JP2020051145A - Sound insulation floor structure, and construction method of the same - Google Patents

Sound insulation floor structure, and construction method of the same Download PDF

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JP2020051145A
JP2020051145A JP2018182349A JP2018182349A JP2020051145A JP 2020051145 A JP2020051145 A JP 2020051145A JP 2018182349 A JP2018182349 A JP 2018182349A JP 2018182349 A JP2018182349 A JP 2018182349A JP 2020051145 A JP2020051145 A JP 2020051145A
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floor
rigid plate
sound
lower rigid
cushioning material
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JP6722247B2 (en
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森 則理
Norimichi Mori
則理 森
征宏 岸
Masahiro Kishi
征宏 岸
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Daiken Corp
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Abstract

To suppress breakage of floor finishing materials 17,17,... such as a stone material and a tile due to sinking even in a soundproof floor substrate structure of a low floor type.SOLUTION: A sound insulation floor substrate structure, in which floor finishing materials 17,17,... comprising a brittle material such as a stone material and a tile are constructed on a surface, comprises: a plate-shaped buffer material 1 comprising a nonwoven fabric; lower rigid plates 7,7,... comprising a plurality of plywood plates and laminated on the buffer materials 1; and upper rigid plates 10,10,... comprising a plurality of plywood plates thinner than the lower rigid plates 7,7,... and laminated on the lower rigid plates 7,7,.... The floor finishing materials 17,17,... such as a stone material and a tile are constructed on the upper rigid plates 10,10,.... A joint portion 11 of the upper rigid plates 10,10,... is positioned at a site different from a joint portion 8 of the lower rigid plates 7,7,... in plan view.SELECTED DRAWING: Figure 1

Description

本発明は、遮音床下地構造、その遮音床下地構造に床仕上材が施工された遮音床構造、及びその施工方法に関する。   The present invention relates to a sound-insulating floor structure, a sound-insulating floor structure in which a floor finishing material is constructed on the sound-insulating floor structure, and a construction method thereof.

一般に、石材やタイルを床仕上材として床面に施工する場合にはモルタルによる湿式施工が行われる。この石材やタイルは脆い脆性材料であるので、踏んだときに割れる踏み割れ等の発生を避けるために、その下地面を不陸のない平坦面にする必要があり、そのために熟練した職人技が必要となる。また、石材やタイルの床仕上材に発生した床衝撃音がモルタルを通して床部に伝わるので、そのままでは2階以上の部屋では使用し難い欠点がある。   Generally, when a stone or a tile is constructed on a floor as a floor finishing material, wet construction using mortar is performed. Since these stones and tiles are brittle brittle materials, it is necessary to make the ground surface flat without irregularities in order to avoid the occurrence of cracks and the like that break when stepped on. Required. In addition, since floor impact noise generated from stone or tile floor finishing materials is transmitted to the floor through the mortar, there is a disadvantage that it is difficult to use it as it is in a room on the second floor or above.

そのため、例えば特許文献1に示すように、床スラブ上に支持具を介して床材を設置して二重床とし、その床材上に捨て貼り下地材を設けて、その上に石材やタイルの床仕上材を貼ることが一般的に行われている。この二重床の構造では、捨て貼り下地材によって表面の不陸の発生を防止し、支持具の介在によって床衝撃音を低減することができる。   Therefore, as shown in Patent Document 1, for example, a floor material is installed on a floor slab via a support to form a double floor, and a discarded base material is provided on the floor material, and a stone or tile is placed thereon. It is common practice to apply floor finishing materials. In this double-floor structure, it is possible to prevent the occurrence of unevenness on the surface by the discarded base material, and to reduce floor impact noise by the interposition of the support.

しかし、その反面、二重床の床構造は施工手間が増えるだけでなく、床材の高さが支持具によって高くなって床面位置が上がるので、その分、天井が低くなるのは避けられない。また、ある部屋だけを二重床にしたときには、その床面が他の部屋よりも高くなって段差が生じることになり、バリアフリーとする上で問題が生じる。   However, on the other hand, the double-floor floor structure not only increases the labor required for construction, but also the height of the floor material is raised by the support and the floor position is raised, so it is possible to avoid lowering the ceiling accordingly. Absent. In addition, when a certain room has a double floor, the floor surface is higher than the other rooms, causing a step, which causes a problem in making the room barrier-free.

一方、特許文献2に示すように、床スラブ上に緩衝材を配置してその上に合板製の下地材を積層し、この下地材上にタイルを接着剤により貼り付ける構造が提案されている。   On the other hand, as shown in Patent Document 2, there has been proposed a structure in which a cushioning material is arranged on a floor slab, a plywood base material is laminated thereon, and a tile is attached on the base material with an adhesive. .

このものでは、二重床の床構造ではないので、床下地材の厚さを薄くして床面位置を下げることができ、緩衝材の緩衝効果によって床衝撃音の階下への伝播も抑えられる。   In this case, since the floor structure is not a double-floor structure, it is possible to lower the floor position by reducing the thickness of the floor base material, and the propagation effect of the floor impact sound to the downstairs is suppressed by the cushioning effect of the cushioning material. .

特開2004−232314号公報JP-A-2004-232314 特開2007−9554号公報JP 2007-9554 A

ところが、上記特許文献2のものでは、タイルに大きな下向きの荷重が加わると、緩衝材がある程度圧縮されて下地材が沈み込むようになる。そのため、複数枚の下地材の一部が沈み込んだときに、その下地材に隣接する他の下地材との間の目地部で段差が生じ、そ目地部両側の下地材にタイルが跨がって貼られていたり、目地部上にタイル間の目地が位置していたりすると、段差部分でタイルやその目地に応力が集中してタイルの割れや目地のずれが生じる虞れがある。   However, in the case of Patent Document 2, when a large downward load is applied to the tile, the cushioning material is compressed to some extent and the base material sinks. Therefore, when a part of the plurality of base materials sinks, a step occurs at the joint between the base material and another base material adjacent to the base material, and the tile straddles the base material on both sides of the joint material. If the tiles are stuck or the joints between the tiles are located on the joints, stress may be concentrated on the tiles or the joints at the step portions, and the tiles may be cracked or the joints may be displaced.

本発明は斯かる点に鑑みてなされたものであり、その目的は、緩衝材を用いる遮音床下地構造に改良を加えることにより、低床タイプの遮音床下地構造であっても、沈み込みに伴って石材やタイル等の床仕上材に割れ等が生じるのを抑制することにある。   The present invention has been made in view of the above, and an object of the present invention is to improve the sound-insulating floor base structure using a cushioning material, so that even a low-floor type sound-insulating floor base structure can be used for sinking. Accordingly, it is to suppress occurrence of cracks or the like in a floor finishing material such as a stone or a tile.

上記の目的を達成するために、この発明では、緩衝材に積層された剛性板材に直接に石材やタイル等の床仕上材を施工するのではなく、両者の間にもう1層の剛性板材を介在させて、2層の剛性板材の目地部を互いにずらすことで、下側の剛性板材の沈み込みに伴って同剛性板材間の目地部に生じる段差の動きを床仕上材に伝わり難くし、その床仕上材への応力集中を防ぐようにした。   In order to achieve the above object, according to the present invention, instead of directly applying a floor finish such as a stone or a tile to a rigid plate laminated on a cushioning material, another layer of rigid plate is interposed between the two. By interposing, the joint portions of the two-layered rigid plate material are shifted from each other, so that the movement of the step generated in the joint portion between the rigid plate materials due to the sinking of the lower rigid plate material is hardly transmitted to the floor finishing material, The stress concentration on the floor finishing material was prevented.

具体的には、第1の発明は、石材又はタイルを含む脆性材料からなる床仕上材が表面に施工される遮音床下地構造であって、板状の緩衝材と、この緩衝材上に積層された複数枚の下側剛性板材と、これらの下側剛性板材上に積層された複数枚の上側剛性板材とを備え、上側剛性板材上に上記床仕上材が施工可能とされ、上記上側剛性板材の目地部が下側剛性板材の目地部と平面視で異なる位置にあることを特徴とする。   Specifically, the first invention is a sound-insulating floor foundation structure in which a floor finishing material made of a brittle material including a stone or a tile is applied to a surface thereof, and a plate-like cushioning material and a laminate on the cushioning material are provided. A plurality of lower rigid plate members, and a plurality of upper rigid plate members laminated on the lower rigid plate members, and the floor finishing material can be installed on the upper rigid plate members, The joint part of the plate is different from the joint part of the lower rigid plate in a plan view.

この第1の発明では、遮音床下地構造は、板状の緩衝材上に、複数枚の下側剛性板材と、その上の複数枚の上側剛性板材とが積層されており、その遮音床下地構造の上側剛性板材上に石材やタイル等の床仕上材が施工されるようになっているので、床仕上材に加わった軽量床衝撃音が階下へ伝播するのを緩衝材の緩衝効果によって抑えることができ、その床衝撃音の低減効果が得られる。また、緩衝材上に上下2層の剛性板材が積層されているだけの構造であるので、床下地構造の厚さを薄くして床面位置を下げることができる。   In the first aspect of the present invention, the sound insulating floor base structure comprises a plurality of lower rigid plate members and a plurality of upper rigid plate members thereon laminated on a plate-like cushioning material. Floor coverings such as stones and tiles are constructed on the upper rigid plate of the structure, so the lightening effect of the light floor impact sound applied to the floor coverings to the downstairs is suppressed by the cushioning effect of the cushioning material And the effect of reducing the floor impact noise can be obtained. In addition, since the structure is such that the upper and lower rigid plate members are merely laminated on the cushioning material, the thickness of the floor base structure can be reduced to lower the floor position.

そして、仮に、遮音床下地構造上に施工されている石材やタイル等の床仕上材に大きな下向きの荷重が加わると、それに伴って荷重位置の緩衝材が圧縮変形して下側剛性板材が沈み込もうとし、その沈み込みによって下側剛性板材と、それに隣接する他の剛性板材との間の目地部で段差が生じようとするが、この下側剛性板材間の目地部と、その上側の複数枚の上側剛性板材との目地部は互いに異なる位置にあるので、下側剛性板材の沈み込みは発生せず、沈み込みに伴う段差の動きが床仕上材に伝わることもなく、床仕上材に応力が集中するのを防ぐことができる。そのため、床仕上材が石材やタイル等の脆性材料であっても、その割れ等を防止することができる。   If a large downward load is applied to the floor covering, such as stone or tile, installed on the sound-insulating floor foundation structure, the cushioning material at the load position is compressed and deformed, causing the lower rigid plate to sink. At this time, the sinking tends to cause a step at the joint between the lower rigid plate and another rigid plate adjacent thereto, but the joint between the lower rigid plate and the upper part Since the joints between the upper rigid plate and the plurality of upper rigid plates are located at mutually different positions, the lower rigid plate does not sink, and the movement of the step due to the sink does not transmit to the floor finishing material. The stress can be prevented from being concentrated on the substrate. Therefore, even if the floor finishing material is a brittle material such as a stone or a tile, it is possible to prevent cracking or the like.

第2の発明は、第1の発明において、緩衝材と下側剛性板材とが接着により一体化されていることを特徴とする。このことで、施工現場で接着のための手間を省くことができるとともに、下側剛性板材が緩衝材に対し位置ずれすることがなくなり、施工性が向上する。   A second invention is characterized in that, in the first invention, the cushioning material and the lower rigid plate are integrated by bonding. This can save time and labor for bonding at the construction site, and prevent the lower rigid plate material from being displaced with respect to the cushioning material, thereby improving workability.

第3の発明は、第1又は第2の発明において、上側剛性板材が下側剛性板材に固定されていることを特徴とする。こうすると、上下2層の剛性板材が一体化されて剛性が高くなり、その分、脆性材料からなる床仕上材がより一層割れ難くなる。また、固定にビス等の固定具を用いると、接着剤により接着する場合に比べ固定までの時間が短くなって施工性を高めることができる。   According to a third invention, in the first or second invention, the upper rigid plate is fixed to the lower rigid plate. In this case, the rigid plate material of the upper and lower two layers is integrated to increase rigidity, and accordingly, the floor finishing material made of a brittle material is more difficult to be broken. In addition, when a fixing tool such as a screw is used for fixing, the time required for fixing is shorter than in the case of bonding with an adhesive, so that workability can be improved.

第4の発明は、第1〜第3の発明のいずれか1つにおいて、緩衝材は不織布からなることを特徴とする。このことで、第1の発明の効果を奏し得るのに有効な緩衝材が得られる。   A fourth invention is characterized in that, in any one of the first to third inventions, the cushioning material is made of a nonwoven fabric. Thus, a buffer material that is effective in achieving the effects of the first invention can be obtained.

第5の発明は、第1〜第4の発明のいずれか1つにおいて、緩衝材の厚さが10mm以上で30mm以下であることを特徴とする。緩衝材の厚さが10mmよりも薄いと、軽量床衝撃音の低減効果が不十分となる一方、30mmを超えると、床面を踏んだときの沈み込み量が大きくなってふわふわ感が顕著となり、床仕上材の割れが発生する可能性も大きくなる。   A fifth invention is characterized in that in any one of the first to fourth inventions, the thickness of the cushioning material is 10 mm or more and 30 mm or less. If the thickness of the cushioning material is thinner than 10 mm, the effect of reducing the lightweight floor impact sound will be insufficient, while if it exceeds 30 mm, the sinking amount when stepping on the floor surface becomes large and the fluffy feeling becomes remarkable. In addition, the possibility of cracking of the floor finishing material increases.

よって、この第5の発明では、軽量床衝撃音の低減効果が得られ、かつ床仕上材の割れを防止できるのに望ましい緩衝材の厚さが得られる。   Therefore, according to the fifth aspect, it is possible to obtain the effect of reducing the light floor impact sound and obtain the thickness of the cushioning material that is desirable for preventing the floor finishing material from cracking.

第6の発明は遮音床構造に係り、この遮音床構造は、第1〜第5の発明のいずれか1つの遮音床下地構造の上側剛性板材の上面に床仕上材が施工されていることを特徴とする。   The sixth invention relates to a sound insulation floor structure, and this sound insulation floor structure is characterized in that a floor finishing material is constructed on an upper surface of an upper rigid plate of any one of the sound insulation floor foundation structures of the first to fifth inventions. Features.

この第6の発明では、第1の発明と同様に、軽量床衝撃音に対し高い低減効果を有しかつ石材やタイル等の脆性材料からなる床仕上材が割れ難い遮音床構造が得られる。   According to the sixth aspect, similarly to the first aspect, a sound insulation floor structure having a high effect of reducing a lightweight floor impact sound and in which a floor finishing material made of a brittle material such as a stone or a tile is hard to crack can be obtained.

第7の発明は、第6の発明の遮音床構造を施工する方法であって、床スラブ上に、緩衝材と、その上に積層された複数枚の下側剛性板材とを敷き込み、その下側剛性板材上に複数枚の上側剛性板材を、該上側剛性板材間の目地部が下側剛性板材間の目地部と異なる位置に位置するように積層して、該上側剛性板材を下側剛性板材に固定し、上記上側剛性板材の上に床仕上材を施工することを特徴とする。   A seventh invention is a method of constructing the sound insulation floor structure according to the sixth invention, in which a cushioning material and a plurality of lower rigid plate materials laminated thereon are laid on a floor slab. A plurality of upper rigid plate members are laminated on the lower rigid plate member so that joints between the upper rigid plate members are located at positions different from joints between the lower rigid plate members, and the upper rigid plate member is placed on the lower rigid plate member. It is characterized by fixing to a rigid board and applying a floor finishing material on the upper rigid board.

この第7の発明では、床スラブ上に、緩衝材と、その上に積層された複数枚の下側剛性板材とが敷き込まれた後、これら下側剛性板材上に複数枚の上側剛性板材が、該上側剛性板材間の目地部を下側剛性板材間の目地部と異ならせて積層され、上側剛性板材は下側剛性板材に固定される。最後に、上側剛性板材の上に床仕上材が施工される。このことで、軽量床衝撃音の低減効果の高い低床タイプの遮音床構造を容易に施工することができる。   In the seventh invention, after the cushioning material and the plurality of lower rigid plate materials laminated thereon are laid on the floor slab, the plurality of upper rigid plate materials are laid on these lower rigid plate materials. However, the joints between the upper rigid plate members are stacked so as to be different from the joint portions between the lower rigid plate members, and the upper rigid plate member is fixed to the lower rigid plate member. Finally, a floor finish is applied on the upper rigid plate. This makes it possible to easily construct a low-floor type sound insulation floor structure having a high effect of reducing a light floor impact sound.

以上説明したように、本発明によると、板状の緩衝材上に複数枚の下側剛性板材を積層し、その上に複数枚の上側剛性板材を、上側剛性板材の目地部が下側剛性板材の目地部と平面視で異なるように積層し、上側剛性板材上に石材やタイル等の脆性材料からなる床仕上材を施工するようにしたことにより、床仕上材に加わった軽量床衝撃音が階下へ伝播するのを緩衝材の緩衝効果によって抑えて床衝撃音の低減効果が得られるとともに、床下地構造の厚さを薄くして床面位置を下げることができる。さらに、床仕上材に加わった下向きの荷重により緩衝材が圧縮変形して下側剛性板材が沈み込んだとしても、下側剛性板材の沈み込みに伴う段差の動きを上側剛性板材によって阻止して床仕上材に伝わり難くし、床仕上材に応力が集中するのを防いて、その割れを防止することができる。   As described above, according to the present invention, a plurality of lower rigid plate members are laminated on a plate-like cushioning material, and a plurality of upper rigid plate members are stacked thereon, and the joint portion of the upper rigid plate member has a lower rigid member. Lightweight floor impact sound added to the floor finish material by stacking it differently from the joints of the plate material in plan view and installing the floor finish material made of brittle material such as stone or tile on the upper rigid plate material Can be suppressed by the cushioning effect of the cushioning material, whereby the effect of reducing floor impact noise can be obtained, and the thickness of the basement structure can be reduced to lower the floor position. Furthermore, even if the cushioning material is compressed and deformed by the downward load applied to the floor finishing material and the lower rigid plate material sinks, the movement of the step due to the sinking of the lower rigid plate material is prevented by the upper rigid plate material. It is difficult to transmit to the floor finishing material, and it is possible to prevent stress from being concentrated on the floor finishing material, thereby preventing cracking.

図1は、本発明の実施形態に係る遮音床下地構造及び遮音床構造を示す断面図である。FIG. 1 is a cross-sectional view showing a sound-insulating floor base structure and a sound-insulating floor structure according to an embodiment of the present invention. 図2は、遮音床下地構造及び遮音床構造を示す斜視図である。FIG. 2 is a perspective view showing the sound insulating floor base structure and the sound insulating floor structure. 図3は、壁部近くの遮音床下地構造を示す断面図である。FIG. 3 is a cross-sectional view showing a sound-insulating floor base structure near a wall. 図4は、床仕上材がタイルであるときの軽量床衝撃音レベルの例を示す図である。FIG. 4 is a diagram illustrating an example of a lightweight floor impact sound level when the floor finishing material is a tile. 図5は、床仕上材が大理石であるときの軽量床衝撃音レベルの例を示す図である。FIG. 5 is a diagram illustrating an example of a lightweight floor impact sound level when the floor finishing material is marble. 図6は、緩衝材としての不織布の厚さに応じた床仕上材の沈み込み量を示す図である。FIG. 6 is a diagram showing the sinking amount of the floor finishing material according to the thickness of the nonwoven fabric as the cushioning material.

以下、本発明の実施形態を図面に基づいて詳細に説明する。以下の実施形態の説明は、本質的に例示に過ぎず、本発明、その適用物或いはその用途を制限することを意図するものでは全くない。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. The description of the embodiments below is merely an example in nature, and is not intended to limit the present invention, its applications, and its uses.

図1及び図2は本発明の実施形態に係る音床下地構造及び遮音床構造を示し、その遮音床構造は、例えばRC造りの集合住宅のコンクリート床スラブF上に施工される。図1及び図2において、1は床スラブF上に敷設される板状の緩衝材で、この緩衝材1は、例えば60〜96K程度の密度を有する高密度の不織布を板状にカットしたものであり、その厚さは10mm以上で30mm以下であることが好ましい。緩衝材1の厚さが10mmよりも薄いと、上側に載置積層される後述の剛性板材7,10や床仕上材17によって緩衝材1が過度に圧縮されて潰れてしまい、軽量床衝撃音の低減性能が不十分となるためである。緩衝材1の厚さは10mm以上であれば、厚くなるほど軽量床衝撃音の低減性能が高くなるが、反面では床下地材1全体の厚さも大きくなって施工時の床面高さが高くなるだけでなく、緩衝材1自体の圧縮変形による床面の沈み込み量も大きくなるため、30mm以下とされている。本実施形態では、緩衝材1は、例えば厚さ14mm、幅910mm、長さ1820mmの縦長の矩形板形状とされている。   1 and 2 show a sound floor foundation structure and a sound insulation floor structure according to an embodiment of the present invention. The sound insulation floor structure is constructed on a concrete floor slab F of an RC house, for example. 1 and 2, reference numeral 1 denotes a plate-like cushioning material laid on a floor slab F. The cushioning material 1 is obtained by cutting a high-density nonwoven fabric having a density of, for example, about 60 to 96K into a plate shape. The thickness is preferably 10 mm or more and 30 mm or less. If the thickness of the cushioning material 1 is less than 10 mm, the cushioning material 1 is excessively compressed and crushed by the rigid plate materials 7 and 10 and the floor finishing material 17 which are placed and laminated on the upper side, and the floor impact sound is lightweight. This is because the performance of reducing the insufficiency becomes insufficient. If the thickness of the cushioning material 1 is 10 mm or more, the thicker the thickness, the higher the performance of reducing the light floor impact sound, but on the other hand, the greater the thickness of the floor base material 1 as a whole, the higher the floor height at the time of construction. Not only that, but also the amount of sinking of the floor surface due to the compression deformation of the cushioning material 1 itself increases, so that the thickness is set to 30 mm or less. In the present embodiment, the cushioning member 1 has a vertically long rectangular plate shape with a thickness of 14 mm, a width of 910 mm, and a length of 1820 mm, for example.

緩衝材1を構成する不織布は、主原料として中実繊維と中空繊維とが混在し、これらが交絡してバインダーとしての芯鞘繊維により一体的に接着されている。中実繊維は、例えば繊維太さ15dtex、繊維長51mm、融点が約260℃のポリエチレンテレフタレート(PET)繊維からなり、中空繊維は、例えば繊維太さ14.4dtex、繊維長64mm、融点が約260℃のポリエチレンテレフタレート(PET)中空繊維からなる。バインダーである芯鞘繊維は、例えば繊維太さ2.2dtex、繊維長51mm、融点が約260℃のポリエチレンテレフタレート(PET)繊維からなる芯繊維と、その周り全体に配置され、例えば繊維太さ4.4dtex、繊維長51mm、融点が約110℃の低融点ポリエチレンテレフタレート(PET)繊維からなる鞘繊維とを有する。そして、不織布における中実繊維、中空繊維及び芯鞘繊維の混合割合は、重量比で例えば中実繊維が45%、中空繊維が15%、芯鞘繊維が40%である。   In the nonwoven fabric constituting the cushioning material 1, solid fibers and hollow fibers are mixed as main raw materials, and these are entangled and integrally bonded by a core-sheath fiber as a binder. The solid fiber is, for example, a polyethylene terephthalate (PET) fiber having a fiber thickness of 15 dtex, a fiber length of 51 mm, and a melting point of about 260 ° C. The hollow fiber is, for example, a fiber thickness of 14.4 dtex, a fiber length of 64 mm, and a melting point of about 260 ° C. It consists of polyethylene terephthalate (PET) hollow fiber at ℃. The core-sheath fiber as a binder is, for example, a core fiber made of polyethylene terephthalate (PET) fiber having a fiber thickness of 2.2 dtex, a fiber length of 51 mm, and a melting point of about 260 ° C., and is disposed around the entire core fiber. And a sheath fiber made of low-melting polyethylene terephthalate (PET) fiber having a fiber length of 51 d and a melting point of about 110 ° C. The mixing ratio of the solid fiber, the hollow fiber, and the core-sheath fiber in the nonwoven fabric is, for example, 45% for the solid fiber, 15% for the hollow fiber, and 40% for the core-sheath fiber in weight ratio.

上記緩衝材1の上面には複数枚の下側剛性板材7,7,…が積層され、この各下側剛性板材7は緩衝材1と接着剤による接着により一体化されている。この接着剤は、例えば例えば酢酸ビニル系接着剤等が用いられる。下側剛性板材7は例えば合板からなり、その厚さは例えば12mmで緩衝材1の厚さよりも少し薄いものが用いられている。複数枚の下側剛性板材7,7,…は、各々の伸縮を考慮して互いに隙間をあけた状態で並べられて配置され、隣接する下側剛性板材7,7間に目地部8が形成されている。本実施形態では、下側剛性板材7は、例えば厚さ14mm、幅910mm、長さ1820mmの縦長の矩形板形状とされている。   A plurality of lower rigid plate members 7, 7,... Are laminated on the upper surface of the cushioning material 1, and the lower rigid plate members 7 are integrated with the cushioning material 1 by bonding with an adhesive. As the adhesive, for example, a vinyl acetate adhesive or the like is used. The lower rigid plate 7 is made of, for example, plywood, and has a thickness of, for example, 12 mm and is slightly smaller than the thickness of the cushioning material 1. The plurality of lower rigid plate members 7, 7,... Are arranged side by side with a gap therebetween in consideration of expansion and contraction, and joint portions 8 are formed between adjacent lower rigid plate members 7, 7. Have been. In the present embodiment, the lower rigid plate 7 is, for example, a vertically long rectangular plate having a thickness of 14 mm, a width of 910 mm, and a length of 1820 mm.

また、上記下側剛性板材7,7,…の上側には複数枚の上側剛性板材10,10,…が積層され、この上側剛性板材10は下側剛性板材7に対しビスやステープル等の固定具13,13,…(図示例ではビス)により固定されて一体化されている。上側剛性板材10も例えば合板からなり、その厚さは例えば9mmで下側剛性板材7よりも薄いものが用いられている。複数枚の上側剛性板材10,10,…も、各々の伸縮を考慮して互いに隙間をあけた状態で並べられて配置され、隣接する上側剛性板材10,10,…間に目地部11が形成されている。本実施形態では、上側剛性板材10は、例えば厚さ9mm、幅910mm、長さ1820mmの縦長の矩形板形状とされている。   A plurality of upper rigid plate members 10, 10,... Are laminated on the lower rigid plate members 7, 7,..., And the upper rigid plate member 10 is fixed to the lower rigid plate member 7 with screws, staples, or the like. .. (In the illustrated example, screws) are fixed and integrated. The upper rigid plate 10 is also made of, for example, plywood, and has a thickness of, for example, 9 mm and is thinner than the lower rigid plate 7. The plurality of upper rigid plate members 10, 10,... Are also arranged side by side with a gap therebetween in consideration of expansion and contraction, and joint portions 11 are formed between adjacent upper rigid plate members 10, 10,. Have been. In the present embodiment, the upper rigid plate member 10 is, for example, a vertically long rectangular plate shape having a thickness of 9 mm, a width of 910 mm, and a length of 1820 mm.

上側剛性板材10は、例えば石材やタイル等の脆性材料からなる床仕上材17の耐久性を上げる目的で床下地構造の剛性を高めるためのものであり、下側剛性板材7は、例えば上側剛性板材10を取付固定するために用いられる。   The upper rigid plate 10 is for increasing the rigidity of the floor base structure for the purpose of increasing the durability of the floor finishing material 17 made of a brittle material such as a stone or a tile, and the lower rigid plate 7 is formed of, for example, an upper rigid. It is used for fixing the plate material 10.

以上の緩衝材1と、その上の下側剛性板材7,7,…及び上側剛性板材10,10,…とで本発明の実施形態に係る遮音床下地構造が構成されている。そのうち、緩衝材1と下側剛性板材7,7,…とは接着一体化され、上側剛性板材10,10,…は施工現場で下側剛性板材7,7,…に固定されるように施工される。   The above-described cushioning material 1, the lower rigid plate members 7, 7,... And the upper rigid plate members 10, 10,... On the buffer member 1 constitute the sound-insulating floor base structure according to the embodiment of the present invention. Among them, the cushioning material 1 and the lower rigid plates 7, 7, ... are bonded and integrated, and the upper rigid plates 10, 10, ... are fixed to the lower rigid plates 7, 7, ... at the construction site. Is done.

そして、上記遮音床下地構造における上側剛性板材10,10,…上に複数の床仕上材17,17,…が施工可能とされ、その施工によって遮音床構造が構成されている。各床仕上材17は、石材やタイル等の脆性材料からなる例えば細長い板状のもので、複数の床仕上材17,17,…が幅方向に並べられた状態で上側剛性板材10,10,…上に接着により固定されている。本実施形態では、床仕上材17は、例えば厚さ9mm、幅450mm、長さ450mmの矩形板形状とされている。   A plurality of floor finishing materials 17, 17,... Can be constructed on the upper rigid plate materials 10, 10,... In the sound insulation floor foundation structure, and the construction constitutes a sound insulation floor structure. Each floor finishing material 17 is, for example, an elongated plate made of a brittle material such as a stone or a tile. The upper rigid plate materials 10, 10,... Are arranged in a state where a plurality of floor finishing materials 17, 17,. ... fixed on the top by adhesion. In the present embodiment, the floor finishing material 17 is, for example, a rectangular plate having a thickness of 9 mm, a width of 450 mm, and a length of 450 mm.

さらに、上記遮音床下地構造において、上側剛性板材10,10間の目地部11は、下側剛性板材7,7間の目地部8と平面視で異なる位置に位置している。   Furthermore, in the above-mentioned sound insulation floor foundation structure, the joint part 11 between the upper rigid plate members 10 is located at a position different from the joint part 8 between the lower rigid plate members 7 in plan view.

尚、図3に示すように、壁部に近い部分の壁際の遮音床下地構造では、緩衝材1が部分的にカットされて下側剛性板材7の下側に緩衝材1のない部分が形成され、その部分の床スラブF上には際根太20が緩衝材1と間隔を空けて配置されている。この際根太20は、例えば厚さ12mm、幅45mmの細長い合板製基材21の下面(裏面)に例えば厚さ2mmの複数のPVCマット22を例えば300mmのピッチで長さ方向に並べて貼り付けたものであり、その際根太20の高さは緩衝材1と同じになっている。この際根太20上側の下側剛性板材7にも上側剛性板材10が積層されており、際根太20、下側剛性板材7及び上側剛性板材10の各々の壁際の側端面は鉛直方向に面一に揃うように配置されている。   As shown in FIG. 3, in the sound insulation floor base structure near the wall, the cushioning material 1 is partially cut to form a portion without the cushioning material 1 below the lower rigid plate 7. The edge joist 20 is arranged on the floor slab F of that portion at an interval from the cushioning material 1. At this time, the joist 20 has a plurality of 2 mm-thick PVC mats 22 arranged, for example, at a pitch of 300 mm on the lower surface (back surface) of a long and thin plywood base material 21 having a thickness of 12 mm and a width of 45 mm, for example. In this case, the height of the joist 20 is the same as that of the cushioning material 1. At this time, the upper rigid plate member 10 is also laminated on the lower rigid plate member 7 above the joist 20, and the side end faces of the joist 20, the lower rigid plate member 7, and the upper rigid plate member 10 are flush with each other in the vertical direction. It is arranged so as to be aligned.

次に、上記遮音床構造(遮音床下地構造)の施工方法について説明する。床スラブF上に、遮音床下地構造のうちの緩衝材1と、その上に接着剤により接着されて一体化された複数枚の下側剛性板材7,7,…とを敷き込む。   Next, a method of constructing the sound insulation floor structure (sound insulation floor base structure) will be described. On the floor slab F, the cushioning material 1 of the sound-insulating floor base structure and a plurality of lower rigid plate members 7, 7,...

次いで、下側剛性板材7,7,…上に複数枚の上側剛性板材10,10,…を積層する。そのとき、隣り合う上側剛性板材10,10,…間の上記目地部11が下側剛性板材7,7,…間の目地部8と異なる位置に位置するように配置する。このように積層された上側剛性板材10,10,…を下側剛性板材7,7,…に固定具13,13,…により固定する。以上により遮音床下地構造が形成される。   Next, a plurality of upper rigid plate members 10, 10,... Are laminated on the lower rigid plate members 7, 7,. At this time, the joint portions 11 between the adjacent upper rigid plate members 10, 10,... Are arranged at positions different from the joint portions 8 between the lower rigid plate members 7, 7,. The upper rigid plate members 10, 10,... Stacked in this manner are fixed to the lower rigid plate members 7, 7,. As described above, the sound insulating floor base structure is formed.

最後に、上記遮音床下地構造の上側剛性板材10,10,…の上に石材やタイル等の床仕上材17,17,…を配置して接着する。以上により、軽量床衝撃音の低減効果の高い低床タイプの遮音床構造を容易に施工することができる。   Finally, floor finishing materials 17, 17,..., Such as stones and tiles, are arranged on the upper rigid plate materials 10, 10,. As described above, it is possible to easily construct a low-floor type sound insulation floor structure having a high effect of reducing a light floor impact sound.

したがって、この実施形態においては、板状の緩衝材1上に、複数枚の下側剛性板材7,7,…と、その上の複数枚の上側剛性板材10,10,…とが積層されて遮音床下地構造が構成されており、その遮音床下地構造の上側剛性板材10,10,…上に石材やタイル等の床仕上材17,17,…が施工されて、遮音床構造が構成されている。そのため、床仕上材17,17,…に加わった軽量床衝撃音が階下へ伝播するのを緩衝材1の緩衝効果によって抑えることができ、その床衝撃音の低減効果が得られる。   Therefore, in this embodiment, a plurality of lower rigid plate members 7, 7,... And a plurality of upper rigid plate members 10, 10,. A floor structure 17, such as a stone or a tile, is constructed on the upper rigid plate members 10, 10,... Of the sound insulation floor structure to form a sound insulation floor structure. ing. Therefore, the propagation of the lightweight floor impact sound applied to the floor finishing materials 17, 17,... To the downstairs can be suppressed by the cushioning effect of the cushioning material 1, and the floor impact sound can be reduced.

また、遮音床下地構造は、緩衝材1上に上下2層の剛性板材10,7が積層されているだけの構造であるので、その遮音床下地構造の厚さを薄くして床面位置を下げることができ、延いては高い天井高さを確保することができる。   Further, since the sound insulating floor base structure is a structure in which the upper and lower rigid plate members 10 and 7 are merely laminated on the cushioning material 1, the thickness of the sound insulating floor base structure is reduced to reduce the floor position. It can be lowered, and a high ceiling height can be secured.

さらに、仮に、遮音床下地構造上に施工されている石材やタイル等の床仕上材17,17,…に例えば踏み込み等により大きな下向きの荷重が加わると、それに伴って荷重位置の緩衝材1が圧縮変形して下側剛性板材7が沈み込もうとし、その沈み込みによって当該下側剛性板材7と、それに隣接する他の下側剛性板材7との間の目地部8で段差が生じようとするが、この下側剛性板材7,7間の目地部8に対し、その上側の上側剛性板材10,10間の目地部11が異なる位置にあるので、下側剛性板材7の沈み込みは発生せず、沈み込みに伴う段差の動きが床仕上材17に伝わることはなく、よって床仕上材17に応力が集中するのを防ぐことができる。そのため、床仕上材17が石材やタイル等の脆性材料であっても、その割れや床仕上材17,17間の目地のずれを防止することができる。   Further, if a large downward load is applied to the floor finishing materials 17, 17,..., Such as stones and tiles, which are constructed on the sound-insulating floor foundation structure, for example, by stepping on, etc., the cushioning material 1 at the load position is accordingly attached. The lower rigid plate 7 tends to sink due to compression deformation, and the sink may cause a step at the joint 8 between the lower rigid plate 7 and another lower rigid plate 7 adjacent thereto. However, since the joint portion 8 between the lower rigid plate members 7 and 7 is located at a different position from the joint portion 11 between the upper rigid plate members 10 and 10 above, the sinking of the lower rigid plate member 7 occurs. Without this, the movement of the step due to the sinking is not transmitted to the floor finishing material 17, so that the concentration of stress on the floor finishing material 17 can be prevented. Therefore, even if the floor finishing material 17 is a brittle material such as a stone or a tile, it is possible to prevent cracks and displacement of joints between the floor finishing materials 17 and 17.

また、緩衝材1と下側剛性板材7とが接着により一体化されていることから、施工現場ではそれらを接着するための手間を省くことができる。しかも、下側剛性板材7,7,…が緩衝材1に対し位置ずれすることもなくなる。これらにより、施工現場での施工性が良くなる。   Further, since the cushioning member 1 and the lower rigid plate member 7 are integrated by bonding, the labor for bonding them can be saved at the construction site. Moreover, the lower rigid plate members 7, 7,... These improve the workability at the construction site.

さらに、上側剛性板材10が下側剛性板材7に固定されているので、上下2層の剛性板材10,7が一体化されて全体として剛性が高くなり、その分、脆性材料からなる床仕上材17の割れやそれらの目地のずれがより一層生じ難くなる。また、上下2層の剛性板材10,7の固定に固定具13を用いるので、接着剤により接着する場合に比べ固定までの時間が短くなって施工性を高めることができる。尚、本発明では、接着剤により接着してもよく、その構造も含んでいる。   Further, since the upper rigid plate member 10 is fixed to the lower rigid plate member 7, the rigid plate members 10 and 7 of the upper and lower layers are integrated to increase the rigidity as a whole, and accordingly, the floor finishing material made of brittle material. Cracks 17 and displacement of the joints are more unlikely to occur. Further, since the fixture 13 is used for fixing the upper and lower rigid plates 10 and 7, the time required for fixing is shorter than in the case of bonding with an adhesive, and the workability can be improved. In the present invention, the bonding may be performed by an adhesive, and the structure is also included.

また、緩衝材1の厚さが10mm以上で30mm以下であるので、上記軽量床衝撃音の低減効果が有効に得られるとともに、床仕上材17の沈み込み量も適正範囲となって踏んだときのふわふわ感という違和感を感じ難くなり、床仕上材17の割れ等の発生もより一層有効に防止することができる。   Further, since the thickness of the cushioning material 1 is 10 mm or more and 30 mm or less, the effect of reducing the lightweight floor impact sound can be effectively obtained, and when the sinking amount of the floor finishing material 17 is within the appropriate range, the stepping is performed. This makes it difficult to feel the uncomfortable feeling of fluffy feeling, and the occurrence of cracks or the like in the floor finishing material 17 can be more effectively prevented.

(その他の実施形態)
尚、上記実施形態では、緩衝材1と下側剛性板材7とを接着により一体化しているが、緩衝材1上に下側剛性板材7を接着せずに積層するだけでもよい。しかし、上記のように施工性の向上、下側剛性板材7の緩衝材1に対するずれ防止を図り得る点では一体化しておくのが好ましい。
(Other embodiments)
In the above-described embodiment, the cushioning member 1 and the lower rigid plate member 7 are integrated by bonding. However, the lower rigid plate member 7 may be simply laminated on the cushioning member 1 without bonding. However, as described above, it is preferable to integrate them in that the workability can be improved and the lower rigid plate 7 can be prevented from being shifted from the cushioning material 1.

次に、具体的に実施した実施例について説明する。   Next, a specific embodiment will be described.

(試験1)
厚さ200mmのコンクリート床スラブ上に、上記実施形態の構成の遮音床下地構造に床仕上材を固定した試験体を置き敷きした。
(Test 1)
On a 200 mm-thick concrete floor slab, a test body having a floor finishing material fixed to the sound-insulating floor structure having the configuration of the above embodiment was laid.

緩衝材としては、厚さが3mm、7mm、10mm、14mm、18mm、幅が900mm、長さが1800mm、密度が86Kの不織布と、厚さが12mm、密度が100Kで他の寸法が上記と同じ不織布と、厚さが12mm、密度が96Kで他の寸法が上記と同じグラスウール(GW)との3種類を用いた。   As the cushioning material, a nonwoven fabric having a thickness of 3 mm, 7 mm, 10 mm, 14 mm, 18 mm, a width of 900 mm, a length of 1800 mm, and a density of 86 K, a thickness of 12 mm, a density of 100 K and other dimensions are the same as above Three types of nonwoven fabric and glass wool (GW) having a thickness of 12 mm, a density of 96K and other dimensions same as those described above were used.

下側剛性板材は厚さ12mmの合板とし、上側剛性板材は厚さ9mmの合板とした。床仕上材は厚さ9mmのタイル及び厚さ13mmの大理石とし、タイルは15.4kg/mで、また大理石は33.9kg/mでそれぞれ施工した。このことで、試験体は、厚さ33〜50mm、幅900mm、長さ1800mmのものとした。 The lower rigid plate was a plywood having a thickness of 12 mm, and the upper rigid plate was a plywood having a thickness of 9 mm. Flooring is the marble tiles and thickness 13mm in thickness 9 mm, the tile is 15.4 kg / m 2, also marble was constructed respectively 33.9kg / m 2. Thus, the test specimen had a thickness of 33 to 50 mm, a width of 900 mm, and a length of 1800 mm.

試験体の中央部をタッピングマシンにより加振し、コンクリート床スラブ下側の残響室に騒音計を配置して伝播音を測定し、試験体の遮音性能をオクターブ帯域中心周波数について評価した。床仕上材がタイルであるときの結果を図4に、また大理石であるときの結果を図5にそれぞれ示す。   The center of the specimen was vibrated by a tapping machine, a sound level meter was placed in a reverberation room below the concrete floor slab, and the transmitted sound was measured. The sound insulation performance of the specimen was evaluated with respect to the octave band center frequency. FIG. 4 shows the results when the floor finish is a tile, and FIG. 5 shows the results when the marble is a marble.

これら図4及び図5に示すように、本発明の遮音床下地構造を備えた床構造であると、軽量床衝撃音が低減されており、特に緩衝材(不織布)の厚さが10mm以上であると、軽量床衝撃音が大きく低減していることが判る。   As shown in FIGS. 4 and 5, the floor structure provided with the sound-insulating floor base structure of the present invention reduces the weight of the floor impact sound, especially when the thickness of the cushioning material (nonwoven fabric) is 10 mm or more. It can be seen that light floor impact noise is greatly reduced.

(試験2)
試験1と同様にして試験体を作製し、床仕上材は厚さ9mmのタイルに限定し、そのタイルを15.4kg/mで施工した。また、緩衝材は不織布で、その厚さを24〜34mmに変更した(密度は86K)。他の寸法は試験1の試験体と同じである。
(Test 2)
A test specimen was prepared in the same manner as in Test 1, and the floor finishing material was limited to a tile having a thickness of 9 mm, and the tile was applied at 15.4 kg / m 2 . The cushioning material was a non-woven fabric, and its thickness was changed to 24-34 mm (the density was 86K). Other dimensions are the same as the test specimen of Test 1.

この試験体に対し、その床仕上材(タイル)の一部の直径80mmの範囲に荷重20〜100kgの局所荷重を加え、試験体の沈み込み量を測定した。その結果を図6に示す。   A local load of 20 to 100 kg was applied to a part of the floor finishing material (tile) having a diameter of 80 mm to the test specimen, and the sinking amount of the test specimen was measured. FIG. 6 shows the result.

この図6によれば、緩衝材(不織布)の厚さが30mm以下であれば、沈み込み量が小さくなり、100kgの局所荷重であっても3mm台に止まっている。このことから、緩衝材(不織布)の厚さを30mm以下とすると、小さい沈み込み量によってタイルの割れを防止できるとともに、床面を踏んだときのふわふわ感が生じ難くなっていることが明らかとなった。   According to FIG. 6, when the thickness of the cushioning material (nonwoven fabric) is 30 mm or less, the amount of sinking is small, and even when the local load is 100 kg, it stays on the order of 3 mm. From this, it is clear that when the thickness of the cushioning material (non-woven fabric) is 30 mm or less, it is possible to prevent cracking of the tile by a small sinking amount, and it is difficult to generate a fluffy feeling when stepping on the floor surface. became.

本発明は、軽量床衝撃音に対し高い低減効果を有しながら、沈み込みに伴って石材やタイル等の床仕上材が割れるのを抑制できる低床タイプの防音床下地構造が得られ、極めて有用で産業上の利用可能性が高い。   The present invention provides a low-floor type sound-insulating floor base structure capable of suppressing cracking of a floor finishing material such as a stone or a tile due to sinking, while having a high effect of reducing a lightweight floor impact sound. Useful and has high industrial applicability.

1 緩衝材
7 下側剛性板材
8 目地部
10 上側剛性板材
11 目地部
13 固定具
17 床仕上材
DESCRIPTION OF SYMBOLS 1 Buffer material 7 Lower rigid board 8 Joint 10 Upper rigid board 11 Joint 13 Fixing 17 Floor finishing material

本発明は、遮音床構造、及びその施工方法に関する。 The present invention, sound insulation floor structure, and to a construction method.

一般に、石材やタイルを床仕上材として床面に施工する場合にはモルタルによる湿式施工が行われる。この石材やタイルは脆い脆性材料であるので、踏んだときに割れる踏み割れ等の発生を避けるために、その下地面を不陸のない平坦面にする必要があり、そのために熟練した職人技が必要となる。また、石材やタイルの床仕上材に発生した床衝撃音がモルタルを通して床部に伝わるので、そのままでは2階以上の部屋では使用し難い欠点がある。   Generally, when a stone or a tile is constructed on a floor as a floor finishing material, wet construction using mortar is performed. Since these stones and tiles are brittle brittle materials, it is necessary to make the ground surface flat without irregularities in order to avoid the occurrence of cracks and the like that break when stepped on. Required. In addition, since floor impact noise generated from stone or tile floor finishing materials is transmitted to the floor through the mortar, there is a disadvantage that it is difficult to use it as it is in a room on the second floor or above.

そのため、例えば特許文献1に示すように、床スラブ上に支持具を介して床材を設置して二重床とし、その床材上に捨て貼り下地材を設けて、その上に石材やタイルの床仕上材を貼ることが一般的に行われている。この二重床の構造では、捨て貼り下地材によって表面の不陸の発生を防止し、支持具の介在によって床衝撃音を低減することができる。   Therefore, as shown in Patent Document 1, for example, a floor material is installed on a floor slab via a support to form a double floor, and a discarded base material is provided on the floor material, and a stone or tile is placed thereon. It is common practice to apply floor finishing materials. In this double-floor structure, it is possible to prevent the occurrence of unevenness on the surface by the discarded base material, and to reduce floor impact noise by the interposition of the support.

しかし、その反面、二重床の床構造は施工手間が増えるだけでなく、床材の高さが支持具によって高くなって床面位置が上がるので、その分、天井が低くなるのは避けられない。また、ある部屋だけを二重床にしたときには、その床面が他の部屋よりも高くなって段差が生じることになり、バリアフリーとする上で問題が生じる。   However, on the other hand, the double-floor floor structure not only increases the labor required for construction, but also the height of the floor material is raised by the support and the floor position is raised, so it is possible to avoid lowering the ceiling accordingly. Absent. In addition, when a certain room has a double floor, the floor surface is higher than the other rooms, causing a step, which causes a problem in making the room barrier-free.

一方、特許文献2に示すように、床スラブ上に緩衝材を配置してその上に合板製の下地材を積層し、この下地材上にタイルを接着剤により貼り付ける構造が提案されている。   On the other hand, as shown in Patent Document 2, there has been proposed a structure in which a cushioning material is arranged on a floor slab, a plywood base material is laminated thereon, and a tile is attached on the base material with an adhesive. .

このものでは、二重床の床構造ではないので、床下地材の厚さを薄くして床面位置を下げることができ、緩衝材の緩衝効果によって床衝撃音の階下への伝播も抑えられる。   In this case, since the floor structure is not a double-floor structure, it is possible to lower the floor position by reducing the thickness of the floor base material, and the propagation effect of the floor impact sound to the downstairs is suppressed by the cushioning effect of the cushioning material. .

特開2004−232314号公報JP-A-2004-232314 特開2007−9554号公報JP 2007-9554 A

ところが、上記特許文献2のものでは、タイルに大きな下向きの荷重が加わると、緩衝材がある程度圧縮されて下地材が沈み込むようになる。そのため、複数枚の下地材の一部が沈み込んだときに、その下地材に隣接する他の下地材との間の目地部で段差が生じ、その目地部両側の下地材にタイルが跨がって貼られていたり、目地部上にタイル間の目地が位置していたりすると、段差部分でタイルやその目地に応力が集中してタイルの割れや目地のずれが生じる虞れがある。 However, in the case of Patent Document 2, when a large downward load is applied to the tile, the cushioning material is compressed to some extent and the base material sinks. Therefore, when the sunken part of the plurality of base material, a step occurs at joints between the other base material adjacent to the base sheet, tiles extend over the base material of the joint portion on both sides If the tiles are stuck or the joints between the tiles are located on the joints, stress may be concentrated on the tiles or the joints at the step portions, and the tiles may be cracked or the joints may be displaced.

本発明は斯かる点に鑑みてなされたものであり、その目的は、緩衝材を用いる遮音床下地構造に改良を加えることにより、低床タイプの遮音床下地構造であっても、沈み込みに伴って石材やタイル等の床仕上材に割れ等が生じるのを抑制することにある。   The present invention has been made in view of the above, and an object of the present invention is to improve the sound-insulating floor base structure using a cushioning material, so that even a low-floor type sound-insulating floor base structure can be used for sinking. Accordingly, it is to suppress occurrence of cracks or the like in a floor finishing material such as a stone or a tile.

上記の目的を達成するために、この発明では、緩衝材に積層された剛性板材に直接に石材やタイル等の床仕上材を施工するのではなく、両者の間にもう1層の剛性板材を介在させて、2層の剛性板材の目地部を互いにずらすことで、下側の剛性板材の沈み込みに伴って同剛性板材間の目地部に生じる段差の動きを床仕上材に伝わり難くし、その床仕上材への応力集中を防ぐようにした。   In order to achieve the above object, according to the present invention, instead of directly applying a floor finish such as a stone or a tile to a rigid plate laminated on a cushioning material, another layer of rigid plate is interposed between the two. By interposing, the joint portions of the two-layered rigid plate material are shifted from each other, so that the movement of the step generated in the joint portion between the rigid plate materials due to the sinking of the lower rigid plate material is hardly transmitted to the floor finishing material, The stress concentration on the floor finishing material was prevented.

具体的には、第1の発明は、床スラブ上に敷設された板状の緩衝材と、この緩衝材上に積層された複数枚の合板からなる下側剛性板材と、これらの下側剛性板材上に積層された複数枚の合板からなる上側剛性板材と、この上側剛性板材上に施工され、石材又はタイルを含む脆性材料からなる床仕上材とを備え、上記下側剛性板材の厚さは上側剛性板材よりも厚く、上記上側剛性板材と下側剛性板材とは固定されて一体化され、上記上側剛性板材の目地部が下側剛性板材の目地部と平面視で異なる位置にあることを特徴とする。 Specifically, the first invention is directed to a plate- like cushioning material laid on a floor slab, a lower rigid plate made of a plurality of plywood laminated on the cushioning material, An upper rigid plate composed of a plurality of plywood laminated on a plate, and a floor finishing material made of a brittle material including a stone or a tile, which is constructed on the upper rigid plate, and a thickness of the lower rigid plate. Is thicker than the upper rigid plate, the upper rigid plate and the lower rigid plate are fixed and integrated, and the joint of the upper rigid plate is located at a position different from the joint of the lower rigid plate in plan view. It is characterized by.

この第1の発明では、遮音床構造は、床スラブ上に敷設された板状の緩衝材上に、複数枚の合板からなる下側剛性板材と、その上の複数枚の合板からなる上側剛性板材とが積層されており、その上側剛性板材上に石材やタイル等の床仕上材が施工されているので、床仕上材に加わった軽量床衝撃音が階下へ伝播するのを緩衝材の緩衝効果によって抑えることができ、その床衝撃音の低減効果が得られる。また、緩衝材上に合板からなる上下2層の剛性板材が積層されているだけの構造であるので、床構造の厚さを薄くして床面位置を下げることができる。 In the first aspect of the invention, the sound insulation floor structure is in the laid plate-shaped cushioning material on the floor slab, a lower rigid plate comprising a plurality of plywood, the upper comprising a plurality of plywood thereon and a rigid plate are stacked, since the floor covering of the stone or tile or the like is applied over the upper side rigidity plate member of that, that the light floor impact sounds which joined the floor covering is propagated to the downstairs It can be suppressed by the buffer effect of the buffer material, and the effect of reducing the floor impact sound can be obtained. Further, the rigidity plate member upper and lower layers made of plywood on the buffer material is a structure only are laminated, it can be a floor structure thickness thinner to lower the floor position.

そして、仮に、遮音床構の上部に施工されている石材やタイル等の床仕上材に大きな下向きの荷重が加わると、それに伴って荷重位置の緩衝材が圧縮変形して下側剛性板材が沈み込もうとし、その沈み込みによって下側剛性板材と、それに隣接する他の剛性板材との間の目地部で段差が生じようとするが、この下側剛性板材間の目地部と、その上側の複数枚の上側剛性板材との目地部は互いに異なる位置にあるので、下側剛性板材の沈み込みは発生せず、沈み込みに伴う段差の動きが床仕上材に伝わることもなく、床仕上材に応力が集中するのを防ぐことができる。そのため、床仕上材が石材やタイル等の脆性材料であっても、その割れ等を防止することができ、床仕上材が割れ難い遮音床構造が得られるThen, if, when a large downward load to the floor covering, such as a stone or tiles are construction on top of the sound insulation floor structure is applied, the lower rigid plate material buffer material loading position is compressed and deformed with it The sink is going to sink, and the sinking tends to cause a step at the joint between the lower rigid plate and another rigid plate adjacent thereto, but the joint between the lower rigid plate and the upper part thereof Since the joints between the upper rigid plate and the plurality of upper rigid plates are located at different positions from each other, the lower rigid plate does not sink, and the movement of the step due to the sink is not transmitted to the floor finishing material, and the floor finishing is performed. It is possible to prevent stress from being concentrated on the material. Therefore, even if the floor covering material is a brittle material such as a stone or a tile, cracking or the like can be prevented, and a sound insulating floor structure in which the floor covering material is hard to crack can be obtained .

しかも、上側剛性板材と下側剛性板材とが固定されているので、上下2層の合板製の剛性板材が一体化されて剛性が高くなり、その分、脆性材料からなる床仕上材がより一層割れ難くなる。また、固定にビス等の固定具を用いると、接着剤により接着する場合に比べ固定までの時間が短くなって施工性を高めることができる。In addition, since the upper rigid plate and the lower rigid plate are fixed, the rigid plate made of the upper and lower two layers of plywood is integrated to increase rigidity, and accordingly, the floor finishing material made of a brittle material is further increased. It is hard to crack. In addition, when a fixing tool such as a screw is used for fixing, the time required for fixing is shorter than in the case of bonding with an adhesive, so that workability can be improved.

第2の発明は、第1の発明において、緩衝材と下側剛性板材とが接着により一体化されていることを特徴とする。このことで、施工現場で接着のための手間を省くことができるとともに、下側剛性板材が緩衝材に対し位置ずれすることがなくなり、施工性が向上する A second invention is characterized in that, in the first invention, the cushioning material and the lower rigid plate are integrated by bonding. This can save time and labor for bonding at the construction site, and prevent the lower rigid plate material from being displaced with respect to the cushioning material, thereby improving workability .

の発明は、第1又は第2の発明において、緩衝材は不織布からなることを特徴とする。このことで、第1の発明の効果を奏し得るのに有効な緩衝材が得られる。 A third invention is the first or second inventions in Oite, the cushioning material characterized by comprising the non-woven fabric. Thus, a buffer material that is effective in achieving the effects of the first invention can be obtained.

の発明は、第1〜第の発明のいずれか1つにおいて、緩衝材の厚さが10mm以上で30mm以下であることを特徴とする。緩衝材の厚さが10mmよりも薄いと、軽量床衝撃音の低減効果が不十分となる一方、30mmを超えると、床面を踏んだときの沈み込み量が大きくなってふわふわ感が顕著となり、床仕上材の割れが発生する可能性も大きくなる。 A fourth invention is characterized in that, in any one of the first to third inventions, the thickness of the cushioning material is 10 mm or more and 30 mm or less. When the thickness of the cushioning material is thinner than 10 mm, the effect of reducing the light floor impact sound becomes insufficient, while when the thickness exceeds 30 mm, the sinking amount when stepping on the floor surface becomes large and the fluffy feeling becomes remarkable. In addition, the possibility of cracking of the floor finishing material increases.

よって、この第の発明では、軽量床衝撃音の低減効果が得られ、かつ床仕上材の割れを防止できるのに望ましい緩衝材の厚さが得られる Therefore, according to the fourth aspect, the effect of reducing the lightweight floor impact sound can be obtained, and the thickness of the cushioning material that is desirable for preventing cracking of the floor finishing material can be obtained .

の発明は、第の発明の遮音床構造を施工する方法であって、床スラブ上に、緩衝材と、その上に積層された複数枚の下側剛性板材とを敷き込み、その下側剛性板材上に複数枚の上側剛性板材を、該上側剛性板材間の目地部が下側剛性板材間の目地部と異なる位置に位置するように積層して、該上側剛性板材を下側剛性板材に固定し、上記上側剛性板材の上に床仕上材を施工することを特徴とする。 A fifth invention is a method for constructing the sound insulation floor structure of the first invention, in which a cushioning material and a plurality of lower rigid plate materials laminated thereon are laid on a floor slab. A plurality of upper rigid plate members are laminated on the lower rigid plate member so that joints between the upper rigid plate members are located at positions different from joints between the lower rigid plate members, and the upper rigid plate member is placed on the lower rigid plate member. It is characterized by fixing to a rigid board and applying a floor finishing material on the upper rigid board.

この第の発明では、床スラブ上に、緩衝材と、その上に積層された複数枚の下側剛性板材とが敷き込まれた後、これら下側剛性板材上に複数枚の上側剛性板材が、該上側剛性板材間の目地部を下側剛性板材間の目地部と異ならせて積層され、上側剛性板材は下側剛性板材に固定される。最後に、上側剛性板材の上に床仕上材が施工される。このことで、軽量床衝撃音の低減効果の高い低床タイプの遮音床構造を容易に施工することができる。 In the fifth invention, after the cushioning material and the plurality of lower rigid plate members laminated thereon are laid on the floor slab, the plurality of upper rigid plate members are placed on these lower rigid plate members. However, the joints between the upper rigid plate members are stacked so as to be different from the joint portions between the lower rigid plate members, and the upper rigid plate member is fixed to the lower rigid plate member. Finally, a floor finish is applied on the upper rigid plate. This makes it possible to easily construct a low-floor type sound insulation floor structure having a high effect of reducing a light floor impact sound.

以上説明したように、本発明によると、床スラブ上に敷設される板状の緩衝材上に複数枚の合板製の下側剛性板材を積層し、その上に下側剛性板材よりも薄い複数枚の合板製の上側剛性板材を、上側剛性板材の目地部が下側剛性板材の目地部と平面視で異なるように積層して、上下の剛性板材同士を固定一体化し、上側剛性板材上に石材やタイル等の脆性材料からなる床仕上材を施工するようにしたことにより、床仕上材に加わった軽量床衝撃音が階下へ伝播するのを緩衝材の緩衝効果によって抑えて床衝撃音の低減効果が得られるとともに、床下地構造の厚さを薄くして床面位置を下げることができる。さらに、上下2層の合板製の剛性板材の固定一体化により床下地の剛性を高くできるとともに、床仕上材に加わった下向きの荷重により緩衝材が圧縮変形して下側剛性板材が沈み込んだとしても、下側剛性板材の沈み込みに伴う段差の動きを上側剛性板材によって阻止して床仕上材に伝わり難くし、床仕上材に応力が集中するのを防いて、その割れを防止することができる。 As described above, according to the present invention, a plurality of lower rigid plate members made of plywood are laminated on a plate-like cushioning material laid on a floor slab , and a plurality of lower rigid plate members thinner than the lower rigid plate members are formed thereon. The upper rigid plate made of plywood is laminated so that the joints of the upper rigid plate are different from the joints of the lower rigid plate in plan view, and the upper and lower rigid plates are fixedly integrated with each other, and are placed on the upper rigid plate. By installing floor coverings made of brittle materials such as stones and tiles, the propagation of the light floor impact noise applied to the floor coverings downstairs to the downstairs is suppressed by the cushioning effect of the cushioning material, and the floor impact noise is reduced. A reduction effect is obtained, and the floor position can be lowered by reducing the thickness of the floor base structure. In addition, the rigidity of the floor base can be increased by fixing and integrating two layers of plywood rigid plate material in the upper and lower layers , and the cushioning material is compressed and deformed by the downward load applied to the floor finish material, and the lower rigid plate material sinks. Even if the lower rigid board is submerged, the movement of the step due to the sinking of the lower rigid board is prevented by the upper rigid board, making it difficult to transmit to the floor finishing material, preventing stress from concentrating on the floor finishing material, and preventing cracking. Can be.

図1は、本発明の実施形態に係る遮音床構造を示す断面図である。Figure 1 is a cross-sectional view showing the engagement Ru sound insulation floor structure to the embodiment of the present invention. 図2は、音床構造を示す斜視図である。Figure 2 is a perspective view showing a sound insulation floor structure. 図3は、壁部近くの遮音床下地構造を示す断面図である。FIG. 3 is a cross-sectional view showing a sound-insulating floor base structure near a wall. 図4は、床仕上材がタイルであるときの軽量床衝撃音レベルの例を示す図である。FIG. 4 is a diagram illustrating an example of a lightweight floor impact sound level when the floor finishing material is a tile. 図5は、床仕上材が大理石であるときの軽量床衝撃音レベルの例を示す図である。FIG. 5 is a diagram illustrating an example of a lightweight floor impact sound level when the floor finishing material is marble. 図6は、緩衝材としての不織布の厚さに応じた床仕上材の沈み込み量を示す図である。FIG. 6 is a diagram showing the sinking amount of the floor finishing material according to the thickness of the nonwoven fabric as the cushioning material.

以下、本発明の実施形態を図面に基づいて詳細に説明する。以下の実施形態の説明は、本質的に例示に過ぎず、本発明、その適用物或いはその用途を制限することを意図するものでは全くない。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. The description of the embodiments below is merely an example in nature, and is not intended to limit the present invention, its applications, and its uses.

図1及び図2は本発明の実施形態に係る遮音床構造を示し、その遮音床構造は、例えばRC造りの集合住宅のコンクリート床スラブF上に施工される。図1及び図2において、1は床スラブF上に敷設される板状の緩衝材で、この緩衝材1は、例えば60〜96K程度の密度を有する高密度の不織布を板状にカットしたものであり、その厚さは10mm以上で30mm以下であることが好ましい。緩衝材1の厚さが10mmよりも薄いと、上側に載置積層される後述の剛性板材7,10や床仕上材17によって緩衝材1が過度に圧縮されて潰れてしまい、軽量床衝撃音の低減性能が不十分となるためである。緩衝材1の厚さは10mm以上であれば、厚くなるほど軽量床衝撃音の低減性能が高くなるが、反面では床下地材1全体の厚さも大きくなって施工時の床面高さが高くなるだけでなく、緩衝材1自体の圧縮変形による床面の沈み込み量も大きくなるため、30mm以下とされている。本実施形態では、緩衝材1は、例えば厚さ14mm、幅910mm、長さ1820mmの縦長の矩形板形状とされている。 1 and 2 show the engagement Ru sound insulation floor structure to the embodiment of the present invention, the sound insulation floor structure is construction example on a concrete floor slab F of RC building collective housing. 1 and 2, reference numeral 1 denotes a plate-like cushioning material laid on a floor slab F. The cushioning material 1 is obtained by cutting a high-density nonwoven fabric having a density of, for example, about 60 to 96K into a plate shape. The thickness is preferably 10 mm or more and 30 mm or less. If the thickness of the cushioning material 1 is less than 10 mm, the cushioning material 1 is excessively compressed and crushed by the rigid plate materials 7 and 10 and the floor finishing material 17 which are placed and laminated on the upper side, and the floor impact sound is lightweight. This is because the performance of reducing the insufficiency becomes insufficient. If the thickness of the cushioning material 1 is 10 mm or more, the thicker the thickness, the higher the performance of reducing the light floor impact sound, but, on the other hand, the greater the thickness of the entire floor base material 1 and the higher the floor surface at the time of construction Not only that, but also the amount of sinking of the floor surface due to the compression deformation of the cushioning material 1 itself increases, so that the thickness is set to 30 mm or less. In the present embodiment, the cushioning member 1 has a vertically long rectangular plate shape with a thickness of 14 mm, a width of 910 mm, and a length of 1820 mm, for example.

緩衝材1を構成する不織布は、主原料として中実繊維と中空繊維とが混在し、これらが交絡してバインダーとしての芯鞘繊維により一体的に接着されている。中実繊維は、例えば繊維太さ15dtex、繊維長51mm、融点が約260℃のポリエチレンテレフタレート(PET)繊維からなり、中空繊維は、例えば繊維太さ14.4dtex、繊維長64mm、融点が約260℃のポリエチレンテレフタレート(PET)中空繊維からなる。バインダーである芯鞘繊維は、例えば繊維太さ2.2dtex、繊維長51mm、融点が約260℃のポリエチレンテレフタレート(PET)繊維からなる芯繊維と、その周り全体に配置され、例えば繊維太さ4.4dtex、繊維長51mm、融点が約110℃の低融点ポリエチレンテレフタレート(PET)繊維からなる鞘繊維とを有する。そして、不織布における中実繊維、中空繊維及び芯鞘繊維の混合割合は、重量比で例えば中実繊維が45%、中空繊維が15%、芯鞘繊維が40%である。   In the nonwoven fabric constituting the cushioning material 1, solid fibers and hollow fibers are mixed as main raw materials, and these are entangled and integrally bonded by a core-sheath fiber as a binder. The solid fiber is, for example, a polyethylene terephthalate (PET) fiber having a fiber thickness of 15 dtex, a fiber length of 51 mm, and a melting point of about 260 ° C. The hollow fiber is, for example, a fiber thickness of 14.4 dtex, a fiber length of 64 mm, and a melting point of about 260 ° C. It consists of polyethylene terephthalate (PET) hollow fiber at ℃. The core-sheath fiber as a binder is, for example, a core fiber made of polyethylene terephthalate (PET) fiber having a fiber thickness of 2.2 dtex, a fiber length of 51 mm, and a melting point of about 260 ° C., and is disposed around the entire core fiber. And a sheath fiber made of low-melting polyethylene terephthalate (PET) fiber having a fiber length of 51 d and a melting point of about 110 ° C. The mixing ratio of the solid fiber, the hollow fiber, and the core-sheath fiber in the nonwoven fabric is, for example, 45% for the solid fiber, 15% for the hollow fiber, and 40% for the core-sheath fiber in weight ratio.

上記緩衝材1の上面には複数枚の下側剛性板材7,7,…が積層され、この各下側剛性板材7は緩衝材1と接着剤による接着により一体化されている。この接着剤は、例えば例えば酢酸ビニル系接着剤等が用いられる。下側剛性板材7は例えば合板からなり、その厚さは例えば12mmで緩衝材1の厚さよりも少し薄いものが用いられている。複数枚の下側剛性板材7,7,…は、各々の伸縮を考慮して互いに隙間をあけた状態で並べられて配置され、隣接する下側剛性板材7,7間に目地部8が形成されている。本実施形態では、下側剛性板材7は、例えば厚さ12mm、幅910mm、長さ1820mmの縦長の矩形板形状とされている。 A plurality of lower rigid plate members 7, 7,... Are laminated on the upper surface of the cushioning material 1, and the lower rigid plate members 7 are integrated with the cushioning material 1 by bonding with an adhesive. As the adhesive, for example, a vinyl acetate adhesive or the like is used. The lower rigid plate 7 is made of, for example, plywood, and has a thickness of, for example, 12 mm and is slightly smaller than the thickness of the cushioning material 1. The plurality of lower rigid plate members 7, 7,... Are arranged side by side with a gap therebetween in consideration of expansion and contraction, and joint portions 8 are formed between adjacent lower rigid plate members 7, 7. Have been. In the present embodiment, the lower rigid plate 7 is, for example, a vertically long rectangular plate having a thickness of 12 mm, a width of 910 mm, and a length of 1820 mm.

また、上記下側剛性板材7,7,…の上側には複数枚の上側剛性板材10,10,…が積層され、この上側剛性板材10は下側剛性板材7に対しビスやステープル等の固定具13,13,…(図示例ではビス)により固定されて一体化されている。上側剛性板材10も例えば合板からなり、その厚さは例えば9mmで下側剛性板材7よりも薄いものが用いられている。複数枚の上側剛性板材10,10,…も、各々の伸縮を考慮して互いに隙間をあけた状態で並べられて配置され、隣接する上側剛性板材10,10,…間に目地部11が形成されている。本実施形態では、上側剛性板材10は、例えば厚さ9mm、幅910mm、長さ1820mmの縦長の矩形板形状とされている。   A plurality of upper rigid plate members 10, 10,... Are laminated on the lower rigid plate members 7, 7,..., And the upper rigid plate member 10 is fixed to the lower rigid plate member 7 with screws, staples, or the like. .. (In the illustrated example, screws) are fixed and integrated. The upper rigid plate 10 is also made of, for example, plywood, and has a thickness of, for example, 9 mm and is thinner than the lower rigid plate 7. The plurality of upper rigid plate members 10, 10,... Are also arranged side by side with a gap therebetween in consideration of expansion and contraction, and joint portions 11 are formed between adjacent upper rigid plate members 10, 10,. Have been. In the present embodiment, the upper rigid plate member 10 is, for example, a vertically long rectangular plate shape having a thickness of 9 mm, a width of 910 mm, and a length of 1820 mm.

上側剛性板材10は、例えば石材やタイル等の脆性材料からなる床仕上材17の耐久性を上げる目的で床下地構造の剛性を高めるためのものであり、下側剛性板材7は、例えば上側剛性板材10を取付固定するために用いられる。   The upper rigid plate 10 is for increasing the rigidity of the floor base structure for the purpose of increasing the durability of the floor finishing material 17 made of a brittle material such as a stone or a tile, and the lower rigid plate 7 is formed of, for example, an upper rigid. It is used for fixing the plate material 10.

以上の緩衝材1と、その上の下側剛性板材7,7,…及び上側剛性板材10,10,…とで遮音床下地構造が構成されている。そのうち、緩衝材1と下側剛性板材7,7,…とは接着一体化され、上側剛性板材10,10,…は施工現場で下側剛性板材7,7,…に固定されるように施工される。 Above the cushioning material 1, the lower the rigidity plate member 7, 7 thereon, ... and the upper rigid plate 10, 10, ... sound insulation floor foundation structure is composed of and. Among them, the cushioning material 1 and the lower rigid plates 7, 7, ... are bonded and integrated, and the upper rigid plates 10, 10, ... are fixed to the lower rigid plates 7, 7, ... at the construction site. Is done.

そして、上記遮音床下地構造における上側剛性板材10,10,…上に複数の床仕上材17,17,…が施工可能とされ、その施工によって本発明の実施形態に係る遮音床構造が構成されている。各床仕上材17は、石材やタイル等の脆性材料からなる例えば細長い板状のもので、複数の床仕上材17,17,…が幅方向に並べられた状態で上側剛性板材10,10,…上に接着により固定されている。本実施形態では、床仕上材17は、例えば厚さ9mm、幅450mm、長さ450mmの矩形板形状とされている。 A plurality of floor finishing materials 17, 17,... Can be constructed on the upper rigid plate materials 10, 10,... In the above-mentioned sound insulation floor foundation structure, and the construction constitutes the sound insulation floor structure according to the embodiment of the present invention. ing. Each floor finishing material 17 is, for example, an elongated plate made of a brittle material such as a stone or a tile, and the upper rigid plate materials 10, 10,... Are arranged in a state where a plurality of floor finishing materials 17, 17,. ... fixed on the top by adhesion. In the present embodiment, the floor finishing material 17 is, for example, a rectangular plate having a thickness of 9 mm, a width of 450 mm, and a length of 450 mm.

さらに、上記遮音床下地構造において、上側剛性板材10,10間の目地部11は、下側剛性板材7,7間の目地部8と平面視で異なる位置に位置している。   Furthermore, in the above-mentioned sound insulation floor foundation structure, the joint part 11 between the upper rigid plate members 10 is located at a position different from the joint part 8 between the lower rigid plate members 7 in plan view.

尚、図3に示すように、壁部に近い部分の壁際の遮音床下地構造では、緩衝材1が部分的にカットされて下側剛性板材7の下側に緩衝材1のない部分が形成され、その部分の床スラブF上には際根太20が緩衝材1と間隔を空けて配置されている。この際根太20は、例えば厚さ12mm、幅45mmの細長い合板製基材21の下面(裏面)に例えば厚さ2mmの複数のPVCマット22を例えば300mmのピッチで長さ方向に並べて貼り付けたものであり、その際根太20の高さは緩衝材1と同じになっている。この際根太20上側の下側剛性板材7にも上側剛性板材10が積層されており、際根太20、下側剛性板材7及び上側剛性板材10の各々の壁際の側端面は鉛直方向に面一に揃うように配置されている。   As shown in FIG. 3, in the sound insulation floor base structure near the wall, the cushioning material 1 is partially cut to form a portion without the cushioning material 1 below the lower rigid plate 7. The edge joist 20 is arranged on the floor slab F of that portion at an interval from the cushioning material 1. At this time, the joist 20 has a plurality of 2 mm-thick PVC mats 22 arranged, for example, at a pitch of 300 mm on the lower surface (back surface) of a long and thin plywood base material 21 having a thickness of 12 mm and a width of 45 mm, for example. In this case, the height of the joist 20 is the same as that of the cushioning material 1. At this time, the upper rigid plate member 10 is also laminated on the lower rigid plate member 7 above the joist 20, and the side end faces of the joist 20, the lower rigid plate member 7, and the upper rigid plate member 10 are flush with each other in the vertical direction. It is arranged so as to be aligned.

次に、上記遮音床構造の施工方法について説明する。床スラブF上に、遮音床下地構造のうちの緩衝材1と、その上に接着剤により接着されて一体化された複数枚の下側剛性板材7,7,…とを敷き込む。 It will now be described the construction method of the sound insulating floor structure. On the floor slab F, the cushioning material 1 of the sound-insulating floor base structure and a plurality of lower rigid plate members 7, 7,...

次いで、下側剛性板材7,7,…上に複数枚の上側剛性板材10,10,…を積層する。そのとき、隣り合う上側剛性板材10,10,…間の上記目地部11が下側剛性板材7,7,…間の目地部8と異なる位置に位置するように配置する。このように積層された上側剛性板材10,10,…を下側剛性板材7,7,…に固定具13,13,…により固定する。以上により遮音床下地構造が形成される。   Next, a plurality of upper rigid plate members 10, 10,... Are laminated on the lower rigid plate members 7, 7,. At this time, the joint portions 11 between the adjacent upper rigid plate members 10, 10,... Are arranged at positions different from the joint portions 8 between the lower rigid plate members 7, 7,. The upper rigid plate members 10, 10,... Stacked in this manner are fixed to the lower rigid plate members 7, 7,. As described above, the sound insulating floor base structure is formed.

最後に、上記遮音床下地構造の上側剛性板材10,10,…の上に石材やタイル等の床仕上材17,17,…を配置して接着する。以上により、軽量床衝撃音の低減効果の高い低床タイプの遮音床構造を容易に施工することができる。   Finally, floor finishing materials 17, 17,..., Such as stones and tiles, are arranged on the upper rigid plate materials 10, 10,. As described above, it is possible to easily construct a low-floor type sound insulation floor structure having a high effect of reducing a light floor impact sound.

したがって、この実施形態においては、板状の緩衝材1上に、複数枚の下側剛性板材7,7,…と、その上の複数枚の上側剛性板材10,10,…とが積層されて遮音床下地構造が構成されており、その遮音床下地構造の上側剛性板材10,10,…上に石材やタイル等の床仕上材17,17,…が施工されて、遮音床構造が構成されている。そのため、床仕上材17,17,…に加わった軽量床衝撃音が階下へ伝播するのを緩衝材1の緩衝効果によって抑えることができ、その床衝撃音の低減効果が得られる。   Therefore, in this embodiment, a plurality of lower rigid plate members 7, 7,... And a plurality of upper rigid plate members 10, 10,. A floor structure 17, such as a stone or a tile, is constructed on the upper rigid plate members 10, 10,... Of the sound insulation floor structure to form a sound insulation floor structure. ing. Therefore, the propagation of the lightweight floor impact sound applied to the floor finishing materials 17, 17,... To the downstairs can be suppressed by the cushioning effect of the cushioning material 1, and the floor impact sound can be reduced.

また、遮音床下地構造は、緩衝材1上に上下2層の剛性板材10,7が積層されているだけの構造であるので、その遮音床下地構造の厚さを薄くして床面位置を下げることができ、延いては高い天井高さを確保することができる。   Further, since the sound insulating floor base structure is a structure in which the upper and lower rigid plate members 10 and 7 are merely laminated on the cushioning material 1, the thickness of the sound insulating floor base structure is reduced to reduce the floor position. It can be lowered, and a high ceiling height can be secured.

さらに、仮に、遮音床下地構造上に施工されている石材やタイル等の床仕上材17,17,…に例えば踏み込み等により大きな下向きの荷重が加わると、それに伴って荷重位置の緩衝材1が圧縮変形して下側剛性板材7が沈み込もうとし、その沈み込みによって当該下側剛性板材7と、それに隣接する他の下側剛性板材7との間の目地部8で段差が生じようとするが、この下側剛性板材7,7間の目地部8に対し、その上側の上側剛性板材10,10間の目地部11が異なる位置にあるので、下側剛性板材7の沈み込みは発生せず、沈み込みに伴う段差の動きが床仕上材17に伝わることはなく、よって床仕上材17に応力が集中するのを防ぐことができる。そのため、床仕上材17が石材やタイル等の脆性材料であっても、その割れや床仕上材17,17間の目地のずれを防止することができる。   Further, if a large downward load is applied to the floor finishing materials 17, 17,..., Such as stones and tiles, which are constructed on the sound-insulating floor foundation structure, for example, by stepping on, etc., the cushioning material 1 at the load position is accordingly attached. The lower rigid plate 7 tends to sink due to compression deformation, and the sink may cause a step at the joint 8 between the lower rigid plate 7 and another lower rigid plate 7 adjacent thereto. However, since the joint portion 8 between the lower rigid plate members 7 and 7 is located at a different position from the joint portion 11 between the upper rigid plate members 10 and 10 above, the sinking of the lower rigid plate member 7 occurs. Without this, the movement of the step due to the sinking is not transmitted to the floor finishing material 17, so that the concentration of stress on the floor finishing material 17 can be prevented. Therefore, even if the floor finishing material 17 is a brittle material such as a stone or a tile, it is possible to prevent cracks and displacement of joints between the floor finishing materials 17 and 17.

また、緩衝材1と下側剛性板材7とが接着により一体化されていることから、施工現場ではそれらを接着するための手間を省くことができる。しかも、下側剛性板材7,7,…が緩衝材1に対し位置ずれすることもなくなる。これらにより、施工現場での施工性が良くなる。   Further, since the cushioning member 1 and the lower rigid plate member 7 are integrated by bonding, the labor for bonding them can be saved at the construction site. Moreover, the lower rigid plate members 7, 7,... These improve the workability at the construction site.

さらに、上側剛性板材10が下側剛性板材7に固定されているので、上下2層の剛性板材10,7が一体化されて全体として剛性が高くなり、その分、脆性材料からなる床仕上材17の割れやそれらの目地のずれがより一層生じ難くなる。また、上下2層の剛性板材10,7の固定に固定具13を用いるので、接着剤により接着する場合に比べ固定までの時間が短くなって施工性を高めることができる。尚、本発明では、接着剤により接着してもよく、その構造も含んでいる。   Further, since the upper rigid plate member 10 is fixed to the lower rigid plate member 7, the rigid plate members 10 and 7 of the upper and lower layers are integrated to increase the rigidity as a whole, and accordingly, the floor finishing material made of brittle material. Cracks 17 and displacement of the joints are more unlikely to occur. Further, since the fixture 13 is used for fixing the upper and lower rigid plates 10 and 7, the time required for fixing is shorter than in the case of bonding with an adhesive, and the workability can be improved. In the present invention, the bonding may be performed by an adhesive, and the structure is also included.

また、緩衝材1の厚さが10mm以上で30mm以下であるので、上記軽量床衝撃音の低減効果が有効に得られるとともに、床仕上材17の沈み込み量も適正範囲となって踏んだときのふわふわ感という違和感を感じ難くなり、床仕上材17の割れ等の発生もより一層有効に防止することができる。   Further, since the thickness of the cushioning material 1 is 10 mm or more and 30 mm or less, the effect of reducing the lightweight floor impact sound can be effectively obtained, and when the sinking amount of the floor finishing material 17 is within the appropriate range, the stepping is performed. This makes it difficult to feel the uncomfortable feeling of fluffy feeling, and the occurrence of cracks or the like in the floor finishing material 17 can be more effectively prevented.

(その他の実施形態)
尚、上記実施形態では、緩衝材1と下側剛性板材7とを接着により一体化しているが、緩衝材1上に下側剛性板材7を接着せずに積層するだけでもよい。しかし、上記のように施工性の向上、下側剛性板材7の緩衝材1に対するずれ防止を図り得る点では一体化しておくのが好ましい。
(Other embodiments)
In the above-described embodiment, the cushioning member 1 and the lower rigid plate member 7 are integrated by bonding. However, the lower rigid plate member 7 may be simply laminated on the cushioning member 1 without bonding. However, as described above, it is preferable to integrate them in that the workability can be improved and the lower rigid plate 7 can be prevented from being shifted from the cushioning material 1.

次に、具体的に実施した実施例について説明する。   Next, a specific embodiment will be described.

(試験1)
厚さ200mmのコンクリート床スラブ上に、上記実施形態の構成の遮音床下地構造に床仕上材を固定した試験体を置き敷きした。
(Test 1)
On a 200 mm-thick concrete floor slab, a test body having a floor finishing material fixed to the sound-insulating floor structure having the configuration of the above embodiment was laid.

緩衝材としては、厚さが3mm、7mm、10mm、14mm、18mm、幅が900mm、長さが1800mm、密度が86Kの不織布と、厚さが12mm、密度が100Kで他の寸法が上記と同じ不織布と、厚さが12mm、密度が96Kで他の寸法が上記と同じグラスウール(GW)との3種類を用いた。   As the cushioning material, a nonwoven fabric having a thickness of 3 mm, 7 mm, 10 mm, 14 mm, 18 mm, a width of 900 mm, a length of 1800 mm, and a density of 86 K, a thickness of 12 mm, a density of 100 K and other dimensions are the same as above Three types of nonwoven fabric and glass wool (GW) having a thickness of 12 mm, a density of 96K and other dimensions same as those described above were used.

下側剛性板材は厚さ12mmの合板とし、上側剛性板材は厚さ9mmの合板とした。床仕上材は厚さ9mmのタイル及び厚さ13mmの大理石とし、タイルは15.4kg/mで、また大理石は33.9kg/mでそれぞれ施工した。このことで、試験体は、厚さ33〜50mm、幅900mm、長さ1800mmのものとした。 The lower rigid plate was a plywood having a thickness of 12 mm, and the upper rigid plate was a plywood having a thickness of 9 mm. Flooring is the marble tiles and thickness 13mm in thickness 9 mm, the tile is 15.4 kg / m 2, also marble was constructed respectively 33.9kg / m 2. Thus, the test specimen had a thickness of 33 to 50 mm, a width of 900 mm, and a length of 1800 mm.

試験体の中央部をタッピングマシンにより加振し、コンクリート床スラブ下側の残響室に騒音計を配置して伝播音を測定し、試験体の遮音性能をオクターブ帯域中心周波数について評価した。床仕上材がタイルであるときの結果を図4に、また大理石であるときの結果を図5にそれぞれ示す。   The center of the specimen was vibrated by a tapping machine, a sound level meter was placed in a reverberation room below the concrete floor slab, and the transmitted sound was measured. The sound insulation performance of the specimen was evaluated with respect to the octave band center frequency. FIG. 4 shows the results when the floor finish is a tile, and FIG. 5 shows the results when the marble is a marble.

これら図4及び図5に示すように、本発明の遮音床下地構造を備えた床構造であると、軽量床衝撃音が低減されており、特に緩衝材(不織布)の厚さが10mm以上であると、軽量床衝撃音が大きく低減していることが判る。   As shown in FIGS. 4 and 5, the floor structure provided with the sound-insulating floor base structure of the present invention reduces the weight of the floor impact sound, especially when the thickness of the cushioning material (nonwoven fabric) is 10 mm or more. It can be seen that light floor impact noise is greatly reduced.

(試験2)
試験1と同様にして試験体を作製し、床仕上材は厚さ9mmのタイルに限定し、そのタイルを15.4kg/mで施工した。また、緩衝材は不織布で、その厚さを24〜34mmに変更した(密度は86K)。他の寸法は試験1の試験体と同じである。
(Test 2)
A test specimen was prepared in the same manner as in Test 1, and the floor finishing material was limited to a tile having a thickness of 9 mm, and the tile was applied at 15.4 kg / m 2 . The cushioning material was a nonwoven fabric, and its thickness was changed to 24-34 mm (the density was 86K). Other dimensions are the same as the test specimen of Test 1.

この試験体に対し、その床仕上材(タイル)の一部の直径80mmの範囲に荷重20〜100kgの局所荷重を加え、試験体の沈み込み量を測定した。その結果を図6に示す。   A local load of 20 to 100 kg was applied to a part of the floor finishing material (tile) having a diameter of 80 mm to the test specimen, and the sinking amount of the test specimen was measured. FIG. 6 shows the result.

この図6によれば、緩衝材(不織布)の厚さが30mm以下であれば、沈み込み量が小さくなり、100kgの局所荷重であっても3mm台に止まっている。このことから、緩衝材(不織布)の厚さを30mm以下とすると、小さい沈み込み量によってタイルの割れを防止できるとともに、床面を踏んだときのふわふわ感が生じ難くなっていることが明らかとなった。   According to FIG. 6, when the thickness of the cushioning material (nonwoven fabric) is 30 mm or less, the amount of sinking is small, and even when the local load is 100 kg, it stays on the order of 3 mm. From this, it is clear that when the thickness of the cushioning material (nonwoven fabric) is 30 mm or less, the tile can be prevented from being cracked by a small sinking amount, and a fluffy feeling when stepping on the floor surface is hardly generated. became.

本発明は、軽量床衝撃音に対し高い低減効果を有しながら、沈み込みに伴って石材やタイル等の床仕上材が割れるのを抑制できる低床タイプの防音床下地構造が得られ、極めて有用で産業上の利用可能性が高い。   The present invention provides a low-floor type sound-insulating floor base structure capable of suppressing cracking of a floor finishing material such as a stone or a tile due to sinking while having a high reduction effect on a lightweight floor impact sound. Useful and has high industrial applicability.

1 緩衝材
7 下側剛性板材
8 目地部
10 上側剛性板材
11 目地部
13 固定具
17 床仕上材
DESCRIPTION OF SYMBOLS 1 Buffer material 7 Lower rigid board 8 Joint 10 Upper rigid board 11 Joint 13 Fixing 17 Floor finishing material

Claims (7)

石材又はタイルを含む脆性材料からなる床仕上材が表面に施工される遮音床下地構造であって、
板状の緩衝材と、
上記緩衝材上に積層された複数枚の下側剛性板材と、
上記下側剛性板材上に積層された複数枚の上側剛性板材とを備え、
上記上側剛性板材上に上記床仕上材が施工可能とされ、
上記上側剛性板材の目地部が下側剛性板材の目地部と平面視で異なる位置にあることを特徴とする遮音床下地構造。
A floor covering made of a brittle material including a stone or a tile is a sound-insulating floor base structure constructed on the surface,
Plate-shaped cushioning material,
A plurality of lower rigid plate members laminated on the cushioning material,
Comprising a plurality of upper rigid plate materials laminated on the lower rigid plate material,
The floor finishing material can be constructed on the upper rigid plate material,
The joint structure of the upper rigid board is different from the joint of the lower rigid board in a plan view.
請求項1において、
緩衝材と下側剛性板材とが接着により一体化されていることを特徴とする遮音床下地構造。
In claim 1,
A sound-insulating floor structure, wherein the cushioning material and the lower rigid plate are integrated by bonding.
請求項1又は2において、
上側剛性板材が下側剛性板材に固定されていることを特徴とする遮音床下地構造。
In claim 1 or 2,
A sound-insulating floor base structure, wherein the upper rigid plate is fixed to the lower rigid plate.
請求項1〜3のいずれか1つにおいて、
緩衝材は不織布からなることを特徴とする遮音床下地構造。
In any one of claims 1 to 3,
A sound-insulating floor structure, wherein the cushioning material is made of non-woven fabric.
請求項1〜4のいずれか1つにおいて、
緩衝材の厚さが10mm以上で30mm以下であることを特徴とする遮音床下地構造。
In any one of claims 1 to 4,
A sound-insulating floor base structure, wherein the thickness of the cushioning material is 10 mm or more and 30 mm or less.
請求項1〜5のいずれか1つの遮音床下地構造の上側剛性板材の上面に床仕上材が施工されていることを特徴とする遮音床構造。   A sound-insulating floor structure, wherein a floor finishing material is provided on an upper surface of an upper rigid plate of the sound-insulating floor foundation structure according to any one of claims 1 to 5. 請求項6の遮音床構造を施工する方法であって、
床スラブ上に、緩衝材と、その上に積層された複数枚の下側剛性板材とを敷き込み、
上記下側剛性板材上に複数枚の上側剛性板材を、該上側剛性板材間の目地部が下側剛性板材間の目地部と異なる位置に位置するように積層して、該上側剛性板材を下側剛性板材に固定し、
上記上側剛性板材の上に床仕上材を施工することを特徴とする遮音床構造の施工方法。
It is a method of constructing the sound insulation floor structure according to claim 6,
On the floor slab, lay a cushioning material and a plurality of lower rigid plate materials laminated on it,
A plurality of upper rigid plate members are laminated on the lower rigid plate member so that joints between the upper rigid plate members are located at positions different from joints between the lower rigid plate members, and the upper rigid plate member is lowered. Fixed to the side rigid plate,
A method for constructing a sound-insulating floor structure, wherein a floor finishing material is constructed on the upper rigid plate.
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