[go: up one dir, main page]

JP2001241179A - Floor edge joist structure - Google Patents

Floor edge joist structure

Info

Publication number
JP2001241179A
JP2001241179A JP2000049618A JP2000049618A JP2001241179A JP 2001241179 A JP2001241179 A JP 2001241179A JP 2000049618 A JP2000049618 A JP 2000049618A JP 2000049618 A JP2000049618 A JP 2000049618A JP 2001241179 A JP2001241179 A JP 2001241179A
Authority
JP
Japan
Prior art keywords
floor
joist
buffer
wall
gap
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
JP2000049618A
Other languages
Japanese (ja)
Inventor
Tomohisa Nagayama
友久 長山
Kumiko Obara
久実子 小原
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.)
Bridgestone Corp
Original Assignee
Bridgestone Corp
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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP2000049618A priority Critical patent/JP2001241179A/en
Publication of JP2001241179A publication Critical patent/JP2001241179A/en
Pending legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent a floor from going down and interrupt propagation of sound to the downstairs. SOLUTION: In the floor edge joist supporting a floor member 20 in a specified height from a floor foundation 10 such as a concrete slab or the like in the vicinity of a wall or at a door way, a buffer body 21 is installed between the floor joist 4 and the floor member 20 and a ventilation gap 21A is formed in the breadthwise direction orthogonal to the wall 11 side of the buffer body 21 or in the doorway. Further, a first gap is formed to have a specified distance between the end of a stacked body of the floor joist 4, the buffer body 21, and the floor member 20 and the wall 11.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、コンクリートス
ラブ等の床基盤から所定の高さに施工される床材を壁際
ないし出入口個所で支持する床の際根太構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor joist structure of a floor supporting a floor material constructed at a predetermined height from a floor base such as a concrete slab at a wall or an entrance.

【0002】[0002]

【従来の技術】従来の床の際根太構造としては、図15
ないし図18に示すように、室内の床基盤10上に支持
脚1を備えた床下地パネル2を敷き並べ、この室の出入
口個所A,Bのみに際根太構造を用い(図16及び図1
7参照)、出入口以外の壁際の個所Cは図18に示すよ
うな構造としたものが知られている。この際根太構造で
は、束3上に根太材4を設け、この根太材4と床下地パ
ネル2上に捨張材5を設け、この捨張材5上に仕上材6
を設けていた。際根太構造を用いない図18に示す構造
では、壁11の表面仕上材11Aと仕上材6上面との間
に巾木7を設けていた。この巾木7側に重量のある家具
を載置すると、床の沈み込みが生じるおそれがあった。
そこで、図19に示すように、壁際の全周に際根太構造
を採用したものも知られている。この例では、捨張材5
を用いずに、床下地パネル2を互いに間隔をあけずに敷
き並べ、これらの床下地パネル2上に直接仕上材6を設
けた。
2. Description of the Related Art A conventional joist structure of a floor is shown in FIG.
As shown in FIGS. 18 to 18, floor base panels 2 each having a support leg 1 are laid on a floor base 10 in a room, and an edge joist structure is used only at entrances A and B of the room (FIGS. 16 and 1).
7), and a portion C near the wall other than the entrance is structured as shown in FIG. In this case, in the joist structure, a joist material 4 is provided on the bundle 3, a piling material 5 is provided on the joist material 4 and the floor base panel 2, and a finishing material 6 is provided on the piling material 5.
Was provided. In the structure shown in FIG. 18 that does not use the joist structure, the baseboard 7 is provided between the surface finish 11A of the wall 11 and the upper surface of the finish 6. When heavy furniture is placed on the baseboard 7, the floor may sink.
Therefore, as shown in FIG. 19, there is also known a structure employing a joisted structure all around the wall. In this example, the waste material 5
, The floor base panels 2 were laid without any space therebetween, and the finishing material 6 was provided directly on these floor base panels 2.

【0003】[0003]

【発明が解決しようとする課題】従来の際根太構造で
は、床上での衝撃が束3、根太材4を通じて直接壁11
や床基盤10に伝わり、階下への騒音防止が十分ではな
かった。
In the conventional joist structure, impact on the floor is directly applied to the wall 11 through the bundle 3 and the joist material 4.
And the floor base 10 was not enough to prevent noise downstairs.

【0004】そこで、この発明は、床の沈み込みを防止
し、かつ階下への音の伝播を遮断することのできる床の
際根太構造を提供することを目的とする。
Accordingly, an object of the present invention is to provide a floor joist structure of a floor which can prevent sinking of the floor and block sound propagation downstairs.

【0005】[0005]

【課題を解決するための手段】上述の目的を達成するた
め、この発明は、コンクリートスラブ等の床基盤から所
定の高さに施工される床材を壁際ないし出入口個所で支
持する床の際根太構造において、根太材と床材との間に
緩衝体を設け、この緩衝体の壁ないし出入口個所に直交
する幅方向に空気流通用の空隙を形成するように緩衝体
を構成し、根太材、緩衝体、床材を積層したものの端部
と壁との間に所定間隔の第1隙間をあけたものである。
In order to achieve the above-mentioned object, the present invention relates to a floor joist of a floor supporting a floor material constructed at a predetermined height from a floor base such as a concrete slab at a wall or at an entrance. In the structure, a buffer is provided between the joist and the floor material, and the buffer is configured so as to form a space for air circulation in a width direction orthogonal to a wall or an entrance point of the buffer, A first gap at a predetermined interval is provided between an end portion of the laminated body of the buffer and the floor material and the wall.

【0006】[0006]

【発明の実施の形態】以下に、この発明の好適な実施例
を図面を参照にして説明する。
Preferred embodiments of the present invention will be described below with reference to the accompanying drawings.

【0007】図1に示す実施例では、コンクリートスラ
ブ等の床基盤10から所定の高さに施工される床材20
を出入口で支持する際根太構造を示す。この出入口は敷
居8を設けてある。床材20は、捨張材5と仕上材6と
から構成してある。また、この床材20を床基盤10か
ら所定の高さに施工するため、支持脚1を有する床下地
パネル2を設けてある。敷居8の個所には束3を設け、
これら束3間に根太材4を架け渡して設けてある。ま
た、根太材4上には緩衝体21を設けてある。この緩衝
体21は、この緩衝体21の出入口個所すなわち敷居8
に直交する幅方向には空気流通用の空隙21Aを形成し
た。これらの空隙21Aはリブ21Bの間に形成され
る。ここで用いた緩衝体21は、ゴム硬度70°のJI
S A種ゴムからなるものである。全体の厚みは4mm
とし、空隙21Aの幅は3mm、この空隙21Aの底か
らリブ21Bの上面までの高さは3mm、リブ21Bの
幅も3mmとした。
In the embodiment shown in FIG. 1, a floor material 20 constructed at a predetermined height from a floor base 10 such as a concrete slab is shown.
The joist structure is shown when supporting at the entrance. The entrance is provided with a threshold 8. The flooring material 20 is composed of the waste material 5 and the finishing material 6. Further, in order to construct the floor material 20 at a predetermined height from the floor base 10, a floor base panel 2 having a support leg 1 is provided. A bundle 3 is provided at the threshold 8
A joist 4 is provided between the bundles 3. Further, a buffer 21 is provided on the joist 4. The buffer 21 is provided at the entrance and exit of the buffer 21, ie, at the threshold 8.
A gap 21A for air circulation is formed in the width direction perpendicular to the direction of the arrow. These voids 21A are formed between the ribs 21B. The buffer 21 used here is made of JI having a rubber hardness of 70 °.
It is made of SA rubber. Overall thickness is 4mm
The width of the gap 21A was 3 mm, the height from the bottom of the gap 21A to the upper surface of the rib 21B was 3 mm, and the width of the rib 21B was 3 mm.

【0008】図2は、図1における緩衝体21の代わり
に用いてもよい緩衝体21を示す。この緩衝体21も幅
方向に空気流通用の空隙21Aを形成し、この空隙21
Aの形成は、隣り合う山部21Cの間の谷部に形成され
る。すなわち、図2に示すように緩衝体21の表面を波
形状にしたゴム材料を用いたものである。
FIG. 2 shows a buffer 21 which may be used in place of the buffer 21 in FIG. This buffer 21 also forms a gap 21A for air circulation in the width direction.
A is formed at a valley between adjacent ridges 21C. That is, as shown in FIG. 2, a rubber material in which the surface of the buffer 21 is corrugated is used.

【0009】さらに、空隙21Aは、図1に示すリブ2
1Bや図2に示す山部21Cによって形成されるのみな
らず、円盤状のリブ21Dを多数形成することによって
も形成することができる。
Further, the gap 21A is formed by the rib 2 shown in FIG.
1B or 21C as shown in FIG. 2, but also by forming a large number of disk-shaped ribs 21D.

【0010】さらにまた、空隙21Aは、図4に示すよ
うに緩衝体21の幅方向に貫通する複数の中空部を形成
し、この中空部を空隙21Aとすることもできる。
Further, as shown in FIG. 4, the void 21A may be formed with a plurality of hollow portions penetrating in the width direction of the buffer 21, and the hollow portions may be used as the voids 21A.

【0011】図5は、図4に示す緩衝体21の両面に粘
着加工を施して粘着面22を形成し、この粘着面22を
剥離紙23で覆った状態を示すものである。このように
両面に粘着加工を施した緩衝体21を用いれば、下面の
粘着面22は根太材4の上面に貼り付き、緩衝体21の
上面の粘着面22は捨張材5の下面に貼り付く。もちろ
ん、このような粘着面22ではなく、接着剤を用いるこ
とも可能である。さらにまた、図4に示すような構造の
緩衝体21のみならず、図1ないし図3に示すような構
造の緩衝体21においても、粘着加工を施したり、接着
剤を塗布したりして根太材4や床材20に緩衝体21を
固定させることができる。
FIG. 5 shows a state in which both sides of the buffer 21 shown in FIG. 4 are subjected to adhesive processing to form an adhesive surface 22, and the adhesive surface 22 is covered with a release paper 23. If the buffer 21 having both surfaces subjected to adhesive processing is used, the adhesive surface 22 on the lower surface is adhered to the upper surface of the joist 4 and the adhesive surface 22 on the upper surface of the buffer 21 is adhered to the lower surface of the scrap material 5. Stick. Of course, it is also possible to use an adhesive instead of such an adhesive surface 22. Furthermore, not only the buffer 21 having the structure shown in FIG. 4 but also the buffer 21 having the structure shown in FIG. 1 to FIG. The buffer 21 can be fixed to the member 4 and the floor member 20.

【0012】図6に示す実施例では、シート24上にそ
の長手方向に沿って一定間隔のピッチで複数の緩衝体2
1を配置したものを根太材4上に設ける例を示すもので
ある。シート24と緩衝体21はあらかじめ一体化させ
ておき、それを根太材4上に設けるようにする。隣り合
う2つの緩衝体21の間に形成される幅方向の空隙21
Aが図1における空隙21Aに相当する。また、緩衝体
21には長手方向に沿った複数のリブ21Eが形成さ
れ、これらリブ21Eの間に溝21Fが形成されてい
る。したがって、この実施例では幅方向及び長手方向に
空気の流通が可能である。ここで用いるシート24とし
ては、不織布、紙、プラスチック系の軟質シート、薄物
ゴムシートが好適に使用できる。シート24への緩衝体
21の固定は、接着剤や粘着剤を用いて行う。
In the embodiment shown in FIG. 6, a plurality of cushions 2 are provided on a sheet 24 at a constant pitch along the longitudinal direction.
1 shows an example in which a member 1 is provided on a joist 4. The sheet 24 and the buffer 21 are integrated beforehand and provided on the joist 4. A gap 21 in the width direction formed between two adjacent buffer bodies 21
A corresponds to the gap 21A in FIG. A plurality of ribs 21E are formed in the buffer 21 along the longitudinal direction, and a groove 21F is formed between the ribs 21E. Therefore, in this embodiment, air can flow in the width direction and the longitudinal direction. As the sheet 24 used here, a nonwoven fabric, paper, a plastic soft sheet, or a thin rubber sheet can be suitably used. The buffer 21 is fixed to the sheet 24 using an adhesive or an adhesive.

【0013】図7は、図6に示す緩衝体21及びシート
24を用いた状態の床構造を示すものである。
FIG. 7 shows a floor structure using the buffer 21 and the sheet 24 shown in FIG.

【0014】図8は壁11際の際根太構造を示すもので
あり、シート24を緩衝体21を根太材4上に配置した
例を示すものである。また、壁11の表面仕上材11A
と床材20(仕上材6)との間に巾木8を設け、この巾
木8と仕上材6との間に所定間隔の第2隙間S2をあけ
てある。また、壁11と根太材4、シート24、緩衝体
21、床材20を積層したものの端部と壁11との間に
所定間隔の第1隙間S 1をあけてある。第1隙間S1及び
第2隙間S2も共に2mmとした。この実施例におい
て、シート24と緩衝体21の組合せのものを用いた
が、図1ないし図4に示すような緩衝体21を根太材4
上に設けることもできる。
FIG. 8 shows the joist structure near the wall 11.
Yes, the sheet 24 is arranged with the buffer 21 on the joist 4
This is an example. Moreover, the surface finishing material 11A of the wall 11
A baseboard 8 is provided between the floorboard 20 and the flooring material 20 (finishing material 6).
A second gap S at a predetermined interval between the wood 8 and the finishing material 6TwoOpen
It is. Also, the wall 11, the joist 4, the sheet 24, the cushioning body
21, between the end of the laminated flooring 20 and the wall 11
First gap S at predetermined intervals 1Has been opened. First gap S1as well as
Second gap STwoWere both 2 mm. In this example
The combination of the sheet 24 and the buffer 21 was used.
However, the buffer 21 as shown in FIGS.
It can also be provided on top.

【0015】次いで図1に示す実施例において、重量床
衝撃音の実験並びに軽量床衝撃音の実験をした。このと
きの床基盤10はコンクリートスラブとして210mm
の厚さのものを用い、緩衝体21を根太材4にビス固定
したものと接着剤で固定したものとを比較した。そのと
きの重量床衝撃音の比較は図9に示すグラフのようにな
った。グラフ中ビス固定をA、接着固定のものをBで示
す。また、図10は軽量床衝撃音の比較を示すものであ
る。
Next, in the embodiment shown in FIG. 1, an experiment on a heavy floor impact sound and an experiment on a light floor impact sound were conducted. The floor base 10 at this time is 210 mm as a concrete slab.
The thickness of the buffer 21 was compared with the one in which the buffer 21 was fixed to the joist 4 with screws and the one in which the buffer 21 was fixed with an adhesive. The comparison of the heavy floor impact sound at that time was as shown in the graph of FIG. In the graph, A indicates screw fixing, and B indicates adhesive fixing. FIG. 10 shows a comparison of lightweight floor impact sounds.

【0016】図11に示すグラフは、図7に示す実施例
(符号Cで示す)と、緩衝体21及びシート24を用い
ずに根太材4上に直接捨張材5を設けたもの(D)とを
重量床衝撃音で比較したものである。同じく図12は軽
量床衝撃音を比較したグラフである。ともに床基盤10
としては210mmの厚さのコンクリートスラブとし
た。
The graph shown in FIG. 11 is similar to the embodiment shown in FIG. 7 (indicated by reference numeral C), and shows a case in which the piling material 5 is directly provided on the joist 4 without using the buffer 21 and the sheet 24 (D). ) Is compared with the weight floor impact sound. Similarly, FIG. 12 is a graph comparing lightweight floor impact sounds. Both floor bases 10
Was a concrete slab having a thickness of 210 mm.

【0017】図13に示すグラフは、図8に示す実施例
において、シート24を設けずに緩衝体21としては空
隙21Aを有さないように長手方向に長いものを根太材
4上に設けたもの(符号Eで示す)と、図5に示すもの
を図8のシート24と緩衝体21の代わりに用いたもの
(符号Fで示す)、さらに根太材4上に直接捨張材5を
載せたもの(符号Gで示す)を比較したものである。こ
れも重量床衝撃音の比較結果である。図14は、同様の
比較であって、軽量床衝撃音の比較を示すグラフであ
る。ともに床基盤10としては210mmの厚さのコン
クリートスラブとした。
The graph shown in FIG. 13 shows that, in the embodiment shown in FIG. 8, the cushioning member 21 is provided on the joist material 4 without the sheet 24 in the longitudinal direction so as not to have the void 21A. 5 (indicated by reference numeral E), the one shown in FIG. 5 instead of the sheet 24 and the buffer 21 in FIG. 8 (indicated by reference numeral F), and the discarded material 5 is placed directly on the joist 4. (Shown by reference symbol G). This is also a comparison result of the heavy floor impact sound. FIG. 14 is a graph showing a similar comparison and comparing lightweight floor impact sounds. In both cases, the floor base 10 was a 210 mm thick concrete slab.

【0018】なお、緩衝体21としては、先に述べたゴ
ム硬度70°のJIS A種ゴムが好適に使用すること
ができるが、発泡倍率の低いウレタン材料やフェルト材
あるいは不織布の型成形品も使用可能である。
As the buffer 21, the above-mentioned JIS Class A rubber having a rubber hardness of 70 ° can be suitably used, but a molded product of a urethane material, a felt material or a nonwoven fabric having a low expansion ratio can also be used. Can be used.

【0019】[0019]

【発明の効果】以上説明したように、この発明によれ
ば、根太材と床材との間に緩衝体を設け、この緩衝体の
壁ないし出入口個所に直交する幅方向に空気流通用の空
隙を形成するように緩衝体を構成し、根太材、緩衝体、
床材を積層したものの端部と壁との間に所定間隔の第1
隙間をあけたので、床下にこもった空気が床上に重量衝
撃が加わったときに階下への音の伝播の媒体となるのを
防止することができる。また、緩衝体の存在により、際
根太構造を介して音が階下へ伝播するのを防止すること
ができる。また、根太材と床材との間にシート上にその
長手方向に沿って一定間隔のピッチで複数の緩衝体を配
置したものを設け、根太材、シート、緩衝体、床材を積
層したものの端部と壁との間に所定間隔をあけたものに
あっては、シートに一定間隔で緩衝体を予め固定してお
くので、根太材上への取付けが容易となり、現場で複数
の緩衝体を所定の間隔で根太材に取付ける場合に比べて
施工効率が向上する。さらにまた、緩衝体をビスで根太
材上に固定するよりも、接着剤や粘着加工により固定す
る方が、床衝撃音遮断性能も向上する。さらにまた、際
根太構造を用いることにより、床の沈み込みを防止する
ことができるとともに、遮音性能も向上させることがで
きる。
As described above, according to the present invention, a cushion is provided between a joist and a floor, and a gap for air circulation is provided in a width direction orthogonal to a wall or an entrance of the cushion. Configure the buffer to form a joist, buffer,
A first space having a predetermined distance between an end of a laminate of floor materials and a wall.
Since the gap is provided, it is possible to prevent the air trapped under the floor from becoming a medium of sound propagation downstairs when a heavy impact is applied to the floor. Also, the presence of the buffer can prevent sound from propagating downstairs through the joist structure. Further, between the joist material and the floor material, a structure in which a plurality of shock absorbers are arranged at a constant pitch along the longitudinal direction on the sheet is provided, and the joist material, the sheet, the shock absorber, and the floor material are laminated. If there is a predetermined gap between the end and the wall, the cushion is fixed to the sheet in advance at a fixed interval, so that it is easy to mount it on the joist, and a plurality of cushions are installed on site. The construction efficiency is improved as compared with the case where is attached to the joist at predetermined intervals. Furthermore, the floor impact sound blocking performance is improved by fixing the cushioning body with an adhesive or a sticking process, rather than fixing the cushioning body on the joist material with screws. Furthermore, by using the joist structure, the sinking of the floor can be prevented, and the sound insulation performance can be improved.

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

【図1】この発明の好適な実施例を示す一部破断の斜視
図。
FIG. 1 is a partially broken perspective view showing a preferred embodiment of the present invention.

【図2】緩衝体の他の例を示す斜視図。FIG. 2 is a perspective view showing another example of a buffer.

【図3】緩衝体のさらに別の例を示す斜視図。FIG. 3 is a perspective view showing still another example of the buffer.

【図4】緩衝体の他の例を示す斜視図。FIG. 4 is a perspective view showing another example of the buffer.

【図5】図4の緩衝体の両面に粘着加工を施した例を示
す斜視図。
FIG. 5 is a perspective view showing an example in which both sides of the shock absorber of FIG. 4 are subjected to adhesive processing.

【図6】シートとともに緩衝体を用いた例を示す斜視
図。
FIG. 6 is a perspective view showing an example in which a buffer is used together with a sheet.

【図7】図6のものを使用した床構造の断面図。FIG. 7 is a sectional view of a floor structure using the one shown in FIG. 6;

【図8】他の例を示す一部破断の斜視図。FIG. 8 is a partially broken perspective view showing another example.

【図9】図1に示す実施例と図1に示す緩衝体を用いな
いものとを比較した重量床衝撃音比較結果のグラフ。
FIG. 9 is a graph showing a comparison result of heavy floor impact sound comparing the embodiment shown in FIG. 1 with the one not using the shock absorber shown in FIG. 1;

【図10】図9と同様であって軽量床衝撃音の比較グラ
フ。
FIG. 10 is a comparative graph of a lightweight floor impact sound similar to FIG. 9;

【図11】図7に示す実施例と、図7に示すシート及び
緩衝体を用いないものとを比較した重量床衝撃音の比較
グラフ。
FIG. 11 is a comparison graph of heavy floor impact sound comparing the embodiment shown in FIG. 7 with the one shown in FIG. 7 which does not use the seat and the buffer.

【図12】図11と同様であって軽量床衝撃音の比較グ
ラフ。
FIG. 12 is a comparative graph of a lightweight floor impact sound similar to FIG. 11;

【図13】図8に示す実施例において、緩衝体が途中で
空隙を幅方向に設けずに繋がった状態のものとこのよう
な緩衝体も用いないもの及び図5に示す緩衝体を用いた
ものとを比較した重量床衝撃音の比較グラフ。
FIG. 13 shows the embodiment shown in FIG. 8 in which a buffer is connected without providing a gap in the width direction on the way, the buffer is not used, and the buffer shown in FIG. 5 is used. 7 is a comparison graph of a heavy floor impact sound in comparison with an object.

【図14】図13と同様であって軽量床衝撃音の比較グ
ラフ。
FIG. 14 is a comparative graph of a lightweight floor impact sound similar to FIG.

【図15】従来例を示す平面図。FIG. 15 is a plan view showing a conventional example.

【図16】図15のAの個所における断面図略図。FIG. 16 is a schematic cross-sectional view at a location A in FIG.

【図17】図15のBの個所における断面図略図。FIG. 17 is a schematic cross-sectional view taken at a position B in FIG. 15;

【図18】図15のCの個所における断面図略図。FIG. 18 is a schematic cross-sectional view taken along a line C in FIG.

【図19】図18の個所において際根太構造を適用した
例を示す簡略断面図。
FIG. 19 is a simplified cross-sectional view showing an example in which a large joist structure is applied at the place shown in FIG. 18;

【符号の説明】[Explanation of symbols]

1 支持脚 2 床下地パネル 3 束 4 根太材 5 捨張材 6 仕上材 10 床基盤 11 壁 11A 表面仕上材 20 床材 21 緩衝体 21A 空気流通用の空隙 24 シート S1 第1隙間1 supporting leg 2 underfloor panel 3 bundle 4 joists member 5捨張member 6 finish 10 bed base 11 wall 11A surface coverings 20 Flooring 21 cushion 21A gap 24 sheet S 1 first gap for air circulation

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 コンクリートスラブ等の床基盤から所定
の高さに施工される床材を壁際ないし出入口個所で支持
する床の際根太構造において、 根太材と床材との間に緩衝体を設け、 この緩衝体の壁ないし出入口個所に直交する幅方向に空
気流通用の空隙を形成するように緩衝体を構成し、 根太材、緩衝体、床材を積層したものの端部と壁との間
に所定間隔の第1隙間をあけたことを特徴とする床の際
根太構造。
1. A joist structure for a floor supporting a floor material constructed at a predetermined height from a floor base such as a concrete slab at a wall or at an entrance / exit point, wherein a buffer is provided between the joist material and the floor material. A buffer is formed so as to form a space for air circulation in a width direction orthogonal to a wall or an entrance / exit portion of the buffer, and a gap is formed between an end of the laminated joist, the buffer, and the floor and the wall. A floor joist structure for a floor, characterized by having a first gap at a predetermined interval.
【請求項2】 コンクリートスラブ等の床基盤から所定
の高さに施工される床材を壁際ないし出入口個所で支持
する床の際根太構造において、 根太材と床材との間にシート上にその長手方向に沿って
一定間隔のピッチで複数の緩衝体を配置したものを設
け、 根太材、シート、緩衝体、床材を積層したものの端部と
壁との間に所定間隔をあけたことを特徴とする床の際根
太構造。
2. In a joist structure of a floor supporting a floor material constructed at a predetermined height from a floor base such as a concrete slab at a wall or at an entrance / exit point, a sheet material is provided between the joist material and the floor material on a sheet. A structure in which a plurality of shock absorbers are arranged at a constant pitch along the longitudinal direction is provided, and that a predetermined interval is provided between an end portion and a wall of a stack of joists, sheets, shock absorbers, and flooring materials. The characteristic joist structure of the floor.
【請求項3】 前記緩衝体の空隙は、緩衝体に中空部を
片面に形成し、あるいは片面に多数のリブを設け、さら
には山部を形成することにより形成されることを特徴と
する請求項1に記載の床の際根太構造。
3. The air gap of the shock absorber is formed by forming a hollow portion in the shock absorber on one surface, or providing a plurality of ribs on one surface, and further forming a mountain portion. Item 4. The floor joist structure of the floor according to Item 1.
【請求項4】 前記緩衝体の両面が接着剤又は粘着材で
根太材、床材に固定されることを特徴とする請求項1又
は3に記載の床の際根太構造。
4. The floor joist structure of a floor according to claim 1, wherein both sides of the buffer are fixed to the joist material and the floor material with an adhesive or a sticky material.
【請求項5】 前記緩衝体の両面に粘着加工を施したこ
とを特徴とする請求項1ないし3のいずれか1項に記載
の床の際根太構造。
5. The floor joist structure of a floor according to claim 1, wherein both sides of the buffer are subjected to adhesive processing.
【請求項6】 前記シートの両面に粘着加工を施したこ
とを特徴とする請求項2又は5に記載の床の際根太構
造。
6. The floor joist structure of a floor according to claim 2, wherein both sides of the sheet are subjected to adhesive processing.
【請求項7】 壁表面仕上材と床材との間に巾木を設
け、この巾木と床材との間に所定間隔の第2隙間をあけ
たことを特徴とする請求項1ないし5のいずれか1項に
記載の床の際根太構造。
7. A skirting board is provided between a wall surface finishing material and a flooring material, and a second gap at a predetermined interval is provided between the skirting board and the flooring material. The floor joist structure of a floor according to any one of the above.
JP2000049618A 2000-02-25 2000-02-25 Floor edge joist structure Pending JP2001241179A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000049618A JP2001241179A (en) 2000-02-25 2000-02-25 Floor edge joist structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000049618A JP2001241179A (en) 2000-02-25 2000-02-25 Floor edge joist structure

Publications (1)

Publication Number Publication Date
JP2001241179A true JP2001241179A (en) 2001-09-04

Family

ID=18571529

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000049618A Pending JP2001241179A (en) 2000-02-25 2000-02-25 Floor edge joist structure

Country Status (1)

Country Link
JP (1) JP2001241179A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003293576A (en) * 2002-04-04 2003-10-15 Toppan Printing Co Ltd Skirting boards for building interior
US7484339B2 (en) * 2005-09-16 2009-02-03 Fiehler Raymond H Panelized wall construction system and method for attaching to a foundation wall
JP2023131306A (en) * 2022-03-09 2023-09-22 ツカ・カナモノ株式会社 Sound insulation structure and construction method of sound insulation structure
JP7582578B2 (en) 2020-10-21 2024-11-13 田島ルーフィング株式会社 Floor impact sound reduction floor passage connection structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003293576A (en) * 2002-04-04 2003-10-15 Toppan Printing Co Ltd Skirting boards for building interior
US7484339B2 (en) * 2005-09-16 2009-02-03 Fiehler Raymond H Panelized wall construction system and method for attaching to a foundation wall
JP7582578B2 (en) 2020-10-21 2024-11-13 田島ルーフィング株式会社 Floor impact sound reduction floor passage connection structure
JP2023131306A (en) * 2022-03-09 2023-09-22 ツカ・カナモノ株式会社 Sound insulation structure and construction method of sound insulation structure

Similar Documents

Publication Publication Date Title
US4685259A (en) Sound rated floor system and method of constructing same
US4860506A (en) Floor panel for floating floor
JP2001241179A (en) Floor edge joist structure
KR200406673Y1 (en) Soundproofing material for noise prevention
JPH0633676B2 (en) Floor panel for floating floor
KR200378497Y1 (en) Concrete floor soundproof materials
KR101942161B1 (en) Interlayer noise damping structure using different thickness of cushioning material
JP2024117728A (en) Floor underlayment and floor structure
JPH11256802A (en) Floor substrate board with heat insulation and sound insulation
JP4098068B2 (en) Floating floor structure and construction method
KR100718700B1 (en) Floor noise reduction material of building
JP2774020B2 (en) Soundproof floor with underfloor sound absorbing block
JP2597837Y2 (en) Floor structure
KR200423540Y1 (en) Floor noise reduction material of building
JP7266005B2 (en) Dry double floor structure
KR102761765B1 (en) Insulation and sound insulation for structure
JP4090835B2 (en) Soundproof floor structure
JP4766464B2 (en) Floor structure
JPS5834180Y2 (en) Vibration-proof floating floor structure
KR200289954Y1 (en) Air mat for building materials
JP2542965Y2 (en) Soundproof wood flooring
JPH0539145Y2 (en)
JP3101039B2 (en) Soundproof flooring
KR101919296B1 (en) Interlayer noise-damping structure with fastener and lateral cushioning material
JP2005264562A (en) Floor structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070221

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20081008

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20091119

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20100309