JP2007040093A - Floor structure and floor supporter - Google Patents

Floor structure and floor supporter Download PDF

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JP2007040093A
JP2007040093A JP2006163917A JP2006163917A JP2007040093A JP 2007040093 A JP2007040093 A JP 2007040093A JP 2006163917 A JP2006163917 A JP 2006163917A JP 2006163917 A JP2006163917 A JP 2006163917A JP 2007040093 A JP2007040093 A JP 2007040093A
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floor
elastic member
support
vibration
mass body
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JP4885624B2 (en
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Satoru Akutsu
悟 阿久津
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Bridgestone Corp
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Bridgestone Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a floor structure and a floor supporter capable of achieving satisfactory performance for shutting off floor shock sound and improving construction efficiency. <P>SOLUTION: When vibration is applied to an upper floor member 14, this vibration is transmitted to a cushion pedestal 26 through a panel receiving member 24, a supporting bolt 22, and an intermediate receiving member 20. Consequently, the cushion pedestal 26 is elastically deformed, and a mass body 28 moves vertically so as to absorb the vibration and damp the vibration from the upper floor member 14. The damped vibration is further damped by cushion rubber 18 and is transmitted to a floor slab 12 to shut off floor shock sound satisfactorily. Since it is unnecessary to arrange a vibration control material or a sound insulation material on the whole floor surface in construction as in a conventional case, good construction property is realized. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、支持部材を介して二重床とされた床構造、及び二重床の床材を支持する床支持具に関する。   The present invention relates to a floor structure having a double floor via a support member, and a floor support for supporting a floor material of a double floor.

床構造においては、床衝撃音の遮断性能を向上させるために、支持部材を介して床基盤上から所定の高さに床を設ける二重床構造とする場合がある。このような二重床構造では、例えば、支持部材が床下地パネル、捨張材、仕上材を支持し、捨張材の両面に制振材又は遮音材を配置した状態としている(例えば、特許文献1参照)。   In the floor structure, there is a case where a double floor structure is provided in which a floor is provided at a predetermined height from the floor base via a support member in order to improve the performance of blocking floor impact sound. In such a double-floor structure, for example, the support member supports the floor base panel, the lifting material, and the finishing material, and the damping material or the sound insulating material is disposed on both surfaces of the lifting material (for example, patents). Reference 1).

従来の制振材には、重い材料が用いられているうえに、この従来の床構造では、制振材又は遮音材を床全面に配置することになり、施工性が悪い。
特許第2918907号公報
In addition to the heavy material used for the conventional vibration damping material, the conventional floor structure is arranged with the vibration damping material or the sound insulation material on the entire floor surface, and the workability is poor.
Japanese Patent No. 2918907

本発明は、上記事実を考慮して、床衝撃音の遮断性能が良好で施工性を向上させる床構造及び床支持具を提供することを課題とする。   In view of the above facts, an object of the present invention is to provide a floor structure and a floor support that have a good floor impact sound blocking performance and improve workability.

請求項1に記載する本発明の床構造は、床スラブと、前記床スラブ上に支持され、弾性変形可能であって振動を減衰させる第1弾性部材と、前記第1弾性部材上に支持され、前記床スラブと反対方向へ延びる支持部材と、前記支持部材上に支持され、前記床スラブとの間に間隔をもって配置される床材と、前記第1弾性部材、前記支持部材、又は、前記床材に支持され、弾性変形可能であって振動を減衰させる第2弾性部材と、前記第2弾性部材に支持され、前記第2弾性部材の弾性変形によって変位して振動を減衰させる質量体と、を有することを特徴とする。   The floor structure of the present invention described in claim 1 is supported on a floor slab, a first elastic member that is supported on the floor slab, is elastically deformable and attenuates vibration, and is supported on the first elastic member. , A support member extending in a direction opposite to the floor slab, a floor material supported on the support member and disposed with a space between the floor slab, the first elastic member, the support member, or the A second elastic member that is supported by the floor material and is elastically deformable and attenuates vibration; and a mass body that is supported by the second elastic member and is displaced by elastic deformation of the second elastic member to attenuate vibration. It is characterized by having.

請求項1に記載する本発明の床構造によれば、床材に振動が加わった場合、この振動は、第2弾性部材へ伝わる。これによって、第2弾性部材が弾性変形して質量体が振動を吸収するように上下動することで、床材から床スラブへの振動を減衰する。減衰された振動は、さらに第1弾性部材によって減衰されて床スラブへ伝わるので、床衝撃音が良好に遮断される。また、施工時には、従来のように、制振材又は遮音材を床全面に配置する必要がないので、施工性が良い。   According to the floor structure of the present invention described in claim 1, when vibration is applied to the floor material, the vibration is transmitted to the second elastic member. Thus, the vibration from the floor material to the floor slab is attenuated by the second elastic member moving up and down so that the mass body absorbs vibration by elastic deformation. The damped vibration is further damped by the first elastic member and transmitted to the floor slab, so that the floor impact sound is well cut off. Moreover, since it is not necessary to arrange | position a damping material or a sound-insulation material in the whole floor surface like the past at the time of construction, workability is good.

請求項2に記載する本発明の床構造は、請求項1記載の構成において、前記床スラブがコンクリート製であることを特徴とする。   A floor structure according to a second aspect of the present invention is the structure according to the first aspect, wherein the floor slab is made of concrete.

請求項2に記載する本発明の床構造によれば、床材に加わった振動は、第2弾性部材、質量体、及び、第1弾性部材によって減衰された後にコンクリート製の床スラブへ伝わる。   According to the floor structure of the present invention, the vibration applied to the floor material is transmitted to the concrete floor slab after being attenuated by the second elastic member, the mass body, and the first elastic member.

請求項3に記載する本発明の床構造は、請求項1又は請求項2に記載の構成において、前記支持部材に一体化して設けられて受け面を備えた中間受け部を有し、前記受け面に前記第2弾性部材が配置されることを特徴とする。   A floor structure according to a third aspect of the present invention is the structure according to the first or second aspect, further comprising an intermediate receiving portion provided integrally with the support member and provided with a receiving surface. The second elastic member is disposed on the surface.

請求項3に記載する本発明の床構造によれば、床材に振動が加わった場合、振動は、中間受け部を介して第2弾性部材及び質量体へ伝えられて減衰させられる。施工時には、第2弾性部材を中間受け部の受け面に配置することになるので、施工性が向上する。   According to the floor structure of the present invention described in claim 3, when vibration is applied to the flooring material, the vibration is transmitted to the second elastic member and the mass body via the intermediate receiving portion and is attenuated. At the time of construction, since the second elastic member is disposed on the receiving surface of the intermediate receiving portion, the workability is improved.

請求項4に記載する本発明の床構造は、請求項1又は請求項2に記載の構成において、前記床材の前記床スラブ側に凹部が形成され、前記凹部内に配置されると共に前記支持部材の上部に一体化して設けられて前記支持部材の上方で前記床材を支持する床受け部を有し、前記床受け部が前記凹部内に収容空間を備えて前記収容空間に前記質量体が配置されることを特徴とする。   A floor structure according to a fourth aspect of the present invention is the structure according to the first or second aspect, wherein a concave portion is formed on the floor slab side of the floor material, and the floor structure is disposed in the concave portion and the support. A floor receiving portion that is provided integrally with an upper portion of the member and supports the floor material above the support member, the floor receiving portion including an accommodation space in the recess, and the mass body in the accommodation space; Is arranged.

請求項4に記載する本発明の床構造によれば、質量体が収容空間に配置されるので、床材下方のスペースを大きく確保することができる。   According to the floor structure of the present invention described in claim 4, since the mass body is disposed in the accommodation space, a large space below the flooring can be secured.

請求項5に記載する本発明の床構造は、請求項1から4のいずれか一項に記載の構成において、前記第2弾性部材及び前記質量体に挿入孔が形成され、前記挿入孔に前記支持部材が挿入されることを特徴とする。   According to a fifth aspect of the present invention, in the floor structure according to the first aspect, an insertion hole is formed in the second elastic member and the mass body, and the insertion hole has the insertion hole. A support member is inserted.

請求項5に記載する本発明の床構造によれば、床材に振動が加わった場合、支持部材に沿って第2弾性部材が弾性変形して質量体が移動し、振動を減衰する。   According to the floor structure of the present invention described in claim 5, when vibration is applied to the flooring material, the second elastic member is elastically deformed along the support member, the mass body is moved, and the vibration is attenuated.

請求項6に記載する本発明の床構造は、請求項1から5のいずれか一項に記載の構成において、前記第2弾性部材は、配置された位置に固着されると共に前記質量体が固着されることを特徴とする。   The floor structure according to a sixth aspect of the present invention is the structure according to any one of the first to fifth aspects, wherein the second elastic member is fixed at a position where the second elastic member is disposed and the mass body is fixed. It is characterized by being.

請求項6に記載する本発明の床構造によれば、床材に振動が加わった場合、第2弾性体は、配置された位置に固着された状態で弾性変形し、また、質量体は、第2弾性部材に固着された状態で移動し、これによって、振動を減衰する。   According to the floor structure of the present invention described in claim 6, when vibration is applied to the flooring material, the second elastic body is elastically deformed in a state of being fixed to the arranged position, and the mass body is It moves while being fixed to the second elastic member, thereby damping the vibration.

請求項7に記載する本発明の床構造は、請求項1から6のいずれか一項に記載の構成において、前記質量体が前記第2弾性部材を介して複数の前記第1弾性部材又は前記支持部材に支持されることを特徴とする。   The floor structure according to a seventh aspect of the present invention is the structure according to any one of the first to sixth aspects, wherein the mass body includes a plurality of the first elastic members or the plurality of the first elastic members via the second elastic members. It is supported by a support member.

請求項7に記載する本発明の床構造によれば、床材に振動が加わった場合、振動が第1弾性部材又は支持部材を介して第2弾性部材に伝わり、第2弾性部材が弾性変形することによって質量体が振動を吸収するように上下動する。質量体の上下動は、第2弾性部材を介して複数の第1弾性部材又は支持部材に伝わる。   According to the floor structure of the present invention described in claim 7, when vibration is applied to the flooring material, the vibration is transmitted to the second elastic member via the first elastic member or the support member, and the second elastic member is elastically deformed. By doing so, the mass body moves up and down to absorb vibration. The vertical movement of the mass body is transmitted to the plurality of first elastic members or support members via the second elastic member.

請求項8に記載する本発明の床支持具は、床スラブ上に配置され、弾性変形可能であって振動を減衰させる第1弾性部材と、前記第1弾性部材上に支持され、前記第1弾性部材と反対側へ延びて床材を支持する支持部材と、前記第1弾性部材又は前記支持部材に支持され、弾性変形可能であって振動を減衰させる第2弾性部材と、前記第2弾性部材に支持され、前記第2弾性部材の弾性変形によって変位して振動を減衰させる質量体と、を有することを特徴とする。   The floor support of the present invention according to claim 8 is disposed on the floor slab, is elastically deformable and damps vibrations, and is supported on the first elastic member. A support member that extends to the opposite side of the elastic member and supports the flooring; a second elastic member that is supported by the first elastic member or the support member and is elastically deformable and damps vibration; and the second elasticity And a mass body that is supported by the member and is displaced by elastic deformation of the second elastic member to attenuate the vibration.

請求項8に記載する本発明の床支持具によれば、床スラブ上に配置して床材を支持させた場合、床材に加わった振動は、第2弾性部材へ伝わる。これによって、第2弾性部材が弾性変形して質量体が振動を吸収するように上下動することで、床材から床スラブへの振動を減衰する。減衰された振動は、さらに第1弾性部材によって減衰されて床スラブへ伝わるので、床衝撃音が良好に遮断される。また、施工時には、従来のように、制振材又は遮音材を床全面に配置する必要がないので、施工性が良い。   According to the floor support tool of the present invention described in claim 8, when the floor material is arranged on the floor slab to support the floor material, the vibration applied to the floor material is transmitted to the second elastic member. Thus, the vibration from the floor material to the floor slab is attenuated by the second elastic member moving up and down so that the mass body absorbs vibration by elastic deformation. The damped vibration is further damped by the first elastic member and transmitted to the floor slab, so that the floor impact sound is well cut off. Moreover, since it is not necessary to arrange | position a damping material or a sound-insulation material in the whole floor surface like the past at the time of construction, workability is good.

以上説明したように、本発明の床構造及び床支持具によれば、床衝撃音の遮断性能が良好で施工性を向上させることができるという優れた効果を有する。   As described above, according to the floor structure and the floor support of the present invention, the floor impact sound blocking performance is good and the workability can be improved.

本発明における床構造及び床構造に適用される床支持具の第1の実施形態を図面に基づき説明する。なお、図中の矢印UPは床構造における上方向を示す。
(第1実施形態の構成)
図1に示される床構造10は、主に集合住宅に用いられる二重床(乾式遮音二重床)の構造であり、上階で発せられて階下に伝播する床衝撃音(歩行音、物の落下音、子供の飛び跳ね等)を低減させるための構造である。
1st Embodiment of the floor support applied to the floor structure in this invention and a floor structure is described based on drawing. In addition, arrow UP in a figure shows the upward direction in a floor structure.
(Configuration of the first embodiment)
A floor structure 10 shown in FIG. 1 is a double floor (dry sound insulation double floor) structure mainly used in an apartment house, and a floor impact sound (walking sound, object) that is emitted from the upper floor and propagates downward. This is a structure for reducing falling sounds of children, jumping of children, and the like.

床構造10は、躯体床となるコンクリート製の床スラブ12と上床材14との間に、所定の間隔で複数本並べられた床支持具16を介在させており、床支持具16の介在によって床スラブ12と上床材14との間に空間を形成して遮音効果を得る状態としている。   In the floor structure 10, a plurality of floor support tools 16 arranged at a predetermined interval are interposed between a concrete floor slab 12 and an upper floor material 14 to be a frame floor. A space is formed between the floor slab 12 and the upper flooring 14 to obtain a sound insulation effect.

なお、本実施形態の上床材14は、下地パネル14Aを備えると共に、下地パネル14A上に捨張材14Bを設け、さらに捨張材14B上に仕上げ材14Cを設けた積層構造となっている。ここで、仕上げ材14Cを除いた上床材14(下地パネル14A及び捨張材14B)、及び、床支持具16が床下地材である。   Note that the upper flooring 14 of the present embodiment has a laminated structure in which a base panel 14A is provided, a scraping material 14B is provided on the base panel 14A, and a finishing material 14C is further provided on the stripping material 14B. Here, the upper floor material 14 (the ground panel 14A and the stripping material 14B) excluding the finishing material 14C and the floor support 16 are the floor ground materials.

図2に示されるように、床支持具16は、床スラブ12上に配置される第1弾性部材としてのクッションゴム18を備える。クッションゴム18は、円筒状とされており、上床材14からの振動を減衰させるために、床スラブ12上に支持されるものであり、弾性変形可能とされる。   As shown in FIG. 2, the floor support 16 includes a cushion rubber 18 as a first elastic member disposed on the floor slab 12. The cushion rubber 18 has a cylindrical shape, and is supported on the floor slab 12 in order to attenuate the vibration from the upper floor material 14, and can be elastically deformed.

クッションゴム18上には、中間受け部としての中間受け部材20を介して支持ボルト22が直立状態で支持されている。中間受け部材20は、円筒状とされて中間部にフランジ部20Aを備え、円筒部の一方側がクッションゴム18の筒内側に挿入されると共にフランジ部20Aの下面(クッションゴム18側へ向けられた面)がクッションゴム18の上面(床スラブ12側の面と反対側の面)に固着されている。中間受け部材20の円筒部内周面には、雌ネジ部20Bが形成され、この雌ネジ部20Bには、支持ボルト22の軸部に形成された雄ネジ部22Aが螺合される。これにより、中間受け部材20が支持ボルト22に一体化される。   On the cushion rubber 18, a support bolt 22 is supported in an upright state via an intermediate receiving member 20 as an intermediate receiving portion. The intermediate receiving member 20 has a cylindrical shape and is provided with a flange portion 20A in the intermediate portion. One side of the cylindrical portion is inserted into the cylinder inside of the cushion rubber 18 and is directed to the lower surface of the flange portion 20A (to the cushion rubber 18 side). Surface) is fixed to the upper surface of the cushion rubber 18 (the surface opposite to the surface on the floor slab 12 side). A female screw portion 20B is formed on the inner peripheral surface of the cylindrical portion of the intermediate receiving member 20, and a male screw portion 22A formed on the shaft portion of the support bolt 22 is screwed into the female screw portion 20B. Thereby, the intermediate receiving member 20 is integrated with the support bolt 22.

支持ボルト22は、クッションゴム18と反対側、すなわち、床スラブ12と反対方向へ延びて、パネル受け部材24を介して上床材14を支持するようになっている。パネル受け部材24は、円筒状とされて一方開口部から外側へ向けて突き出した鍔部24Aを備える。パネル受け部材24の円筒部24Bは、下地パネル14Aの貫通孔114A内に挿入されて固着され、鍔部24Aの上面(上床材14側へ向けられた面)が下地パネル14Aの下面(床スラブ12と対向する側の面)に固着される。パネル受け部材24の円筒部内周面には、雌ネジ部24Cが形成され、この雌ネジ部24Cには、支持ボルト22の軸部に形成された雄ネジ部22Bが螺合される。これらにより、上床材14は、床スラブ12との間に間隔をもって配置される。   The support bolt 22 extends in the opposite direction to the cushion rubber 18, that is, in the direction opposite to the floor slab 12, and supports the upper floor material 14 via the panel receiving member 24. The panel receiving member 24 includes a flange portion 24A that is cylindrical and protrudes outward from one opening portion. The cylindrical portion 24B of the panel receiving member 24 is inserted and fixed in the through hole 114A of the base panel 14A, and the upper surface (surface directed toward the upper flooring 14) of the flange portion 24A is the lower surface (floor slab) of the base panel 14A. 12). A female screw portion 24C is formed on the inner peripheral surface of the cylindrical portion of the panel receiving member 24, and a male screw portion 22B formed on the shaft portion of the support bolt 22 is screwed into the female screw portion 24C. Thus, the upper flooring 14 is disposed with a space between the floor slab 12.

支持ボルト22の先端部には、マイナスドライバを差し込むための凹部(図示省略)が形成されており、上床材14の下地パネル14Aに捨張材14B、仕上げ材14Cが載せられる前の状態において、マイナスドライバを支持ボルト22の凹部(図示省略)に差し込んで支持ボルト22を回転させることによって、床スラブ12からの下地パネル14Aの高さを調節することができるようになっている。   A concave portion (not shown) for inserting a flat-blade screwdriver is formed at the tip of the support bolt 22, and in a state before the stripping material 14B and the finishing material 14C are placed on the base panel 14A of the upper floor material 14, The height of the foundation panel 14A from the floor slab 12 can be adjusted by inserting a flathead screwdriver into a recess (not shown) of the support bolt 22 and rotating the support bolt 22.

中間受け部材20のフランジ部20Aの上面である受け面20Cには、第2弾性部材としてのクッション台座26が配置されており、クッション台座26の下面が受け面20Cに接着剤等によって固着されている。クッション台座26は、円筒状とされて中央に挿入孔26Aが形成されており、この挿入孔26Aに支持ボルト22が挿入された状態となっている。クッション台座26は、上床材14からの振動を減衰させるために、中間受け部材20を介して支持ボルト22に支持されるものであり、軟質ゴムで構成されて弾性変形可能とされる。   A cushion base 26 as a second elastic member is disposed on the receiving surface 20C, which is the upper surface of the flange portion 20A of the intermediate receiving member 20, and the lower surface of the cushion base 26 is fixed to the receiving surface 20C with an adhesive or the like. Yes. The cushion pedestal 26 is cylindrical and has an insertion hole 26A formed in the center, and the support bolt 22 is inserted into the insertion hole 26A. The cushion pedestal 26 is supported by the support bolt 22 via the intermediate receiving member 20 in order to attenuate the vibration from the upper flooring 14, and is made of soft rubber and can be elastically deformed.

クッション台座26の上面には、質量体28が接着剤等によって固着されており、中間受け部材20、クッション台座26及び質量体28は、一体化している。また、質量体28によって、クッション台座26には圧縮方向の荷重が作用している。質量体28は、円筒状とされて中央に挿入孔28Aが形成されており、この挿入孔28Aに支持ボルト22が挿入された状態となっている。質量体28は、クッション台座26に支持されることでクッション台座26の弾性変形によって変位して上床材14からの振動を減衰させるようになっている。   A mass body 28 is fixed to the upper surface of the cushion base 26 with an adhesive or the like, and the intermediate receiving member 20, the cushion base 26, and the mass body 28 are integrated. Further, the mass body 28 applies a load in the compression direction to the cushion base 26. The mass body 28 has a cylindrical shape, and an insertion hole 28A is formed at the center. The support bolt 22 is inserted into the insertion hole 28A. The mass body 28 is supported by the cushion pedestal 26 so as to be displaced by elastic deformation of the cushion pedestal 26 to attenuate the vibration from the upper flooring 14.

これにより、クッション台座26及び質量体28は、上床材14から床スラブ12への振動に対して動吸振器として機能する。図3には、動吸振器を有する振動系モデル図が示されている。図中の主系は、基本床構造(本実施形態のクッション台座26及び質量体28を除いた構造)に対応し、主系のバネ(K)は、基本床構造の弾性体(本実施形態ではクッションゴム18)、主系の抵抗(C)は、基本床構造の弾性体(本実施形態ではクッションゴム18)、主系の質量(M)は、基本床構造の質量にそれぞれ対応する。また、補助系のバネ(k)は、動吸振器のバネ(本実施形態では、クッション台座26)、補助系の抵抗(c)は、動吸振器の抵抗(本実施形態では、クッション台座26)、補助系の質量(m)は、動吸振器の質量にそれぞれ対応する。このように、本実施形態の床構造10では、全体として2自由度振動系となっている。
(第1実施形態の施工手順)
次に、図2に示される床支持具16を用いて二重床の床構造10を構成する際の施工手順について説明する。
Thereby, the cushion base 26 and the mass body 28 function as a dynamic vibration absorber with respect to the vibration from the upper floor material 14 to the floor slab 12. FIG. 3 shows a vibration system model diagram having a dynamic vibration absorber. The main system in the figure corresponds to the basic floor structure (the structure excluding the cushion pedestal 26 and the mass body 28 of the present embodiment), and the main system spring (K) is the elastic body (the present embodiment) of the basic floor structure. Then, the cushion rubber 18), the resistance (C) of the main system corresponds to the elastic body (cushion rubber 18 in the present embodiment) of the basic floor structure, and the mass (M) of the main system corresponds to the mass of the basic floor structure. The auxiliary system spring (k) is a dynamic vibration absorber spring (in this embodiment, the cushion pedestal 26), and the auxiliary system resistance (c) is a dynamic vibration absorber resistance (in this embodiment, the cushion pedestal 26). ) And the mass (m) of the auxiliary system respectively correspond to the mass of the dynamic vibration absorber. Thus, the floor structure 10 of the present embodiment is a two-degree-of-freedom vibration system as a whole.
(Construction procedure of the first embodiment)
Next, a construction procedure for constructing the double floor structure 10 using the floor support 16 shown in FIG. 2 will be described.

まず、一体化されたクッションゴム18、中間受け部材20、クッション台座26及び質量体28を、クッションゴム18を下にして床スラブ12上に設置する。   First, the integrated cushion rubber 18, intermediate receiving member 20, cushion pedestal 26 and mass body 28 are placed on the floor slab 12 with the cushion rubber 18 facing down.

次に、質量体28の挿入孔28A及びクッション台座26の挿入孔26Aに支持ボルト22を上方から挿入し、支持ボルト22の雄ネジ部22Aを中間受け部材20の雌ネジ部20Bに螺合させて取り付け、直立させる。次に、支持ボルト22の雄ネジ部22Bにパネル受け部材24の雌ネジ部24Cを螺合させる。   Next, the support bolt 22 is inserted into the insertion hole 28 </ b> A of the mass body 28 and the insertion hole 26 </ b> A of the cushion base 26 from above, and the male screw portion 22 </ b> A of the support bolt 22 is screwed into the female screw portion 20 </ b> B of the intermediate receiving member 20. And install it upright. Next, the female screw portion 24C of the panel receiving member 24 is screwed into the male screw portion 22B of the support bolt 22.

次に、パネル受け部材24の鍔部24A上に下地パネル14Aを敷設してパネル受け部材24に下地パネル14Aを固着する。ここで、マイナスドライバを支持ボルト22の凹部(図示省略)に差し込んで支持ボルト22を回転させることによって、床スラブ12からの下地パネル14Aの高さを調節する。   Next, the base panel 14 </ b> A is laid on the flange 24 </ b> A of the panel receiving member 24, and the base panel 14 </ b> A is fixed to the panel receiving member 24. Here, the height of the base panel 14 </ b> A from the floor slab 12 is adjusted by inserting a flathead screwdriver into a recess (not shown) of the support bolt 22 and rotating the support bolt 22.

次に、下地パネル14A上に捨張材14Bが敷設され、捨張材14B上に仕上げ材14Cが敷設される。以上によって、二重床の床構造10が構成される。   Next, the stripping material 14B is laid on the base panel 14A, and the finishing material 14C is laid on the stripping material 14B. The double floor structure 10 is configured as described above.

このように、施工時には、従来のように、制振材又は遮音材を床全面に配置する必要がないので、施工性が良く、また、軽量で安価な床構造10とすることができる。
(第1実施形態の作用)
次に、上記の実施形態の作用を説明する。
Thus, since it is not necessary to arrange a vibration damping material or a sound insulation material on the entire floor surface as in the prior art, it is possible to obtain a floor structure 10 that is easy to construct and is lightweight and inexpensive.
(Operation of the first embodiment)
Next, the operation of the above embodiment will be described.

上階で発せられた床衝撃音(例えば、歩行音等)の振動は、上床材14からパネル受け部材24、支持ボルト22、及び、中間受け部材20を介してクッション台座26へ伝わる。これによって、クッション台座26が弾性変形し、質量体28が振動を吸収するように上下動することで、振動を減衰する。   The vibration of floor impact sound (for example, walking sound) generated on the upper floor is transmitted from the upper floor material 14 to the cushion base 26 via the panel receiving member 24, the support bolt 22, and the intermediate receiving member 20. As a result, the cushion base 26 is elastically deformed, and the mass body 28 moves up and down so as to absorb the vibration, thereby attenuating the vibration.

ここで、クッション台座26は、支持ボルト22を囲んで配置されているため、支持ボルト22に沿って弾性変形することになり、また、質量体28も支持ボルト22を囲んで配置されているため、支持ボルト22に沿って移動することになるので、動吸振の作用が安定する。   Here, since the cushion base 26 is disposed around the support bolt 22, the cushion base 26 is elastically deformed along the support bolt 22, and the mass body 28 is also disposed around the support bolt 22. Since it moves along the support bolt 22, the action of dynamic vibration absorption is stabilized.

また、中間受け部材20にクッション台座26が固着され、クッション台座26に質量体28が固着されているので、例えば、振動によって質量体28がクッション台座26から浮く等のような無駄な移動を抑えられ、また、質量体28の移動を振動周期に追従させ易くなるので、動吸振効果を高めることができる。   Further, since the cushion base 26 is fixed to the intermediate receiving member 20, and the mass body 28 is fixed to the cushion base 26, for example, unnecessary movement such as the mass body 28 floating from the cushion base 26 due to vibration is suppressed. In addition, since the movement of the mass body 28 can easily follow the vibration cycle, the dynamic vibration absorption effect can be enhanced.

減衰された振動は、さらにクッションゴム18によって減衰されて床スラブ12へ伝わる。このため、床衝撃音が良好に遮断される。
(試験例)
上記実施形態の作用を確認するために、以下に示す実施例に係る床構造(以下、単に実施例という)と3種類の比較例に係る床構造(以下、これらを比較例1、比較例2、比較例3という。)との比較試験を行った。
The damped vibration is further damped by the cushion rubber 18 and transmitted to the floor slab 12. For this reason, a floor impact sound is interrupted | blocked favorably.
(Test example)
In order to confirm the operation of the above embodiment, floor structures according to the following examples (hereinafter simply referred to as examples) and floor structures according to three types of comparative examples (hereinafter referred to as Comparative Example 1 and Comparative Example 2). And Comparative Example 3)).

実施例は、上記実施形態と同様の構成のものを対象とした。一方、比較例1はコンクリート床(スラブ素面)を対象とし、比較例2は、実施例からクッション台座及び質量体を除いた二重床構造を対象とし、比較例3は、比較例2の二重床構造に従来の制振材(8mm)を床全面に配置したものを対象とした。なお、実施例におけるクッション台座及び質量体の合計重量は、比較例3における制振材の重量の約半分の重量である。   The examples are for the same configuration as the above embodiment. On the other hand, Comparative Example 1 targets a concrete floor (slab surface), Comparative Example 2 targets a double floor structure in which the cushion pedestal and the mass body are removed from the Examples, and Comparative Example 3 is a comparative example 2-2. The target was a heavy floor structure in which a conventional damping material (8 mm) was arranged on the entire floor. The total weight of the cushion pedestal and the mass body in the example is about half the weight of the damping material in Comparative Example 3.

以上を対象として、JIS A1418、1419に準じて測定評価をした。実施例、及び、比較例1〜比較例3における衝撃音に対する重量床衝撃音レベルの結果を図4に示す。また、実施例を比較例2と比較した場合における重量床衝撃音レベルの改善量を表1に示す。   Measurement evaluation was performed according to JIS A1418 and 1419 for the above. FIG. 4 shows the results of the weight floor impact sound level with respect to the impact sound in the example and Comparative Examples 1 to 3. Table 1 shows the amount of improvement in the heavy floor impact sound level when the example is compared with the comparative example 2.

Figure 2007040093
図4及び表1に示されるように、実施例は、比較例1及び比較例2に比べて重量床衝撃音レベルが大幅に改善されていることが分かった。また、図4に示されるように、施工時に手間のかかる比較例3と比較しても、ほぼ同程度の遮断性能であることが分かった。
Figure 2007040093
As shown in FIG. 4 and Table 1, it was found that the weight floor impact sound level in the example was significantly improved as compared with Comparative Example 1 and Comparative Example 2. Moreover, as FIG. 4 showed, it turned out that it is the interruption | blocking performance of a substantially comparable level also compared with the comparative example 3 which requires time at the time of construction.

(第2実施形態)
次に、床構造及び床構造に適用される床支持具の第2の実施形態を図5に基づき説明する。図5に示されるように、支持ボルト22の上部には、パネル受座30が取り付けられている。パネル受座30は、隣り合って並設される下地パネル14Aのコーナ部14Zを共通に支持する。なお、他の構成については、第1の実施形態と同様の構成であるので、同一符号を付して説明を省略する。
(Second Embodiment)
Next, a floor structure and a second embodiment of a floor support applied to the floor structure will be described with reference to FIG. As shown in FIG. 5, a panel seat 30 is attached to the upper portion of the support bolt 22. The panel seat 30 supports in common the corner portion 14Z of the base panel 14A that are arranged next to each other. Since the other configurations are the same as those in the first embodiment, the same reference numerals are given and description thereof is omitted.

(第3実施形態)
次に、床構造及び床構造に適用される床支持具の第3の実施形態を図6に基づき説明する。第3の実施形態は、クッション台座26及び質量体28が支持ボルト22の上部に連結される点が特徴であり、他の構成については、第1の実施形態とほぼ同様の構成であるので、同一符号を付して説明を省略する。
(Third embodiment)
Next, a third embodiment of a floor structure and a floor support applied to the floor structure will be described with reference to FIG. The third embodiment is characterized in that the cushion pedestal 26 and the mass body 28 are connected to the upper part of the support bolt 22, and the other configurations are substantially the same as those in the first embodiment. The same reference numerals are given and the description is omitted.

図6に示されるように、上床材14の床スラブ12側に凹部14Sが形成される。この凹部14Sは、下地パネル14Aの貫通孔114Aが捨張材14Bによって上方開口部が塞がれて形成されたものである。ここで、下地パネル14Aの貫通孔114Aは、第1実施形態における貫通孔114Aに比べて径が大きい。   As shown in FIG. 6, a recess 14 </ b> S is formed on the floor slab 12 side of the upper flooring 14. The concave portion 14S is formed by closing the upper opening of the through hole 114A of the base panel 14A with the stripping material 14B. Here, the diameter of the through hole 114A of the base panel 14A is larger than that of the through hole 114A in the first embodiment.

凹部14S内には、支持ボルト22の上部に一体化して設けられた床受け部としての上床受け部材32が配置される。上床受け部材32は、図6の上部に底部32Aが形成された円筒箱状とされ、中央の小径筒状突出部の雌ネジ部32Bに支持ボルト22の上部の雄ネジ部22Bが螺合されると共に、底部32Aが支持ボルト22の上方で上床材14を支持する。上床受け部材32は、凹部14S内に収容空間を備えており、この収容空間に質量体28の一部が配置される。   An upper floor receiving member 32 as a floor receiving portion provided integrally with the upper portion of the support bolt 22 is disposed in the recess 14S. The upper floor receiving member 32 has a cylindrical box shape with a bottom portion 32A formed in the upper portion of FIG. 6, and the male screw portion 22B above the support bolt 22 is screwed into the female screw portion 32B of the small-diameter cylindrical protrusion at the center. In addition, the bottom 32A supports the upper flooring 14 above the support bolts 22. The upper floor receiving member 32 includes an accommodation space in the recess 14S, and a part of the mass body 28 is disposed in the accommodation space.

上床受け部材32は、図6の下部開口縁部が径方向内向きに形成された第1台座保持部32Cとされると共に、中央の小径筒状突出部の先端部が径方向の外向きに形成された第2台座保持部32Dとされており、これらの第1、第2台座保持部32C、32Dによってクッション台座26が保持されている。これにより、クッション台座26に固着された質量体28は、上床受け部材32の内側に配置されている。   The upper floor receiving member 32 is the first pedestal holding portion 32C in which the lower opening edge of FIG. 6 is formed inward in the radial direction, and the tip end portion of the central small-diameter cylindrical protrusion is outward in the radial direction. The second pedestal holding portion 32D is formed, and the cushion pedestal 26 is held by the first and second pedestal holding portions 32C and 32D. Accordingly, the mass body 28 fixed to the cushion base 26 is disposed inside the upper floor receiving member 32.

このように、質量体28が収容空間に配置されることで、上床材14の下方のスペースを大きく確保することができ、床下配線等の自由度が増す。   Thus, by arranging the mass body 28 in the accommodation space, a large space below the upper flooring 14 can be secured, and the degree of freedom of underfloor wiring and the like is increased.

(第4実施形態)
次に、床構造及び床構造に適用される床支持具の第4の実施形態を図7に基づき説明する。第4の実施形態は、各質量体28が複数の支持ボルト22に支持される点が特徴であり、他の構成については、第1、第2の実施形態とほぼ同様の構成であるので、同一符号を付して説明を省略する。なお、中間受け部としての中間受け部材34は、以下に説明する点を除いて第1の実施形態で説明した図2に示される中間受け部材20と同様の構成である。
(Fourth embodiment)
Next, a fourth embodiment of a floor structure and a floor support applied to the floor structure will be described with reference to FIG. The fourth embodiment is characterized in that each mass body 28 is supported by a plurality of support bolts 22, and the other configurations are substantially the same as the configurations of the first and second embodiments. The same reference numerals are given and the description is omitted. The intermediate receiving member 34 as an intermediate receiving portion has the same configuration as the intermediate receiving member 20 shown in FIG. 2 described in the first embodiment except for the points described below.

図7に示されるように、中間受け部材34は、クッションゴム18の上面に沿ったフランジ部34Aの先端部分からクッションゴム18の側部にほぼ沿って下方へ延びる筒部34Bを備えると共に、筒部34Bの先端部分から外側へ向かって鍔状に延びる受け部34Cを備える。受け部34Cと床スラブ12との間には、振動時に受け部34Cが床スラブ12に触れない程度の間隔が設けられている。受け部34Cの上面は、クッション台座26を配置するための受け面とされており、クッション台座26が接着剤等によって固着されている。   As shown in FIG. 7, the intermediate receiving member 34 includes a cylindrical portion 34 </ b> B that extends downward along the side portion of the cushion rubber 18 from the tip portion of the flange portion 34 </ b> A along the upper surface of the cushion rubber 18. A receiving portion 34C extending in a bowl shape from the tip portion of the portion 34B to the outside is provided. A space is provided between the receiving portion 34C and the floor slab 12 so that the receiving portion 34C does not touch the floor slab 12 during vibration. The upper surface of the receiving portion 34C is a receiving surface for placing the cushion pedestal 26, and the cushion pedestal 26 is fixed by an adhesive or the like.

各質量体28は、これらの複数のクッション台座26上に接着剤等によって固着されており、クッション台座26、中間受け部材34を介して複数の支持ボルト22に支持される。これにより、振動時における質量体28の移動は、クッション台座26、中間受け部材34を介して複数の支持ボルト22に分散して伝わることになり、振動が吸収され易くなる。   Each mass body 28 is fixed to the plurality of cushion bases 26 by an adhesive or the like, and is supported by the plurality of support bolts 22 via the cushion base 26 and the intermediate receiving member 34. Thereby, the movement of the mass body 28 at the time of vibration is distributed and transmitted to the plurality of support bolts 22 via the cushion base 26 and the intermediate receiving member 34, and the vibration is easily absorbed.

なお、質量体28が、複数の支持ボルト22を介することなく複数のクッションゴム18に支持される構成としてもよい。   The mass body 28 may be supported by the plurality of cushion rubbers 18 without using the plurality of support bolts 22.

(第5実施形態)
次に、床構造及び床構造に適用される床支持具の第5の実施形態を図8に基づき説明する。第4の実施形態では、各質量体28が複数の支持ボルト22の下部に支持される場合について説明したが、第5の実施形態は、各質量体28が複数の支持ボルト22の上部に支持される点が特徴である。なお、第1〜第4の実施形態と同様の構成部分については、同一符号を付して説明を省略する。
(Fifth embodiment)
Next, a fifth embodiment of a floor structure and a floor support applied to the floor structure will be described with reference to FIG. In the fourth embodiment, the case where each mass body 28 is supported by the lower portions of the plurality of support bolts 22 has been described. In the fifth embodiment, each mass body 28 is supported by the upper portions of the plurality of support bolts 22. It is a feature that is done. In addition, about the component similar to 1st-4th embodiment, the same code | symbol is attached | subjected and description is abbreviate | omitted.

図8に示されるように、支持ボルト22の上部には、パネル受座30の下方に中間受け部としての中間受け部材36が取り付けられている。中間受け部材36の上面は、中央付近がパネル受座30に接すると共に、端部付近がクッション台座26を配置させるための受け面とされており、クッション台座26が接着剤等によって固着されている。   As shown in FIG. 8, an intermediate receiving member 36 as an intermediate receiving portion is attached to the upper portion of the support bolt 22 below the panel receiving seat 30. In the upper surface of the intermediate receiving member 36, the vicinity of the center is in contact with the panel seat 30, and the vicinity of the end is a receiving surface for placing the cushion base 26. The cushion base 26 is fixed by an adhesive or the like. .

各質量体28は、これらの複数のクッション台座26上に接着剤等によって固着されており、クッション台座26、中間受け部材36を介して複数の支持ボルト22に支持される。これにより、振動時における質量体28の移動は、クッション台座26、中間受け部材36を介して複数の支持ボルト22に分散して伝わることになり、振動が吸収され易くなる。   Each mass body 28 is fixed to the plurality of cushion bases 26 with an adhesive or the like, and is supported by the plurality of support bolts 22 via the cushion base 26 and the intermediate receiving member 36. Thereby, the movement of the mass body 28 at the time of vibration is distributed and transmitted to the plurality of support bolts 22 via the cushion pedestal 26 and the intermediate receiving member 36, and the vibration is easily absorbed.

(第6実施形態)
次に、床構造及び床構造に適用される床支持具の第6の実施形態を図9〜図11に基づき説明する。なお、第1〜第5の実施形態と同様の構成部分については、同一符号を付して説明を省略する。
(Sixth embodiment)
Next, a sixth embodiment of a floor structure and a floor support applied to the floor structure will be described with reference to FIGS. In addition, about the component similar to 1st-5th embodiment, the same code | symbol is attached | subjected and description is abbreviate | omitted.

図10に示されるように、クッションゴム18に嵌め込まれた中間受け部材20には、クッション台座26が加硫接着されている。クッション台座26は、設置状態での上部が薄肉筒状で上方へ突出した突出部26Cとされている。突出部26Cの内径は、クッション台座26の下部における内径と同様となっている。突出部26Cの外周には、筒状の取付金具38が配置されている。取付金具38は、設置状態における下部に、径方向外側へ延びるフランジ部38Aを備え、このフランジ部38Aがクッション台座26の上向き面26Dの上に配置されている。クッション台座26の上向き面26Dは、取付金具38のフランジ部38Aの下面へ加硫接着されている。   As shown in FIG. 10, a cushion pedestal 26 is vulcanized and bonded to the intermediate receiving member 20 fitted into the cushion rubber 18. The cushion pedestal 26 is formed as a protruding portion 26 </ b> C that protrudes upward in a thin cylindrical shape in the installed state. The inner diameter of the protrusion 26 </ b> C is the same as the inner diameter of the lower portion of the cushion base 26. A cylindrical mounting bracket 38 is disposed on the outer periphery of the protruding portion 26C. The mounting bracket 38 includes a flange portion 38A that extends radially outward at the lower portion in the installed state, and the flange portion 38A is disposed on the upward surface 26D of the cushion base 26. The upward surface 26D of the cushion base 26 is vulcanized and bonded to the lower surface of the flange portion 38A of the mounting bracket 38.

取付金具38は、設置状態における上部に、筒部38Bを備えており、筒部38Bの外周部には、雄ネジ部が形成されている。筒部38Bの外周には、質量体40の一部を構成するプレート部41が配置され、このプレート部41の中央部に形成された貫通孔41Aの雌ネジ部に筒部38Bの雄ネジ部が螺合される。図11に示されるように、質量体40のプレート部41は、矩形板状とされており、長手方向の両端側の下面に、質量体40の一部を構成する円柱状の丸鋼42が溶接されている。本実施形態では、丸鋼42における溶接部分は、丸鋼42の軸方向中間部とされている。丸鋼42の軸方向は、プレート部41の長手方向に対して直交している。丸鋼42には、汎用材料である規格品の丸鋼を所定長さに切断したものを適用している。このため、質量体40の製造が容易であると共に、材料費を抑えることができる。   The mounting bracket 38 includes a cylindrical portion 38B in the upper portion in the installed state, and a male screw portion is formed on the outer peripheral portion of the cylindrical portion 38B. A plate part 41 constituting a part of the mass body 40 is disposed on the outer periphery of the cylinder part 38B, and the male thread part of the cylinder part 38B is connected to the female screw part of the through hole 41A formed in the central part of the plate part 41. Are screwed together. As shown in FIG. 11, the plate portion 41 of the mass body 40 has a rectangular plate shape, and columnar round steel 42 constituting a part of the mass body 40 is formed on the lower surfaces at both ends in the longitudinal direction. Welded. In this embodiment, the welded portion of the round steel 42 is an intermediate portion in the axial direction of the round steel 42. The axial direction of the round steel 42 is orthogonal to the longitudinal direction of the plate portion 41. As the round steel 42, a standard round steel which is a general-purpose material is cut into a predetermined length. For this reason, the mass body 40 can be easily manufactured and the material cost can be reduced.

以上のような構成によれば、図10に示される質量体40は、取付金具38を介してクッション台座26に支持され、クッション台座26の弾性変形によって変位して振動を減衰させる。ここで、質量体40においては、サイズが大きい丸鋼42がクッション台座26の側方に配置されるので、床支持具16をコンパクトに設置でき、図9に示されるように、床スラブ12から下地パネル14Aまでの高さHを抑えることができる。   According to the above configuration, the mass body 40 shown in FIG. 10 is supported by the cushion base 26 via the mounting bracket 38 and is displaced by elastic deformation of the cushion base 26 to attenuate the vibration. Here, in the mass body 40, since the large round steel 42 is disposed on the side of the cushion pedestal 26, the floor support 16 can be installed in a compact manner, and as shown in FIG. The height H to the base panel 14A can be suppressed.

また、図10に示される取付金具38の筒内側にクッション台座26の突出部26Cが配置されることで、支持ボルト22と取付金具38とが接近することがあっても、支持ボルト22が取付金具38に直接接触するはないので、異音の発生を防止することができる。   Further, the protrusion 26C of the cushion pedestal 26 is arranged inside the cylinder of the mounting bracket 38 shown in FIG. Since there is no direct contact with the metal fitting 38, the generation of abnormal noise can be prevented.

さらに、質量体40は、取付金具38に螺合させるだけで取り付けることができるので、クッション台座26を大型の質量体へ加硫接着させる場合に比べて床支持具16を製造しやすい。   Furthermore, since the mass body 40 can be attached simply by screwing it onto the mounting bracket 38, the floor support 16 can be manufactured more easily than when the cushion base 26 is vulcanized and bonded to a large mass body.

なお、上記第1〜第6の実施形態では、第2弾性部材としてのクッション台座26が、支持部材としての支持ボルト22を介して第1弾性部材としてのクッションゴム18に支持されているが、第2弾性部材が支持部材を介さずに第1弾性部材に支持される構成としてもよく、また、第2弾性部材が床材に支持される構成としてもよい。   In the first to sixth embodiments, the cushion base 26 as the second elastic member is supported by the cushion rubber 18 as the first elastic member via the support bolt 22 as the support member. The second elastic member may be supported by the first elastic member without the support member interposed therebetween, and the second elastic member may be supported by the floor material.

また、上記実施形態では、第2弾性部材が軟質ゴムで構成されたクッション台座26である場合を例に挙げて説明したが、第2弾性部材は、例えば、圧縮コイルバネ等のような弾性変形可能な他の弾性部材であってもよい。   In the above embodiment, the case where the second elastic member is the cushion base 26 made of soft rubber has been described as an example. However, the second elastic member can be elastically deformed such as a compression coil spring, for example. Other elastic members may be used.

さらに、上記実施形態では、第2弾性部材としてのクッション台座26が接着剤等によって中間受け部材20、34、36に固着されているが、第2弾性部材は、例えば、支持部材に直接固着される等のように、上記実施形態以外の配置された位置に固着される構成としてもよい。また、第2弾性部材は、機械的接合によって中間受け部等の配置された位置に取り付けられてもよい。   Furthermore, in the above-described embodiment, the cushion base 26 as the second elastic member is fixed to the intermediate receiving members 20, 34, and 36 by an adhesive or the like. However, the second elastic member is directly fixed to the support member, for example. It is good also as a structure fixed to the arranged positions other than the said embodiment like this. Further, the second elastic member may be attached to a position where the intermediate receiving portion or the like is disposed by mechanical joining.

さらにまた、上記実施形態では、中間受け部としての中間受け部材20、34、36や床受け部としての上床受け部材32が、支持部材としての支持ボルト22に取り付けられて一体化されているが、支持部材の一部に中間受け部や床受け部を形成してもよい。   Furthermore, in the above embodiment, the intermediate receiving members 20, 34, 36 as the intermediate receiving portions and the upper floor receiving member 32 as the floor receiving portion are attached to and integrated with the supporting bolts 22 as the supporting members. The intermediate receiving part and the floor receiving part may be formed on a part of the support member.

なお、上記実施形態では、床スラブ12がコンクリート製であるコンクリート床の場合について説明したが、床スラブは、木製等の他の床スラブであってもよい。   In addition, although the said embodiment demonstrated the case where the floor slab 12 was a concrete floor made from concrete, the floor slab may be other floor slabs, such as wooden.

本発明の第1の実施形態に係る床構造及び床支持具の縦断面を示す断面図である。It is sectional drawing which shows the longitudinal cross-section of the floor structure which concerns on the 1st Embodiment of this invention, and a floor support tool. 図1の床支持具を拡大した拡大断面図である。It is the expanded sectional view which expanded the floor support tool of FIG. 本発明の第1の実施形態に係る床構造及び床支持具の原理を示す原理図である。It is a principle figure which shows the principle of the floor structure and floor support which concern on the 1st Embodiment of this invention. 比較試験の結果を示すグラフである。It is a graph which shows the result of a comparative test. 本発明の第2の実施形態に係る床構造及び床支持具の縦断面を示す断面図である。It is sectional drawing which shows the longitudinal cross-section of the floor structure which concerns on the 2nd Embodiment of this invention, and a floor support tool. 本発明の第3の実施形態に係る床構造及び床支持具の縦断面を示す断面図である(一番左の床支持具は切断面を変えて示す)。It is sectional drawing which shows the longitudinal cross-section of the floor structure which concerns on the 3rd Embodiment of this invention, and a floor support (the leftmost floor support is shown changing a cut surface). 本発明の第4の実施形態に係る床構造及び床支持具の縦断面を示す断面図である。It is sectional drawing which shows the longitudinal cross-section of the floor structure which concerns on the 4th Embodiment of this invention, and a floor support tool. 本発明の第5の実施形態に係る床構造及び床支持具の縦断面を示す断面図である。It is sectional drawing which shows the longitudinal cross-section of the floor structure and floor support which concern on the 5th Embodiment of this invention. 本発明の第6の実施形態に係る床構造及び床支持具の縦断面を示す断面図である。It is sectional drawing which shows the longitudinal cross-section of the floor structure which concerns on the 6th Embodiment of this invention, and a floor support tool. 本発明の第6の実施形態に係る床支持具を示す断面図である。It is sectional drawing which shows the floor support tool which concerns on the 6th Embodiment of this invention. 本発明の第6の実施形態における質量体を示す斜視図である。It is a perspective view which shows the mass body in the 6th Embodiment of this invention.

符号の説明Explanation of symbols

10 床構造
12 床スラブ
14 上床材(床材)
14S 凹部
18 クッションゴム(第1弾性部材)
20 中間受け部材(中間受け部)
22 支持ボルト(支持部材)
26 クッション台座(第2弾性部材)
26A 挿入孔
28 質量体
28A 挿入孔
32 上床受け部材(床受け部)
34 中間受け部材(中間受け部)
36 中間受け部材(中間受け部)
40 質量体
10 Floor structure 12 Floor slab 14 Upper floor material (floor material)
14S Recess 18 Cushion rubber (first elastic member)
20 Intermediate receiving member (intermediate receiving part)
22 Support bolt (support member)
26 Cushion base (second elastic member)
26A Insertion hole 28 Mass 28A Insertion hole 32 Upper floor receiving member (floor receiving part)
34 Intermediate receiving member (intermediate receiving part)
36 Intermediate receiving member (intermediate receiving part)
40 mass

Claims (8)

床スラブと、
前記床スラブ上に支持され、弾性変形可能であって振動を減衰させる第1弾性部材と、
前記第1弾性部材上に支持され、前記床スラブと反対方向へ延びる支持部材と、
前記支持部材上に支持され、前記床スラブとの間に間隔をもって配置される床材と、
前記第1弾性部材、前記支持部材、又は、前記床材に支持され、弾性変形可能であって振動を減衰させる第2弾性部材と、
前記第2弾性部材に支持され、前記第2弾性部材の弾性変形によって変位して振動を減衰させる質量体と、
を有することを特徴とする床構造。
Floor slabs,
A first elastic member supported on the floor slab and elastically deformable to damp vibrations;
A support member supported on the first elastic member and extending in a direction opposite to the floor slab;
Floor material supported on the support member and disposed with a space between the floor slab,
A second elastic member supported by the first elastic member, the support member, or the floor material, capable of elastic deformation and damping vibration;
A mass body supported by the second elastic member and displaced by elastic deformation of the second elastic member to damp vibrations;
A floor structure characterized by comprising:
前記床スラブがコンクリート製であることを特徴とする請求項1記載の床構造。   The floor structure according to claim 1, wherein the floor slab is made of concrete. 前記支持部材に一体化して設けられて受け面を備えた中間受け部を有し、前記受け面に前記第2弾性部材が配置されることを特徴とする請求項1又は請求項2に記載の床構造。   The first support member according to claim 1, further comprising an intermediate receiving portion provided integrally with the support member and provided with a receiving surface, wherein the second elastic member is disposed on the receiving surface. Floor structure. 前記床材の前記床スラブ側に凹部が形成され、前記凹部内に配置されると共に前記支持部材の上部に一体化して設けられて前記支持部材の上方で前記床材を支持する床受け部を有し、前記床受け部が前記凹部内に収容空間を備えて前記収容空間に前記質量体が配置されることを特徴とする請求項1又は請求項2に記載の床構造。   A recess is formed on the floor slab side of the floor material, and is disposed in the recess and is provided integrally with the upper portion of the support member to support the floor material above the support member. The floor structure according to claim 1, wherein the floor receiving portion includes a storage space in the recess, and the mass body is disposed in the storage space. 前記第2弾性部材及び前記質量体に挿入孔が形成され、前記挿入孔に前記支持部材が挿入されることを特徴とする請求項1から4のいずれか一項に記載の床構造。   The floor structure according to any one of claims 1 to 4, wherein an insertion hole is formed in the second elastic member and the mass body, and the support member is inserted into the insertion hole. 前記第2弾性部材は、配置された位置に固着されると共に前記質量体が固着されることを特徴とする請求項1から5のいずれか一項に記載の床構造。   The floor structure according to any one of claims 1 to 5, wherein the second elastic member is fixed to an arranged position and the mass body is fixed to the second elastic member. 前記質量体が前記第2弾性部材を介して複数の前記第1弾性部材又は前記支持部材に支持されることを特徴とする請求項1から6のいずれか一項に記載の床構造。   The floor structure according to any one of claims 1 to 6, wherein the mass body is supported by the plurality of first elastic members or the support members via the second elastic members. 床スラブ上に配置され、弾性変形可能であって振動を減衰させる第1弾性部材と、
前記第1弾性部材上に支持され、前記第1弾性部材と反対側へ延びて床材を支持する支持部材と、
前記第1弾性部材又は前記支持部材に支持され、弾性変形可能であって振動を減衰させる第2弾性部材と、
前記第2弾性部材に支持され、前記第2弾性部材の弾性変形によって変位して振動を減衰させる質量体と、
を有することを特徴とする床支持具。
A first elastic member disposed on the floor slab and elastically deformable to damp vibrations;
A support member supported on the first elastic member and extending to the opposite side of the first elastic member to support a flooring;
A second elastic member supported by the first elastic member or the support member, elastically deformable and dampening vibration;
A mass body supported by the second elastic member and displaced by elastic deformation of the second elastic member to damp vibrations;
A floor support, comprising:
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Cited By (10)

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JP2008095397A (en) * 2006-10-12 2008-04-24 Bridgestone Corp Floor structure
JP2009091859A (en) * 2007-10-12 2009-04-30 Bridgestone Corp Floor supporting device and floor structure
JP2009138493A (en) * 2007-12-10 2009-06-25 Bridgestone Corp Floor support and floor structure
JP2009191468A (en) * 2008-02-12 2009-08-27 Bridgestone Corp Floor-supporting and vibration-absorbing implement and floor structure
JP2010163804A (en) * 2009-01-16 2010-07-29 Bridgestone Corp Floor-supporting and vibration-absorbing implement and floor structure
JP2010203144A (en) * 2009-03-03 2010-09-16 Bridgestone Corp Floor supporting implement and floor structure
JP2010281407A (en) * 2009-06-05 2010-12-16 Shimizu Corp Damping mechanism and installation method therefor
JP2011099293A (en) * 2009-11-09 2011-05-19 Shuji Endo Sound insulating leg member for double floor and double floor
JP2011219926A (en) * 2010-04-05 2011-11-04 Bridgestone Corp Floor support and floor structure
JP2016108744A (en) * 2014-12-02 2016-06-20 三井ホーム株式会社 Damper for underfloor application and underfloor damper system

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JP2000145106A (en) * 1998-09-01 2000-05-26 Bridgestone Corp Floor substrate structure

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JPH04140362A (en) * 1990-09-28 1992-05-14 Sekisui Jushi Co Ltd Double floor
JP2000145106A (en) * 1998-09-01 2000-05-26 Bridgestone Corp Floor substrate structure

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008095397A (en) * 2006-10-12 2008-04-24 Bridgestone Corp Floor structure
JP2009091859A (en) * 2007-10-12 2009-04-30 Bridgestone Corp Floor supporting device and floor structure
JP2009138493A (en) * 2007-12-10 2009-06-25 Bridgestone Corp Floor support and floor structure
US8156701B2 (en) 2007-12-10 2012-04-17 Bridgestone Corporation Floor support and floor structure
JP2009191468A (en) * 2008-02-12 2009-08-27 Bridgestone Corp Floor-supporting and vibration-absorbing implement and floor structure
JP2010163804A (en) * 2009-01-16 2010-07-29 Bridgestone Corp Floor-supporting and vibration-absorbing implement and floor structure
JP2010203144A (en) * 2009-03-03 2010-09-16 Bridgestone Corp Floor supporting implement and floor structure
JP2010281407A (en) * 2009-06-05 2010-12-16 Shimizu Corp Damping mechanism and installation method therefor
JP2011099293A (en) * 2009-11-09 2011-05-19 Shuji Endo Sound insulating leg member for double floor and double floor
JP2011219926A (en) * 2010-04-05 2011-11-04 Bridgestone Corp Floor support and floor structure
JP2016108744A (en) * 2014-12-02 2016-06-20 三井ホーム株式会社 Damper for underfloor application and underfloor damper system

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