JP2007191989A - Sound insulating floor structure of building - Google Patents

Sound insulating floor structure of building Download PDF

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JP2007191989A
JP2007191989A JP2006013777A JP2006013777A JP2007191989A JP 2007191989 A JP2007191989 A JP 2007191989A JP 2006013777 A JP2006013777 A JP 2006013777A JP 2006013777 A JP2006013777 A JP 2006013777A JP 2007191989 A JP2007191989 A JP 2007191989A
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floor
beams
sound insulation
floor structure
auxiliary
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Hideo Nagamatsu
英夫 永松
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Sekisui House Ltd
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Sekisui House Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To effectively enhance sound insulating performance in a floor structure using exposed beams. <P>SOLUTION: This sound insulating floor structure is a sandwich structure formed by dividing a plurality of exposed beams 1 disposed almost parallel with one another and projected into a lower floor space 30, into upper beams 2 formed of wooden square bars, for instance, to support floor constitutive members such as floor backing members 11 and floor boards 12, and lower beams 3 formed of wooden square bars, for instance, to support ceiling constitutive members such as steel joists 16 and ceiling boards 17, and interposing vibration control members 4 between the upper beams 2 and the lower beams 3. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、戸建て住宅等の建物における遮音床構造に関する。   The present invention relates to a sound insulation floor structure in a building such as a detached house.

従来より、戸建て住宅において、上階の床梁下部をリビング等の下階空間に張り出させて露出させるとともに、この上階の床梁に天井板を直付けして下階空間の天井面を上げることで、下階空間に広がりを持たせるとともに、下階空間のインテリア性を高めるようにした床構造が知られている。   Conventionally, in a detached house, the lower floor beam of the upper floor is exposed by projecting it into the lower floor space such as a living room, and a ceiling plate is directly attached to the floor beam of the upper floor to provide a ceiling surface of the lower floor space. A floor structure is known in which the lower floor space is expanded by raising the height and the interior of the lower floor space is enhanced.

ところが、このような床構造においては、上階の床梁いわゆるあらわし梁が下階空間に露出しているので、上階の床板において床衝撃音が発生した場合、その床衝撃音は、あらわし梁を介して天井板から下階空間へ放射されるだけでなく、あらわし梁から下階空間へ直接放射されることになる。   However, in such a floor structure, since the upper floor beam, so-called beam, is exposed in the lower floor space, if floor impact sound is generated on the floor of the upper floor, the floor impact sound is In addition to being radiated from the ceiling board to the lower floor space via the sash, it will be radiated directly from the express beam to the lower floor space.

従って、上階の床梁に対して天井板を吊り下げ支持して、下階空間から上階の床梁が見えない通常の床構造と比べて、床板と天井板との間の振動伝搬経路を絶縁することが困難で、遮音性能が低下することが確認されている。   Therefore, the vibration propagation path between the floor board and the ceiling board is compared with the normal floor structure where the ceiling board is suspended and supported from the upper floor floor beam and the upper floor floor beam is not visible from the lower floor space. It is difficult to insulate, and it has been confirmed that the sound insulation performance is lowered.

一般に、床の遮音性能を向上させるために、床板や天井板の重量を重くするといった対策が採られている。しかしながら、床板や天井板の重量を大きくする場合には、床板や天井板を支えるための構造体の設計変更が必要とされ、特に木造住宅や軽量鉄骨造住宅においては、構造耐力の観点から床板や天井板の重量をむやみに増やすことができない。   In general, in order to improve the sound insulation performance of the floor, measures such as increasing the weight of the floor board and the ceiling board are taken. However, when increasing the weight of floor boards and ceiling boards, it is necessary to change the design of the structure to support the floor boards and ceiling boards. Especially in wooden houses and lightweight steel houses, floor boards are required from the viewpoint of structural strength. And the weight of the ceiling panel cannot be increased unnecessarily.

また、床上に二重床を設けて遮音性能を向上するといった方法もあるが、この場合、床レベルが上昇して室内空間を狭めてしまうことになり、一般的な戸建て住宅に適用することは困難である。   In addition, there is a method of improving the sound insulation performance by providing a double floor on the floor, but in this case, the floor level will rise and the indoor space will be narrowed, so it can be applied to general detached houses. Have difficulty.

そこで、床板と床梁との間に防振材を介在させて、床板の振動を防振材によって減衰させるようにした構造が提案されている(例えば、特許文献1参照)。   Therefore, a structure has been proposed in which a vibration isolating material is interposed between the floor plate and the floor beam so that the vibration of the floor plate is attenuated by the vibration isolating material (see, for example, Patent Document 1).

特開2005−155288号公報JP 2005-155288 A

しかしながら、上記のように、床板と床梁との間に防振材を介在させる場合には、床板の沈み込みが生じ易くなり、これに伴って歩行感の悪化や音鳴りの発生を招くおそれがあった。   However, as described above, when a vibration isolator is interposed between the floor board and the floor beam, the floor board is likely to sink, which may lead to deterioration of walking feeling and generation of noise. was there.

そこで、この発明は、上記のような不具合を生じさせることなく、あらわし梁を使用した床構造において、その遮音性能を効果的に高めることを目的とする。   SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to effectively enhance the sound insulation performance in a floor structure using an express beam without causing the above problems.

上記課題を解決するため、この発明の建物の遮音床構造は、互いに略平行に配設されて下階空間30に張り出した複数のあらわし梁1・・を、床構成部材11、12を支持する例えば木製の角材からなる上部梁2と、天井構成部材16、17を支持する例えば木製の角材からなる下部梁3とに分断して、それら上部梁2と下部梁3との間に防振材4を介在させるようにしたことを特徴とする。   In order to solve the above-described problems, the sound insulation floor structure of a building according to the present invention supports the floor constituent members 11 and 12 with a plurality of beams 1.. For example, the upper beam 2 made of wooden squares and the lower beam 3 made of, for example, wooden squares that support the ceiling components 16 and 17 are divided, and the vibration isolator is provided between the upper beam 2 and the lower beam 3. 4 is interposed.

また、隣接する上部梁2・・間に、前記床構成部材11、12を支持する例えば木製の角材からなる補助梁10・・を前記上部梁2・・と略平行に配置している。さらに、前記上部梁2と補助梁10の中心軸間の間隔Lを約250mmとしている。さらにまた、前記上部梁2と補助梁10の梁せいを略同じにしている。   Further, between the adjacent upper beams 2..., Auxiliary beams 10... Made of, for example, wooden square members that support the floor constituent members 11 and 12 are arranged substantially in parallel with the upper beams 2. Further, the distance L between the central axes of the upper beam 2 and the auxiliary beam 10 is about 250 mm. Furthermore, the beam of the upper beam 2 and the auxiliary beam 10 are made substantially the same.

また、前記上部梁2・・と補助梁10・・の上面間に跨って床下地材11・・を取り付けるとともに、前記下部梁3・・の側面間に跨って天井板17を取り付けている。   Further, a floor base material 11 is mounted across the upper surfaces of the upper beams 2 and the auxiliary beams 10 and a ceiling plate 17 is mounted between the side surfaces of the lower beams 3 and.

この発明の遮音床構造においては、互いに縁切りした上部梁と下部梁との間に防振材を介在してなるサンドイッチ構造のあらわし梁を用いていることから、床構成部材側から天井構成部材側へ伝搬する振動を防振材によって減衰して、下階空間へ放射される騒音を大幅に低減することができ、従来のような構造体の設計変更や床レベルの上昇、歩行感の悪化や音鳴りの発生等を招くことなく、遮音性能を効果的に高めることができる。   In the sound insulation floor structure according to the present invention, the use of a sandwich structure beam having an anti-vibration material interposed between the upper beam and the lower beam which are separated from each other, the floor component member side to the ceiling component member side The vibration propagating to the floor can be attenuated by the vibration-proof material, and the noise radiated to the lower floor space can be greatly reduced. The sound insulation performance can be effectively enhanced without causing the generation of sound.

また、隣接する上部梁間に補助梁を配置して、あらわし梁を分断したことによる断面性能の低下を補っているので、必要構造耐力を良好に維持することができる。   Moreover, since the auxiliary beam is arrange | positioned between adjacent upper beams and the reduction | decrease of the cross-sectional performance by dividing the express beam is compensated, required structural yield strength can be maintained favorable.

さらに、上部梁と補助梁の中心軸間の間隔を約250mmとすることで、床下地材や床板といった床構成部材を良好に支持することができ、床下地材を支持するための根太等を廃止することができる。   Furthermore, by setting the distance between the central axes of the upper beam and the auxiliary beam to about 250 mm, it is possible to favorably support the floor constituent members such as the floor base material and the floor board, and the joists for supporting the floor base material. Can be abolished.

以下、この発明の実施形態を図面に基づいて詳細に説明する。図1乃至図3は、この発明の一実施形態に係る遮音床構造を示している。図において、1・・は、例えば木造住宅における上階の床に施工するあらわし梁を示している。各あらわし梁1は、上部梁2と下部梁3とに分断されており、これら上部梁2と下部梁3との間に防振材4が介在されたサンドイッチ構造となっている。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. 1 to 3 show a sound insulation floor structure according to an embodiment of the present invention. In the figure, 1... Indicate the beams to be constructed on the upper floor in a wooden house, for example. Each representation beam 1 is divided into an upper beam 2 and a lower beam 3, and has a sandwich structure in which a vibration isolator 4 is interposed between the upper beam 2 and the lower beam 3.

前記上部梁2は、例えば木製の角材からなり、その幅が約120mm、高さが約150mmとされている。下部梁3は、例えば木製の角材からなり、その幅が約120mm、高さが約170mmとされている。防振材4は、帯板状の防振ゴムからなり、その幅が約120mm、厚さが約10mmとされている。   The upper beam 2 is made of, for example, a wooden square, and has a width of about 120 mm and a height of about 150 mm. The lower beam 3 is made of, for example, a wooden square, and has a width of about 120 mm and a height of about 170 mm. The anti-vibration material 4 is made of a band plate-like anti-vibration rubber, and has a width of about 120 mm and a thickness of about 10 mm.

そして、上部梁2及び下部梁3は、その両端部が図示しない柱や外周梁等に別々に連結されて互いに縁切りされた状態となっており、これら上部梁2の下面と下部梁3の上面との間に、防振材4が接着剤等によって取り付けられている。なお、防振材4は、接着剤等によって取り付けることなく、上部梁2と下部梁3との間に単に挟み込ませるようにしても良い。また、必ずしも上部梁2や下部梁3の長手方向の全長に亘って設ける必要はなく、例えば複数の防振材4・・を上部梁2と下部梁3との間にそれらの長手方向に間隔をあけて設けるようにしても良い。   The upper beam 2 and the lower beam 3 are in a state in which both end portions thereof are separately connected to pillars and outer peripheral beams (not shown) and cut off from each other. The lower surface of the upper beam 2 and the upper surface of the lower beam 3 The anti-vibration material 4 is attached with an adhesive or the like. The anti-vibration material 4 may be simply sandwiched between the upper beam 2 and the lower beam 3 without being attached with an adhesive or the like. Further, it is not always necessary to provide the entire length of the upper beam 2 and the lower beam 3 in the longitudinal direction. For example, a plurality of vibration isolating materials 4 are spaced between the upper beam 2 and the lower beam 3 in the longitudinal direction. You may make it open and provide.

このようにして構成されたあらわし梁1・・は、その幅が約120mm、高さが約330mmとされていおり、それらの中心軸間の間隔が約500mmとなるように互いに略平行に配置されている。   The representation beams 1... Thus configured have a width of about 120 mm and a height of about 330 mm, and are arranged substantially parallel to each other so that the distance between their central axes is about 500 mm. ing.

10・・は、隣接するあらわし梁1、1の上部梁2、2間に、夫々配置された補助梁を示している。この補助梁10は、上部梁2と略同じ大きさの例えば木製の角材からなり、その幅が約120mm、高さすなわち梁せいが約150mmとされて、その両端部が図示しない柱や外周梁等に連結されている。そして、互いに隣接する補助梁10と上部梁2の中心軸間の間隔Lが約250mmとなり、且つ、補助梁10・・と上部梁2・・の上面が同一高さレベルに位置するようにして、補助梁10・・が上部梁2・・と略平行に配置されている。   Reference numerals 10... Denote auxiliary beams arranged between the upper beams 2 and 2 of the adjacent display beams 1 and 1, respectively. The auxiliary beam 10 is made of, for example, a wooden square having approximately the same size as that of the upper beam 2 and has a width of about 120 mm and a height, that is, a beam length of about 150 mm. Etc. The distance L between the central axes of the auxiliary beam 10 and the upper beam 2 adjacent to each other is about 250 mm, and the upper surfaces of the auxiliary beams 10 and the upper beams 2 are positioned at the same height level. The auxiliary beams 10 are arranged substantially parallel to the upper beams 2.

このように補助梁10・・を配置して梁本数を増やすことで、あらわし梁1・・の分断に伴う断面性能の低下を補って必要構造耐力を確保している。なお、あらわし梁1・・における下部梁3・・は、鉛直方向の力が加わった初期の段階では力を負担することはないが、上部梁2・・が撓んで下部梁3・・に干渉することによって力を負担して、梁強度を倍増させるようになっている。 Thus, by arranging the auxiliary beams 10... And increasing the number of beams, the necessary structural strength is ensured by compensating for the deterioration of the cross-sectional performance due to the division of the represented beams 1. In addition, the lower beam 3 in the shown beam 1 does not bear the force in the initial stage when the vertical force is applied, but the upper beam 2 deflects and interferes with the lower beam 3 By doing so, the force is borne and the beam strength is doubled.

そして、このようにして配置されたあらわし梁1・・の上部梁2・・及び補助梁10・・に対して、床構成部材が支持されている。すなわち、あらわし梁1・・の上部梁2・・及び補助梁10・・の上面に跨って、例えば略方形状の構造用合板からなる床下地材11・・が取り付けられ、それら床下地材11・・上にはフローリング材等の床板12・・が敷設されている。なお、床下地材11・・は、約250mmピッチの狭い間隔で配置した上部梁2・・及び補助梁10・・によって支持されるので、床下地材11・・を支持するために通常設ける根太については廃止している。   And the floor component is supported with respect to the upper beam 2 of the display beam 1 arranged in this way, and the auxiliary beam 10. That is, a floor base material 11 made of, for example, a substantially rectangular structural plywood is attached across the upper surfaces of the upper beam 2 of the representative beam 1 .. and the auxiliary beam 10.・ ・ Floor board 12 ・ ・ is laid on the top. Since the floor base material 11 is supported by the upper beams 2 and the auxiliary beams 10 that are arranged at a narrow interval of about 250 mm pitch, the joist usually provided to support the floor base material 11. Is abolished.

また、あらわし梁1・・の下部梁3・・に対して、天井構成部材が支持されている。すなわち、あらわし梁1・・の下部梁3・・の側面間に、コ字形の保持枠15、15を介して複数の鋼製野縁16・・が差し渡され、それら鋼製野縁16・・の下面に例えば略方形状の石膏ボード等からなる天井板17・・が取り付けられている。そして、床下地材11・・と天井板17・・との間には、断熱材20が充填されている。   Moreover, the ceiling structural member is supported with respect to the lower beams 3 of the representative beams 1. That is, a plurality of steel field edges 16 are passed between the side surfaces of the lower beams 3 of the representative beam 1 .. via the U-shaped holding frames 15, 15, and these steel field edges 16. A ceiling plate 17 made of, for example, a substantially square gypsum board is attached to the lower surface of. A heat insulating material 20 is filled between the floor base material 11 and the ceiling plate 17.

この施工状態において、天井板17・・は、隣接するあらわし梁1・・の下部梁3・・の側面間に差し渡されているので、あらわし梁1・・の下部梁3・・は、天井板17・・よりも下方へ突出して、下階空間30に張り出している。   In this construction state, the ceiling plate 17 is placed between the side surfaces of the lower beam 3 of the adjacent beam 1 and so on, so that the lower beam 3 of the beam 1 Projecting downward from the plate 17...

上記構成において、床板12・・に対して衝撃力が加わると、その衝撃力によって床板12・・が振動し、その振動が床下地材11・・を介してあらわし梁1・・及び補助梁10・・へ伝搬する。   In the above configuration, when an impact force is applied to the floor plate 12..., The floor plate 12... Vibrates due to the impact force, and the vibration is expressed through the floor base material 11. Propagate to

このとき、あらわし梁1においては、互いに縁切りした上部梁2と下部梁3との間に防振材4を挟み込んだサンドイッチ構造となっているので、上部梁2から下部梁3へ伝搬する振動が防振材4によって減衰される。従って、あらわし梁1・・の下部梁3・・や天井板17・・から下階空間30へ放射される床衝撃音を大幅に低減することができる。   At this time, the beam 1 has a sandwich structure in which the anti-vibration material 4 is sandwiched between the upper beam 2 and the lower beam 3 that are separated from each other, so that vibration propagating from the upper beam 2 to the lower beam 3 is generated. Damped by the vibration isolator 4. Therefore, the floor impact sound radiated from the lower beam 3 of the beam 1... And the ceiling plate 17 to the lower floor space 30 can be greatly reduced.

また、補助梁10・・は、天井板17・・に覆われていて、しかも鋼製野縁16・・や天井板17・・といった天井構成部材とは縁切りされた状態となっているので、補助梁10・・から放射される床衝撃音が下階空間30において問題になることは少ない。これにより、あらわし梁1・・を使用した床構造でありながら、遮音性能を効果的に高めることができる。   Further, the auxiliary beams 10 are covered with the ceiling plate 17 and are cut off from the ceiling structural members such as the steel field edge 16 and the ceiling plate 17. The floor impact sound radiated from the auxiliary beams 10 .. rarely becomes a problem in the lower floor space 30. Thereby, although it is a floor structure using the representation beam 1 ..., sound insulation performance can be improved effectively.

なお、あらわし梁1・・に天井吊り用の梁を別途設けて、この天井吊り用の梁に対して天井構成部材をあらわし梁1・・とは縁切りした状態で取り付ける構造も検討したが、この場合、あらわし梁1・・から下階空間へ直接放射される床衝撃音を低減することはできず、上記のようなサンドイッチ構造のあらわし梁1・・を用いるときのような遮音性能の向上を図ることはできなかった。   In addition, although the beam for ceiling suspension was separately provided in the beam 1 for the display, and a structure for attaching the ceiling constituent member to the beam for the ceiling hanging in a state of being separated from the beam 1 for the ceiling was examined, In this case, it is not possible to reduce the floor impact sound radiated directly from the beam 1... To the lower floor space, and to improve the sound insulation performance as in the case of using the beam 1. I could n’t.

この発明は、上記実施形態に限定されるものではなく、この発明の範囲内で上記実施形態に多くの修正及び変更を加え得ることは勿論である。例えば、あらわし梁1における上部梁2及び下部梁3、補助梁10の大きさや配置間隔は、上記実施形態に限定されるものではなく状況に応じて適宜変更しても良い。   The present invention is not limited to the above embodiment, and it is needless to say that many modifications and changes can be made to the above embodiment within the scope of the present invention. For example, the size and the arrangement interval of the upper beam 2, the lower beam 3, and the auxiliary beam 10 in the representation beam 1 are not limited to the above embodiment, and may be appropriately changed according to the situation.

この発明の一実施形態に係る遮音床構造の縦断面図である。It is a longitudinal section of a sound insulation floor structure concerning one embodiment of this invention. 同じくその部分拡大図である。It is the partial enlarged view similarly. 遮音床構造の破断斜視図である。It is a fracture perspective view of a sound insulation floor structure.

符号の説明Explanation of symbols

1・・あらわし梁、2・・上部梁、3・・下部梁、4・・防振材、10・・補助梁、11・・床下地材、12・・床板、16・・鋼製野縁、17・・天井板、30・・下階空間   1 .... Render beam 2 .... Upper beam 3 .... Lower beam 4 .... Anti-vibration material 10 .... Auxiliary beam 11 .... Floor base material 12 .... Floor plate 16 .... Steel field edge , 17 ... Ceiling board, 30 ... Lower floor space

Claims (6)

互いに略平行に配設されて下階空間(30)に張り出した複数のあらわし梁(1)・・を、床構成部材(11)(12)を支持する上部梁(2)と天井構成部材(16)(17)を支持する下部梁(3)とに分断して、それら上部梁(2)と下部梁(3)との間に防振材(4)を介在させるようにしたことを特徴とする建物の遮音床構造。 A plurality of display beams (1), which are arranged substantially in parallel with each other and project into the lower floor space (30), an upper beam (2) for supporting the floor constituent members (11) (12) and a ceiling constituent member ( 16) It is divided into a lower beam (3) that supports (17), and a vibration isolator (4) is interposed between the upper beam (2) and the lower beam (3). Sound insulation floor structure of the building. 隣接する上部梁(2)・・間に、前記床構成部材(11)(12)を支持する補助梁(10)・・を前記上部梁(2)・・と略平行に配置した請求項1記載の建物の遮音床構造。 The auxiliary beams (10) for supporting the floor constituent members (11) (12) are arranged between the adjacent upper beams (2), and substantially parallel to the upper beams (2). Sound insulation floor structure of the building described. 前記上部梁(2)と補助梁(10)の中心軸間の間隔(L)を約250mmとした請求項2記載の建物の遮音床構造。 The sound insulation floor structure of a building according to claim 2, wherein a distance (L) between central axes of the upper beam (2) and the auxiliary beam (10) is about 250 mm. 前記上部梁(2)と補助梁(10)の梁せいを略同じにした請求項2又は3記載の建物の遮音床構造。 The sound insulation floor structure of a building according to claim 2 or 3, wherein the beam of the upper beam (2) and the auxiliary beam (10) are substantially the same. 前記上部梁(2)・・と補助梁(10)・・の上面間に跨って床下地材(11)・・を取り付けるとともに、前記下部梁(3)・・の側面間に跨って天井板(17)を取り付けた請求項2乃至4のいずれかに記載の建物の遮音床構造。 A floor base material (11) is attached across the upper surfaces of the upper beams (2) and auxiliary beams (10), and a ceiling board is straddled between the side surfaces of the lower beams (3). The sound insulation floor structure of a building according to any one of claims 2 to 4, wherein (17) is attached. 前記上部梁(2)・・、下部梁(3)・・及び補助梁(10)・・は、木製の角材からなる請求項2乃至5のいずれかに記載の建物の遮音床構造。 The sound insulation floor structure of a building according to any one of claims 2 to 5, wherein the upper beam (2), the lower beam (3), and the auxiliary beam (10) are made of wooden squares.
JP2006013777A 2006-01-23 2006-01-23 Sound insulating floor structure of building Pending JP2007191989A (en)

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