JP2003056170A - Floor structure of building - Google Patents

Floor structure of building

Info

Publication number
JP2003056170A
JP2003056170A JP2001241737A JP2001241737A JP2003056170A JP 2003056170 A JP2003056170 A JP 2003056170A JP 2001241737 A JP2001241737 A JP 2001241737A JP 2001241737 A JP2001241737 A JP 2001241737A JP 2003056170 A JP2003056170 A JP 2003056170A
Authority
JP
Japan
Prior art keywords
floor
sound
building
sound insulating
insulating structural
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
JP2001241737A
Other languages
Japanese (ja)
Inventor
Hirotoshi Ueda
浩俊 植田
Hirofumi Watanabe
拓文 渡邉
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.)
Asahi Kasei Corp
Original Assignee
Asahi Kasei 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 Asahi Kasei Corp filed Critical Asahi Kasei Corp
Priority to JP2001241737A priority Critical patent/JP2003056170A/en
Publication of JP2003056170A publication Critical patent/JP2003056170A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide floor structure suitable as a floor of the second floor or higher of a house with excellent intercepting performance of floor impact sound. SOLUTION: In this floor structure of a building, a sound insulating structural member is supported to a horizontal framework or a frame built up in rectangular shape by floor beams of the building, without coming in contact with a floor constituent member, and an underfloor storage space is formed between the floor constituent member and the sound insulating structural member.

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は建築物の床構造に関
するものであり、特に住居系の2階以上の床に適した床
構造に関する。 【0002】 【従来の技術】近年の木質フローリング床の増加や多世
帯住宅の増加、また「住宅品質確保促進法」による「住
宅性能表示制」の導入により、集合住宅のみならず個人
住宅においても階下への床騒音防止のニーズが高まって
きている。木質系の住宅構造において、軽量気泡コンク
リート(以下、ALCと称する)を床下地面材として用
いることによる重量衝撃音を緩和する床構造が知られて
いる。 【0003】また特開平9−88324号公報に示され
るように、木製床の下側に面質量が5〜20kg/m2
の板状体を木製床に固定せずに配設する複合防音床も従
来技術として挙げられる。しかしながら、前述したAL
Cを床下地面材に用いる床構造単独では軽量衝撃音につ
いて大きな効果は望めず、樹脂発泡体等を下部に設けた
緩衝性の高い防音床を併用することが多い。この防音床
はコストが割高な上、クッションが効いているため歩行
時に著しい不快感を感じることがある。 【0004】また、前述の板状体を木製床に固定せずに
配設する複合防音床は、自然載置するだけで板状体を位
置決めするため、床衝撃を受けたときあるいは地震時に
板状体が本来の位置からずれる可能性がある。また、遮
音性能をより向上させようと板状体と木製床の間隔を広
げようとすると、設置した板状体が水平軸組または枠組
に加わる水平せん断力を負担する火打梁の設置に邪魔と
なる。 【0005】 【発明が解決しようとする課題】本発明の目的は、床衝
撃音の遮断性に優れた住宅系の2階以上の床として適し
た床構造を提供することにある。 【0006】 【課題を解決するための手段】本発明の床構造は、前述
の従来の多くの問題点を解決したもので、建築物の床梁
により矩形状に組み付けられた水平軸組または枠組に、
遮音構造材が床構成材と接することなく支持されている
建築物の床構造において、該床構成材と該遮音構造材の
間に床下収納庫が形成されていることを特徴とする建築
物の床構造である。 【0007】ここで述べる遮音構造材とは、水平軸組ま
たは枠組に加わる水平せん断力を負担することおよび床
衝撃音を軽減することを目的として、床構成材の下方に
水平軸組または枠組内に設ける面材またはパネルのこと
を指す。また、ここで述べる床構成材の例としては、大
引,根太,床下地面材,床仕上材,またはこれらを組み
合わせた床パネルが挙げられる。 【0008】本発明は、遮音構造材が床構成材と接する
ことなく該水平軸組または枠組に支持されている構造で
あり、床衝撃音による固体伝播音が減少し、空気伝播音
の吸音空間も大きくなり重量衝撃音及び軽量衝撃音に対
する遮音性が向上する。さらに該吸音空間を床下収納庫
として利用することにより、収納物による重量によって
遮音構造材の板振動が抑制され、階下へ床衝撃音を伝え
る空気伝播音の発生を減衰する事ができる。 【0009】また、吸音空間に収納物が入ることにより
床衝撃音を乱反射させることになり、該吸音空間の吸音
力が増し、床衝撃音を抑制することになる。更に、居住
スペースを削ることなく、住宅で要望度の高い収納スペ
ースを新規に構成することができる。 【0010】 【発明の実施の形態】以下本発明の床構造の好ましい実
施形態について図を用いて説明する。図1は木造軸組工
法の床梁に遮音構造材1を配した本発明の一実施例の一
部切欠斜視図である。構造上必要ならば根太6を支える
大引が床梁2に設けられる。図2は木造枠組工法におい
て遮音構造材1を配した本発明の一実施例の一部切欠斜
視図である。 【0011】本発明に使用される遮音構造材1は、釘・
ビス施工ができ加工性に優れる木質系のパネル(合板・
パーティクルボード・構造用パネル・ファイバーボード
・草木類を主要構成物とする積層体)が施工上好まし
い。また、床構造の耐火性を向上させるためには、窯業
系パネル(ALC・押し出し成形板・木片セメント板)
やケイ酸カルシウム板・火山性ガラス質複層板を使用す
るのが好ましい。 【0012】遮音構造材1は、建築物の水平軸組または
枠組に加わる水平せん断力を負担できるように、その剛
性を高くするのが好ましい。1例として昭和56年告示
第1100号に記される耐力面材を使用するのが好まし
い。遮音構造材1が水平せん断力を負担することによ
り、火打梁を省略し施工性の向上を図ることができる。
また、床下収納庫としての耐荷重性を考慮すると、遮音
構造材1の厚みは「厚み/スパン」比が1/100以上
となることが好ましい。または居室に要求される荷重時
(例えば積載荷重1765N/m2時)、遮音構造材1
の最大たわみがスパンの1/100以下となる曲げ剛性
を有することが好ましい。 【0013】木造軸組工法において遮音構造材1の床梁
への取り付けは、角材3aを遮音構造材用下地とする図
3が代表的なものであるが、板材3bを遮音構造材用下
地とする図4、床梁2への切り込み3cに遮音構造材1
をビス留めする図5、遮音構造材用根太に遮音構造材1
をビス留めする図6、角材3aの下方に遮音構造材1を
ビス留めする図7の方法もある。遮音構造材1の下地と
なる角材3a・板材3b・遮音構造材用根太3dは床梁
2に釘またはビス留めを行う。このとき一体性を高める
ために接着材を用いても良い。同様の理由で遮音構造材
1とその下地も釘またはビス留めを行うが、必要により
接着材を併用しても良い。 【0014】遮音構造材1の施工位置は、床梁2が構造
的に逆T字梁と見なすことができかつ床衝撃音に大きな
影響を与える駆動点インピーダンスを増大させて遮音性
の向上を促すことができる、床梁上下方向2分の1の位
置より下方が望ましく、収納容積を確保する意味では、
なるべく下方が望ましい。また、床下地面材・床仕上材
等の床構成材と遮音構造材1の間隔をより大きく開ける
ことにより空気伝播音の吸音空間が大きくなり遮音性が
向上する。 【0015】該床梁の上下方向1/2の位置より上方に
遮音構造材1を設置することは、前述駆動点インピーダ
ンスと吸音空間の減少を伴うため、大きな遮音性の向上
は望みにくい。また、収納スペースの容積も小さくな
り、実用的ではない。また、床構成材と遮音構造材1に
同時に水平軸組または枠組に加わる水平せん断力を負担
させるためには、それぞれ床梁の上下に設置する方が構
造上のバランス的にも好ましい。 【0016】遮音構造材1は上部床材の床衝撃音により
曲げ振動を起こし、この曲げ振動が空気伝播音を発生さ
せ、階下へ床衝撃音を伝えることとなる。遮音構造材1
の曲げ振動を抑制するためには、遮音構造材1の構造を
重量層と軽量層の複層構造にすることが効果的である。
具体的には、比重1.0以上10.0以下のシート状物
を遮音構造材1上面または下面の少なくとも一方に設け
ることが好ましい。また、遮音構造材1上面にモルタル
またはコンクリートを打設することも曲げ振動を抑制す
るのに効果的である。遮音構造材1と床梁の間に5〜5
0mmの間を設けその隙間にモルタル等を設けること
は、建築物の水平軸組または枠組に加わる水平せん断力
をより確実に遮音構造材1に伝えることができ、建物自
身の水平剛性を挙げることに効果的である。 【0017】次に、本実施例に係る木造軸組工法の床構
造と、他の床構造とにおける床衝撃音の実測結果につい
て説明する。 <評価方法>衝撃音の測定システムとして、図8に示す
長さ3.6m幅2m深さ1.4mのコンクリートピット
14上部に木造軸組工法による床組を組み、重量衝撃音
と軽量衝撃音の測定をするシステムを採用した。該コン
クリートピットの内周部には吸音材10が配設され、該
床組の下方に天井9が施してある。該ピット内には、該
ピット外部の騒音計13に接続されたマイクロホン12
が配置されている。後記の実施例と比較例の床構造を
「JIS A1418建築物の現場における床衝撃音レ
ベルの測定方法」に準じ測定した。なお、重量衝撃音は
最も不利側と思われる63HzのdB値で、軽量衝撃音
はA特性で評価を行った。 【0018】 【実施例1】床梁2として幅120mm、高さ240m
mの集成材を910mmの間隔でコンクリート製ピット
14上部に固定し、該床梁下部には図3に準じて45m
m角の角材3aをビスにて固定し、該角材上部に遮音構
造材1(本実施例ではコーリャン茎を並列して形成した
シート状物(厚さ10mm、比重0.15)にイソシア
ネート系樹脂からなる接着剤を50〜250g/m2
布し、該シート状物を7〜11枚積層して形成された植
物茎積層体の表面に表面材として両面に厚さ1〜2mm
の面材を重ね、熱板プレス機に送り込み120〜170
℃、8〜10×105Paで10〜20分間プレスして
植物茎積層体と表面材とが一体化した厚さ30〜40m
mの積層体を使用)をビス留めして配置した。本実施例
の場合、該遮音構造材1の「厚み/スパン」比は1/2
0〜1/26に設定した。また、積載荷重1765N/
2時の該遮音構造材1の最大たわみは、スパンの約1
/400に設定した。更に該遮音構造材上に、床下収納
庫に配される収納物を模した砂袋(10kg)を1m2
あたり1個載置した。 【0019】該床梁上部には、根太6として幅45m
m、高さ105mmの栂材を300mm間隔で配置し、
床下地面材4として厚さ12mmの普通合板を該根太に
ビス留めし、床仕上材5として該下地材の上へ日本農林
規格「フローリング」に規定する「複合フローリング」
を載置した。また、天井9として該床梁の下方に厚さ
9.5mmの石膏ボードを該床梁に接しないよう配置
し、木造軸組工法における床構造を作製した。 【0020】 【比較例1】前記実施例1において、砂袋を配置しなか
ったこと以外は、全て実施例1と同様にして床構造を作
製した。本例は遮音構造材を使用した木造床において床
下収納庫を設けなかった構造を想定している。 【0021】 【比較例2】前記比較例1において、高遮パネルを配置
しなかったこと以外は、全て比較例1と同様にして床構
造を作製した。本例は在来の木造床構造において最も一
般的な構造を想定している。前記実施例および比較例の
評価結果を表1に示す。 【0022】 【表1】【0023】この評価結果によれば、本実施例に係る遮
音構造材上に床下収納庫を形成する構法により、重量衝
撃音及び軽量衝撃音双方が効果的に低減していることが
わかる。従って、本発明の床構造は、床衝撃音(重量・
軽量両方)の低減に対してきわめて有効であることが明
らかである。 【0024】 【発明の効果】以上のように本発明の床構造は、前述の
ごとき構造と作用を有するので、次のような多大な効果
を有している。遮音構造材が床構成材と接することなく
該水平軸組または枠組に支持されている構造であり、床
衝撃音による固体伝播音が減少し、空気伝播音の吸音空
間も大きくなり重量衝撃音及び軽量衝撃音に対する遮音
性が向上する。さらに該吸音空間を床下収納庫として利
用することにより、収納物による重量によって遮音構造
材の板振動が抑制され、階下へ床衝撃音を伝える空気伝
播音の発生を減衰する事ができる。 【0025】また、吸音空間に収納物が入ることにより
床衝撃音を乱反射させることになり、該吸音空間の吸音
力が増し、床衝撃音を抑制することになる。更に、居住
スペースを削ることなく、住宅で要望度の高い収納スペ
ースを新規に構成することができる。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor structure of a building, and more particularly to a floor structure suitable for a residential floor of two or more floors. 2. Description of the Related Art In recent years, the number of wooden floors and the number of multi-family homes have increased, and the "House Performance Indication System" has been introduced by the "Housing Quality Assurance Promotion Act". There is a growing need to prevent floor noise downstairs. 2. Description of the Related Art In a wooden house structure, a floor structure is known which reduces a weight impact sound by using lightweight cellular concrete (hereinafter, referred to as ALC) as a floor base material. Further, as disclosed in Japanese Patent Application Laid-Open No. 9-88324, a surface mass of 5 to 20 kg / m 2 is provided under a wooden floor.
A composite sound-insulating floor in which the plate-like member is disposed without being fixed to a wooden floor is also known as a conventional technique. However, the aforementioned AL
The floor structure alone using C as the floor base material cannot provide a significant effect on the lightweight impact sound, and often uses a sound-absorbing floor provided with a resin foam or the like at the lower part and having a high cushioning property. This soundproof floor is expensive, and the cushion is effective, so that the user may feel discomfort when walking. [0004] In addition, a composite soundproof floor in which the above-mentioned plate-like body is provided without being fixed to a wooden floor, positions the plate-like body only by being placed on the floor naturally. The shape may deviate from its original position. Also, if you try to increase the distance between the plate and the wooden floor to further improve the sound insulation performance, the installed plate will interfere with the installation of the fire beam that bears the horizontal shear force applied to the horizontal shaft or frame. Become. SUMMARY OF THE INVENTION It is an object of the present invention to provide a floor structure suitable for use as a floor of two or more floors in a residential system, which is excellent in blocking floor impact noise. [0006] The floor structure of the present invention solves many of the above-mentioned problems in the prior art, and is a horizontal shaft or frame assembled by a floor beam of a building in a rectangular shape. To
In a floor structure of a building in which a sound insulating structural material is supported without being in contact with a floor structural material, an underfloor storage is formed between the floor structural material and the sound insulating structural material. It has a floor structure. [0007] The sound-insulating structural material described herein is intended to bear the horizontal shearing force applied to the horizontal frame or the frame and to reduce the floor impact noise. Refers to the face material or panel provided in Examples of the floor component described here include a large panel, a joist, a floor base material, a floor finishing material, or a floor panel combining these. The present invention has a structure in which the sound insulating structural member is supported by the horizontal frame or the frame without contacting the floor constituting material, and the solid-borne sound due to the floor impact sound is reduced, and the sound-absorbing space for the air-borne sound is reduced. And the sound insulation against heavy and light impact sounds is improved. Further, by utilizing the sound absorbing space as a storage space under the floor, plate vibration of the sound insulation structure material is suppressed by the weight of the storage object, and it is possible to attenuate the generation of the air propagation sound that transmits the floor impact sound downstairs. [0009] Further, the floor impact sound is irregularly reflected by the storage object entering the sound absorbing space, so that the sound absorbing power of the sound absorbing space is increased and the floor impact sound is suppressed. Furthermore, a highly demanded storage space in a house can be newly constructed without cutting down the living space. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the floor structure of the present invention will be described below with reference to the drawings. FIG. 1 is a partially cutaway perspective view of one embodiment of the present invention in which a sound insulation structural member 1 is arranged on a floor beam of a wooden frame construction method. If necessary for the structure, a pulling support for the joist 6 is provided on the floor beam 2. FIG. 2 is a partially cutaway perspective view of one embodiment of the present invention in which the sound insulating structural member 1 is arranged in a wooden frame construction method. The sound-insulating structural material 1 used in the present invention comprises a nail
Wood-based panels (plywood,
A laminate having a particle board, a structural panel, a fiber board, and a vegetation as main components is preferable in construction. In order to improve the fire resistance of the floor structure, ceramic panels (ALC, extruded board, wood chip cement board)
It is preferable to use a calcium silicate plate or a volcanic glassy multilayer plate. It is preferable that the sound insulating structural material 1 has a high rigidity so as to bear a horizontal shear force applied to a horizontal frame or a frame of a building. As an example, it is preferable to use a bearing surface material described in No. 1100 of 1981. Since the sound insulating structural member 1 bears the horizontal shear force, the fire struts can be omitted, and the workability can be improved.
Further, in consideration of the load resistance of the underfloor storage, the thickness of the sound insulating structural material 1 preferably has a “thickness / span” ratio of 1/100 or more. Or, at the time of a load required for the living room (for example, at a loading load of 1765 N / m 2 ), the sound insulating structural material 1
Has a flexural rigidity such that the maximum deflection is 1/100 or less of the span. In the wooden frame construction method, the installation of the sound insulating structural member 1 on the floor beam is typically performed by using the square member 3a as a base for the sound insulating structural member, as shown in FIG. In FIG. 4, the sound insulation structural material 1
Fig. 5: Sound insulation structural material 1 on joist for sound insulation structural material
There is also a method shown in FIG. 6 in which the sound insulating structure 1 is screwed below the square bar 3a. The square members 3a, the plate members 3b, and the joists 3d for the sound insulating structural material, which are the foundations of the sound insulating structural material 1, are nailed or screwed to the floor beam 2. At this time, an adhesive may be used to enhance the integrity. For the same reason, the sound insulating structural material 1 and its base are also nailed or screwed, but if necessary, an adhesive may be used together. The construction position of the sound insulating structural material 1 is such that the floor beam 2 can be regarded as an inverted T-shaped beam structurally, and the driving point impedance which greatly affects the floor impact sound is increased to promote the improvement of sound insulation. It is desirable that the lower part of the floor beam in the vertical direction is lower than a half position, and in the sense of securing the storage volume,
The lower part is desirable as much as possible. In addition, by increasing the distance between the sound-insulating structure 1 and the floor component such as the floor base material and the floor finishing material, the sound-absorbing space for the air-borne sound is increased and the sound insulation is improved. Since the installation of the sound insulating structural member 1 above the position of the floor beam in the vertical direction is accompanied by a decrease in the driving point impedance and the sound absorbing space, it is difficult to expect a great improvement in the sound insulating property. Further, the volume of the storage space is reduced, which is not practical. In order to simultaneously apply the horizontal shearing force applied to the horizontal frame or the frame to the floor component and the sound insulation structural member 1, it is preferable to install the floor beams above and below the floor beams in terms of structural balance. The sound insulating structural member 1 generates bending vibration due to the floor impact sound of the upper floor material, and the bending vibration generates an air propagation sound and transmits the floor impact sound downstairs. Sound insulation structural material 1
In order to suppress the bending vibration, it is effective to make the structure of the sound insulation structural member 1 a multilayer structure of a heavy layer and a lightweight layer.
Specifically, it is preferable to provide a sheet-like material having a specific gravity of 1.0 or more and 10.0 or less on at least one of the upper surface and the lower surface of the sound insulating structure 1. Placing mortar or concrete on the upper surface of the sound insulating structural member 1 is also effective for suppressing bending vibration. 5 to 5 between sound insulation structural material 1 and floor beam
By providing a mortar or the like in the gap of 0 mm, the horizontal shear force applied to the horizontal frame or frame of the building can be transmitted to the sound insulation structural member 1 more reliably, and the horizontal rigidity of the building itself is raised. It is effective for Next, the results of actual measurements of floor impact noise in the wooden frame construction method according to the present embodiment and other floor structures will be described. <Evaluation method> As an impact sound measurement system, a wooden frame assembly method was used to assemble a wooden frame on a concrete pit 14 having a length of 3.6 m, a width of 2 m and a depth of 1.4 m as shown in FIG. A measurement system for the measurement was adopted. A sound absorbing material 10 is provided on the inner periphery of the concrete pit, and a ceiling 9 is provided below the floor set. A microphone 12 connected to a sound level meter 13 outside the pit is provided in the pit.
Is arranged. The floor structures of Examples and Comparative Examples described later were measured according to “JIS A1418 Method for measuring floor impact sound level at building site”. The weight impact sound was evaluated by the dB value of 63 Hz, which is considered to be the most disadvantageous side, and the lightweight impact sound was evaluated by the A characteristic. [Example 1] The floor beam 2 is 120 mm wide and 240 m high.
m is fixed to the upper part of the concrete pit 14 at intervals of 910 mm, and the lower part of the floor beam is 45 m according to FIG.
An m-square bar 3a is fixed with a screw, and a sound insulating structural material 1 (in this embodiment, a sheet-like material (thickness 10 mm, specific gravity 0.15) in which Kollang stems are formed in parallel in the present embodiment) is mounted on an upper portion of the bar. An adhesive consisting of 50 to 250 g / m 2 is applied, and 7 to 11 sheets of the sheet-like material are laminated on each other to form a surface material on the surface of the plant-stalk laminate.
Are stacked and sent to a hot plate press.
C., press at 8 to 10 × 10 5 Pa for 10 to 20 minutes, and the thickness of the plant stem laminated body and surface material integrated with each other is 30 to 40 m.
m of the laminate was screwed and arranged. In the case of the present embodiment, the “thickness / span” ratio of the sound insulating structural material 1 is 1 /.
It was set to 0-1 / 26. Also, the loading load 1765N /
The maximum deflection of the sound insulating structural material 1 at m 2 is about 1 of the span.
/ 400. Further, a sand bag (10 kg) imitating a storage object arranged in a storage room under the floor is placed on the sound insulating structure material by 1 m 2.
One piece was placed per unit. Above the floor beam, a joist 6 having a width of 45 m
m, the height of 105mm toga materials are arranged at 300mm intervals,
"Composite flooring" specified in Japanese Agricultural Standards "Flooring" as a floor base material 4 by fastening a 12 mm thick ordinary plywood to the joist as a floor base material 4 and setting the floor finish material 5 on the base material
Was placed. In addition, a gypsum board having a thickness of 9.5 mm was placed below the floor beam as the ceiling 9 so as not to contact the floor beam, and a floor structure in a wooden frame construction method was produced. Comparative Example 1 A floor structure was produced in the same manner as in Example 1 except that no sand bag was provided. This example assumes a structure in which no underfloor storage is provided on a wooden floor using a sound-insulating structural material. Comparative Example 2 A floor structure was manufactured in the same manner as in Comparative Example 1 except that no high-shielding panel was provided. This example assumes the most common structure in a conventional wooden floor structure. Table 1 shows the evaluation results of the examples and comparative examples. [Table 1] According to the evaluation results, it is understood that both the heavy impact sound and the light impact sound are effectively reduced by the construction method of forming the underfloor storage on the sound insulating structure according to the present embodiment. Therefore, the floor structure of the present invention provides a floor impact sound (weight / weight).
It is evident that it is very effective in reducing both light weight). As described above, since the floor structure of the present invention has the above-mentioned structure and operation, it has the following great effects. It is a structure in which the sound insulation structural material is supported by the horizontal frame or the frame without contacting the floor component, the solid-borne sound due to the floor impact sound is reduced, the sound-absorbing space for the air-borne sound is increased, and the weight impact sound and Sound insulation against light impact noise is improved. Further, by utilizing the sound absorbing space as a storage space under the floor, plate vibration of the sound insulation structure material is suppressed by the weight of the storage object, and it is possible to attenuate the generation of the air propagation sound that transmits the floor impact sound downstairs. Further, when a storage object enters the sound absorbing space, the floor impact sound is irregularly reflected, so that the sound absorbing power of the sound absorbing space is increased and the floor impact sound is suppressed. Furthermore, a highly demanded storage space in a house can be newly constructed without cutting down the living space.

【図面の簡単な説明】 【図1】木造軸組工法においての本発明の一実施例に係
る床構造の一部切欠斜視図である。 【図2】木造枠組工法においての本発明の一実施例に係
る床構造の一部切欠斜視図である。 【図3】図1の床構造の要部の縦断面拡大図であって、
遮音構造材1を角材3aにビス留めした例を示す図であ
る。 【図4】図1の床構造の要部の縦断面拡大図であって、
遮音構造材1を板材3bにビス留めした例を示す図であ
る。 【図5】図1の床構造の要部の縦断面拡大図であって、
遮音構造材1を切り欠き3cにビス留めした例を示す図
である。 【図6】図1の床構造の要部の縦断面拡大図であって、
遮音構造材1を遮音構造材用根太3dにビス留めした例
を示す図である。 【図7】図1の床構造の要部の縦断面拡大図であって、
遮音構造材1を角材3aの下方にビス留めした例を示す
図である。 【図8】建築物の床構造の衝撃音測定に使用される測定
システムの模式図である。 【符号の説明】 1 遮音構造材(上方は床下収納庫) 2 床梁 3 遮音構造材用下地 3a 角材 3b 板材 3c 切り込み 3d 遮音構造材用根太 4 床下地面材 5 床仕上材 6 根太 7 ビス 8 釘 9 天井 10 吸音材 11 衝撃音発生装置 12 マイクロホン 13 騒音計 14 コンクリートピット
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a partially cutaway perspective view of a floor structure according to an embodiment of the present invention in a wooden frame construction method. FIG. 2 is a partially cutaway perspective view of a floor structure according to an embodiment of the present invention in a wooden frame construction method. FIG. 3 is an enlarged longitudinal sectional view of a main part of the floor structure of FIG. 1,
It is a figure which shows the example which screwed the sound insulation structural member 1 to the square bar 3a. FIG. 4 is an enlarged longitudinal sectional view of a main part of the floor structure of FIG. 1,
It is a figure which shows the example which screwed the sound insulation structure material 1 to the board 3b. 5 is an enlarged longitudinal sectional view of a main part of the floor structure of FIG. 1,
It is a figure which shows the example which fixed the sound insulation structure material 1 to the notch 3c. FIG. 6 is an enlarged longitudinal sectional view of a main part of the floor structure of FIG. 1,
It is a figure which shows the example which fixed the sound insulation structure material 1 to the 3d of the sound insulation structure material joists. 7 is an enlarged longitudinal sectional view of a main part of the floor structure of FIG. 1,
It is a figure which shows the example which screw-fixed the sound insulation structural member 1 under the square bar 3a. FIG. 8 is a schematic diagram of a measurement system used for measuring an impact sound of a floor structure of a building. [Description of Signs] 1 Sound insulation structural material (the upper part is a storage room under the floor) 2 Floor beam 3 Ground 3a for sound insulation structure material Square material 3b Board material 3c Cut 3d Joist for sound insulation structure material 4 Floor base surface material 5 Floor finish material 6 Jolt 7 Screw 8 Nail 9 Ceiling 10 Sound absorbing material 11 Impact sound generator 12 Microphone 13 Sound level meter 14 Concrete pit

Claims (1)

【特許請求の範囲】 【請求項1】 建築物の床梁により矩形状に組み付けら
れた水平軸組または枠組に、遮音構造材が床構成材と接
することなく支持されている建築物の床構造において、
該床構成材と該遮音構造材の間に床下収納庫が形成され
ていることを特徴とする、建築物の床構造。
Claims: 1. A floor structure of a building in which a sound insulating structural member is supported without being in contact with a floor component, on a horizontal shaft or frame assembled in a rectangular shape by floor beams of the building. At
A floor structure of a building, wherein an underfloor storage is formed between the floor component and the sound insulating structure.
JP2001241737A 2001-08-09 2001-08-09 Floor structure of building Pending JP2003056170A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001241737A JP2003056170A (en) 2001-08-09 2001-08-09 Floor structure of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001241737A JP2003056170A (en) 2001-08-09 2001-08-09 Floor structure of building

Publications (1)

Publication Number Publication Date
JP2003056170A true JP2003056170A (en) 2003-02-26

Family

ID=19072128

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001241737A Pending JP2003056170A (en) 2001-08-09 2001-08-09 Floor structure of building

Country Status (1)

Country Link
JP (1) JP2003056170A (en)

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