown in Figs. 4 to 6, in addition to the thin plywood plate 10 shown in Fig. 1. The bending deformation of the floor panel 6 can be absorbed.

また、第9図の板状体17は第1図に示す仕上
げ材7を兼用しており、根太材9の上面から床パ
ネル6の上面全体に亘つて敷設されている。そし
て、該板状体17は平板17aの下面には凹溝1
7bが所定間隔を存して刳設されて成り、全体が
床パネル6より曲げ剛性が低く、容易に屈曲する
ように形成されている。
The plate-like member 17 shown in FIG. 9 also serves as the finishing material 7 shown in FIG. 1, and is laid from the upper surface of the joist 9 to the entire upper surface of the floor panel 6. The plate-like body 17 has a concave groove 1 on the lower surface of the flat plate 17a.
7b are cut out at predetermined intervals, and the whole is formed to have lower bending rigidity than the floor panel 6 and to be easily bent.

第10図及び第11図は他の床パネル18,1
9を示している。第10図の床パネル18は内部
全体が充密したパネル材18aに上下に貫通する
空気逃げ孔18bが多数穿設されて形成されたも
のである。また、第11図の床パネル19は上下
の面材19a,19b間に棧木19cが適宜な間
隔を存して介設され、該棧木19c間が中空孔1
9dとなり、該中空孔19dが両側に開口される
一方、下方面材19bには床パネル19の下方と
中空孔19dとを連通する通気孔19eが多数穿
設されて構成されている。これらの床パネル1
8,19を用いた場合、床衝撃力が作用して床パ
ネル18,19が沈み込んだ際、床パネル18,
19の下方の空気が圧縮されることになるが、こ
の圧縮空気は、第10図の床パネル18にあつて
は空気逃げ孔18bを介して上方に、第11図の
床パネル19にあつては通気孔19e及び中空孔
19dを介して側方に流出することになるので、
床パネル18,19下方の空気圧上昇に伴う反動
や振動の増幅がなく、床面全体が低い周波数で緩
やかに振動することになる。
Figures 10 and 11 show other floor panels 18, 1.
9 is shown. The floor panel 18 shown in FIG. 10 is formed by punching a large number of air escape holes 18b vertically penetrating a panel material 18a that is completely filled inside. In addition, in the floor panel 19 shown in FIG. 11, a crosspiece 19c is interposed between the upper and lower surface members 19a and 19b at an appropriate interval, and between the crosspieces 19c there is a hollow hole 1.
9d, and the hollow hole 19d is opened on both sides, while the lower panel 19b is configured with a large number of ventilation holes 19e that communicate the lower part of the floor panel 19 and the hollow hole 19d. These floor panels 1
8, 19, when the floor panels 18, 19 sink due to the floor impact force, the floor panels 18, 19 sink.
The air below 19 will be compressed, and this compressed air will flow upward through the air escape hole 18b in the floor panel 18 of FIG. will flow out to the side through the ventilation hole 19e and hollow hole 19d,
There is no recoil or vibration amplification due to the rise in air pressure below the floor panels 18, 19, and the entire floor vibrates gently at a low frequency.

従つて、上記床パネル18,19のように中空
孔19d等を形成することにより、床パネル1
8,19は60Hz以下の人間の耳では聞き取り難い
ような低周波振動で緩やかに振動し、階下の部屋
3への放出音を小さくさせることができると共
に、壁3際などの根太材9と連結している板状体
10,12〜17に対しても無理な曲げ応力が作
用せず、該板状体10,12〜17の曲げ変形の
繰り返しによる疲労をも小さくすることができ
る。
Therefore, by forming the hollow holes 19d etc. in the floor panels 18 and 19, the floor panel 1
8 and 19 gently vibrate at low frequency vibrations below 60 Hz that are difficult for the human ear to hear, and can reduce the sound emitted to the room 3 downstairs, and are connected to the joist material 9 such as the wall 3. Unreasonable bending stress does not act on the plate-like bodies 10, 12-17 which are bent, and fatigue due to repeated bending deformation of the plate-like bodies 10, 12-17 can be reduced.

また、第10図に示す床パネル18の場合、仕
上げ材7は通気性のあるカーペツト等を適用する
か、第9図に示すように溝付の板状体17を適用
する。そして、この第9図に示すように溝付の板
状体17と床パネル18とを組合わせると、床パ
ネル18の下方の空気は空気逃げ孔18bから凹
溝17bを通つて流出するのて、空気の流出効果
が高まり、振動をより小さくすることができる。
In the case of the floor panel 18 shown in FIG. 10, the finishing material 7 may be a breathable carpet or the like, or a grooved plate 17 may be used as shown in FIG. When the grooved plate member 17 and the floor panel 18 are combined as shown in FIG. , the air outflow effect is enhanced and vibrations can be further reduced.

(実験例) 次に、具体的に、床下地1としてコンクリート
スラブで厚さ150mmとし、緩衝材4としてグラス
ウールマツトで厚さ50mm(64Kg/m3品)とし、床
パネルとして第11図に示す床パネル19を用い
その面材19a,19bの厚さ20mm及び棧材19
cの厚さ12mmで、且つ通気孔19eの直径10mmで
200個、支持材5の厚さ18mmとし、仕上げ材7と
して裏溝付木質材で厚さ15mmとし、更に、根太材
9を設け、緩衝材8としてグラスウールで厚さ12
mm(96Kg/m3品)とする。そして、根太材9と床
パネル6との間隔を50mmに設定し、板状体14は
第6図に示すように厚さ9mmの合板で、直径10mm
の貫通孔14bを2列に穿設したものを適用し
た。そこで、壁2際より1mの点にJISで規定さ
れている重量衝撃音発生装置にて衝撃力Pを加
え、階下の部屋3より床衝撃音を測定したとこ
ろ、第12図D線で示すような遮音性能を得た。
これに対し、本発明の実施例と比較するため、比
較例1として第13図に示すようにパーテイクル
ボードよりなる床パネルdを根太材eに直接接合
したもの、及び比較例2として上記本発明実験例
で用いた床パネル19(第11図のもの)を根太
材に直接接合したものを用いた場合のそれぞれの
遮音性を測定したところ、第12図E線及びF線
で示す結果となつた。
(Experiment example) Next, concrete slabs were made to have a thickness of 150 mm as the floor base 1, glass wool mats were made to have a thickness of 50 mm (64 kg/m 3 items) as the cushioning material 4, and the floor panels were made as shown in Figure 11. Using the floor panel 19, the thickness of the facing materials 19a and 19b is 20 mm and the timber 19
The thickness of c is 12 mm, and the diameter of vent hole 19e is 10 mm.
200 pieces, the support material 5 is 18 mm thick, the finishing material 7 is a wood material with back grooves and the thickness is 15 mm, the joist material 9 is provided, and the cushioning material 8 is glass wool with a thickness of 12 mm.
mm (96Kg/m 3 items). Then, the interval between the joists 9 and the floor panel 6 is set to 50 mm, and the plate-shaped body 14 is made of plywood with a thickness of 9 mm and a diameter of 10 mm, as shown in FIG.
Two rows of through holes 14b were formed. Therefore, an impact force P was applied to a point 1m from the wall 2 using a weight impact sound generator specified by JIS, and the floor impact sound was measured from downstairs room 3, as shown by line D in Figure 12. Achieved excellent sound insulation performance.
On the other hand, in order to compare with the examples of the present invention, as a comparative example 1, a floor panel d made of particle board was directly joined to a joist e as shown in FIG. When we measured the sound insulation properties of the floor panel 19 used in the invention experiment example (the one in Figure 11) directly bonded to the joists, we found the results shown by lines E and F in Figure 12. Summer.

この第12図から明らかなように、本発明の実
施例では床パネル19の変形は板状体14で吸収
されるので、床パネル19の振動は根太材9に伝
播しなくなり、該根太材19が振動しないから、
遮音性能が向上する一方、比較例1では際根太部
及び床パネルによる吸収が小さく、また比較例2
では床パネルによる吸収はあるものの、際根太部
での吸収が小さいものとなる。従つて、比較例1
の遮音等級がL−53で、比較例2の遮音等級がL
−50であるのに比し、本発明の実施例では遮音等
級がL−45まで軽減され、床衝撃音が著しく低減
されることになる。
As is clear from FIG. 12, in the embodiment of the present invention, the deformation of the floor panel 19 is absorbed by the plate member 14, so the vibration of the floor panel 19 is no longer propagated to the joists 9, and the joists 19 Because it doesn't vibrate,
While the sound insulation performance is improved, in Comparative Example 1, absorption by the edge joists and floor panels is small, and in Comparative Example 2, the absorption by the edge joists and floor panels is small.
In this case, although there is some absorption by the floor panels, the absorption at the edge joists is small. Therefore, Comparative Example 1
The sound insulation grade of Comparative Example 2 is L-53, and the sound insulation grade of Comparative Example 2 is L-53.
-50, in the example of the present invention, the sound insulation grade is reduced to L-45, resulting in a significant reduction in floor impact noise.

(発明の効果) 以上のように、本発明の浮床構造によれば、床
パネルの端部を部屋の周辺部に配設された根太材
より適宜寸法を離して敷設し、該根太材上面と床
パネルとを該床パネルの曲げ変形を吸収する曲げ
剛性の低い板状体にて結合したために、部屋の隅
部、例えば壁より1m前後の位置に重量床衝撃力
が加わり、床パネルが曲げ変形を生起してもその
変形を板状体が吸収するので、根太材に床パネル
の変形による影響が及ぶことがなく、根太材の上
下振動を軽減することができる。よつて、床パネ
ルの振動が根太材を介して床下地に伝播すること
が少ないから、階下の部屋において天井の隅部付
近からの放射音を低減することができ、優れた遮
音性能を発揮することができる。
(Effects of the Invention) As described above, according to the floating floor structure of the present invention, the ends of the floor panels are laid at an appropriate distance from the joists arranged around the periphery of the room, and the upper surface of the joists Because the floor panel is connected to the floor panel using a plate-like body with low bending rigidity that absorbs the bending deformation of the floor panel, a heavy floor impact force is applied to the corner of the room, for example, at a position approximately 1 m from the wall, causing the floor panel to bend. Even if deformation occurs, the plate-like body absorbs the deformation, so the deformation of the floor panel does not affect the joists, and vertical vibration of the joists can be reduced. Therefore, the vibration of the floor panel is less likely to propagate through the joists to the subfloor, making it possible to reduce sound radiated from the corners of the ceiling in rooms downstairs, demonstrating excellent sound insulation performance. be able to.

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

第1図〜第11図は本発明の実施例を示し、第
1図は浮床構造の断面図、第2図及び第3図は床
衝撃力が加わつた状態を示す同断面図である。第
4図、第5図及び第6図は他の板状体を示す断面
図である。第7図、第8図及び第9図は他の板状
体の結合状態を示す断面図である。第10図及び
第11図は他の床パネルを示す断面図である。第
12図は本発明の実施例による遮音性能を比較例
と比較して示す測定結果図である。第13図は従
来の浮床構造を示す断面図である。 1……床下地、2……壁、3……部屋、4……
緩衝材、6,18,19……床パネル、7……仕
上げ材、8……緩衝材、9……根太材、10,1
2,13,14,15,16,17……板状体。
1 to 11 show embodiments of the present invention, in which FIG. 1 is a sectional view of a floating floor structure, and FIGS. 2 and 3 are sectional views of the same showing a state in which a floor impact force is applied. FIG. 4, FIG. 5, and FIG. 6 are sectional views showing other plate-like bodies. FIG. 7, FIG. 8, and FIG. 9 are cross-sectional views showing how other plate-like bodies are connected. FIGS. 10 and 11 are sectional views showing other floor panels. FIG. 12 is a measurement result diagram showing the sound insulation performance of the example of the present invention in comparison with a comparative example. FIG. 13 is a sectional view showing a conventional floating floor structure. 1...Floor base, 2...Wall, 3...Room, 4...
Cushioning material, 6, 18, 19... Floor panel, 7... Finishing material, 8... Cushioning material, 9... Joist material, 10, 1
2, 13, 14, 15, 16, 17... plate-shaped body.

Claims (1)

【特許請求の範囲】[Claims] 1 床下地上にグラスウールマツト等の緩衝材を
介して剛性板よりなる床パネルが複数枚敷設さ
れ、該床パネル上に適宜仕上げ材が施工されてな
る浮床構造において、部屋の周辺部に適宜緩衝材
を介して根太材が配設されると共に、上記床パネ
ルの端部が該根太材より適宜寸法を離して敷設さ
れ、かつ上記根太材上面と床パネルとが該床パネ
ルの曲げ変形を吸収する曲げ剛性の低い板状体に
て結合されていることを特徴とする浮床構造。
1. In a floating floor structure in which a plurality of floor panels made of rigid boards are laid on the floor sub-floor through cushioning materials such as glass wool mats, and appropriate finishing materials are applied on the floor panels, cushioning materials are placed as appropriate around the periphery of the room. A joist is placed through the joist, and the end of the floor panel is laid at an appropriate distance from the joist, and the upper surface of the joist and the floor panel absorb bending deformation of the floor panel. A floating floor structure characterized by being connected by plate-like bodies with low bending rigidity.
JP30951586A 1986-12-24 1986-12-24 Float floor structure Granted JPS63161257A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30951586A JPS63161257A (en) 1986-12-24 1986-12-24 Float floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30951586A JPS63161257A (en) 1986-12-24 1986-12-24 Float floor structure

Publications (2)

Publication Number Publication Date
JPS63161257A JPS63161257A (en) 1988-07-04
JPH051861B2 true JPH051861B2 (en) 1993-01-11

Family

ID=17993927

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30951586A Granted JPS63161257A (en) 1986-12-24 1986-12-24 Float floor structure

Country Status (1)

Country Link
JP (1) JPS63161257A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3649038B2 (en) * 1999-04-23 2005-05-18 松下電工株式会社 Soundproof flooring
JP4849157B2 (en) * 2009-07-23 2012-01-11 セイコーエプソン株式会社 Printer

Also Published As

Publication number Publication date
JPS63161257A (en) 1988-07-04

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