JP2009197555A - Vibrationproof and soundproof building structure - Google Patents

Vibrationproof and soundproof building structure Download PDF

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JP2009197555A
JP2009197555A JP2008043357A JP2008043357A JP2009197555A JP 2009197555 A JP2009197555 A JP 2009197555A JP 2008043357 A JP2008043357 A JP 2008043357A JP 2008043357 A JP2008043357 A JP 2008043357A JP 2009197555 A JP2009197555 A JP 2009197555A
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peripheral wall
building structure
floor
vibration
base material
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Norihide Arakane
仙英 荒金
Masahiro Nakagawa
雅博 中川
Yoshiaki Kaji
良明 鍜治
Yoshihiro Okada
芳弘 岡田
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Panasonic Electric Works Co Ltd
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Panasonic Electric Works Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a vibrationproof and soundproof building structure capable of preventing vibration and impact from being propagated to lower and upper stories and of reducing a load on a flooring substrate. <P>SOLUTION: A building structure 10 having a peripheral wall 11, the flooring substrate 12 secured to the lower section of the peripheral wall 11, and a ceiling 13 is suspended and supported by a structural skeleton 1 above with a cushion 14 secured to the upper end of the peripheral wall 11 interposed therebetween. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、戸建住宅やアパート、マンションなどの集合住宅などの建築構造物に使用される防振・防音建築構造に関するものである。   The present invention relates to a vibration-proof / sound-proof building structure used for a building structure such as a detached house, an apartment, a condominium such as an apartment.

戸建住宅やマンションなどの複数階建ての建物において、居室内や廊下で、飛び跳ね、走行、歩行、物の落下などによっての床に衝撃が加わると、その振動や衝撃音は建物の構造躯体を通じて下方に伝わるため、直下階の住人が騒音の被害を受ける可能性がある。   In a multi-storey building such as a detached house or a condominium, when an impact is applied to the floor due to jumping, running, walking, falling objects, etc. in a living room or hallway, the vibration and impact sound are transmitted through the structural frame of the building. Since it travels downward, residents on the lower floor may be damaged by noise.

従来では、このような床に発生する衝撃の下階への伝播を抑制するために、床下地材を、弾性材料を介在させた支持脚で支持させて、衝撃を緩和させるようにした建築構造が提案されている。たとえば特許文献1には、床基礎と床材、壁基礎と壁材、および天井基礎と天井材の各隙間に粘弾性材料の充填材を介装させた建物浮き構造が開示されている。   Conventionally, in order to suppress the propagation of the impact generated on the floor to the lower floor, the floor base material is supported by a support leg with an elastic material interposed to reduce the impact. Has been proposed. For example, Patent Document 1 discloses a building floating structure in which a viscoelastic material filler is interposed in a gap between a floor foundation and a flooring material, a wall foundation and a walling material, and a ceiling foundation and a ceiling material.

図5は、従来のこの種の床下地材の支持構造を示した概略縦断面図である。この構造では、床下地材103はゴムなどの弾性材料よりなる複数の支持脚106で支持されており、弾性材料が下階への振動や音を吸収して下階への振動や衝撃音の伝播を防止している。なお、図5のものでは、支持脚106は、床下地材103を構成する床下地板103aの裏面に取り付けた根太103bを支持している。また、図5中、101は上方の構造躯体、102は下方の構造躯体、104は周壁、105aは天井板、105bは天井板に取付固定される野縁、107は野縁105bと上方の構造躯体101を接続するアンカーボルトである。
特許第3981552号公報
FIG. 5 is a schematic longitudinal sectional view showing a conventional support structure for this kind of floor base material. In this structure, the floor base material 103 is supported by a plurality of support legs 106 made of an elastic material such as rubber, and the elastic material absorbs vibrations and sounds to the lower floor and generates vibrations and impact sounds to the lower floor. Propagation is prevented. In FIG. 5, the support legs 106 support the joists 103 b attached to the back surface of the floor base plate 103 a constituting the floor base material 103. In FIG. 5, 101 is an upper structural housing, 102 is a lower structural housing, 104 is a peripheral wall, 105a is a ceiling board, 105b is a field edge attached and fixed to the ceiling board, and 107 is an upper structure with a field edge 105b. An anchor bolt for connecting the casing 101.
Japanese Patent No. 3981552

しかしながら、この種の防音床下地構造は、床下地板103aの剛性を確保するために、床下地板103aを多数の支持脚106で支持させたり、さらに床の壁を支持した箇所で、床下地板103aの沈みを抑えるために下方に設ける支持脚として硬いゴムを使用したりすると、床下地材103aは撓みなどなく形状は安定するが、防振、防音性能が著しく悪化するおそれがある。   However, in this type of soundproof floor foundation structure, in order to ensure the rigidity of the floor foundation plate 103a, the floor foundation plate 103a is supported by a large number of support legs 106, and further the floor wall is supported at a place where the floor foundation plate 103a is supported. If hard rubber is used as a support leg provided below to suppress sinking, the floor base material 103a is stable in shape without being bent, but there is a risk that the vibration and sound insulation performance will be significantly deteriorated.

本発明は、このような事情を考慮して提案されたもので、その目的は、下階および上階への振動、衝撃の伝播を防止でき、かつ床下地材への荷重も低減できる、構造の簡易な防振・防音箱型建築構造を提供することにある。   The present invention has been proposed in consideration of such circumstances, and its purpose is to prevent vibration and impact from propagating to the lower floor and upper floor, and to reduce the load on the floor base material. It is to provide a simple anti-vibration / soundproof box type building structure.

上記目的を達成するために、請求項1に記載の防振・防音建築構造は、周壁と、該周壁の下部に固定した床下地材と、天井とを備えた建築構造体を、周壁の上端に固着した緩衝体を介在させて、上方の構造躯体に懸吊支持させたことを特徴とする。   In order to achieve the above object, the vibration-proof and sound-proof building structure according to claim 1 includes a building structure including a peripheral wall, a floor base material fixed to a lower portion of the peripheral wall, and a ceiling, It is characterized by being suspended and supported by an upper structural frame with a buffer body fixed to the structure interposed therebetween.

請求項2に記載の防振・防音建築構造では、床下地材が周壁で囲まれるように配設されており、周壁は下端部に凹溝が形成され、その凹溝が下方の構造躯体上に設けた凸条部に嵌合されて垂直保持されている。   In the vibration-proof / sound-proof building structure according to claim 2, the floor base material is disposed so as to be surrounded by a peripheral wall, and the peripheral wall is formed with a concave groove at a lower end portion, and the concave groove is on a lower structural frame. Are vertically held by being fitted to the ridges provided on the surface.

請求項3に記載の防振・防音建築構造では、周壁は緩衝手段を介して、下方の構造躯体上に垂直保持されている。   In the vibration-proof / sound-proof building structure according to claim 3, the peripheral wall is vertically held on the lower structural frame via the buffer means.

請求項1に記載の防振・防音建築構造では、周壁と周壁に固定した床下地材と天井とを備えた建築構造体全体が、周壁の上端に固着した緩衝体を介して、上方の構造躯体に懸吊支持された構造となっているため、床下地材を下方の構造躯体とほとんど接触させることなく建築施工することができ、床に発生した振動は、床の下方には固体を通じて伝播されることはなく、下階で騒音が発生するおそれはほとんどない。また、緩衝体を介して懸吊される構造であるため、周壁に伝わる振動は緩衝体で吸収され、上階への振動の伝播も低減できる。さらに、床下地材が吊られる構造であるため、床下地材に対して周壁の荷重がかかることもない。   In the vibration-proof / sound-proof building structure according to claim 1, the entire building structure including the peripheral wall, the floor base material fixed to the peripheral wall, and the ceiling is arranged on the upper structure via a buffer fixed to the upper end of the peripheral wall. Since the structure is suspended and supported by the frame, it is possible to construct the building with almost no contact between the floor base material and the lower structural frame. The vibration generated on the floor propagates through the solid below the floor. There is almost no risk of noise on the lower floor. Moreover, since it is a structure suspended through a buffer, the vibration transmitted to a surrounding wall is absorbed by the buffer, and the propagation of the vibration to an upper floor can also be reduced. Furthermore, since the floor base material is suspended, the load on the peripheral wall is not applied to the floor base material.

請求項2に記載の防振・防音建築構造では、周壁の下端部に設けた凹溝が下方の構造躯体上に形成された凸条部に嵌合されて、周壁が垂直保持される構造となっているため、大きな振動や地震などによる大きな揺れを受けても揺らぐことなく安定して保持される。   In the vibration-proof / sound-proof building structure according to claim 2, a structure in which the groove provided in the lower end portion of the peripheral wall is fitted to the protruding portion formed on the lower structural frame, and the peripheral wall is vertically held; Therefore, even if it receives a large shake due to a large vibration or an earthquake, it is stably held without shaking.

請求項3に記載の防振・防音建築構造では、周壁が緩衝手段を介して下方の構造躯体上に垂直保持される構造であるため、緩衝手段によって、周壁から下方の構造躯体へ伝わる振動を抑えることができ、大きな振動や、地震などによる大きな揺れを吸収することもできる。   In the vibration proof / sound proof building structure according to claim 3, since the peripheral wall is vertically held on the lower structural frame via the buffering means, the vibration transmitted from the peripheral wall to the lower structural frame is absorbed by the buffer means. It can be suppressed and can absorb large vibrations and large shaking caused by earthquakes.

以下に、本発明の実施形態について、添付図面を参照しながら説明する。   Embodiments of the present invention will be described below with reference to the accompanying drawings.

図1は、本発明の実施形態に係る防振・防音建築構造を示した建築構造体の概略縦断面図である。図例ではマンションなどの複数階建ての上層階(第2階以上の階)の居室を示している。図2(a)は同建築構造体の概略平面図、(b)は概略横断面図である。   FIG. 1 is a schematic longitudinal sectional view of a building structure showing a vibration-proof / sound-proof building structure according to an embodiment of the present invention. In the example of the figure, a room on a multi-story upper floor (second floor or higher floor) such as an apartment is shown. FIG. 2A is a schematic plan view of the building structure, and FIG. 2B is a schematic cross-sectional view.

この建築構造体10は、居室空間を仕切る周壁11と、床下地材12と、天井13とを含んで構成されている。   The building structure 10 includes a peripheral wall 11 that partitions a living room space, a floor base material 12, and a ceiling 13.

周壁11は、鉄筋コンクリートなどで製され、上端には緩衝体14としてスプリング14が周設され、それらのスプリング14の上端が、鉄筋コンクリートなどよりなる上方の構造躯体1に固定されている。周壁11の上部では、天井13を取り囲むように固定、保持しており、一方、下部では床下地材12を取り囲むように固定、保持している。このように、建築構造体10は、周壁11の上端に固着したスプリング14を介在させて、上方の構造躯体1に懸吊支持されている。また、周壁11は、下端部11aが保持体(凸条部)15(図3参照)を介して、鉄筋コンクリートなどよりなる下方の構造躯体2に連結されて、垂直保持されている。なお、周壁11の下端部分Xの、下方の構造躯体2への設置構造については、図3において後述する。   The peripheral wall 11 is made of reinforced concrete or the like, and a spring 14 is provided around the upper end as a buffer body 14, and the upper end of the spring 14 is fixed to the upper structural housing 1 made of reinforced concrete or the like. The upper part of the peripheral wall 11 is fixed and held so as to surround the ceiling 13, while the lower part is fixed and held so as to surround the floor base material 12. Thus, the building structure 10 is suspended and supported by the upper structural frame 1 with the spring 14 fixed to the upper end of the peripheral wall 11 interposed therebetween. Further, the peripheral wall 11 is vertically held with a lower end portion 11a connected to a lower structural housing 2 made of reinforced concrete or the like via a holding body (protruding strip portion) 15 (see FIG. 3). The installation structure of the lower end portion X of the peripheral wall 11 on the lower structural housing 2 will be described later with reference to FIG.

スプリング14は、上方の構造躯体1および周壁11に対して、アンカーボルトなどで強固に固定される。図例のものは、周壁11の上端に、500mmピッチでスプリング14を配設している(図2(a)参照)。なお、スプリング14の代わりに、ショックアブソーバーなどの緩衝体を使用してもよい。   The spring 14 is firmly fixed to the upper structural housing 1 and the peripheral wall 11 with an anchor bolt or the like. In the illustrated example, springs 14 are arranged at a pitch of 500 mm on the upper end of the peripheral wall 11 (see FIG. 2A). In place of the spring 14, a shock absorber such as a shock absorber may be used.

天井13は、木質板、石膏ボード、遮音シートなどを貼り合わせてなる天井板13aと、天井板13aの強度(剛性)を保持し、天井板13aの施工を容易にするために天井板13aの上面に取付固定される複数の野縁13bとよりなる。   The ceiling 13 maintains the strength (rigidity) of the ceiling board 13a and a ceiling board 13a formed by bonding a wooden board, a gypsum board, a sound insulation sheet, etc., and the ceiling board 13a It consists of a plurality of field edges 13b attached and fixed to the upper surface.

床下地材12は、木質板、石膏ボード、遮音シートなどを貼り合わせてなる床下地板12aと、床下地板12aの強度(剛性)を保持し、床下地板12aの施工を容易にするために床下地板12aの下面に格子状に取付固定される複数の根太12bとよりなる。   The floor base material 12 is a floor base plate 12a in which a wooden base plate, a gypsum board, a sound insulation sheet and the like are bonded together and the strength (rigidity) of the floor base plate 12a is maintained to facilitate the construction of the floor base plate 12a. It consists of a plurality of joists 12b that are fixedly attached to the lower surface of 12a in a grid pattern.

このような周壁11、床下地材12、天井13などよりなる建築構造体10は、周壁11の上端に取り付けた複数のスプリング14によって、上方の構造躯体1に吊り下げられる構造であるため、図1に示すように、床下地材12は下方の構造躯体2と接触することがなく、床に発生した振動は、床の下方には固体を通じて伝播されることはほとんどなく、下階で騒音が発生するおそれはほとんどない。また、スプリング14を介して懸吊される構造であるため、居室内から周壁11に伝わり上方へ伝播される振動はスプリング14で吸収され、上階への振動の伝播も低減できる。さらに、床下地材12が吊り下げ状態で、かつ周壁11で周縁を固定した構造であるため、床下地材12に対して周壁11の荷重がかかるおそれもない。   Since the building structure 10 composed of the peripheral wall 11, the floor base material 12, the ceiling 13, and the like is a structure that is suspended from the upper structural housing 1 by a plurality of springs 14 attached to the upper end of the peripheral wall 11. As shown in FIG. 1, the floor base material 12 does not come into contact with the lower structural housing 2, and vibration generated in the floor is hardly transmitted through the solid below the floor, and noise is generated in the lower floor. There is little risk of it occurring. Moreover, since it is a structure suspended through the spring 14, the vibration transmitted from the living room to the peripheral wall 11 and propagated upward is absorbed by the spring 14, and the propagation of the vibration to the upper floor can be reduced. Furthermore, since the floor base material 12 is in a suspended state and the periphery is fixed by the peripheral wall 11, there is no possibility that the load of the peripheral wall 11 is applied to the floor base material 12.

また、周壁11を懸吊支持して垂直荷重を支える構造であるため、揺れが少なく安定した支持が実現でき、そのため、その建築構造体10全体も安定的な懸吊支持が維持されるが、さらに、建築構造体10の揺れを少なく安定性を高めるために、下方の構造躯体2にも連結保持された設置構造となっている。   In addition, since it is a structure that supports the vertical load by suspending and supporting the peripheral wall 11, it can realize a stable support with less shaking, and thus the entire building structure 10 is maintained with a stable suspension support. Further, in order to reduce the shaking of the building structure 10 and improve the stability, the installation structure is also connected and held to the lower structural frame 2.

図3は、周壁11の下方の構造躯体2への設置構造を示すもので、図1のX部の概略拡大縦断面図である。   FIG. 3 is a schematic enlarged longitudinal sectional view of a portion X in FIG. 1, showing the installation structure on the structural housing 2 below the peripheral wall 11.

周壁11は、下端部11aの下面に凹溝11bが加工、形成され、この凹溝11bが下方の構造躯体2の上に設けられた凸条部(保持体)15に嵌合されて、垂直保持されており、これによって、大きな振動や地震などによる揺れを受けても、周壁11を安定して垂直保持でき、建築構造体10の揺れを防止することができる。   The peripheral wall 11 is formed by forming a groove 11b on the lower surface of the lower end portion 11a, and the groove 11b is fitted to a protruding portion (holding body) 15 provided on the lower structural housing 2 so as to be vertical. Thus, the peripheral wall 11 can be stably held vertically even when subjected to shaking due to large vibrations or earthquakes, and the building structure 10 can be prevented from shaking.

また、保持体15は、下方の構造躯体2に強固に固着されており、ゴムなどの粘弾性体よりなる緩衝手段17Aで構成されて、周壁11からの振動や音が下方に伝播されにくい構造とすることが望ましい。   Further, the holding body 15 is firmly fixed to the lower structural housing 2 and is constituted by a buffer means 17A made of a viscoelastic body such as rubber, so that vibrations and sounds from the peripheral wall 11 are not easily propagated downward. Is desirable.

図4は、周壁11の下端部11aを保持する緩衝手段の他例を示す部分縦断面図である。   FIG. 4 is a partial longitudinal sectional view showing another example of the buffer means for holding the lower end portion 11 a of the peripheral wall 11.

この緩衝手段17Bは、周壁11の下端部11aに固着された半球18と、その半球18に接触する曲面凹部19aを有し、下方の構造躯体2に固着された保持体19とよりなり、これによって、周壁11を垂直保持させるとともに、制震、免震の建築構造体設置構造を形成している。なお、この保持体19も粘弾性体で構成されることが望ましい。   The buffer means 17B includes a hemisphere 18 fixed to the lower end portion 11a of the peripheral wall 11, and a holding body 19 having a curved concave portion 19a that contacts the hemisphere 18 and fixed to the lower structural housing 2. As a result, the peripheral wall 11 is held vertically, and a vibration control and seismic isolation building structure installation structure is formed. In addition, it is desirable that the holding body 19 is also composed of a viscoelastic body.

以上のような緩衝手段17A、17Bを介して周壁11が垂直保持される構造であるため、周壁11から下方の構造躯体2へ伝わる振動や音を抑えることができる。なお、緩衝手段として、上記の他に、種々のバネや制震テープ、積層ゴムなどが使用できる。   Since the peripheral wall 11 is vertically held through the buffering means 17A and 17B as described above, vibration and sound transmitted from the peripheral wall 11 to the lower structural housing 2 can be suppressed. In addition to the above, various springs, vibration control tapes, laminated rubber, etc. can be used as the buffer means.

以上に説明したように、本建築構造体10は上方の構造躯体1より懸吊支持され、周壁11の下端部11aで垂直保持される構造であるが、床下地材12の強度を保持させるために、支持脚(不図示)を根太12bと下方の構造躯体2との間に介設させて、床下地材12を下方より支持するようにしてもよい。この支持脚にも弾性材を使用することが望ましい。   As described above, the building structure 10 is suspended and supported from the upper structural frame 1 and is vertically held by the lower end portion 11a of the peripheral wall 11. However, in order to maintain the strength of the floor base material 12. In addition, a support leg (not shown) may be interposed between the joist 12b and the lower structural housing 2 to support the floor base material 12 from below. It is desirable to use an elastic material for the support legs.

なお、建築構造体10は懸吊支持されているため、このような支持脚も従来の防音構造の建築構造体のように多数設置する必要はなく、床の面積や床下地材12の剛性に応じて適宜の数の支持脚を設ければよい。   Since the building structure 10 is suspended and supported, it is not necessary to install a large number of such support legs as in the conventional soundproof structure building structure. Accordingly, an appropriate number of support legs may be provided.

本発明の実施形態に係る防振・防音建築構造を示した建築構造体の概略縦断面図である。It is a schematic longitudinal cross-sectional view of the building structure which showed the vibration proof and soundproof building structure which concerns on embodiment of this invention. (a)は同建築構造体の概略平面図、(b)は概略横断面図である。(A) is a schematic plan view of the building structure, and (b) is a schematic cross-sectional view. 図1のX部の概略拡大縦断面図である。It is a general | schematic expanded longitudinal cross-sectional view of the X section of FIG. 周壁の下端部を保持する緩衝手段の他例を示す縦断面図である。It is a longitudinal cross-sectional view which shows the other example of the buffer means holding the lower end part of a surrounding wall. 従来の床下地材の支持構造を示した概略縦断面図である。It is the schematic longitudinal cross-sectional view which showed the support structure of the conventional floor base material.

符号の説明Explanation of symbols

10 建築構造体
11 周壁
11a 下端部
11b 凹溝
12 床下地材
12a 床下地板
12b 根太
13 天井
13a 天井板
13b 野縁
14 緩衝体
15 凸条部
16 アンカーボルト
17A、17B 緩衝手段
1 上方の構造躯体
2 下方の構造躯体
DESCRIPTION OF SYMBOLS 10 Building structure 11 Peripheral wall 11a Lower end part 11b Concave groove 12 Floor base material 12a Floor base plate 12b joist 13 Ceiling 13a Ceiling board 13b Field edge 14 Buffer body 15 Convex part 16 Anchor bolt 17A, 17B Buffer body 1 Upper structure 2 Lower structure

Claims (3)

周壁と、該周壁の下部に固定した床下地材と、天井とを備えた建築構造体を、上記周壁の上端に固着した緩衝体を介在させて、上方の構造躯体に懸吊支持させたことを特徴とする防振・防音建築構造。   A building structure having a peripheral wall, a floor base material fixed to the lower part of the peripheral wall, and a ceiling is suspended and supported by an upper structural frame with a buffer fixed to the upper end of the peripheral wall interposed therebetween. Anti-vibration / soundproof building structure. 請求項1において、
上記床下地材は、上記周壁で囲まれるように配設されており、
上記周壁は、下端部に凹溝が形成され、その凹溝が下方の構造躯体上に設けた凸条部に嵌合されて垂直保持されている、防振・防音建築構造。
In claim 1,
The floor base material is disposed so as to be surrounded by the peripheral wall,
The above-mentioned peripheral wall is a vibration-proof / sound-proof building structure in which a concave groove is formed at a lower end portion, and the concave groove is fitted and held vertically by a convex portion provided on a lower structural frame.
請求項1または2において、
上記周壁は、緩衝手段を介して、下方の構造躯体上に垂直保持されている防振・防音建築構造。
In claim 1 or 2,
The peripheral wall is an anti-vibration / soundproof building structure that is vertically held on a lower structural frame via a buffer means.
JP2008043357A 2008-02-25 2008-02-25 Vibrationproof and soundproof building structure Withdrawn JP2009197555A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008043357A JP2009197555A (en) 2008-02-25 2008-02-25 Vibrationproof and soundproof building structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2008043357A JP2009197555A (en) 2008-02-25 2008-02-25 Vibrationproof and soundproof building structure

Publications (1)

Publication Number Publication Date
JP2009197555A true JP2009197555A (en) 2009-09-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008043357A Withdrawn JP2009197555A (en) 2008-02-25 2008-02-25 Vibrationproof and soundproof building structure

Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103899003A (en) * 2014-04-18 2014-07-02 南阳理工学院 Anti-seismic suspension device of light one-storey house

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103899003A (en) * 2014-04-18 2014-07-02 南阳理工学院 Anti-seismic suspension device of light one-storey house

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