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JP4464015B2 - Sound insulation floor structure and construction method - Google Patents
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JP4464015B2 - Sound insulation floor structure and construction method - Google Patents

Sound insulation floor structure and construction method Download PDF

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Publication number
JP4464015B2
JP4464015B2 JP2001211055A JP2001211055A JP4464015B2 JP 4464015 B2 JP4464015 B2 JP 4464015B2 JP 2001211055 A JP2001211055 A JP 2001211055A JP 2001211055 A JP2001211055 A JP 2001211055A JP 4464015 B2 JP4464015 B2 JP 4464015B2
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Japan
Prior art keywords
floor
buffer plate
support leg
sound insulation
substrate
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JP2001211055A
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JP2003027725A (en
Inventor
貞道 長井
英彦 藤森
智 上野
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Daiken Kogyo Co Ltd
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Daiken Kogyo Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、アパートやマンション等の集合住宅、ビルや戸建住宅等に適用される遮音床構造及びその施工方法に関する技術分野に属する。
【0002】
【従来の技術】
従来より、既存のアパートやマンション等の集合住宅、ビルや戸建住宅等の中古住宅において、洋室を新しい洋室に、或いは和室を新しい和室へ改修する場合、既存の床仕上げ材の上面に新規の床仕上げ材(フローリング、カーペット、畳等)を張り、既存の敷居上に新規の薄型敷居を取り付けることが一般的に行われている。
【0003】
また、和室から洋室へ改修する場合は、既存の床仕上げ材としての畳を取り除いた後、既存の荒床上面に発泡プラスチック系床下地材を載置し、この発泡プラスチック系床下地材の両側面に補助部材を固定した後、発泡プラスチック系床下地材、補助部材の上面に新規の床仕上げ材を張り付けることが行われる。また、和室ないし洋室の間を全て洋室に改修する場合は、それら和室ないし洋室間の既存の敷居上部を切り落としてレベル調整を行う大引き根太構造としている。さらに、電気、ガス、水道等の配管配線工事が新たに必要な場合は、既存床仕上げ材を一部撤去して床基板の上に電気配線、ガス管、給水管等を設置した後、既存床仕上げ材の復元作業を行い、新たに床仕上げ材を施工している(図10参照)。
【0004】
また、上階から階下への音の伝搬を削減させる遮音構造にする場合は、既存の床仕上げ材及び床下地材(和室の場合は荒床)を取り除いた後、コンクリート等からなる床基板上にゴム製台座、軸材及び支持板からなる複数本の支持脚を載置固定して、この支持脚の支持板上に置床パネルを設置し、この置床パネルの上に制振材や遮音材からなる防音下地材、捨て貼り合板からなる床下地材等を敷設した後、フローリングやカーペット、畳等の床仕上げ材を新たに張り付けて置床(二重床)構造としている。
【0005】
こうした置床構造に使用する支持脚のゴム製の台座は防振や防音を目的として一般に使用されており、その形状は円錐台状の台座に中空部を設けたものがある。
【0006】
【発明が解決しようとする課題】
しかしながら、既存の床仕上げ材や床下地材を利用する大引き根太構造は廃材の量や解体費の削減にはつながるが、中古住宅は和室、洋室の床のレベルに差があることが多く、和室ないし洋室間を全て洋室にする場合は、和室ないし洋室間の既存敷居の上部を切り落としてレベル調整をしなければならず、施工が面倒になる。
【0007】
また、新たな配管配線工事が必要な場合は、既存床仕上げ材を一部撤去して床基板の上に電気配線、ガス管、給水管等を設置するので、床面上から床基板に配管や配線をはわせる作業に手間や時間がかかる上、メンテナンスにも手間を要する。
【0008】
さらに、既存の中古住宅では床基板の薄い(110mm)ものが多く、この中古住宅に大引き根太構法を用いると、上階床で発生する音が直接階下へ伝搬するため、床の遮音性能が非常に低くなる。
【0009】
また、置床(二重床)構造は上下階の遮音性能の向上にはつながるが、既存床仕上げ材及び床下地材を取り除いた後、新たに支持脚や置床パネル、防音下地材、捨て貼り合板からなる床下地材等を敷設して床仕上げ材を張り付けるという、既存の部材を殆ど利用しない構法であるため、廃材の量や解体費が増える上、新たに必要な部材も多く、環境に配慮した構法とはいえなかった。
【0010】
本発明は斯かる諸点に鑑みてなされたもので、その目的は、二重床構造に改良を加えることにより、施工や配管配線工事等を容易にし、廃材の量や解体費を低減しつつ、床の遮音性能を向上させて、上記の諸問題を一挙に解決しようとすることにある。
【0011】
【課題を解決するための手段】
上記の目的を達成するために、請求項1の発明では、床基板上に表面床が、床基板上面に載置される弾性体からなる下部の台座、及び表面床に当接して該表面床を上載する上部の表面床支持部材を軸材で連結してなる支持脚により支持され、この表面床及び上記床基板の間に緩衝板が配置されて、該緩衝板により表面床及び床基板の間の空間が、表面床及び緩衝板の間に位置する第1空間部と、床基板及び緩衝板の間に位置する第2空間部とに区画形成され、この緩衝板には、上記支持脚が挿入される孔部が、該孔部と支持脚の軸材との間に第1及び第2空間部を連通する間隙が生じるように設けられていることを特徴とする。
【0012】
上記の構成によると、床基板に対し表面床が支持脚により支持され、この支持脚が挿入される孔部を有する緩衝板が表面床と床基板との間に配置され、この緩衝板により表面床及び床基板の間が、表面床及び緩衝板の間に位置する上側の第1空間部と、床基板及び緩衝板の間に位置する下側の第2空間部とに区画されて、両空間部が上記支持脚挿入用の孔部と支持脚の軸材との間隙を介して連通しているので、支持脚上部の表面床支持部材の上面に表面床を設置すればよく、和室ないし洋室間の床のレベル差をなくすことができ、大引き根太構造のように既存敷居の上部を切り落としてレベル調整をしなくともよい。
【0013】
また、ガス、水道、電気等の新たな配管配線工事が必要な場合は、それら配管・配線を緩衝板上に載置すればよいので、作業時間や手間が減少する上、メンテナンスも容易にできる。
【0014】
さらに、中古住宅の床構造を改修する場合は、既存の部材(床仕上げ材や床下地材等)を殆ど取り除くことなく、それらを緩衝材として利用することができ、廃材量の削減、施工時間の短縮、解体費の減少や現場騒音の低下といった、環境に配慮した構法で改修することができる。
【0015】
また、表面床から発生した衝撃音が床基板に直接伝搬するのを支持脚によって防ぐことができるため、遮音性能を大引き根太構造に対し、重量床衝撃音では例えば1ランク程度に、また軽量床衝撃音では例えば5ランク程度で大幅に向上させることができる。
【0016】
また、置床構造であると、床仕上げ面からの加振による支持脚の変位によって、床下地材に瞬間的にたわみ現象が生じ、床基板と床下地材との空間部分の空気が直接に床基板を圧縮打撃する。これに対し、本発明の遮音床構造では、緩衝板が床基板と床下地材との空間部分に位置するため、初期の圧縮打撃が緩衝板を加振することにより、床基板への圧縮打撃が大きく緩和される。その上、空間部での横方向への空気の流動が発生するので、より分散された形でのエアロダンパー機能が発揮され、重量及び軽量床衝撃音の遮断性能が改善され、重量床衝撃音においては1ランクさらに向上する。
【0017】
請求項2の発明では、上記緩衝板には、第1及び第2空間部を連通する複数の孔部が設けられ、これら複数の孔部の一部を支持脚が挿入されるものとする。
【0018】
こうすると、緩衝板に開けられた複数の孔部は、支持脚挿入用のものばかりでなく、緩衝板上下の両空間部を連通する孔部としても設けられるので、レゾネーターの効果によって遮音性能がさらに向上する。
【0019】
請求項3の発明では、上記第1空間部に吸音材が設けられている構造とする。このことで、第1空間部の吸音材が、表面床からの加振によって発生する初期の圧縮打撃を緩和させるので、遮音性能、特に軽量床衝撃音の遮音性能を向上させることができる。
【0020】
請求項4の発明は遮音床構造の施工方法であり、まず、既存の床仕上げ材及び/又は床下地材に複数の孔部を形成する。次いで、弾性体からなる下部の台座と上部の表面床支持部材とを軸材で連結してなる支持脚を上記複数の孔部の一部に、上記床仕上げ材及び/又は床下地材に接触せずに孔部と支持脚の軸材との間に床仕上げ材及び/又は床下地材の上下両側の空間部を連通する間隙が生じるように挿入して、該支持脚を床基板上に上記台座が床基板上面に載置されるように設置する。そして、この支持脚の表面床支持部材上に表面床を、該表面床支持部材が表面床下面に当接するように設ける。
【0021】
このことで、中古住宅の床構造を改修する場合に、既存の床仕上げ材や床下地材を殆ど取り除くことなく、それらを緩衝材として利用することができ、廃材量の削減、施工時間の短縮、解体費の減少や現場騒音の低下といった、環境に配慮した構法で改修することができる。
【0022】
【発明の実施の形態】
(実施形態1)
図1は本発明の実施形態1に係る遮音床構造を示し、1は例えばアパートやマンション等の集合住宅、ビル等におけるコンクリートスラブ等の床基板(戸建住宅の床基板でもよい)、2は該床基板1の上側に所定の間隔をあけて配置される表面床であって、この表面床2は床パネルからなる床下地材3と、その上面に位置し、フローリングを構成する床仕上げ材4とからなる。
【0023】
上記表面床2は上記床基板1上に複数の支持脚10,10,…により支持されている。この各支持脚10は、上下方向に延びる丸棒状の軸材11と、この軸材11の下端部に一体的に取付固定され、軸材11よりも大径の円錐台形状のゴム(弾性体)からなる台座12と、軸材11の上端部に一体的に取付固定された矩形板状の表面床支持部材13とで構成されている。つまり、これら台座12及び表面床支持部材13は軸材11により一体的に連結されている。上記台座12は天然ゴム、イソプレンゴム、シリコンゴム等の合成ゴム等であればよく、その他の弾性体であってもよい。そして、この支持脚10の台座12は、床基板1上面に載置されている一方、表面床支持部材13は表面床2の床下地材3下面に当接してそれを上載しており、この構造により表面床2が支持脚10,10,…により床基板1上に支持されている。
【0024】
上記表面床2と床基板1との間には緩衝板18が配置され、この緩衝板18により表面床2と床基板1との間の空間が、表面床2及び緩衝板18の間に位置する上側の第1空間部19と、床基板1及び緩衝板18の間に位置する下側の第2空間部20とに区画形成されている。
【0025】
上記緩衝板18には上記支持脚10,10,…に対応した所定位置にそれぞれ各支持脚10が挿入される支持脚挿入用の孔部23,23,…が開口されている。この各孔部23は支持脚10の軸材11及び台座12の外径よりも大径(例えば30mm)とされており、この各孔部23に支持脚10が挿入された状態では、支持脚10の軸材11は孔部23周囲の緩衝板18との間に間隙が生じるようになっており、この孔部23内の支持脚10との間の間隙により緩衝板18上側の第1空間部19と緩衝板18下側の第2空間部20とが連通されている。尚、図1中、24は緩衝板18上に載置されたガスや水道等の配管又は電気の配線を表す配管・配線である。
【0026】
したがって、この実施形態においては、表面床2が床基板1上に複数の支持脚10,10,…により支持されているので、各支持脚10の表面床支持部材13上面に表面床2の床下地材3及び床仕上げ材4を設置すればよく、和室ないし洋室間の床のレベル差をなくし、大引き根太構造(図10参照)のように既存敷居の上部を切り落としてレベル調整をしなくともよい。
【0027】
また、表面床2と床基板1との間に緩衝板18が配置され、その孔部23に各支持脚10が挿入されているので、新たな配管又は配線の工事が必要な場合は、それらの配管・配線24を緩衝板18上に載置すればよく、配管工事又は配線工事の作業時間や手間が減少する上、それらのメンテナンスも容易になる。
【0028】
さらに、表面床2が床基板1上に複数の支持脚10,10,…により支持されているので、表面床2から発生した衝撃音が床基板1に直接伝搬するのを支持脚10,10,…によって防ぐことができ、遮音性能を大引き根太構造に対し大幅に向上させることができる。
【0029】
しかも、表面床2と床基板1とが両者の間に位置する緩衝板により上側の第1空間部19と下側の第2空間部20とに区画され、両空間部19,20が支持脚挿入用の孔部2323,…を介して連通しているので、置床構造のように、床仕上げ面からの加振による支持脚の変位により床下地材が瞬間的に撓んで、床基板と床下地材との空間部分の空気が直接に床基板を圧縮打撃する現象が生じることはなく、初期の圧縮打撃が緩衝板18を加振して、床基板1への圧縮打撃が大きく緩和される上、第1空間部19での横方向への空気の流動が発生し、より分散された形でエアロダンパー機能が発揮され、重量及び軽量床衝撃音の遮断性能がさらに向上する。
【0030】
(実施形態2)
図2は本発明の実施形態2を示し(尚、以下の各実施形態では、図1と同じ部分については同じ符号を付してその詳細な説明は省略する)、他の構造の表面床2に適用したものである。
【0031】
すなわち、この実施形態では、表面床2は実施形態1と同様に床下地材3と床仕上げ板とからなり、その床下地材3には各支持脚10で支持しようとする位置に支持部材挿入孔5が開口されている。そして、支持脚10下端部の台座12は実施形態1と同様に円錐台形状のゴムからなるのに対し、支持脚10上端部の表面床支持部材13は実施形態1のものとは異なり、軸材11の上端部に同心状に取り付けられる円柱状の大径部14と、この大径部14の上面に同心状に一体形成され、大径部14よりも小径の円柱状の小径部15とからなる2段構造とされている。上記下側の大径部14は上記床下地材3の支持部材挿入孔5よりも大径で該支持部材挿入孔5に挿入不能であるのに対し、上側の小径部15は支持部材挿入孔5よりも若干小径で該支持部材挿入孔5に挿入可能とされており、この表面床支持部材13の小径部15を支持部材挿入孔5に下側から挿入した状態で大径部14上に支持部材挿入孔5周縁の床下地材3を載置することで、表面床2が床基板1上に支持脚10により床下地材3を表面床支持部材13にて係合された状態で支持されている。
【0032】
また、緩衝板18は上記実施形態1に比べて高い位置つまり上側の表面床2側に位置しており、第1空間部19の高さは第2空間部20よりも低くなっている。その他の構成は上記実施形態1と同様である。よって、この実施形態でも実施形態1と同様の作用効果を奏することができる。
【0033】
(実施形態3)
図3は実施形態3を示し、緩衝板18における孔部の構造を変えたものである。すなわち、この実施形態3では、実施形態1,2と同様に、緩衝板18において各支持脚10に対応する部分に該支持脚10を挿入する支持脚挿入用孔部23,23,…が形成されている。
【0034】
そして、緩衝板18には上記支持脚挿入用孔部23,23,…の他に、緩衝板18上側の第1空間部19と下側の第2空間部20とを連通させるための目的のみを持つ連通用孔部25,25,…が形成されている。よって、緩衝板18には第1及び第2空間部19,20を連通する複数の孔部23,23,…,25,25,…が設けられ、これら複数の孔部23,23,…,25,25,…の一部のもの23,23,…は支持脚10,10,…が挿入されるものとされている。
【0035】
上記各連通用孔部25は支持脚挿入用孔部23よりも小径のもので、遮音効果上、例えば13〜15mmとするのが好ましいが、これに限らない。また、連通用孔部25の設置個数は64個/m(緩衝板18の面積の0.8〜1.1%)とするのが遮音効果上好ましいが、これに限定されるものではない。
【0036】
したがって、この実施形態においても上記実施形態1,2と同様の効果が得られる。特に、この実施形態の場合、緩衝板18に開けられた複数の孔部23,23,…,25,25,…は、支持脚10を挿入するためのものばかりでなく、緩衝板18上下の両空間部19,20を連通するための連通用孔部25,25,…としても設けられるので、レゾネーターの効果によって遮断性能を向上することができる。
【0037】
(実施形態4)
図4は実施形態4を示し、この実施形態では、緩衝板18と表面床2の床下地材3との間の第1空間部19に吸音材27が配置されている。この吸音材27は、例えばグラスウールやロックウール等の無機質繊維板やフェルト、軟質繊維板等からなる。尚、吸音材27と支持脚10との干渉を避けるために、吸音材27に支持脚10を挿通するための孔を開けてもよく、支持脚10を除いた位置に吸音材27を配置してもよい。
【0038】
したがって、この実施形態においては、実施形態1,2の作用効果が得られることに加え、第1空間部19の吸音材27が、表面床2の床仕上げ材4表面からの加振によって発生する初期の圧縮打撃を緩和させるので、遮音性能、特に軽量床衝撃音の遮音性能を向上させることができる。
【0039】
(実施形態5)
図5〜図9は本発明の実施形態5を示し、中古住宅の床構造を本発明の遮音床構造に改修するときの施工方法を示す。
【0040】
すなわち、この実施形態では、図8に示すように、改修前の住宅に、図8で左側から第1洋室R1、第1和室R2、第2洋室R3及び第2和室R4が設けられており、図9に示すように、この第1和室R2及び第2洋室R3を新しい1つの洋室Rに変更するように改修する。尚、第1及び第2洋室R1,R3の床構造では、根太31上に床仕上げ材32が敷設されてフローリングが形成されている。また、第1及び第2和室R1,R4の床構造では床下地材としての荒床33上に床仕上げ材として畳34が敷設されている。35は各室R1〜R4の周囲に設置された敷居、36は土台である。
【0041】
そして、図5及び図9に示すように、第1及び第2洋室R1,R3においては、床仕上げ材32を緩衝板18としてそれに支持脚挿入用孔部23,23,…を形成する(実施形態3のように連通用孔部25,25,…を形成してもよい)。また、第1及び第2和室R2,R4では、畳34を剥ぐって取り除き、その下の荒床33を緩衝板18として該荒床33に支持脚挿入用孔部23,23,…(及び連通用孔部25,25,…)を形成する。
【0042】
次いで、図6及び図9に示すように、各室R1〜R4の緩衝板18(洋室R1,R3では床仕上げ材32、和室R2,R4では荒床33)の各支持脚挿入用孔部23に支持脚10を台座12側から孔部23周りの床仕上げ材32及び荒床33(緩衝板18)に接触しないように挿入してその台座12を床基板1上に載置する。尚、洋室R1,R3に用いる支持脚10は上記実施形態2の構造のもの(表面床支持部材13の支持部材挿入孔5に挿入される小径部15が形成されているもの)であり、和室R2,R4に用いられる支持脚10は実施形態1の構造のもの(表面床支持部材13が板状のもの)である。また、第2和室R4に用いられる支持脚10の高さは第1和室R2に用いられる支持脚10よりも低い。
【0043】
そして、必要に応じて上記緩衝板18上に配管・配線24を設置し、その上に吸音材27を載置した後、各支持脚10の表面床支持部材13に表面床2の床下地材3を載置支持する。このとき、洋室R1,R3においては、床下地材3の支持部材挿入孔5に表面床支持部材13の小径部15が挿入されて支持部材挿入孔5周囲の床下地材3が大径部14に載置され、一方、和室R2,R4においては床下地材3の下面が表面床支持部材13上面に載置される。第1和室R2及び第2洋室R3においては床下地材3が両室R2,R3に亘って連続するように両室R2,R3の間の敷居35上に載置される。
【0044】
この後、図7及び図9に示す如く、第1洋室R1の床下地材3上面に床仕上げ材4が、また第1和室R2及び第2洋室R3の床下地材3上面に床仕上げ材4がそれぞれ施工される。また、第2和室R4の床下地材3上面に上記他の室R1〜R3の床仕上げ材4と略同じ厚さの畳28(改修前の畳34より厚さが薄い)が敷設される。さらに、第1和室R2及び第2洋室R3の間の敷居35は床下地材3及び床仕上げ材4により覆われるが、第1洋室R1及び第1和室R2の間の敷居35、第2洋室R3及び第2和室R4の間の敷居35、並びに第2和室R4の第2洋室R3と反対側にある敷居35は、いずれも床下地材3と床仕上げ材4及び畳28とからなる表面床2の上面よりも低い位置にあって段差が生じており、この各敷居35上に表面床2と略同じ厚さの薄い新たな敷居29が調整材30(図7参照)を介して施工される。
【0045】
以上により、第1和室R2及び第2洋室R3が1つの洋室Rに改修される。また、同時に、この新たな洋室R、第1洋室R1及び第2和室R4の床構造は、床基板1上に表面床2が弾性体からなる台座12と、表面床支持部材13と、これらを連結した軸材11とからなる支持脚10により支持され、これら表面床2及び床基板1の間に緩衝板18が配置されて第1及び第2空間部19,20が形成され、この緩衝板18に支持脚挿入用孔部23,23,…(及び連通用孔部25,25,…)が開口した遮音床構造に改修される。
【0046】
尚、図10は、図8に示す第1和室R2及び第2洋室R3を上記と同様に1つの洋室Rにするための大引き根太構造を示しており、この大引き根太構造では、第1和室R2における畳34を取り除いた後、荒床33上面に発泡プラスチック系床下地材37を載置し、この発泡プラスチック系床下地材37の両側面に補助部材38,38を固定した後、発泡プラスチック系床下地材37及び補助部材38,38の上面に、第2洋室R3の床仕上げ材4上に亘る新規の床仕上げ材4を張り付ける。また、第1和室R2及び第2洋室R3の間の既存の敷居35の上部を切り落としてレベル調整を行う。さらに、新たに電気、ガス、水道等の配管配線工事が必要な場合は、既存の床仕上げ材32を一部撤去して床基板1の上に電気配線、ガス管、給水管等の配管・配線24を設置した後、その既存の床仕上げ材32の復元作業を行い、新たに床仕上げ材4を施工する。
【0047】
したがって、この実施形態5のように改修施工を行うことにより、中古住宅の床構造の改修時に、大引き根太構造の如く既存の床仕上げ材32や荒床33等を殆ど取り除くことなく、それらを緩衝材18として利用することができ、廃材量の削減、施工時間の短縮、解体費の減少や現場騒音の低下といった、環境に配慮した構法で改修することができる。
【0048】
【実施例】
次に、具体的に実施した例について説明する。上記実施形態1,2の遮音床構造(本発明例)と大引き根太構造(図10参照)とについて、JISA 1418規格にてタッピングマシンによる軽量床衝撃テストとバングマシンによる重量床衝撃テストとを行った。軽量床衝撃音や重量床衝撃音は個体伝搬音であり、子供の飛び跳ねを想定した重量床衝撃音は大きな衝撃音である。実施形態1,2の遮音床構造についてのテスト結果を図11に、また大引き根太構造についての結果を図12にそれぞれ示す。
【0049】
尚、参考に、日本建築学会で定める床衝撃音レベル(床衝撃音レベルに関する等級)を下記表1に示す。
【0050】
【表1】

Figure 0004464015
【0051】
大引き根太構造では、床仕上げ材4から発生した衝撃音が根太31や土台36を介して階下へ直接伝わるため、床基板1(床スラブ)の厚さが110mmの場合の遮音性能は重量床衝撃音でL−80、軽量床衝撃音でL−70であった。
【0052】
これに対し、本発明例のものでは、床基板1の厚さが110mmの場合の遮音性能は重量床衝撃音でL−75、軽量床衝撃音でL−45と、大引き根太構造に対して、重量床衝撃音では1ランク、軽量床衝撃音では大幅(5ランク)に遮音性能が向上していることが判る。
【0053】
【発明の効果】
以上説明したように、請求項1の発明では、弾性体からなる台座及び表面床支持部材を軸材により連結してなる支持脚により表面床を表面床支持部材に当接させて床基板上に支持し、この表面床と床基板との間に緩衝板を表面床及び床基板の間の空間が第1及び第2空間部が区画形成されるように配置し、この緩衝板に、支持脚が挿入される孔部を該孔部と支持脚の軸材との間に第1及び第2空間部を連通する間隙が生じるように設けた。また、請求項2の発明では、緩衝板に第1及び第2空間部を連通する複数の孔部を設け、これら複数の孔部の一部を支持脚が挿入されるものとした。これらの発明によれば、大引き根太構造のように既存敷居の上部を切り落としてレベル調整をせずとも済み、施工の容易化を図ることができる。また、新たな配管配線は緩衝板上に載置でき、作業時間や手間の減少、メンテナンスの容易化を図ることができる。さらに、床構造を改修する場合、既存の部材を緩衝材として利用して、改修時の廃材量の削減、施工時間の短縮、解体費の減少や現場騒音の低下を図ることができる。また、表面床から発生した衝撃音が床基板に直接伝搬するのを支持脚によって防いで、遮音性能を大引き根太構造に対し大幅に向上させることができる。さらにまた、床仕上げ面からの加振による支持脚の変位によって床下地材に瞬間的に生じたたわみ現象による初期の圧縮打撃が緩衝板を加振するので、床基板への圧縮打撃が大きく緩和される上、空間部での横方向への空気の流動が発生し、より分散された形でのエアロダンパー機能が発揮され、重量及び軽量床衝撃音の遮断性能がさらに向上する。
【0054】
請求項3の発明によると、第1空間部に吸音材を設けたことにより、表面床からの加振によって発生する初期の圧縮打撃を吸音材で緩和して、遮音性能、特に軽量床衝撃音の遮音性能を向上させることができる。
【0055】
請求項4の発明によると、既存の床仕上げ材及び/又は床下地材に複数の孔部を形成し、これら複数の孔部の一部に、弾性体からなる台座と表面床支持部材とを軸材で連結してなる支持脚を床仕上げ材及び/又は床下地材に接触せずに孔部と支持脚の軸材との間に床仕上げ材及び/又は床下地材の上下両側の空間部を連通する間隙が生じるように挿入して、支持脚を床基板上に台座が床基板上面に載置されるように設置し、その支持脚の表面床支持部材上に表面床を表面床支持部材が表面床下面に当接するように設けることにより、中古住宅の床構造を改修する場合に、既存の部材を緩衝材として利用して、廃材量の削減、施工時間の短縮、解体費の減少や現場騒音の低下といった、環境に配慮した構法で改修することができる。
【図面の簡単な説明】
【図1】 本発明の実施形態1に係る遮音床構造を示す断面図である。
【図2】 実施形態2に係る遮音床構造を示す図1相当図である。
【図3】 実施形態3に係る遮音床構造を分解して示す斜視図である。
【図4】 実施形態4に係る遮音床構造を示す図3相当図である。
【図5】 実施形態5において中古住宅の床構造を遮音床構造に改修するときの工程の前部を示す斜視図である。
【図6】 工程の中間部を示す図5相当図である。
【図7】 工程の後部を示す図5相当図である。
【図8】 実施形態5において遮音床構造に改修する前の中古住宅の床構造を示す断面図である。
【図9】 改修後の遮音床構造を示す図8相当図である。
【図10】 改修のための大引き根太構造を示す図8相当図である。
【図11】 遮音床構造の遮音性能を示す図である。
【図12】 大引き根太構造の遮音性能を示す図である。
【符号の説明】
1 床基板
2 表面床
3 床下地材
4 床仕上げ板
10 支持脚
11 軸材
12 台座
13 表面床支持部材
18 緩衝板
19 第1空間部
20 第2空間部
23 支持脚挿入用孔部
24 配管・配線
25 連通用孔部
27 吸音材
32 既存床仕上げ材
33 荒床(既存床下地材)[0001]
BACKGROUND OF THE INVENTION
The present invention belongs to a technical field related to a sound insulation floor structure applied to an apartment house such as an apartment or a condominium, a building, a detached house, or the like, and a construction method thereof.
[0002]
[Prior art]
Conventionally, when refurbishing a Western-style room into a new Western-style room or a Japanese-style room into a new Japanese-style room in an existing apartment house such as an apartment or condominium, a building or a detached house, a new one is added to the upper surface of the existing floor finish. It is common practice to apply a floor covering (flooring, carpet, tatami, etc.) and install a new thin sill on an existing sill.
[0003]
When refurbishing from a Japanese-style room to a Western-style room, after removing the tatami mat as the existing floor finishing material, place the foamed plastic floor base material on the upper surface of the existing rough floor. After the auxiliary member is fixed to the surface, a new floor finish material is pasted on the foamed plastic floor base material and the upper surface of the auxiliary member. In addition, when refurbishing all the spaces between the Japanese-style rooms or Western-style rooms, the large joist structure is used to adjust the level by cutting off the existing upper part of the sill between the Japanese-style rooms or Western-style rooms. In addition, if new wiring work is required for electricity, gas, water, etc., the existing floor finish material will be removed and electrical wiring, gas pipes, water supply pipes, etc. will be installed on the floor board, and then existing The restoration work of the floor finish material is performed, and the floor finish material is newly constructed (see FIG. 10).
[0004]
In addition, in the case of a sound insulation structure that reduces the propagation of sound from the upper floor to the lower floor, after removing the existing floor finishing material and floor base material (rough floor in the case of a Japanese-style room), on the floor substrate made of concrete, etc. A plurality of support legs consisting of a rubber pedestal, a shaft member and a support plate are placed and fixed on the floor, and a floor panel is installed on the support plate of the support leg, and a damping material and a sound insulation material are placed on the floor panel. After laying a sound-insulating base material made of, a floor base material made of discarded plywood, etc., floor finishing materials such as flooring, carpets, and tatami are newly attached to form a floor (double floor) structure.
[0005]
A rubber pedestal for supporting legs used for such a floor structure is generally used for the purpose of vibration proofing and soundproofing, and there is a shape in which a hollow portion is provided on a truncated pedestal pedestal.
[0006]
[Problems to be solved by the invention]
However, the large pull joist structure that uses existing floor finishing materials and floor base materials leads to a reduction in the amount of scrap materials and dismantling costs, but used houses often have different levels of floors in Japanese and Western rooms, When all the Japanese-style rooms or Western-style rooms are western-style rooms, the level must be adjusted by cutting off the upper part of the existing sill between the Japanese-style rooms or the Western-style rooms, which makes the construction troublesome.
[0007]
In addition, when new piping and wiring work is required, part of the existing floor finishing material is removed and electrical wiring, gas pipes, water supply pipes, etc. are installed on the floor board. In addition, it takes time and labor to work on wiring and wiring, and labor is also required for maintenance.
[0008]
In addition, many existing used houses have a thin floor board (110mm), and if the Oiki jota construction method is used for this used house, the sound generated on the upper floor directly propagates downstairs, so the sound insulation performance of the floor is high. Very low.
[0009]
In addition, the floor (double floor) structure improves the sound insulation performance of the upper and lower floors, but after removing the existing floor finish and floor base material, a new support leg, floor panel, soundproof base material, discarded plywood This construction method uses almost no existing materials, such as laying floor base materials made of materials and sticking floor finish materials, increasing the amount of scrap materials and dismantling costs, as well as many new materials needed, The construction method was not considered.
[0010]
The present invention has been made in view of such points, the purpose of which is to improve the double floor structure, facilitate the construction and piping wiring work, while reducing the amount of waste and dismantling costs, The purpose is to improve the sound insulation performance of the floor and solve the above problems all at once.
[0011]
[Means for Solving the Problems]
In order to achieve the above object, according to the invention of claim 1, on the floor substrate. The surface floor is placed on the top surface of the floor substrate Lower pedestal made of elastic material And the surface floor is placed on the surface floor. By the support leg that connects the upper surface floor support member with the shaft material Supported, Between this surface floor and the floor substrate A buffer plate is disposed, and the buffer plate causes a space between the surface floor and the floor substrate to be a first space portion positioned between the surface floor and the buffer plate, and a second space portion positioned between the floor substrate and the buffer plate. Compartmented In this buffer plate, The support legs The hole to be inserted And a gap is formed between the hole and the shaft member of the support leg so as to communicate the first and second spaces. It is provided.
[0012]
According to the above configuration, the surface floor is supported by the support legs with respect to the floor substrate, and the buffer plate having the holes into which the support legs are inserted is disposed between the surface floor and the floor substrate, and the buffer plate supports the surface. Between the floor and the floor substrate Located between the surface floor and the buffer plate An upper first space and Located between the floor substrate and the buffer plate It is divided into a lower second space portion, and both space portions are holes for inserting the support legs. And the shaft of the support leg Because it communicates via the floor, it is only necessary to install a surface floor on the upper surface of the surface floor support member on the upper part of the support leg, and the level difference of the floor between the Japanese-style room or the Western-style room can be eliminated. It is not necessary to adjust the level by cutting off the upper part of the existing threshold.
[0013]
In addition, when new pipe wiring work such as gas, water supply, electricity, etc. is necessary, it is only necessary to place the pipe / wiring on the buffer plate, so that the work time and labor are reduced, and maintenance can be facilitated. .
[0014]
In addition, when refurbishing the floor structure of a second-hand house, it can be used as a cushioning material, with almost no existing members (floor finishing materials, floor base materials, etc.) removed. It can be repaired with an environmentally friendly construction method, such as shortening the cost, reducing the cost of dismantling, and reducing noise on site.
[0015]
In addition, since the supporting sound can prevent the impact sound generated from the surface floor from directly propagating to the floor substrate, the sound insulation performance is larger than the large joist structure. For example, the floor impact sound can be greatly improved by about 5 ranks.
[0016]
In addition, in the case of a floor structure, due to the displacement of the support legs due to vibration from the floor finish surface, a momentary deflection phenomenon occurs in the floor base material, and the air in the space between the floor substrate and the floor base material directly flows into the floor. Compress the substrate. On the other hand, in the sound insulation floor structure of the present invention, since the buffer plate is located in the space portion between the floor substrate and the floor base material, the initial compression hits the buffer plate, thereby compressing the floor substrate. Is greatly relaxed. In addition, since air flows in the lateral direction in the space, the aero damper function in a more dispersed form is demonstrated, the performance of blocking weight and light floor impact sound is improved, and heavy floor impact sound Will be further improved by 1 rank.
[0017]
In the invention of claim 2, the buffer plate is provided with a plurality of holes communicating with the first and second spaces, and support legs are inserted into a part of the plurality of holes.
[0018]
In this way, the plurality of holes formed in the buffer plate are provided not only for insertion of the support legs, but also as holes for communicating the upper and lower spaces of the buffer plate, so that the sound insulation performance is achieved by the effect of the resonator. Further improve.
[0019]
According to a third aspect of the present invention, a sound absorbing material is provided in the first space portion. As a result, the sound absorbing material in the first space part alleviates the initial compression impact generated by the vibration from the surface floor, so that it is possible to improve the sound insulation performance, particularly the sound insulation performance of the lightweight floor impact sound.
[0020]
The invention of claim 4 is a construction method of a sound insulation floor structure, and first, a plurality of holes are formed in an existing floor finish material and / or floor base material. Next, a support leg formed by connecting a lower pedestal made of an elastic body and an upper surface floor support member with a shaft member is brought into contact with the floor finishing material and / or the floor base material with a part of the plurality of holes. Without this, a gap is formed between the hole portion and the shaft member of the support leg so that the space portions on both the upper and lower sides of the floor finish and / or the floor base material communicate with each other. Insert like The support leg is placed on the floor substrate so that the pedestal is placed on the top surface of the floor substrate. Install. Then, the surface floor is placed on the surface floor support member of the support leg. The surface floor support member is in contact with the lower surface of the surface floor. Provide.
[0021]
As a result, when renovating the floor structure of a second-hand house, it can be used as a cushioning material with almost no existing floor finish or floor base material removed, reducing the amount of waste material and shortening construction time. It can be modified with an environmentally friendly construction method such as a reduction in dismantling costs and a reduction in site noise.
[0022]
DETAILED DESCRIPTION OF THE INVENTION
(Embodiment 1)
FIG. 1 shows a sound insulation floor structure according to Embodiment 1 of the present invention. 1 is a flat substrate such as a condominium such as an apartment or a condominium, a concrete slab in a building, etc. A surface floor disposed on the upper side of the floor substrate 1 at a predetermined interval, the surface floor 2 being a floor base material 3 composed of a floor panel and a floor finishing material which is located on the upper surface and constitutes a flooring It consists of four.
[0023]
The surface floor 2 is supported on the floor substrate 1 by a plurality of support legs 10, 10,. Each support leg 10 is integrally attached and fixed to a round bar-shaped shaft member 11 extending in the vertical direction and a lower end portion of the shaft member 11, and has a truncated cone-shaped rubber (elastic body) larger than the shaft member 11. ) And a rectangular plate-like surface floor support member 13 integrally attached and fixed to the upper end portion of the shaft member 11. That is, the pedestal 12 and the surface floor support member 13 are integrally connected by the shaft member 11. The pedestal 12 may be a synthetic rubber such as natural rubber, isoprene rubber, silicon rubber, or the like, and may be another elastic body. The pedestal 12 of the support leg 10 is placed on the upper surface of the floor substrate 1, while the surface floor support member 13 abuts on the lower surface of the floor base material 3 of the surface floor 2 and places it thereon. The surface floor 2 is supported on the floor substrate 1 by support legs 10, 10,.
[0024]
A buffer plate 18 is disposed between the surface floor 2 and the floor substrate 1, and a space between the surface floor 2 and the floor substrate 1 is located between the surface floor 2 and the buffer plate 18 by the buffer plate 18. The upper first space portion 19 and the lower second space portion 20 located between the floor substrate 1 and the buffer plate 18 are partitioned.
[0025]
The buffer plate 18 has support leg insertion holes 23, 23,... Into which the support legs 10 are inserted at predetermined positions corresponding to the support legs 10, 10,. Each hole 23 has a larger diameter (for example, 30 mm) than the outer diameter of the shaft member 11 and the pedestal 12 of the support leg 10. In the state where the support leg 10 is inserted into each hole 23, the support leg 10 The shaft member 11 has a gap with the buffer plate 18 around the hole 23, and the first space above the buffer plate 18 by the gap with the support leg 10 in the hole 23. The portion 19 and the second space portion 20 below the buffer plate 18 are communicated with each other. In FIG. 1, reference numeral 24 denotes a pipe or wiring representing gas or water pipes or electric wiring placed on the buffer plate 18.
[0026]
Therefore, in this embodiment, since the surface floor 2 is supported on the floor substrate 1 by the plurality of support legs 10, 10,..., The surface floor support member 13 of each support leg 10 has an upper surface below the surface floor 2. It is only necessary to install the base material 3 and the floor finishing material 4, eliminate the level difference between the Japanese-style room and the Western-style room, and do not adjust the level by cutting off the upper part of the existing sill like the large pull joist structure (see Fig. 10) Also good.
[0027]
In addition, since the buffer plate 18 is disposed between the surface floor 2 and the floor substrate 1 and each support leg 10 is inserted into the hole 23, when new piping or wiring work is required, these The piping / wiring 24 may be placed on the buffer plate 18, and the working time and labor of the piping work or wiring work are reduced, and the maintenance thereof is facilitated.
[0028]
Further, since the surface floor 2 is supported on the floor substrate 1 by a plurality of support legs 10, 10,..., The support legs 10, 10 prevent the impact sound generated from the surface floor 2 from propagating directly to the floor substrate 1. ,... Can be prevented, and the sound insulation performance can be greatly improved with respect to the large joist structure.
[0029]
Moreover, the surface floor 2 and the floor substrate 1 are partitioned into a first space portion 19 on the upper side and a second space portion 20 on the lower side by a buffer plate positioned between the two, and both the space portions 19 and 20 are supported on the supporting legs. Since the holes are communicated through the insertion holes 2323,..., The floor base material is instantaneously bent due to the displacement of the support leg due to the vibration from the floor finish surface, like the floor structure, and the floor substrate and the under floor There is no phenomenon in which the air in the space with the ground material directly compresses and hits the floor substrate, and the initial compressing impact vibrates the buffer plate 18 and the compressive impact on the floor substrate 1 is greatly reduced. In addition, the air flow in the lateral direction in the first space portion 19 is generated, and the aero damper function is exhibited in a more dispersed form, so that the performance of blocking the weight and light floor impact sound is further improved.
[0030]
(Embodiment 2)
FIG. 2 shows a second embodiment of the present invention (in the following embodiments, the same parts as those in FIG. 1 are denoted by the same reference numerals and detailed description thereof is omitted), and the surface floor 2 of another structure is shown. Is applied.
[0031]
That is, in this embodiment, the surface floor 2 is composed of a floor base material 3 and a floor finish board, as in the first embodiment, and a support member is inserted into the floor base material 3 at a position to be supported by each support leg 10. A hole 5 is opened. The pedestal 12 at the lower end portion of the support leg 10 is made of a truncated cone-shaped rubber as in the first embodiment, whereas the surface floor support member 13 at the upper end portion of the support leg 10 is different from that in the first embodiment. A cylindrical large-diameter portion 14 concentrically attached to the upper end portion of the material 11, and a cylindrical small-diameter portion 15 that is integrally formed concentrically on the upper surface of the large-diameter portion 14 and has a smaller diameter than the large-diameter portion 14. A two-stage structure consisting of The lower large-diameter portion 14 has a larger diameter than the support member insertion hole 5 of the floor base material 3 and cannot be inserted into the support member insertion hole 5, whereas the upper small-diameter portion 15 has a support member insertion hole 5. 5 is slightly smaller than 5 and can be inserted into the support member insertion hole 5. The small-diameter portion 15 of the surface floor support member 13 is inserted into the support member insertion hole 5 from below and placed on the large-diameter portion 14. By placing the floor base material 3 at the periphery of the support member insertion hole 5, the surface floor 2 is supported on the floor substrate 1 by the support legs 10 while the floor base material 3 is engaged by the surface floor support member 13. Has been.
[0032]
Further, the buffer plate 18 is positioned higher than that of the first embodiment, that is, on the upper surface floor 2 side, and the height of the first space portion 19 is lower than that of the second space portion 20. Other configurations are the same as those of the first embodiment. Therefore, this embodiment can achieve the same effects as those of the first embodiment.
[0033]
(Embodiment 3)
FIG. 3 shows a third embodiment in which the structure of the hole in the buffer plate 18 is changed. That is, in the third embodiment, like the first and second embodiments, support leg insertion holes 23, 23,... For inserting the support legs 10 are formed in portions corresponding to the support legs 10 in the buffer plate 18. Has been.
[0034]
In addition to the support leg insertion holes 23, 23,..., The buffer plate 18 is used only for the purpose of communicating the first space 19 on the upper side of the buffer plate 18 and the second space 20 on the lower side. Are formed with communication holes 25, 25,. Therefore, the buffer plate 18 is provided with a plurality of holes 23, 23,..., 25, 25, etc. that communicate the first and second spaces 19, 20, and the plurality of holes 23, 23,. .. Are partly inserted with support legs 10, 10,....
[0035]
Each of the communication hole portions 25 has a smaller diameter than the support leg insertion hole portion 23 and is preferably set to, for example, 13 to 15 mm in view of the sound insulation effect, but is not limited thereto. The number of communication holes 25 is 64 / m. 2 Although it is preferable for the sound insulation effect to set it as (0.8 to 1.1% of the area of the buffer plate 18), it is not limited to this.
[0036]
Therefore, also in this embodiment, the same effect as in the first and second embodiments can be obtained. In particular, in the case of this embodiment, the plurality of holes 23, 23,..., 25, 25, etc. opened in the buffer plate 18 are not only for inserting the support legs 10, but also above and below the buffer plate 18. Since it is provided also as the communication holes 25, 25,... For communicating both the space portions 19, 20, the blocking performance can be improved by the effect of the resonator.
[0037]
(Embodiment 4)
FIG. 4 shows a fourth embodiment. In this embodiment, a sound absorbing material 27 is arranged in the first space portion 19 between the buffer plate 18 and the floor base material 3 of the surface floor 2. The sound absorbing material 27 is made of, for example, an inorganic fiber board such as glass wool or rock wool, a felt, a soft fiber board, or the like. In order to avoid interference between the sound absorbing material 27 and the support leg 10, a hole for inserting the support leg 10 may be formed in the sound absorbing material 27, and the sound absorbing material 27 is disposed at a position excluding the support leg 10. May be.
[0038]
Therefore, in this embodiment, in addition to the effects of Embodiments 1 and 2, the sound absorbing material 27 of the first space portion 19 is generated by vibration from the surface of the floor finishing material 4 of the surface floor 2. Since the initial compression hit is alleviated, it is possible to improve the sound insulation performance, particularly the sound insulation performance of the light floor impact sound.
[0039]
(Embodiment 5)
FIGS. 5-9 shows Embodiment 5 of this invention, and shows the construction method when renovating the floor structure of a used house to the sound-insulating floor structure of this invention.
[0040]
That is, in this embodiment, as shown in FIG. 8, the first Western-style room R1, the first Japanese-style room R2, the second Western-style room R3, and the second Japanese-style room R4 are provided from the left side in FIG. As shown in FIG. 9, the first Japanese-style room R2 and the second Western-style room R3 are modified so as to be changed to one new Western-style room R. In the floor structure of the first and second western-style rooms R1 and R3, a floor finish 32 is laid on the joists 31 to form a flooring. In the floor structure of the first and second Japanese-style rooms R1 and R4, a tatami mat 34 is laid as a floor finishing material on a rough floor 33 as a floor base material. 35 is a sill installed around each of the rooms R1 to R4, and 36 is a base.
[0041]
As shown in FIGS. 5 and 9, in the first and second western-style rooms R1, R3, the floor finishing material 32 is used as a buffer plate 18, and support leg insertion holes 23, 23,. .. May be formed as in the third embodiment. Further, in the first and second Japanese-style rooms R2, R4, the tatami mat 34 is peeled off and removed, and the underlying floor 33 is used as a buffer plate 18 so that the support leg insertion holes 23, 23,. Communication holes 25, 25, ...) are formed.
[0042]
Next, as shown in FIGS. 6 and 9, each support leg insertion hole 23 of the buffer plate 18 of each of the rooms R1 to R4 (floor finishing material 32 in the Western rooms R1 and R3 and rough floor 33 in the Japanese rooms R2 and R4). The support leg 10 is inserted from the pedestal 12 side so as not to contact the floor finishing material 32 and the rough floor 33 (buffer plate 18) around the hole 23, and the pedestal 12 is placed on the floor substrate 1. The support legs 10 used in the Western-style rooms R1 and R3 have the structure of the above-described embodiment 2 (the one in which the small diameter portion 15 to be inserted into the support member insertion hole 5 of the surface floor support member 13 is formed). The support legs 10 used for R2 and R4 have the structure of the first embodiment (the surface floor support member 13 has a plate shape). Moreover, the height of the support leg 10 used for 2nd Japanese-style room R4 is lower than the support leg 10 used for 1st Japanese-style room R2.
[0043]
Then, if necessary, pipes / wirings 24 are installed on the buffer plate 18 and a sound absorbing material 27 is placed thereon. Then, the floor base material of the surface floor 2 is placed on the surface floor support member 13 of each support leg 10. 3 is placed and supported. At this time, in the Western rooms R1 and R3, the small diameter portion 15 of the surface floor support member 13 is inserted into the support member insertion hole 5 of the floor base material 3, and the floor base material 3 around the support member insertion hole 5 is the large diameter portion 14. On the other hand, in the Japanese-style rooms R2 and R4, the lower surface of the floor base material 3 is placed on the upper surface of the surface floor support member 13. In the first Japanese-style room R2 and the second Western-style room R3, the floor base material 3 is placed on the sill 35 between the two rooms R2 and R3 so as to continue across the two rooms R2 and R3.
[0044]
Thereafter, as shown in FIGS. 7 and 9, the floor finishing material 4 is provided on the upper surface of the floor base material 3 of the first Western room R1, and the floor finishing material 4 is provided on the upper surfaces of the floor base material 3 of the first Japanese room R2 and the second Western room R3. Are each constructed. In addition, a tatami mat 28 having a thickness substantially the same as that of the floor finishing material 4 of the other chambers R1 to R3 (thinner than the tatami mat 34 before renovation) is laid on the upper surface of the floor base material 3 of the second Japanese room R4. Furthermore, the sill 35 between the first Japanese-style room R2 and the second Western-style room R3 is covered with the floor base material 3 and the floor finishing material 4, but the sill 35 between the first Western-style room R1 and the first Japanese-style room R2 and the second Western-style room R3. And the sill 35 between the second Japanese-style room R4 and the sill 35 on the opposite side of the second Japanese-style room R4 from the second Western-style room R3 are the surface floor 2 composed of the floor base material 3, the floor finishing material 4 and the tatami mat 28. A step is generated at a position lower than the upper surface of the slab, and a new sill 29 having a thickness substantially the same as that of the surface floor 2 is constructed on each sill 35 via an adjusting material 30 (see FIG. 7). .
[0045]
As described above, the first Japanese-style room R2 and the second western-style room R3 are repaired into one western-style room R. At the same time, the floor structure of the new Western-style room R, the first Western-style room R1 and the second Japanese-style room R4 includes a pedestal 12 whose surface floor 2 is made of an elastic body on the floor substrate 1, a surface floor support member 13, and these. A buffer plate 18 is arranged between the surface floor 2 and the floor substrate 1 to form the first and second space portions 19 and 20, and is supported by the support legs 10 including the shaft members 11 connected to each other. The support leg insertion hole portions 23, 23,... (And the communication hole portions 25, 25,.
[0046]
Note that FIG. 10 shows a large joist structure for making the first Japanese-style room R2 and the second western-style room R3 shown in FIG. 8 into one western-style room R in the same manner as described above. After removing the tatami 34 in the Japanese-style room R2, the foamed plastic floor base material 37 is placed on the upper surface of the rough floor 33, and the auxiliary members 38, 38 are fixed to both sides of the foam plastic floor base material 37, and then foamed. A new floor finish 4 over the floor finish 4 of the second Western-style room R3 is pasted on the upper surfaces of the plastic floor base material 37 and the auxiliary members 38, 38. The level adjustment is performed by cutting off the upper part of the existing sill 35 between the first Japanese-style room R2 and the second Western-style room R3. In addition, when new wiring work for electricity, gas, water, etc. is required, a part of the existing floor finish 32 is removed, and electrical wiring, gas pipes, water pipes, etc. After the wiring 24 is installed, the existing floor finishing material 32 is restored and the floor finishing material 4 is newly constructed.
[0047]
Therefore, by performing the renovation work as in the fifth embodiment, at the time of renovation of the floor structure of the used house, the existing floor finishing material 32, the rough floor 33, etc. are hardly removed like the large pull joist structure. It can be used as the buffer material 18 and can be repaired by an environmentally friendly construction method such as reduction of waste material, shortening of construction time, reduction of dismantling costs and reduction of site noise.
[0048]
【Example】
Next, a specific example will be described. For the sound insulation floor structure (example of the present invention) and the large pull joist structure (see FIG. 10) of the first and second embodiments, a lightweight floor impact test by a tapping machine and a heavy floor impact test by a bung machine are performed according to JISA 1418 standard. went. Light floor impact sounds and heavy floor impact sounds are individual propagation sounds, and heavy floor impact sounds that are assumed to be children's jumping are loud impact sounds. FIG. 11 shows the test results for the sound insulation floor structures of the first and second embodiments, and FIG. 12 shows the results for the large pull joist structure.
[0049]
For reference, the floor impact sound level determined by the Architectural Institute of Japan (grade related to floor impact sound level) is shown in Table 1 below.
[0050]
[Table 1]
Figure 0004464015
[0051]
In the large pull joist structure, the impact sound generated from the floor finish 4 is directly transmitted to the lower floor via the joists 31 and the base 36. Therefore, the sound insulation performance when the thickness of the floor substrate 1 (floor slab) is 110 mm is a heavy floor. The impact sound was L-80, and the lightweight floor impact sound was L-70.
[0052]
On the other hand, in the example of the present invention, when the thickness of the floor substrate 1 is 110 mm, the sound insulation performance is L-75 for the heavy floor impact sound, L-45 for the light floor impact sound, and the large joist structure. Thus, it can be seen that the sound insulation performance is improved by one rank for heavy floor impact sound and significantly (for five ranks) for light floor impact sound.
[0053]
【The invention's effect】
As described above, in the first aspect of the invention, the surface floor is formed by the support leg formed by connecting the base made of the elastic body and the surface floor support member by the shaft member. In contact with the surface floor support member Support on the floor substrate, and a buffer plate between this surface floor and the floor substrate The space between the surface floor and the floor substrate is The first and second spaces are Parcel Arranged to be formed on this buffer plate, Insert the hole into which the support leg is inserted between the hole and the shaft of the support leg. Communicating the first and second spaces To create a gap Provided. In the invention of claim 2, the buffer plate is provided with a plurality of holes communicating with the first and second space portions, and the support legs are inserted into a part of the plurality of holes. According to these inventions, it is not necessary to adjust the level by cutting off the upper part of the existing sill like the large pull joist structure, and the construction can be facilitated. In addition, new piping wiring can be placed on the buffer plate, and the working time, labor, and maintenance can be facilitated. Furthermore, when renovating the floor structure, existing members can be used as cushioning materials to reduce the amount of waste materials at the time of refurbishment, shorten construction time, reduce dismantling costs, and reduce site noise. Also, the impact sound generated from the surface floor is prevented from propagating directly to the floor substrate by the support legs, and the sound insulation performance can be greatly improved with respect to the large joist structure. Furthermore, since the initial compression blow due to the flexure phenomenon momentarily generated in the floor base material due to the displacement of the support leg due to the vibration from the floor finish surface vibrates the buffer plate, the compression blow to the floor substrate is greatly reduced. In addition, the air flow in the lateral direction in the space portion is generated, and the aero damper function in a more dispersed form is exhibited, thereby further improving the insulation performance of weight and light floor impact sound.
[0054]
According to the invention of claim 3, by providing the sound absorbing material in the first space portion, the initial compressive impact generated by the vibration from the surface floor is relieved by the sound absorbing material, and the sound insulation performance, particularly the light floor impact sound. The sound insulation performance can be improved.
[0055]
According to the invention of claim 4, a plurality of holes are formed in an existing floor finish material and / or floor base material, and a pedestal made of an elastic body and a surface floor support member are formed in a part of the plurality of holes. Contact the support legs, which are connected by shafts, with the floor finish and / or floor base material Without this, a gap is formed between the hole portion and the shaft member of the support leg so that the space portions on both the upper and lower sides of the floor finish and / or the floor base material communicate with each other. Insert like The support legs are placed on the floor board and the pedestal is placed on the floor board. Install the surface floor on the surface floor support member of its support legs Make sure that the floor support member touches the bottom surface of the floor When renovating the floor structure of a second-hand house, the existing materials will be used as cushioning materials to reduce the amount of waste, shorten construction time, reduce dismantling costs, and reduce site noise. It can be refurbished with the construction method.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a sound insulating floor structure according to Embodiment 1 of the present invention.
FIG. 2 is a view corresponding to FIG. 1, illustrating a sound insulation floor structure according to a second embodiment.
FIG. 3 is an exploded perspective view showing a sound insulation floor structure according to a third embodiment.
FIG. 4 is a view corresponding to FIG. 3, showing a sound insulating floor structure according to a fourth embodiment.
FIG. 5 is a perspective view showing a front part of a process when the floor structure of a used house is modified to a sound insulating floor structure in the fifth embodiment.
FIG. 6 is a view corresponding to FIG. 5 showing an intermediate part of the process.
FIG. 7 is a view corresponding to FIG.
FIG. 8 is a cross-sectional view showing the floor structure of a used house before the sound insulation floor structure is repaired in the fifth embodiment.
FIG. 9 is a view corresponding to FIG. 8 showing the sound insulation floor structure after renovation.
FIG. 10 is a view corresponding to FIG. 8, showing a large joist structure for refurbishment.
FIG. 11 is a diagram showing the sound insulation performance of the sound insulation floor structure.
FIG. 12 is a diagram showing the sound insulation performance of the large pull joist structure.
[Explanation of symbols]
1 Floor board
2 Surface floor
3 Floor material
4 Floor finish board
10 Support legs
11 Shaft material
12 pedestal
13 Surface floor support member
18 Buffer plate
19 First space
20 Second space
23 Support leg insertion hole
24 Piping and wiring
25 hole for communication
27 Sound absorbing material
32 Existing floor finish
33 Rough floor (existing floor base material)

Claims (4)

床基板上に表面床が、床基板上面に載置される弾性体からなる下部の台座と、表面床に当接して該表面床を上載する上部の表面床支持部材とを軸材で連結してなる支持脚により支持され、
上記表面床及び床基板の間に緩衝板が配置されて、該緩衝板により表面床及び床基板の間の空間が、表面床及び緩衝板の間に位置する第1空間部と、床基板及び緩衝板の間に位置する第2空間部とに区画形成され
上記緩衝板には、上記支持脚が挿入される孔部が、該孔部と支持脚の軸材との間に第1及び第2空間部を連通する間隙が生じるように設けられていることを特徴とする遮音床構造。
A lower surface pedestal made of an elastic material placed on the upper surface of the floor substrate is connected to the upper surface floor supporting member that contacts the surface floor and mounts the upper surface floor with a shaft member. Supported by the supporting legs ,
A buffer plate is disposed between the surface floor and the floor substrate , and the buffer plate causes a space between the surface floor and the floor substrate to be between the first space portion located between the surface floor and the buffer plate, and the floor substrate and the buffer plate. Partitioned into a second space located at
The buffer plate is provided with a hole portion into which the support leg is inserted so that a gap is formed between the hole portion and the shaft member of the support leg so as to communicate the first and second space portions . Sound insulation floor structure characterized by
請求項1の遮音床構造において、
緩衝板には、第1及び第2空間部を連通する複数の孔部が設けられ、
上記複数の孔部の一部は支持脚が挿入されるものであることを特徴とする遮音床構造。
In the sound insulation floor structure of Claim 1,
The buffer plate is provided with a plurality of holes that communicate the first and second spaces.
A sound insulation floor structure in which a support leg is inserted into a part of the plurality of holes.
請求項1又は2の遮音床構造において、
第1空間部に吸音材が設けられていることを特徴とする遮音床構造。
In the sound insulation floor structure according to claim 1 or 2,
A sound insulating floor structure, wherein a sound absorbing material is provided in the first space.
既存の床仕上げ材及び/又は床下地材に複数の孔部を形成し、
弾性体からなる下部の台座と上部の表面床支持部材とを軸材で連結してなる支持脚を上記複数の孔部の一部に、上記床仕上げ材及び/又は床下地材に接触せずに孔部と支持脚の軸材との間に床仕上げ材及び/又は床下地材の上下両側の空間部を連通する間隙が生じるように挿入して、該支持脚を床基板上に上記台座が床基板上面に載置されるように設置し、
上記支持脚の表面床支持部材上に表面床を、該表面床支持部材が表面床下面に当接するように設けることを特徴とする遮音床構造の施工方法。
A plurality of holes are formed in the existing floor finish and / or floor base material,
A support leg formed by connecting a lower pedestal made of an elastic body and an upper surface floor support member with a shaft member is not in contact with the floor finishing material and / or the floor base material at a part of the plurality of holes. Is inserted between the hole and the shaft material of the support leg so as to create a gap that communicates the space on both the upper and lower sides of the floor finish material and / or the floor base material , and the support leg is placed on the pedestal on the floor substrate. Is placed on the top of the floor board ,
A method for constructing a sound insulation floor structure, wherein a surface floor is provided on a surface floor support member of the support leg so that the surface floor support member abuts on a lower surface of the surface floor.
JP2001211055A 2001-07-11 2001-07-11 Sound insulation floor structure and construction method Expired - Fee Related JP4464015B2 (en)

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