JPH0551745B2 - - Google Patents

Info

Publication number
JPH0551745B2
JPH0551745B2 JP62181375A JP18137587A JPH0551745B2 JP H0551745 B2 JPH0551745 B2 JP H0551745B2 JP 62181375 A JP62181375 A JP 62181375A JP 18137587 A JP18137587 A JP 18137587A JP H0551745 B2 JPH0551745 B2 JP H0551745B2
Authority
JP
Japan
Prior art keywords
floor
floor panel
panels
panel
support
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
JP62181375A
Other languages
Japanese (ja)
Other versions
JPS6424952A (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 JP18137587A priority Critical patent/JPS6424952A/en
Publication of JPS6424952A publication Critical patent/JPS6424952A/en
Publication of JPH0551745B2 publication Critical patent/JPH0551745B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、浮床構造に関し、特に床面の撓みに
よる振動や床パネル側面同志の摩擦による床鳴り
を生じ難くした防音性および歩行感に優れた浮床
構造に係るものである。
Detailed Description of the Invention (Industrial Field of Application) The present invention relates to a floating floor structure, and in particular has excellent soundproofing properties that reduce the occurrence of vibrations due to floor flexure and floor rumbling due to friction between side surfaces of floor panels, and excellent walking feel. This relates to a floating floor structure.

(従来の技術) 従来より、中層ないしは高層住宅の床の衝撃音
が階下に伝達するのを防止するために、第7図に
示すようにコンクリート床スラブa上にグラスウ
ール等の緩衝材bを配し、該緩衝材bの上に根太
等の支持体cを介して床パネルd,d…を並設し
た浮床の構造にすることが行われている。この浮
床の構造にすれば、床衝撃力が上記緩衝材bによ
つて吸収されて階下への衝撃音の伝達が軽減され
るという効果がある。
(Prior Art) Conventionally, in order to prevent the impact sound from the floors of mid-rise or high-rise residential buildings from being transmitted to the lower floors, a buffer material b such as glass wool has been placed on a concrete floor slab a as shown in Fig. 7. However, a floating floor structure is constructed in which floor panels d, d, etc. are arranged side by side on the cushioning material b via supports c such as floor joists. This floating floor structure has the effect that the floor impact force is absorbed by the cushioning material b, thereby reducing the transmission of impact noise to the downstairs.

(発明が解決しようとする課題) しかし、上記従来の浮床構造は、防音上、緩衝
効果の大きい柔軟な緩衝材bの上に床パネルdを
支持させているので、床衝撃力に対して床面が上
下振動しやすい。特に第8図の如く床パネルd,
dの接合部分に衝撃力Pが作用すると、該接合部
分の床パネル側面間の下側の〓間が拡がつて、上
面側の床パネル側面同志が摩擦し合うようにな
り、接合部分が沈み込む結果、床面が波打つよう
な振動が発生すると共に、床パネル側面同志の摩
擦による床鳴りが発生するという問題があつた。
(Problem to be Solved by the Invention) However, in the conventional floating floor structure described above, the floor panel d is supported on the flexible cushioning material b which has a large cushioning effect for soundproofing purposes, so the floor panel d is supported against the floor impact force. The surface tends to vibrate up and down. In particular, as shown in Fig. 8, the floor panel d,
When an impact force P acts on the joint d, the lower gap between the side surfaces of the floor panels at the joint widens, the upper side surfaces of the floor panels rub against each other, and the joint sinks. As a result, there were problems in that not only the floor surface rippled, but also the floor rumbled due to friction between the side surfaces of the floor panels.

このうち床パネル側面同志の摩擦による床鳴り
は、第7,8図の如く上記接合部分の床パネル
d,d側面間に所定の〓間eを設けて施工した
り、さらには該〓間eにゴム等の弾性材fを介在
させることで上記床パネル側面同志の摩擦の発生
をなくして解消することは可能である。しかし、
このように接合部分に弾性材fを介在しても、接
合部分の曲げ変形はそのままであり、床面の波打
ちによる振動が下方の緩衝材を介して床スラブa
に伝達して衝撃音が階下に放出され、接合部分に
おける衝撃力に対しては振動絶縁が十分にできな
いという問題が残る。また、上述の如く弾性材f
を介在させるための作業が面倒であり、施工性が
悪いという問題もある。
Among these, floor noise caused by friction between the side surfaces of the floor panels can be solved by providing a predetermined distance e between the side surfaces of the floor panels d and d at the joint portion as shown in Figures 7 and 8, or It is possible to eliminate the occurrence of friction between the side surfaces of the floor panels by interposing an elastic material f such as rubber. but,
Even if the elastic material f is interposed in the joint part in this way, the bending deformation of the joint part remains as is, and the vibration caused by the undulation of the floor surface is transmitted to the floor slab a through the lower cushioning material.
The problem remains that the impact sound is transmitted to the floor below and that vibration insulation is not sufficient against the impact force at the joints. In addition, as mentioned above, the elastic material f
There is also the problem that the work to intervene is troublesome and the workability is poor.

本発明はかかる点に鑑みてなされたものであ
り、上記の如く床パネルを緩衝材上に載置支持す
る支持体を利用し、該支持体に、接合部の撓みを
規制し、かつ接合部の〓間を一定に保持しながら
床パネルを安定支持して接合できる機能を持たせ
ることにより、接合部における床鳴りおよび床面
の波打ちによる振動を共に、施工性良く防止でき
るようにすることを目的とする。
The present invention has been made in view of this point, and utilizes a support for placing and supporting a floor panel on a cushioning material as described above, and has a structure in which the bending of the joint is regulated and the joint is By providing a function that allows the floor panels to be stably supported and joined while maintaining a constant distance between them, it is possible to prevent both floor noise at the joints and vibrations caused by floor undulations with good workability. purpose.

(課題を解決するための手段) 上記の目的を達成するため、本発明の講じた解
決手段は、床下地の上に緩衝材を敷設し、該緩衝
材の上に複数の床パネルを支持体を介して接合並
置し、該床パネル上に適宜床仕上げ材を施してな
る浮床構造を前提とする。
(Means for Solving the Problems) In order to achieve the above object, the solution taken by the present invention is to lay a cushioning material on a floor base, and place a plurality of floor panels on the cushioning material as a support. This assumes a floating floor structure in which the floor panels are connected and juxtaposed via the floor panels, and an appropriate floor finishing material is applied on the floor panels.

そして、上記支持体を、各床パネルの接合部下
方において緩衝材上に断続的に載置され、上面両
側に各床パネルの下面側端部を載置支持する載置
面を有する基板部と、該基板部の上面中央部に突
設され、両側面に上記載置面に載置された床パネ
ルの側面下部が当接する当接面を有する突起部と
からなるものとする。その上で、上記各床パネル
を、その側面下部を上記支持体の当接面に当接せ
しめかつ下面側端部を上記載置面に載置せしめた
状態で床パネル下面と載置面とを締結して、隣接
する床パネルの側面間に床パネル下方の空気を床
パネル上方に流通せしめるように上記突起部によ
る〓間を設けて接合する構成としたものである。
The support is intermittently placed on the cushioning material below the joint of each floor panel, and has a mounting surface on both sides of the upper surface for mounting and supporting the lower end of each floor panel. , a protrusion protruding from the center of the upper surface of the base plate part, and having contact surfaces on both side surfaces with which the lower side surfaces of the floor panel placed on the placement surface abut. Then, with the lower side of each of the floor panels in contact with the contact surface of the support and the lower end placed on the placement surface, the lower surface of the floor panel and the placement surface are connected. The structure is such that the two side surfaces of adjacent floor panels are joined with a gap formed by the protrusion so that the air below the floor panels can flow above the floor panels.

(作用) 上記の構成により、本発明では、各床パネル側
面間には支持体の突起部による〓間が自動的に形
成されているので、床パネル側面同志の摩擦によ
る床鳴りが生じることはない。しかも、接合部分
に床衝撃力が作用しても、接合部は上記突起部を
嵌合せしめた状態で結合されているので床パネル
上面側の〓間が狭まろうとするのが該突起部の当
接面で抑制されるとともに、床パネル下面側の〓
間が拡がろうとするのが基板部との締結で抑制さ
れることになり、その結果、接合部分の曲げ変形
が小さく抑えられて、床面に波打ちのような大き
な振動が生じることはない。
(Function) With the above configuration, in the present invention, a gap is automatically formed between the side surfaces of each floor panel by the protrusion of the support, so floor noise due to friction between the side surfaces of the floor panels will not occur. do not have. Moreover, even if a floor impact force is applied to the joint, the joint is connected with the projections fitted together, so the gap on the top surface of the floor panel tends to narrow. In addition to being suppressed by the contact surface, the bottom surface of the floor panel
The expansion of the gap is suppressed by the fastening with the base plate, and as a result, bending deformation of the joint portion is suppressed to a small level, and large vibrations such as undulations do not occur on the floor surface.

加えて、上記支持体が断続的に配置されて、床
パネル側面間の〓間と床パネル下方の空間とが連
通していることにより、床パネルに衝撃力が加わ
つたとき、該床パネル下方の空気を接合部分から
床パネル上方に抜いて拡散させることができるの
で、床パネル直下の空気圧の上昇を抑え、該空気
圧を介しての衝撃力の床下地への伝達を低減する
ことができる。
In addition, since the supports are disposed intermittently and the gap between the side surfaces of the floor panel communicates with the space below the floor panel, when an impact force is applied to the floor panel, the space below the floor panel Since the air can be extracted from the joint part above the floor panel and diffused, it is possible to suppress the increase in air pressure directly under the floor panel and reduce the transmission of impact force to the subfloor via the air pressure.

また、上記床鳴りおよび床面の波打ち振動の防
止は、上面両側に載置面を有する基板部と両側面
に当接面を有する突起部とからなる支持体を用い
ることによつてなされるので、新たな部材および
作業を要さず、施工性の悪化を招くことはない。
Further, the above-mentioned floor noise and floor waving vibration can be prevented by using a support body consisting of a base plate having a mounting surface on both sides of the upper surface and a protrusion having a contact surface on both sides. , does not require new members or work, and does not cause deterioration in workability.

(実施例) 以下、本発明の実施例について、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〜第3図において、1はコンクリート床
スラブ等よりなる床下地であつて、該床下地1上
には、グラスウールマツト、ロツクウールマツ
ト、発泡合成樹脂等よりなる緩衝材2が敷設さ
れ、該緩衝材2上には、多数の床パネル3,3…
が支持体4,4…を介して接合並置されている。
さらに、該床パネル3,3…の上には適宜床仕上
げ材5が施工されて浮床の構造に構築されてい
る。
In Figures 1 to 3, reference numeral 1 denotes a floor base made of a concrete floor slab or the like, and a cushioning material 2 made of glass wool mat, rock wool mat, foamed synthetic resin, etc. is laid on the floor base 1. , on the cushioning material 2 are a number of floor panels 3, 3...
are juxtaposed and bonded via supports 4, 4, . . .
Furthermore, a floor finishing material 5 is appropriately applied on the floor panels 3, 3, . . . to create a floating floor structure.

上記床パネル3としては、木製パネル(合板、
パーテイクルボード等)、木質セメント板あるい
はこれらとセメントパネルとの複合パネルが用い
られ、またこれらはソリツドパネルの他、中空パ
ネルや、パネル下面もしくは内部にパネル振動を
吸収する動吸振体を設けたものであつてもよい。
また、上記床仕上げ材5としては、第2,3図の
如く床パネル3上に薄い根太材5aを配し、その
上に木質フロア材5bを釘打ちにより施工したも
の、あるいは床パネル3上に薄板合板を全面に捨
て貼りしたのちカーペツトを施工したもの等が採
用される。
The floor panel 3 mentioned above is a wooden panel (plywood,
Particle boards, etc.), wood cement boards, or composite panels of these and cement panels are used.In addition to solid panels, these panels include hollow panels and dynamic vibration absorbers installed on the bottom or inside of the panels to absorb panel vibrations. It may be.
Further, as the floor finishing material 5, as shown in FIGS. 2 and 3, a thin joist material 5a is arranged on the floor panel 3, and a wooden floor material 5b is applied thereon by nailing, or A method is used in which thin plywood is pasted over the entire surface and then carpeted.

さらに、上記支持体4は、各床パネル3,3の
接合部下方に断続的に配列されていて、該接合部
下方の緩衝材2上に載置され、上面両側に各床パ
ネル3の下面側端部を載置支持する平坦な載置面
6a,6aを有する板状の基板部6と、該基板部
6の上面中央部に上方に突出し、両側面に上記載
置面6aに載置された床パネル3の側面下部が当
接する上記載置面6aとは垂直面をなす当接面7
a,7aを有する突起部7とが一体的に設けられ
てなる。そして、上記各床パネル3,3は、その
側面下部を上記支持体4の当接面7aに当接せし
め、かつ下面側端部を上記支持体4の載置面6a
に載置せしめた状態で各床パネル3下面と載置面
6aとが釘8打ち又はビス止め等によつて締結さ
れて、隣接する床パネル3,3の側面間に床パネ
ル3下方の空気を床パネル3上方に流通せしめる
ように上記突起部7による〓間9を設けて接合さ
れている。
Furthermore, the supports 4 are disposed intermittently below the joints of the floor panels 3, 3, are placed on the cushioning material 2 below the joints, and are placed on both sides of the top surface of the bottom surface of each floor panel 3. A plate-shaped substrate section 6 having flat mounting surfaces 6a, 6a for mounting and supporting the side ends, and a plate-shaped substrate section 6 that protrudes upward at the center of the upper surface of the substrate section 6 and is mounted on both sides on the above-mentioned mounting surface 6a. A contact surface 7 that is perpendicular to the above-mentioned placement surface 6a on which the lower side surface of the floor panel 3 contacts
The protrusion 7 having the protrusions a and 7a are integrally provided. Each of the floor panels 3, 3 has its lower side surface abutted against the contact surface 7a of the support 4, and its lower end portion is brought into contact with the mounting surface 6a of the support 4.
The lower surface of each floor panel 3 and the mounting surface 6a are fastened together with nails or screws, and the air below the floor panel 3 is connected between the side surfaces of the adjacent floor panels 3, 3. They are joined with a gap 9 formed by the protrusion 7 so as to allow the flow to flow above the floor panel 3.

上記支持体4は基板部6と突起部7とを一体形
成してもよく、また別体で形成してもよい。また
基板部6の材料としては合板等の木質材、金属、
プラスチツク、木質セメント板等が用いられ、ま
た突起部7の材料としては上記基板部6と同質又
は異種材料が用いられ、圧縮で潰れない硬質の材
料であればよい。この場合、上記突起部7のサイ
ズは幅が約5〜30mmで、高さが床パネル3の厚さ
以下で床パネル3のほぼ半分の厚さに設定されて
いる。さらに、上記支持体4は、図示の如く接合
部の床パネル3下面に部分的に配するブロツク状
のものに限らず、長方体状のものでも支持体4,
4間に〓間が生じるように断続的に配するように
してもよい。また、上記支持体4としては、第4
図に示すように基板部6の上面中央部に1つの突
起体よりなる突起部7を設けたものの他、第5図
に示すように1対の突起片によつて突起部7を形
成したものであつてもよい。
The support body 4 may have the substrate portion 6 and the projection portion 7 formed integrally with each other, or may be formed separately. In addition, the material for the substrate portion 6 may be wood materials such as plywood, metal,
Plastic, wood cement board, etc. are used, and the material for the protrusion 7 may be the same as or different from the substrate 6, as long as it is a hard material that does not collapse under compression. In this case, the protrusion 7 has a width of approximately 5 to 30 mm, a height that is less than the thickness of the floor panel 3, and approximately half the thickness of the floor panel 3. Furthermore, the support 4 is not limited to a block-shaped support partially disposed on the lower surface of the floor panel 3 at the joint portion as shown in the figure, but may also be a rectangular support 4.
They may be arranged intermittently so that there are gaps between the four. Moreover, as the support body 4, a fourth
In addition to the one in which a protrusion 7 consisting of a single protrusion is provided at the center of the upper surface of the base plate 6 as shown in the figure, the protrusion 7 is formed by a pair of protrusion pieces as shown in Fig. 5. It may be.

したがつて、各床パネル3,3の接合部分にお
いて、各床パネル3,3の側面間にはその接合施
工によつて突起部7による〓間9が自動的に形成
されるので、従来の如く床パネル側面同志の摩擦
による床鳴りを生じることはなく、防音性に優れ
ている。さらに、接合部分に床衝撃力が作用して
も、この接合部は突起部7を嵌合せしめた状態で
結合された構造であるので、床パネル上面側の〓
間9が狭まろうとするのが突起部7の両当接面7
a,7aで抑制されるとともに、床パネル下面側
の間隔9が拡がろうとするのが基板部6の載置面
6aとの締結によつて抑制されるので、接合部分
の曲げ変形を小さく抑えることができ、床面に波
打ちのような大きな振動が生じることがなく、歩
行感に優れているとともに衝撃音の階下への放出
を低減することができる。
Therefore, at the joint portion of each floor panel 3, 3, a gap 9 by the protrusion 7 is automatically formed between the side surfaces of each floor panel 3, 3 by the joint construction, so that the conventional method is not possible. As a result, there is no floor noise due to friction between the side surfaces of the floor panels, and the floor panel has excellent soundproofing properties. Furthermore, even if a floor impact force is applied to the joint part, since the joint part is connected with the protrusion 7 fitted, the upper surface side of the floor panel
It is on both abutting surfaces 7 of the protrusion 7 that the gap 9 tends to narrow.
a, 7a, and the expansion of the interval 9 on the lower surface side of the floor panel is suppressed by the fastening of the board part 6 to the mounting surface 6a, so bending deformation of the joint part is suppressed to a small level. This eliminates the occurrence of large vibrations such as undulations on the floor surface, providing an excellent walking feel and reducing the emission of impact noise downstairs.

また、上述の如く床パネル3を緩衝材2上に載
置支持する支持体4を用いて、床鳴りや波打ち振
動を生じることなく床パネル3,3を安定支持し
て接合できるので、新たな部材や作業の追加なく
施工でき、施工性の悪化を招くことはない。
In addition, as described above, by using the support 4 that supports the floor panel 3 on the cushioning material 2, the floor panels 3, 3 can be stably supported and joined without causing any floor noise or waving vibration. It can be constructed without the need for additional parts or work, and does not cause deterioration in workability.

さらに、第3図に示すように、接合部における
床パネル3,3側面間の突起部7による〓間9を
床下配線10や床下配管のスペースとしても利用
できる。また、この場合、配線や配管の工事およ
びメインテナンスを床パネル3を取り除くことな
く行うことができるので有利である。
Furthermore, as shown in FIG. 3, the space 9 between the floor panels 3 and the protrusion 7 between the side surfaces of the floor panels 3 at the joint portion can be used as a space for underfloor wiring 10 and underfloor piping. Further, in this case, it is advantageous that wiring and piping work and maintenance can be performed without removing the floor panel 3.

加えて、上記支持体4が断続的に配設されて、
床パネル3,3側面間の〓間9と床パネル3下方
の空間とが連通していることにより、床パネル3
に衝撃力が加わつたとき、該床パネル3下方の空
気を第2図で矢符Aで示すように接合部分から床
パネル3上方に抜いて拡散させ、床パネル3直下
の空気圧の上昇を抑えることができるので、該空
気圧を介しての衝撃力の床下地1への伝達を低減
して、防音性を一層向上させることができる。
In addition, the supports 4 are disposed intermittently,
Because the space 9 between the floor panels 3 and the 3 side surfaces communicates with the space below the floor panel 3, the floor panel 3
When an impact force is applied to the floor panel 3, the air below the floor panel 3 is pulled out from the joint part to the top of the floor panel 3 as shown by arrow A in FIG. Therefore, the transmission of impact force to the subfloor 1 via the air pressure can be reduced, and soundproofing properties can be further improved.

次に、具体的に、厚さ150mmのコンクリート床
スラブ上に64Kg/m3のグラスウールを50mm厚さに
配置し、この上に、基板部が100×120mmで突起部
が幅20mm、高さ12mmの一体形の合板製支持体を
450mm毎に配置し、さらにこの支持体上に、床パ
ネルとして厚さ50mm、1800×450mmサイズの木製
中空パネルを載置しかつ上面からビス止めにより
接合施工して浮床を構成した。
Next, concretely, 64Kg/m 3 glass wool was placed to a thickness of 50mm on a 150mm thick concrete floor slab, and on top of this, the base part was 100 x 120mm, the protrusion was 20mm wide and 12mm high. integrated plywood support
They were arranged at intervals of 450 mm, and wooden hollow panels with a thickness of 50 mm and a size of 1800 x 450 mm were placed on these supports as floor panels, and they were joined from the top with screws to form a floating floor.

この浮床構造にJIS−A−1418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6図に示す如く日本建築
学会基準のL−49の遮音性能を得た。また、同時
に、接合部の撓みを測定するため、上記衝撃点よ
り300mm離れた床面にジユース罐を立てて加振後
の状態を見たところ、罐の転倒はなかつた。
By applying a heavy floor impact force in accordance with JIS-A-1418 to this floating floor structure, we measured the impact sound level of the floor impact sound in the downstairs area. As shown in Figure 6, the sound insulation performance of L-49 according to the Architectural Institute of Japan standard was achieved. Obtained. At the same time, in order to measure the deflection of the joint, a youth can was erected on the floor 300 mm away from the above-mentioned point of impact and the condition after the vibration was observed, and the can did not tip over.

これに対し、比較例として、突起部のない表面
が平坦な支持体の上に上記と同様の床パネルを床
パネル側面間に全長に亘つて10mm厚さのゴムシー
トを介在させて載置し、その他の条件は上記実施
例と同じの浮床に対し、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第6図の如く日本
建築学会基準のL−55の性能であり、また接合部
の撓み測定として衝撃点より300mm離れた床面に
立てたジユース罐の加振後の状態は、罐が転倒し
ており、表面の上下動が大きいことが確認され
た。尚、床スラブだけの衝撃音レベルは第6図の
如くL−60であつた。
In contrast, as a comparative example, a floor panel similar to the above was placed on a support with a flat surface without protrusions, with a 10 mm thick rubber sheet interposed between the sides of the floor panel over the entire length. , Other conditions were the same as in the above example, and the floor impact sound was measured by applying a heavy floor impact force to the floating floor.The measurement results of the impact sound level of the floor impact sound in the downstairs area were as shown in Figure 6. This is the performance of L-55 based on the Architectural Institute of Japan standard.Also, to measure the deflection of the joint, the state of the youth can after vibration, which was placed on the floor 300 mm away from the point of impact, was that the can had fallen over, and the top and bottom of the surface It was confirmed that the movement was large. The impact sound level of only the floor slab was L-60 as shown in Figure 6.

(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、緩衝材上に並設される床パネルの接合部分に
おいて、各床パネルを、断続的に配された支持体
によつて接合部の撓みを規制し、かつ接合部の〓
間を一定に保持しながら安定支持するとともに床
パネル下方の空気を上記〓間を介して床パネル上
方に流通可能に接合することができるので、床パ
ネルの接合部分に床衝撃力が作用しても、床パネ
ル側面同志の摩擦による床鳴りおよび床面の波打
つような振動の発生を共に抑制、防止できるとと
もに床パネル直下の空気圧の上昇を抑えて該空気
圧を介して衝撃力の床下地への伝達を低減でき、
よつて施工性を損うことなく防音性および歩行感
に優れたものを提供することができる。
(Effects of the Invention) As explained above, according to the floating floor structure of the present invention, each floor panel is supported by supports disposed intermittently at the joint portions of the floor panels arranged in parallel on the cushioning material. The bending of the joint is controlled by the joint, and the
It is possible to stably support the floor panel while maintaining a constant gap, and to connect the floor panel so that the air below the panel can flow through the gap above the floor panel, so that floor impact force does not act on the joint part of the floor panel. It is also possible to suppress and prevent the occurrence of floor rumble and rippling vibrations on the floor surface due to friction between the side surfaces of the floor panels, as well as to suppress the rise in air pressure directly under the floor panel and to transmit impact force to the subfloor through the air pressure. can reduce transmission,
As a result, it is possible to provide a structure with excellent soundproofing properties and a comfortable walking feel without impairing workability.

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

第1図は本発明の実施例の浮床構造を示す断面
図、第2図は同斜視図、第3図は同要部の拡大図
であり、第4図および第5図はそれぞれ支持体の
形状例を示す斜視図、第6図は重量床衝撃音の測
定結果図である。第7図および第8図はそれぞれ
従来の浮床構造を示す断面図およびその要部での
作動説明図である。 1……床下地、2……緩衝材、3……床パネ
ル、4……支持体、5……床仕上げ材、6……基
板部、6a……載置面、7……突起部、7a……
当接面、9……〓間。
FIG. 1 is a cross-sectional view showing a floating bed structure according to an embodiment of the present invention, FIG. 2 is a perspective view of the same, FIG. 3 is an enlarged view of the same essential parts, and FIGS. 4 and 5 are respective views of the support body. A perspective view showing an example of the shape, and FIG. 6 are measurement results of heavy floor impact sound. FIG. 7 and FIG. 8 are a sectional view showing a conventional floating floor structure and an explanatory view of the operation of its main parts, respectively. DESCRIPTION OF SYMBOLS 1... Floor base, 2... Cushioning material, 3... Floor panel, 4... Support, 5... Floor finishing material, 6... Substrate part, 6a... Placement surface, 7... Protrusion part, 7a...
Contact surface, between 9...〓.

Claims (1)

【特許請求の範囲】 1 床下地の上に緩衝材を敷設し、該緩衝材の上
に複数の床パネルを支持体を介して接合並置し、
該床パネル上に適宜床仕上げ材を施してなり、 上記支持体は、各床パネルの接合部下方におい
て緩衝材上に断続的に載置され、上面両側に各床
パネルの下面側端部を載置支持する載置面を有す
る基板部と、該基板部の上面中央部に突設され、
両側面に上記載置面に載置された床パネルの側面
下部が当接する当接面を有する突起部とからな
り、 上記各床パネルは、その側面下部を上記支持体
の当接面に当接せしめかつ下面側端部を上記載置
面に載置せしめた状態で床パネル下面と載置面と
が締結されて、隣接する床パネルの側面間に床パ
ネル下方の空気を床パネル上方に流通せしめるよ
うに上記突起部による〓間を設けて接合されてい
ることを特徴とする浮床構造。
[Claims] 1. A cushioning material is laid on a floor base, and a plurality of floor panels are joined and juxtaposed on the cushioning material via a support,
Appropriate floor finishing material is applied on the floor panel, and the support is intermittently placed on the cushioning material below the joint of each floor panel, and the lower end of each floor panel is placed on both sides of the upper surface. a substrate portion having a mounting surface for mounting and supporting;
The lower part of each floor panel has a contact surface on both sides, which the lower part of the side surface of the floor panel placed on the above-mentioned mounting surface comes into contact with, and each of the floor panels has a lower part of the side surface in contact with the contact surface of the support. The lower surface of the floor panel and the mounting surface are connected with each other and the lower end thereof is placed on the above-mentioned mounting surface, and the air below the floor panel is directed between the side surfaces of the adjacent floor panels to the upper side of the floor panel. A floating floor structure characterized in that the above-mentioned protrusions are joined with a gap provided so as to allow circulation.
JP18137587A 1987-07-21 1987-07-21 Floating floor structure Granted JPS6424952A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18137587A JPS6424952A (en) 1987-07-21 1987-07-21 Floating floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18137587A JPS6424952A (en) 1987-07-21 1987-07-21 Floating floor structure

Publications (2)

Publication Number Publication Date
JPS6424952A JPS6424952A (en) 1989-01-26
JPH0551745B2 true JPH0551745B2 (en) 1993-08-03

Family

ID=16099629

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18137587A Granted JPS6424952A (en) 1987-07-21 1987-07-21 Floating floor structure

Country Status (1)

Country Link
JP (1) JPS6424952A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4176005B2 (en) 2003-12-22 2008-11-05 矢崎総業株式会社 Waterproof structure of electrical junction box

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0414595Y2 (en) * 1986-04-01 1992-04-02

Also Published As

Publication number Publication date
JPS6424952A (en) 1989-01-26

Similar Documents

Publication Publication Date Title
JPH0332673Y2 (en)
JPS6222593Y2 (en)
JP2001146811A (en) Soundproof floor structure
JPH0633676B2 (en) Floor panel for floating floor
JPH0551745B2 (en)
JP3227330B2 (en) Installation method of soundproof double floor
JPH0565669B2 (en)
JPH11131683A (en) Composite panel
JPH022824Y2 (en)
JPH08254001A (en) Floor material
JP4090835B2 (en) Soundproof floor structure
JPH0448259Y2 (en)
JP3171356B2 (en) Floor structure
JPH0435589B2 (en)
JPH051861B2 (en)
JP2533754Y2 (en) Wooden soundproof floorboard
JPH0642041Y2 (en) Floor base structure near the wall
JP2718544B2 (en) Variable partition house structure
JP2513938Y2 (en) Dry floating floor structure
JPH0428363Y2 (en)
JP2583621B2 (en) Soundproof double floor structure
JP3133011B2 (en) Floor structure and mounting method of joist
JPH0419348B2 (en)
JP2003096962A (en) Floor structure of building
JPH11172833A (en) Surface material for underfloor ground for building and floor structure