JP2015010346A - Soundproof floor structure - Google Patents

Soundproof floor structure Download PDF

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JP2015010346A
JP2015010346A JP2013134632A JP2013134632A JP2015010346A JP 2015010346 A JP2015010346 A JP 2015010346A JP 2013134632 A JP2013134632 A JP 2013134632A JP 2013134632 A JP2013134632 A JP 2013134632A JP 2015010346 A JP2015010346 A JP 2015010346A
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elastic support
floor
support spacer
double
floor structure
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JP6118194B2 (en
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茂 速水
Shigeru Hayami
茂 速水
将平 渡辺
Shohei Watanabe
将平 渡辺
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Daiwa House Industry Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a soundproof floor structure capable of establishing compatibility between soundproof performance and walk feeling on a floor.SOLUTION: Intersection parts, each of which is between a beam 1 and a binder 2 arranged so as to connect between the beams 1, are formed at a predetermined pitch (1000 mm), an elastic support spacer 4 is arranged at a position of each intersection part on a double underfloor side plate 3 arranged so as to cover the beam 1 and the binder 2, the elastic support spacers 4 are arranged also at positions other than the intersection parts at a half pitch (500 mm) of the predetermined pitch, and a double floor side plate 5 so as to cover the elastic support spacers 4 to form a space.

Description

この発明は、木造軸組建物に好適な防音床構造に関する。   The present invention relates to a soundproof floor structure suitable for a wooden frame building.

特許文献1には、二重床構造が開示されている。この二重床構造は、床躯体に配置された二重床用支持脚と、該二重床用支持脚の上面に架け渡された矩形木質パネルと、該矩形木質パネルの上に敷設された床下地材及び床仕上げ材とから構成してあり、二重床用支持脚は、木質系材料からなる正方形の板片を3枚積層して直方体の支持ブロックとし、該支持ブロックの最下層を構成する矩形板片の露出面隅部4箇所に衝撃吸収材をそれぞれ突設して構成してあり、該衝撃吸収材が上階床躯体を構成する硬質石膏ボードの上面に当接するように該上階床躯体に配置してある。   Patent Document 1 discloses a double floor structure. The double floor structure includes a double floor support leg disposed on the floor frame, a rectangular wooden panel laid over the upper surface of the double floor support leg, and laid on the rectangular wooden panel. The floor support material is composed of a floor base material and a floor finish material, and the double floor support leg is formed by stacking three square plate pieces made of a wood material to form a rectangular parallelepiped support block, and the bottom layer of the support block is Shock absorbers are provided to project at the four exposed corners of the rectangular plate piece, and the shock absorbers are in contact with the upper surface of the hard gypsum board constituting the upper floor frame. Located on the upper floor.

また、特許文献2には、床下地構造に用いられる支持脚であって、中実で略円柱状であるがその側面に少なくとも一の環状の凹みが形成される本体と、この本体から上方に突出する略円柱状の突出部とを有してなり、少なくとも本体が弾性材料から形成される支持脚が開示されている。   Patent Document 2 discloses a support leg used for a floor foundation structure, which is solid and substantially columnar, but has a main body in which at least one annular recess is formed on a side surface thereof, and upward from the main body. There is disclosed a support leg having a projecting portion having a substantially cylindrical shape that projects and at least a main body is formed of an elastic material.

また、特許文献3には、床梁の上面に敷設される下地板による下側床面と、間隔をおいて複数配置される根太部材と該根太部材の上面に敷設される床下地板とで構成される該下側床面と独立した上側床面と、該床面間に配置されるスペーサ材および吸音材とによって構成される木造住宅用防音床構造が開示されている。   Patent Document 3 includes a lower floor surface by a base plate laid on the upper surface of a floor beam, a plurality of joist members arranged at intervals, and a floor base plate laid on the upper surface of the joist member. There is disclosed a soundproof floor structure for a wooden house, which is constituted by an upper floor surface independent of the lower floor surface and a spacer material and a sound absorbing material arranged between the floor surfaces.

また、特許文献4には、床梁の上面に敷設される下側下地板と、下側下地板の上面に敷設される緩衝材と、緩衝材の上面に敷設される上側下地板と、上側下地板の上面に間隔をおいて複数配置される根太部材および該根太部材の間隔部分に配設される重量物からなる質量層と、根太部材の上面に敷設されて質量層を覆って配置される床下地板とによって構成される遮音床構造が開示されている。   Patent Document 4 discloses a lower base plate laid on the upper surface of the floor beam, a buffer material laid on the upper surface of the lower base plate, an upper base plate laid on the upper surface of the buffer material, A plurality of joist members arranged at intervals on the upper surface of the base plate, a mass layer composed of heavy objects arranged at the interval portions of the joist members, and a mass layer laid on the upper surface of the joist member and covering the mass layer A sound insulation floor structure constituted by a floor base plate is disclosed.

特開2011−256531号公報JP 2011-256531 A 特開2009−209670号公報JP 2009-209670 A 特開2005−290913号公報JP-A-2005-290913 特開2003−293571号公報JP 2003-293571 A

しかしながら、これら従来の防音床構造では、防音性能と床上の歩行感を両立できるものではなかった。   However, these conventional soundproof floor structures cannot achieve both soundproof performance and a feeling of walking on the floor.

この発明は、上記の事情に鑑み、防音性能と床上の歩行感を両立できる防音床構造を提供することを課題とする。   This invention makes it a subject to provide the soundproof floor structure which can make soundproof performance and the feeling of walking on a floor compatible in view of said situation.

この発明の防音床構造は、上記の課題を解決するために、木造軸組建物の防音床構造において、梁と当該梁間を繋ぐように配置された小梁との交差部が所定ピッチで形成されており、上記梁と上記小梁を覆うように配置された二重床下側板上の上記交差部の位置に弾性支持スペーサが配置されるとともに、上記所定ピッチの半ピッチとなる上記交差部以外の箇所にも上記弾性支持スペーサが配置され、上記弾性支持スペーサを覆って空間を形成するように二重床上側板が配置されていることを特徴とする。   In order to solve the above-described problem, the soundproof floor structure of the present invention is such that, in the soundproof floor structure of a wooden framed building, intersections between the beams and the small beams arranged so as to connect the beams are formed at a predetermined pitch. An elastic support spacer is disposed at the position of the crossing portion on the double floor lower side plate arranged so as to cover the beam and the small beam, and other than the crossing portion having a half pitch of the predetermined pitch. The elastic support spacers are also disposed at the locations, and the double floor upper plate is disposed so as to cover the elastic support spacers and form a space.

上記の構成であれば、上記弾性支持スペーサによる二重床構造が形成されるので防音性能が向上する。また、上記弾性支持スペーサは、上記梁と上記小梁を覆うように配置された二重床下側板上の上記交差部の位置に配置され、さらに、上記所定ピッチの半ピッチとなる上記交差部以外の箇所にも配置される。これにより、上記弾性支持スペーサの配置ピッチは広すぎることなく床の歩行感(剛性感)が良好になる一方、狭すぎることもなくなり遮音性の低下を防止できる。すなわち、防音性能と床上歩行感を両立できる。   If it is said structure, since the double floor structure by the said elastic support spacer is formed, soundproofing performance will improve. Further, the elastic support spacer is arranged at the position of the intersection on the double floor lower side plate arranged so as to cover the beam and the small beam, and further, other than the intersection where the half pitch is the predetermined pitch. It is also arranged at the location. Thereby, while the arrangement pitch of the elastic support spacers is not too wide, the feeling of walking (stiffness) of the floor is improved, while it is not too narrow, and a decrease in sound insulation can be prevented. That is, it is possible to achieve both soundproof performance and a feeling of walking on the floor.

上記所定ピッチは、1000mm、910mmまたは900mmのいずれかであり、上記半ピッチは500mm、455mmまたは450mmとされてもよい。   The predetermined pitch may be 1000 mm, 910 mm, or 900 mm, and the half pitch may be 500 mm, 455 mm, or 450 mm.

上記弾性支持スペーサは全体が同一の弾性素材からなっていてもよい。これによれば、ボルト等の脚部を有する支持スペーサに比べて上記弾性支持スペーサのコストを低くすることができる。   The elastic support spacers as a whole may be made of the same elastic material. According to this, the cost of the said elastic support spacer can be made low compared with the support spacer which has leg parts, such as a volt | bolt.

上記二重床上側板の上に1枚または複数枚の遮音マットが配置されており、上記遮音マット上に床下地板が配置されていてもよい。これによれば、遮音性が一層向上する。   One or a plurality of sound insulation mats may be disposed on the double floor upper plate, and a floor base plate may be disposed on the sound insulation mat. According to this, the sound insulation is further improved.

上記弾性支持スペーサと上記二重床下側板とが両面テープまたは接着剤によって固定されていてもよい。また、上記弾性支持スペーサと上記二重床上側板とが両面テープまたは接着剤によって固定されていてもよい。これによれば、地震等によって上記弾性支持スペーサの配置にずれが生じるのを防止できる。また、釘やボルトで上記弾性支持スペーサを固定した場合には音が階下に上記釘等によって伝搬するおそれがあるが、このようなおそれを生じさせることもない。さらに、上記両面テープ等を用いると、上記弾性支持スペーサの配置作業が簡素化され、施工性が向上する。   The elastic support spacer and the double floor lower side plate may be fixed by a double-sided tape or an adhesive. Moreover, the said elastic support spacer and the said double floor upper board may be fixed with the double-sided tape or the adhesive agent. According to this, it is possible to prevent the elastic support spacers from being displaced due to an earthquake or the like. Further, when the elastic support spacer is fixed with a nail or a bolt, there is a possibility that sound may be propagated downstairs by the nail or the like, but such a fear is not caused. Furthermore, when the double-sided tape or the like is used, the arrangement work of the elastic support spacer is simplified and the workability is improved.

上記弾性支持スペーサの硬度が、デュロメータ硬度で55以上75以下の範囲またはこれに相当する硬さ範囲にあり、上記弾性支持スペーサの高さが50mm以上100mm以下の範囲にあり、上記弾性支持スペーサの断面積が7569mm±35%以内の範囲にあるようにしてもよい。これによれば、上記弾性支持スペーサの配置ピッチによる歩行感と遮音性の両立を維持しつつ二重床構造における空間の高さ確保と汎用的な硬度を有する弾性支持スペーサの使用による低コスト化が図れることになる。 The elastic support spacer has a durometer hardness of 55 or more and 75 or less, or a corresponding hardness range, and the elastic support spacer has a height of 50 mm or more and 100 mm or less. The cross-sectional area may be within a range of 7569 mm 2 ± 35%. According to this, it is possible to reduce the cost by securing the height of the space in the double floor structure and using the elastic support spacer having general-purpose hardness while maintaining both walking feeling and sound insulation by the arrangement pitch of the elastic support spacer. Can be planned.

本発明であれば、木造軸組建物の防音床構造として防音性能と床上の歩行感を両立できるという効果を奏する。   If it is this invention, there exists an effect that soundproof performance and the feeling of walking on a floor can be made compatible as a soundproof floor structure of a wooden frame building.

本発明の実施形態にかかる木造軸組建物の防音床構造を示した断面図である。It is sectional drawing which showed the soundproof floor structure of the wooden frame building concerning embodiment of this invention. 図1の防音床構造における梁と小梁と弾性支持スペーサの配置関係を示した平面図である。It is the top view which showed the arrangement | positioning relationship of the beam in the soundproof floor structure of FIG. 1, a small beam, and an elastic support spacer. 図1の防音床構造における梁と小梁と弾性支持スペーサの配置関係を示した斜視図である。It is the perspective view which showed the arrangement | positioning relationship of the beam in the soundproof floor structure of FIG. 1, a small beam, and an elastic support spacer.

以下、この発明の実施の形態を添付図面に基づいて説明する。
図1および図2に示すように、この実施形態の木造軸組建物の防音床構造においては、梁1と当該梁1間を繋ぐように配置された小梁2との交差部が所定ピッチで形成されており、上記梁1と上記小梁2を覆うように二重床下側板3が配置されている。上記所定ピッチは例えば1000mmとされる。また、上記二重床下側板3は24mm〜35mm厚の合板またはパーチクルボードからなり、上記梁1に釘等によって固定されている。
Embodiments of the present invention will be described below with reference to the accompanying drawings.
As shown in FIGS. 1 and 2, in the soundproof floor structure of the wooden frame building of this embodiment, the intersections of the beam 1 and the small beam 2 arranged so as to connect the beam 1 are at a predetermined pitch. A double floor lower side plate 3 is formed so as to cover the beam 1 and the small beam 2. The predetermined pitch is, for example, 1000 mm. The double floor lower side plate 3 is made of a plywood or particle board having a thickness of 24 mm to 35 mm, and is fixed to the beam 1 with nails or the like.

また、図3にも示すように、上記二重床下側板3上の上記交差部の位置に弾性支持スペーサ4が配置されている。さらに、上記所定ピッチの半ピッチ(500mm)となる上記交差部以外の箇所にも上記弾性支持スペーサ4が配置されている。そして、図1に示したように、上記弾性支持スペーサ4上には、当該弾性支持スペーサ4を覆って空間を形成するように二重床上側板5が配置されている。上記二重床上側板5は、24mm〜35mm厚の合板またはパーチクルボードからなっている。   Further, as shown in FIG. 3, the elastic support spacer 4 is arranged at the position of the intersection on the double floor lower side plate 3. Furthermore, the elastic support spacers 4 are also arranged at locations other than the intersecting portions that are half pitches (500 mm) of the predetermined pitch. As shown in FIG. 1, the double floor upper plate 5 is disposed on the elastic support spacer 4 so as to cover the elastic support spacer 4 and form a space. The double floor upper plate 5 is made of a plywood or particle board having a thickness of 24 mm to 35 mm.

上記弾性支持スペーサ4と上記二重床下側板3とは両面テープまたは接着剤によって固定されている。また、上記弾性支持スペーサ4と上記二重床上側板5も両面テープまたは接着剤によって固定されている。   The elastic support spacer 4 and the double floor lower side plate 3 are fixed by a double-sided tape or an adhesive. The elastic support spacer 4 and the double floor upper plate 5 are also fixed by a double-sided tape or an adhesive.

上記二重床下側板3と上記二重床上側板5との間の空間には吸音材6が設けられている。この吸音材6は例えば厚さ50mmのグラスウールからなる。   A sound absorbing material 6 is provided in the space between the double floor lower plate 3 and the double floor upper plate 5. The sound absorbing material 6 is made of glass wool having a thickness of 50 mm, for example.

上記二重床上側板5の上に2枚の遮音マット7が配置されている。上記遮音マット7はアスファルト系素材からなり、厚さは8mmに設定されている。そして、上記遮音マット7上には床下地板8が配置されている。上記床下地板8は、12mm厚の合板からなっている。   Two sound insulation mats 7 are disposed on the double floor upper plate 5. The sound insulation mat 7 is made of an asphalt material and has a thickness of 8 mm. A floor base plate 8 is disposed on the sound insulating mat 7. The floor base plate 8 is made of 12 mm thick plywood.

上記二重床上側板5と上記遮音マット7と上記床下地板8とは釘(例えば長さ38mm)によって相互に固定されている。さらに、上記床下地板8とその上に配置される床仕上げ板9とは接着材およびフロア釘によって相互に固定されている。このように、床材が相互に固定されることによって、床材のばたつきによる音の発生が防止されることになる。   The double floor upper plate 5, the sound insulation mat 7, and the floor base plate 8 are fixed to each other by nails (for example, a length of 38 mm). Further, the floor base plate 8 and the floor finish plate 9 disposed thereon are fixed to each other by an adhesive and a floor nail. In this way, the floor materials are fixed to each other, thereby preventing the generation of sound due to flapping of the floor materials.

上記梁1には釘によって吊り木10が固定されており、この吊り木10によって野縁受け11が支持されている。そして、上記野縁受け11に野縁12が固定されており、この野縁12には厚さが12.5mmの2枚の石こうボード13が釘によって固定されている。上記石こうボード13の上(天井裏)には、グラスウールが配置されている。   A suspension tree 10 is fixed to the beam 1 with nails, and a field edge receiver 11 is supported by the suspension tree 10. A field edge 12 is fixed to the field edge receiver 11, and two gypsum boards 13 having a thickness of 12.5 mm are fixed to the field edge 12 with nails. Glass wool is disposed on the gypsum board 13 (back of the ceiling).

上記弾性支持スペーサ4は、全体がクロロプレンゴムなどの弾性素材からなる六面体形状を有しており、断面寸法が87×87mm(この場合の断面積は7569mm)、高さが80mm、デュロメータ硬度が65となっている。もちろん、これは一例であり、上記弾性支持スペーサの断面積は7569mm±35%以内の四角形または円形を有するものでもよい。なお、この実施例では、当該建物で用いる束部材の断面寸法は87×87mmとしており、この断面寸法に上記弾性支持スペーサ4の断面寸法を一致させている。また、上記弾性支持スペーサ4の高さは50mm以上100mm以下であり、上記弾性支持スペーサ4の硬度は、デュロメータ硬度で55以上75以下の範囲またはこれに相当する硬さ範囲にある。また、上記弾性支持スペーサ4は、上記クロロプレンゴムなどのゴム素材に限らず、軟質樹脂(熱可塑性エラストマー)等からなる弾性体を用いることができる。 The elastic support spacer 4 as a whole has a hexahedral shape made of an elastic material such as chloroprene rubber, has a cross-sectional dimension of 87 × 87 mm (in this case, the cross-sectional area is 7569 mm 2 ), a height of 80 mm, and a durometer hardness. 65. Of course, this is only an example, and the elastic support spacer may have a cross-sectional area of 7569 mm 2 ± 35% or less. In this embodiment, the cross-sectional dimension of the bundle member used in the building is 87 × 87 mm, and the cross-sectional dimension of the elastic support spacer 4 is made to coincide with this cross-sectional dimension. The height of the elastic support spacer 4 is 50 mm or more and 100 mm or less, and the hardness of the elastic support spacer 4 is in the range of 55 or more and 75 or less in durometer hardness or a hardness range corresponding thereto. The elastic support spacer 4 is not limited to a rubber material such as the chloroprene rubber, and an elastic body made of a soft resin (thermoplastic elastomer) or the like can be used.

上記構造の床における上記弾性支持スペーサ4を省略した状態での1平米当たりの重量は、上記二重床下側板3および上記二重床上側板5の1平米当たりの重量を14.4kg/m、上記吸音材6の1平米当たりの重量を0.5kg/m、上記遮音マット7の1枚の1平米当たりの重量を25.6kg/m、上記床下地板8の1平米当たりの重量を7.2kg/m、上記床仕上げ板9の1平米当たりの重量を7.2kg/mとすると、合計94.9kg/mとなる。そして、上記弾性支持スペーサ4は1平米当たりに4個存在することになるので、この4個の合計重量を加算した総重量が上記床における1平米当たりの重量となる。 The weight per square meter in the state where the elastic support spacer 4 is omitted in the floor having the above structure is 14.4 kg / m 2 per square meter of the double floor lower side plate 3 and the double floor upper plate 5. The weight per square meter of the sound absorbing material 6 is 0.5 kg / m 2 , the weight per square meter of the sound insulating mat 7 is 25.6 kg / m 2 , and the weight per square meter of the floor base plate 8 is 7.2 kg / m 2, when the weight per square meter of the floor finish plate 9 and 7.2 kg / m 2, a total of 94.9kg / m 2. Since there are four elastic support spacers 4 per square meter, the total weight of the four total weights is the weight per square meter on the floor.

なお、天井の1平米当たりの重量は、天井裏のグラスウールの1平米当たりの重量を0.5kg/m、上記野縁12の1平米当たりの重量を6.0kg/m、上記石こうボード13の1平米当たりの重量を9.4kg/mとすると、合計25.3kg/mとなる。 The weight per square meter of the ceiling is 0.5 kg / m 2 for the glass wool on the back of the ceiling, 6.0 kg / m 2 for the weight of the field 12 per square meter, and the gypsum board. the weight per square meter of 13 When 9.4 kg / m 2, a total of 25.3kg / m 2.

上記のように、上記弾性支持スペーサ4によって二重床構造が形成されるので防音性能が向上することになる。また、上記弾性支持スペーサ4は上記梁1と上記小梁2を覆うように配置された二重床下側板3上の所定ピッチ(1000mm)で形成される上記交差部の位置に配置され、さらに、上記所定ピッチの半ピッチ(500mm)となる上記交差部以外の箇所にも配置されるので、上記弾性支持スペーサ4の配置ピッチは広すぎることなく床の歩行感(剛性感)が良好になる一方、狭すぎることもないので遮音性の低下を防止できる。すなわち、防音性能と床上歩行感を両立できる。   As described above, since the double floor structure is formed by the elastic support spacer 4, the soundproofing performance is improved. Further, the elastic support spacer 4 is disposed at the position of the intersecting portion formed at a predetermined pitch (1000 mm) on the double floor lower side plate 3 disposed so as to cover the beam 1 and the small beam 2, Since the elastic support spacers 4 are arranged at locations other than the intersecting portion, which is a half pitch (500 mm) of the predetermined pitch, the arrangement pitch of the elastic support spacers 4 is not too wide, and the walking feeling (rigidity) of the floor is improved Since it is not too narrow, it is possible to prevent a decrease in sound insulation. That is, it is possible to achieve both soundproof performance and a feeling of walking on the floor.

また、上記弾性支持スペーサ4がその全体において同一の弾性素材からなっていると、ボルト等の脚部を有する支持スペーサに比べて上記弾性支持スペーサ5のコストを低くすることができる。また、上記二重床上側板5の上に遮音マット7が配置されていると、遮音性が一層向上する。   Further, when the elastic support spacer 4 is made of the same elastic material as a whole, the cost of the elastic support spacer 5 can be reduced as compared with a support spacer having leg portions such as bolts. Moreover, if the sound insulation mat 7 is arrange | positioned on the said double floor upper board 5, sound insulation property will improve further.

上記弾性支持スペーサ4と上記二重床下側板3とが両面テープまたは接着剤によって固定されており、また、上記弾性支持スペーサ4と上記二重床上側板5とが両面テープまたは接着剤によって固定されていると、地震等によって上記弾性支持スペーサ4の配置にずれが生じるのを防止できる。また、釘やボルトで上記弾性支持スペーサ4を固定した場合には音が階下に上記釘等によって伝搬するおそれがあるが、このようなおそれを生じさせることもない。さらに、上記弾性支持スペーサ4の配置作業が簡素化され、施工性が向上する。   The elastic support spacer 4 and the double floor lower plate 3 are fixed by a double-sided tape or an adhesive, and the elastic support spacer 4 and the double floor upper plate 5 are fixed by a double-sided tape or an adhesive. If it exists, it can prevent that the arrangement | positioning of the said elastic support spacer 4 arises by an earthquake etc. Further, when the elastic support spacer 4 is fixed with a nail or a bolt, there is a possibility that sound may be propagated downstairs by the nail or the like, but such a fear is not caused. Furthermore, the arrangement | positioning operation | work of the said elastic support spacer 4 is simplified, and workability | operativity improves.

また、上記弾性支持スペーサ4の硬度が、デュロメータ硬度で55以上75以下の範囲またはこれに相当する硬さ範囲にあり、上記弾性支持スペーサの高さが50mm以上100mm以下の範囲にあり、上記弾性支持スペーサの断面積が7569mm±35%以内の範囲にあると、上記弾性支持スペーサ4の配置ピッチによる歩行感と遮音性の両立を維持しつつ二重床構造における空間の高さ確保と汎用的な硬度を有する弾性支持スペーサ4の使用による低コスト化が図れることになる。 The elastic support spacer 4 has a durometer hardness of 55 or more and 75 or less or a corresponding hardness range, and the elastic support spacer has a height of 50 mm or more and 100 mm or less. When the cross-sectional area of the support spacer is within a range of 7569 mm 2 ± 35%, the space height in the double floor structure is ensured and general purpose while maintaining both walking feeling and sound insulation by the arrangement pitch of the elastic support spacer 4 The cost can be reduced by using the elastic support spacer 4 having a certain hardness.

上記範囲内において、上記弾性支持スペーサ4の断面積を大きくして硬度を低くすること、或いは上記弾性支持スペーサ4の断面積を小さくして硬度を高くすることで歩行感と遮音性を一定の範囲内で両立することができる。同じく、上記範囲内において、上記弾性支持スペーサ4の高さを低くして上記弾性支持スペーサ4の硬度を低くすること、或いは上記弾性支持スペーサ4の高さを高くして上記弾性支持スペーサ4の硬度を高くすることで歩行感と遮音性を一定の範囲内で両立することができる。   Within the above range, the feeling of walking and sound insulation can be kept constant by increasing the cross-sectional area of the elastic support spacer 4 to reduce the hardness, or decreasing the cross-sectional area of the elastic support spacer 4 to increase the hardness. It can be compatible within the range. Similarly, within the above range, the height of the elastic support spacer 4 is lowered to decrease the hardness of the elastic support spacer 4, or the height of the elastic support spacer 4 is increased to increase the height of the elastic support spacer 4. By increasing the hardness, it is possible to achieve both walking feeling and sound insulation within a certain range.

なお、上記の実施形態では、上記所定ピッチが1000mmで上記弾性支持スペーサ4の配置ピッチが500mmとなる構造例を示したが、これに限らず、所定ピッチが910mmで上記弾性支持スペーサ4の配置ピッチが455mmとなる構造、或いは所定ピッチが900mmで上記弾性支持スペーサ4の配置ピッチが450mmとなる構造等とすることができる。このような配置ピッチにおいても、上記弾性支持スペーサ4を、上記硬度範囲、高さ範囲および断面積範囲内で選択することができる。なお、重量床衝撃音遮断性能の総合的な数値は、上記弾性支持スペーサ4の配置ピッチ、硬度、断面寸法、高さの他、床構成板材の厚さや遮音マットの有無などにより変動し、また、このような要素によって床上の歩行感も影響を受けることになる。上記床構成板材や遮音マットについても厚さや個数等は限定されない。   In the above-described embodiment, the structure example in which the predetermined pitch is 1000 mm and the arrangement pitch of the elastic support spacers 4 is 500 mm is shown. However, the configuration is not limited thereto, and the arrangement of the elastic support spacers 4 is 910 mm. A structure in which the pitch is 455 mm or a structure in which the predetermined pitch is 900 mm and the arrangement pitch of the elastic support spacers 4 is 450 mm can be employed. Even in such an arrangement pitch, the elastic support spacer 4 can be selected within the hardness range, height range, and cross-sectional area range. The overall numerical value of the heavy floor impact sound insulation performance varies depending on the arrangement pitch, hardness, cross-sectional dimensions, and height of the elastic support spacer 4 as well as the thickness of the floor component plate material and the presence or absence of a sound insulation mat. Such a factor also affects the feeling of walking on the floor. The thickness, number, etc. of the floor constituting plate material and the sound insulation mat are not limited.

以上、図面を参照してこの発明の実施形態を説明したが、この発明は、図示した実施形態のものに限定されない。図示した実施形態に対して、この発明と同一の範囲内において、あるいは均等の範囲内において、種々の修正や変形を加えることが可能である。   As mentioned above, although embodiment of this invention was described with reference to drawings, this invention is not limited to the thing of embodiment shown in figure. Various modifications and variations can be made to the illustrated embodiment within the same range or equivalent range as the present invention.

1 梁
2 小梁
3 二重床下側板
4 弾性支持スペーサ
5 二重床上側板
6 吸音材
7 遮音マット
8 床下地材
9 床仕上げ板
DESCRIPTION OF SYMBOLS 1 Beam 2 Beam 3 Double floor lower board 4 Elastic support spacer 5 Double floor upper board 6 Sound absorbing material 7 Sound insulation mat 8 Floor base material 9 Floor finish board

Claims (7)

木造軸組建物の防音床構造において、梁と当該梁間を繋ぐように配置された小梁との交差部が所定ピッチで形成されており、上記梁と上記小梁を覆うように配置された二重床下側板上の上記交差部の位置に弾性支持スペーサが配置されるとともに、上記所定ピッチの半ピッチとなる上記交差部以外の箇所にも上記弾性支持スペーサが配置され、上記弾性支持スペーサを覆って空間を形成するように二重床上側板が配置されていることを特徴とする防音床構造。   In the soundproof floor structure of a wooden framed building, the intersections between the beams and the small beams arranged so as to connect the beams are formed at a predetermined pitch, and the two beams are arranged so as to cover the beams and the small beams. An elastic support spacer is disposed at the position of the intersection on the lower floor plate, and the elastic support spacer is also disposed at a location other than the intersection where the predetermined pitch is a half pitch, covering the elastic support spacer. The soundproof floor structure is characterized in that a double floor upper plate is arranged so as to form a space. 請求項1に記載の防音床構造において、上記所定ピッチは1000mm、910mmまたは900mmのいずれかであり、上記半ピッチは500mm、455mmまたは450mmとされることを特徴とする防音床構造。   The soundproof floor structure according to claim 1, wherein the predetermined pitch is 1000 mm, 910 mm, or 900 mm, and the half pitch is 500 mm, 455 mm, or 450 mm. 請求項1または請求項2に記載の防音床構造において、上記弾性支持スペーサは全体が同一の弾性素材からなることを特徴とする防音床構造。   The soundproof floor structure according to claim 1 or 2, wherein the elastic support spacers are entirely made of the same elastic material. 請求項1〜請求項3のいずれか1項に記載の防音床構造において、上記二重床上側板の上に1枚または複数枚の遮音マットが配置されており、上記遮音マット上に床下地板が配置されていることを特徴とする防音床構造。   The soundproof floor structure according to any one of claims 1 to 3, wherein one or a plurality of sound insulation mats are disposed on the double floor upper plate, and a floor base plate is disposed on the sound insulation mat. Soundproof floor structure characterized by being arranged. 請求項1〜請求項4のいずれか1項に記載の防音床構造において、上記弾性支持スペーサと上記二重床下側板とが両面テープまたは接着剤によって固定されていることを特徴とする防音床構造。   The soundproof floor structure according to any one of claims 1 to 4, wherein the elastic support spacer and the double floor lower side plate are fixed with a double-sided tape or an adhesive. . 請求項1〜請求項5のいずれか1項に記載の防音床構造において、上記弾性支持スペーサと上記二重床上側板とが両面テープまたは接着剤によって固定されていることを特徴とする防音床構造。   The soundproof floor structure according to any one of claims 1 to 5, wherein the elastic support spacer and the double floor upper plate are fixed by a double-sided tape or an adhesive. . 請求項1〜請求項6のいずれか1項に記載の防音床構造において、上記弾性支持スペーサの硬度が、デュロメータ硬度で55以上75以下の範囲またはこれに相当する硬さ範囲にあり、上記弾性支持スペーサの高さが50mm以上100mm以下の範囲にあり、上記弾性支持スペーサの断面積が7569mm±35%以内の範囲にあることを特徴とする防音床構造。 The soundproof floor structure according to any one of claims 1 to 6, wherein the elastic support spacer has a durometer hardness of 55 or more and 75 or less or a hardness range corresponding thereto, and the elasticity A soundproof floor structure, wherein the height of the support spacer is in the range of 50 mm to 100 mm, and the cross-sectional area of the elastic support spacer is in the range of 7569 mm 2 ± 35%.
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