JP3855078B2 - Floor structure and construction method - Google Patents

Floor structure and construction method Download PDF

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Publication number
JP3855078B2
JP3855078B2 JP2003201516A JP2003201516A JP3855078B2 JP 3855078 B2 JP3855078 B2 JP 3855078B2 JP 2003201516 A JP2003201516 A JP 2003201516A JP 2003201516 A JP2003201516 A JP 2003201516A JP 3855078 B2 JP3855078 B2 JP 3855078B2
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floor
steel
structure according
heat insulating
floor structure
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JP2005042348A (en
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義昭 針谷
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ツカ・カナモノ株式会社
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Description

【0001】
【発明の属する技術分野】
本発明は床構造およびその施工方法に関する。さらに詳しくは、主として在来工法による住宅に適用する床構造およびその施工方法に関する。
【0002】
【従来の技術】
近年、戸建て住宅(以下、単に住宅という)においては品質が安定しているなどの理由により、いわゆるプレハブ住宅が多くなってきているが、未だ、工務店により在来工法によって建てられる住宅(以下、在来工法住宅)が大半を占めているのが実情である。
【0003】
かかる在来工法住宅における一階床構造は、木製大引に木製根太を配し、その上に構造用合板を配置してなるものとされる。
【0004】
しかるに、木製大引および木製根太は木そのものを用いているため、木瘠せ、そり、あばれなどに起因する床剛性の低下や床鳴りなどの問題が生じている。
【0005】
また、特に木製大引は、防腐・防蟻処理をする必要があるが、この防蟻処理に使用する薬剤は有害な性質を有しているため、その処理に際してはそれなりの安全対策を講ずる必要がある。そのため、施工の煩雑性および長期化を招来するばかりでなく、環境汚染を招来するおそれもあるという問題がある。
【0006】
さらに、高齢化社会が到来したことにより、増改築時にバリアフリー床を簡単に提供できる床構造の出現が関係者から熱望されている。
【0007】
【発明が解決しようとする課題】
本発明はかかる従来技術の課題に鑑みなされたものであって、床剛性の低下や床鳴りを生じさせることなく、しかも環境汚染を生じさせることもない、在来工法住宅における一階の床構造およびその施工方法を提供することを目的としている。
【0008】
【課題を解決するための手段】
本発明の床構造は、在来工法住宅の一階の床に適用される床構造であって、床下地部材の前端部および/または後端部を2連脚床支持具の主部により支持し、前記2連脚床支持具が、鋼製大引と、前記鋼製大引の底部両端に硬質の断熱部材を介して装着された一対の鋼製束とを備え、前記鋼製大引が、底面を構成する第1材と、側および上面を構成する前記第1材より板厚の薄い第2材とを含んでなることを特徴とする。
【0009】
本発明の床構造においては、床下地部材の側端部を2連脚床支持具の端部により支持してなるのが好ましい。
【0010】
また、本発明の床構造においては、2連脚床支持具が、鋼製大引と、前記鋼製大引の底部両端に硬質の断熱部材を介して装着された一対の鋼製束とを備えてなるのが好ましい。
【0011】
さらに、本発明の床構造においては、鋼製大引の底面および側面が断熱部材により被覆されてなるのが好ましい。その場合、鋼製大引の側面全面が断熱部材により被覆されてもよい。
【0012】
さらに、本発明の床構造においては、床下地部材裏面に床下地部材断熱部材が配設されてなるのが好ましい。
【0013】
さらに、本発明の床構造においては、床下地部材断熱部材の前縁、側縁または後縁が、鋼製大引を被覆している断熱部材の上端面により支持されてなるのが好ましい。
【0014】
さらに、本発明の床構造においては、鋼製大引を被覆している断熱部材の鋼製束が配設される個所には切欠きが設けられ、その切欠き部に硬質の断熱部材が配設されてなるのが好ましい。
【0015】
さらに、本発明の床構造においては、硬質の断熱部材の幅が鋼製大引の幅より広くされていてもよい。
【0016】
さらに、本発明の床構造においては、鋼製大引の上面に緩衝用フィルムが貼付されてなるのが好ましい。
【0017】
さらに、本発明の床構造においては、緩衝用フィルムに施工マークが付されてなるのが好ましい。
【0020】
さらに、本発明の床構造においては、鋼製大引の各面が補強されてなるのが好ましい。
【0021】
さらに、本発明の床構造においては、鋼製束が、レベル調整ボルトと、該ボルトの昇降をロックするナットとを有してなるのが好ましい。
【0022】
さらに、本発明の床構造においては、鋼製束が、レベル調整ボルトの頭部をロックするナットを有してなるのが好ましい。
【0023】
さらに、本発明の床構造においては、ナットの端面に緩み防止加工がなされてなるのが好ましい。
【0024】
さらに、本発明の床構造においては、鋼製大引が鋼製束のレベル調整ボルトの頭部を格納する束取付け部材を有してなるのが好ましい。
【0025】
さらに、本発明の床構造においては、束取付け部材がボルトの頭部の回転を禁止するストッパーを有してなるのが好ましい。
【0026】
さらに、本発明の床構造においては、ストッパーが、束取付け部材の頭部格納部側壁を内方に突出させることにより形成されてなるのが好ましい。
【0027】
さらに、本発明の床構造においては、束取付け部材が、断熱部材受け部を有してなるのが好ましい。
【0028】
さらに、本発明の床構造においては、断熱部材受け部により鋼製大引を被覆している断熱部材が支持されてなるのが好ましい。
【0029】
さらに、本発明の床構造においては、鋼製大引を被覆している断熱部材の上端面の位置、同鋼製大引の上面との間に床下地部材断熱部材が配設されるようにされてなるのが好ましい。
【0030】
さらに、本発明の床構造においては、床下地部材断熱部材の前縁、側縁または後縁が、土台に配設された床下地部材断熱部材受け部材により支持されてなるのが好ましい。
【0031】
さらに、本発明の床構造においては、床下地部材が針葉樹合板とされてなるのが好ましい。
【0032】
さらに、本発明の床構造においては、床下地部材がさねはぎ構造により接合されてなるのが好ましい。その場合、前記接合が接着剤を用いてなされるのがさらに好ましい。
【0033】
さらに、本発明の床構造においては、床下地部材を土台に固定する止め金具と、床下地部材を鋼製大引に固定する止め金具とが、同一タイプとされてなるのが好ましい。
【0034】
一方、本発明の床構造の施工方法は、在来工法住宅の一階の床に適用される2連脚床支持具を有する床構造の施工方法であって、
前記2連脚床支持具が、鋼製大引と、前記鋼製大引の底部両端に硬質の断熱部材を介して装着された一対の鋼製束とを備え、
前記鋼製大引が、底面を構成する第1材と、側および上面を構成する前記第1材より板厚の薄い第2材とを含んでなり、
前記2連脚床支持具をその主部が床下地部材の前端部および/または後端部を支持する位置に配設する手順と、
床下地部材の前端部および/または後端部を2連脚床支持具の主部に支持する手順
とを含んでいることを特徴とする。
【0035】
本発明の床構造の施工方法においては、2連脚床支持具をその端部が床下地部材の側端部を支持する位置に配設する手順と、床下地部材の側端部を2連脚床支持具の端部に支持する手順とが付加されているのが好ましい。
【0036】
また、本発明の床構造の施工方法においては、床下地部材を土台に固定する工具と、床下地部材を2連脚床支持具に固定する工具とが同一タイプとされているのが好ましい。
【0037】
しかして、本発明の床構造は住宅に適用される。
【0038】
【作用】
本発明は、前記の如く構成されているので、木瘠せ、そり、あばれなどに起因する床剛性の低下や床鳴りなどが防止されるばかりでなく、環境汚染を招来するおそれもない。また、増改築時にバリアフリーの床を簡単に提供できる。
【0039】
【発明の実施の形態】
以下、添付図面を参照しながら本発明を実施形態に基づいて説明するが、本発明はかかる実施形態のみに限定されるものではない。
【0040】
本発明の一実施形態に係る床構造、より具体的には充填断熱工法による床構造を図1に斜視図で示す。
【0041】
床構造Kは、図1に示すように、床下地板材1と、床下地板材1の前端部および後端部を支持する鋼製大引2と鋼製束3とからなる2連脚床支持具Sと、床の断熱をする断熱部材4とを主要構成要素として備えてなるものとされる。この場合、床下地は、図1に示すように、縦列状に配置された床下地板材1の列が複数列設けられてなるものとされる。
【0042】
床下地板材1は、例えば所定厚さ(例えば28mm厚さ)の針葉樹合板などの構造用合板、いわゆる厚物構造用合板とされる。床下地板材1の一側にはさね1aが設けられ、他側には溝(いわゆる小穴)1bが形成されてさねはぎ構造(図2参照)とされ、柱C部分に位置する角部は、図1に示すように、柱Cの角に合わせて適宜切り欠かれている。床下地板材1の側部がさねはぎ構造とされ、かつ、そのさねはぎを接着剤により接着することにより、側部を全長に渡って鋼製大引2により支持しなくても所定の床倍率が確保される。
【0043】
また、床下地板材1の布基礎B側の側縁は、図1に示すように、布基礎B上に配設されている土台5に載置されている。
【0044】
2連脚床支持具Sは、鋼製大引2と、鋼製大引2の底部両端に配設された一対の鋼製束3,3とを主要構成要素としてなるものとされる。ここで、鋼製束3,3は、図1に示すように、中心振り分けされその軸心間が載置される床下地板材1の幅と一致させられている。2連脚床支持具Sは、かかる構成とされていることにより、その主部(鋼製大引2の鋼製束3,3により支持されている部分)で当該列の床下地板材1の前端部または後端部を支持するとともに、その端部(鋼製大引2の鋼製束3,3により支持されている部分の外側の部分)で隣接列の床下地板材1の側端部中央を支持するものとされている。
【0045】
つまり、床下地板材1は、基本的には、その前後の四角を当該列の2連脚床支持具Sの鋼製束3により支持され、側部中央を隣接列の2連脚床支持具Sの鋼製束3により支持されるようにされている。
【0046】
鋼製大引2は、図3に示すように、底面2aを構成する第1材21と、両側2b,2bおよび上面2cを構成する第2材22とを底面2aの両側部でかしめてなるものとされる。このかしめられた部分は4層となるので、自身で曲げに対する補強がなされることになる。つまり、鋼製大引2は、自己補強型鋼製大引となる。
【0047】
鋼製大引2は、前掲の如く2材で構成されているので、強度を必要とする底面2aの板厚を厚くでき、その他の面2b,2cの板厚を薄くできる。そのため、サイズの小型化および軽量化を図りながら所望の強度とすることができる。例えば、鋼製大引2のサイズを60mmX60mm角とし、底面2aの板厚を1.0mmとし、両側面2b,2bおよび上面2cの板厚を0.8mmとすることにより、従来の90mmX90mm角サイズの木製大引に比して1m当り約2kgの軽量化が図られる。また、鋼製大引2のサイズを小型化できることにより、その表面積つまり伝熱面積を減少させることができ、いわゆる熱橋問題の対策も容易となる。また、鋼製大引2には例えば亜鉛メッキ鋼板が用いられる。
【0048】
さらに、鋼製大引2の底面2a、両側面2b,2bおよび上面2cは、図3に示すように、適宜凹凸が形成されて面自体の剛性が高められてその補強もなされている。これにより、鋼製大引2の小サイズ化が促進される。
【0049】
鋼製束3は、図4に示すように、上端部にターンブッシュ32が配設され下端部にベースプレート33が配設された円筒体からなる束本体31と、前記ターンブッシュ32に装着されたレベル調整ボルト34と、前記レベル調整ボルト34を昇降させる昇降ナット35と、前記昇降ナット35を格納する格納部36aを下端部に有する下部ロックナット36と、上端面にロッキングセレーション加工がなされてボルト頭部34aをロックする上部ロックナット37とを有するものとされる。昇降ナット35、下部ロックナット36および上部ロックナット37は、レベル調整ボルト34の下端からこの順で同レベル調整ボルト34に螺着される。この鋼製束3にも所定の防錆、例えば亜鉛を基調とした防錆がなされている。
【0050】
断熱部材4は例えば押出し法ポリスチレンホームからなるものとされ、床下地板材1裏面に配設されてその断熱をなす床下地板材断熱部材4Aと、鋼製大引2下部に外嵌され、つまり鋼製大引2下部を被覆してその断熱をなす大引断熱部材4Bとを含むものとされる。
【0051】
以下、本実施形態に係る床構造Kの詳細について説明する。
【0052】
図5に鋼製大引2回りの部材を分解して示す。鋼製大引2回りの部材は、図5に示すように、鋼製大引上面2cに貼付される例えば合成樹脂からなる緩衝用フィルム23と、鋼製大引2下部に外嵌される細長箱体とされた大引断熱部材4Bと、大引断熱部材4Bの底部両端に設けられた切欠き41に装着される例えばパーティクルボードからなる硬質の束受け断熱部材24と、束受け断熱部材24の下面(土間に面する面)に装着される束取付け部材25とを含むものとされる。
【0053】
緩衝用フィルム23には、図5に示すように、載置される床下地板材1の幅に対応させた位置決めマーク(施工マーク)23a,23aが付されている。つまり、鋼製束3の軸心に対応させた位置に位置決めマーク23aが付されている。
【0054】
図6に、束取付け部材25を詳細に示す。束取付け部材25は、図6に示すように概略長方形状とされた金属平板を例えばプレス成形してなるものとされる。すなわち、束取付け部材25は、中央部に円形状に突出成形されたレベル調整ボルト34の頭部34aを格納するボルト頭部格納部25aと、ボルト頭部格納部25a底面にボルト頭部34aに対応させて形成されたボルト頭部34aを挿通させるボルト頭部挿通透孔25bと、ボルト頭部格納部25aの周囲に適宜配置により形成されたドリルねじ挿通透孔25cと、長手方向両端部に耳状に形成された断熱部材受け部25dとを有するものとされる。
【0055】
ボルト頭部格納25a部内周面には、レベル調整ボルト34の頭部34aが所定角度例えば90度回転させられたときに、それ以上の回転を防止するストッパー25eが一対対向させて配設されている。このストッパー25eの配設は、例えばボルト頭部格納部25a側壁の対応位置を内方に向けて突出させることによりなされる。
【0056】
この束取付け部材25の鋼製大引2への取付けは、図7に示すように、例えばその長手方向を鋼製大引2の長手方向に一致させ束取付け部材25内面を束受け断熱部材24に当接させた状態で、つまりボルト頭部格納部25aを突出させた状態で、前記ドリルねじ挿通透孔25cからドリルねSBを挿通し、そのドリルねじSB先端を鋼製大引2内に貫通させ、ドリルねじSBを鋼製大引2の底面2aに螺着させることによりなされる。束取付け部材25をかかる態様で取付けることにより、鋼製大引2と鋼製束3との間のいわゆる熱橋問題を防止し、かつ断熱部材受け部25dで大引断熱部材4Bに設けられた切欠き側縁42を受けることができる。
【0057】
また、束取付け部材25が取付けられた鋼製大引2への鋼製束3の取付けは、例えば図8に示すTボルト(レベル調整ボルト)34に図9に示すロッキングセレーション37a付ナット(上部ロックナット)37を螺着し、ついでTボルト頭部34aを束取付け部材25に設けられたボルト頭部挿通透孔25bからボルト頭部34aをボルト頭部格納部25aに挿通してストッパー25eに当接するまで回転させる。この状態で上部ロックナット37をボルト頭部34aに向けて螺進させて締め込む。(これにより、ボルト頭部34aは、束受け断熱部材24とボルト頭部格納部25a底面とにより挾持されてその回転が防止される。つまり、レベル調整ボルト34がロックされた状態で鋼製大引2への取付けがなされる。また、上部ロックナット37は、ボルト頭部格納部25a底面と当接する端面にロッキングセレーション37aなどの緩み防止部が形成されているので、その緩みが防止されてレベル調整ボルト34のロックが維持される。)しかる後、このレベル調整ボルト34に下部ロックナット36を螺着し、ついで昇降ナット35を螺着することにより束本体31の装着がなされる。
【0058】
しかして、鋼製大引2の底部両端に鋼製束3,3が装着されて2連脚床支持具が完成する。なお、鋼製束3の鋼製大引2への装着は、施工現場においてなされてもよく、工場にてなされてもよい。
【0059】
図10に、組付けが完了した状態の床構造Kを示す。図10に示すように、一方の床下地板材1の前端と他方の床下地板材1の後端は、所定の隙間を設けて鋼製大引2に載置され、その前端部および後端部のそれぞれがドリルねじSBで鋼製大引2に固定されている。なお、図10中の符号BSは通気パッキンが介装されるスペースを示し、符号Fはフローリングなどの仕上床を示し、符号NDは釘を示し、符号WSは木ねじを示す。
【0060】
組付けが完了した状態の床構造Kは、図1および図10に示すように、土台5側面に設けられた床下地板材断熱部材受け金具(受け部材)6と、鋼製大引2に装着された大引断熱部材4Bの上端面43とにより床下地板材断熱部材4Aを支持し、その状態で例えば土台5と2連脚床支持具Sとの間もしくは2連脚床支持具S,S間に床下地板材1をその前端部または後端部が鋼製大引2に載置されるようにして配設してなるものとされる。このため、大引断熱部材4Bの上端面43の位置は、鋼製大引2の上面2cとの間に床下地板材断熱部材4Aが配設されるように調整されている。
【0061】
図11および図12に床下地板材断熱部材受け金具6により床下地板材断熱部材4Aを受けている状態を示す。また、図13〜図15に床下地板材断熱部材受け金具6の詳細を示す。
【0062】
床下地板材断熱部材受け金具6は、例えば金属平板を折り曲げ加工してなるものであって、土台5側面に当接する当接面61と、土台5側面に打ち込まれて床下地板材断熱部材受け金具6を土台5側面に固定する一対の固定爪62,62と、床下地板材断熱部材4Aが載置される断熱部材載置面63と、床下地板材断熱部材4Aに打ち込まれて床下地板材断熱部材4Aを固定する断熱部材固定爪64,64とを有するものとされる。床下地板材断熱部材受け金具6は、具体的には図13〜図15に示すように形成されている。
【0063】
すなわち、当接面61は扁平T字状とされ、そのT字の垂直部下端部の両側から固定爪62が垂直に延伸形成されている。この固定爪62の先端部は概略V字状とされ、またこの固定爪62の側面には平やじり状とされた戻り防止部62aが数段形成されている。断熱部材載置面63はT字状とされた当接面の水平部上端から固定爪62とは反対方向に垂直に延伸形成されてなるものであって、中央に位置する中央載置面63aと、この中央載置面63aの両側に位置する側部載置面63b,63bとを含むものとされる。この側部載置面63bは途中から起立させられて断熱部材固定爪64とされている。この断熱部材固定爪64の先端部もV字状とされている。また、当接面61のほぼ中央に木ねじWSをねじ込むための透孔61aが形成されている。
【0064】
次に、図16〜図22を参照しながら、かかる構成とされた床構造Kの施工について説明する。なお、以下においては、土台5の一側に平行に床下地板材1を敷設するものとして説明する。
【0065】
(1)土台5に柱Cなどを建てて一階の軸組みを完成させる(図16参照)。
【0066】
(2)土台5側面に床下地板材断熱部材受け金具6を適宜間隔で配設する(図17参照)。つまり、固定爪62を土台5側面に打ち込んで床下地板材断熱部材受け金具6を仮固定した後に透孔61aから木ねじWSをねじ込んで床下地板材断熱部材受け金具6を固定する。
【0067】
(3)床下地板材1の1列目および2列目の所定位置に2連脚床支持具S、つまり各第1の2連脚床支持具S1A,S1Bを配設する。例えば、1列目の第1の2連脚床支持具S1Aを長さx幅がいわゆる2Px1Pサイズの床下地板材1前端部を受ける位置に配設し、2列目の第1の2連脚床支持具S1Bを長さx幅がいわゆる1Px1Pサイズの床下地板材1前端部を受ける位置に配設する(図17参照)。なお、土台5側に位置する2連脚床支持具S1Aは、床下地板材1の側端部が土台5に載置される関係上、内側に位置する2連脚床支持具S1Bよりその分幅が短くされている。
【0068】
(4)1列目の床下地板材断熱部材4Aの2連脚床支持具S1Bに対応する位置に切欠きを入れた後に、2連脚床支持具S1A,S1B土台5とそれぞれのとの間に床下地板材断熱部材4Aを配設する(図18参照)。この場合、床下地板材断熱部材4Aの土台5側の側縁下面は床下地板材断熱部材受け金具6の載置面63に載置されるとともに、断熱部材固定爪64が打ち込まれてその位置ずれの防止が図られる一方、床下地板材断熱部材4Aの鋼製大引2側の側縁下面は大引断熱部材4Bの上端面43に載置される。
【0069】
(5)1列目の第1の床下地板材11Aの後端部および溝が形成された側端部を土台5に載置する一方、前記施工マーク23aにより幅方向の位置調整をしながら前端部を第1の2連脚床支持具S1A主部に載置しかつ側端部中央を第1の2連脚床支持具S1B端部に載置して敷設する(図19)。この場合、床下地板材11Aの土台5側に載置された側縁は土台5に釘NDにより固定される一方、床下地板材11Aの鋼製大引2に載置された前端部は鋼製大引2にドリルねじSBにより固定される(図10および図19参照)。
【0070】
なお、施工工具の共用化を図る観点から釘NDを廃止し、床下地板材1をドリルねじSBにより土台5に固定するようにしてもよい。
【0071】
(6)1列目の第1の2連脚床支持具S1Aの鋼製束3のレベル調整をして床下地板材11Aのレベル出しを行う。このレベル出しは一方が開放された状態で対面作業によりなされるので、無理な姿勢を取ることなくなし得る。そのため、この作業の作業性はよい。
【0072】
(7)1列目の床下地板材11Aの側部に形成されたさねに接着剤を塗布した後、2列目の床下地板材11Bの側部に形成された溝を前記さねに嵌合させながら、2列目の床下地板材11B前端部を2連脚床支持具S1Bに載置し、後端部を土台5に載置して床下地板材11Bを敷設する(図19参照)。
【0073】
(8)2列目の第1の2連脚床支持具S1Bの鋼製束3のレベル調整をして床下地板材11Bのレベル出しを行う。
【0074】
(9)2列目の第2の2連脚床支持具S2Bを長さx幅がいわゆる2Px1Pサイズの床下地板材1前端部を受ける位置に配設し、3列目の第1の2連脚床支持具S1Cを長さx幅がいわゆる2Px1Pサイズの床下地板材1前端部を受ける位置に配設する(図20参照)。つまり、隣合う列の2連脚床支持具Sがいわゆる千鳥配列となるように2連脚床支持具Sを配設する。
【0075】
(10)2列目の第1の2連脚床支持具S1Bと、2列目の第2の2連脚床支持具S2Bとの間に、床下地板材断熱部材4A両側端部の隣接列の2連脚床支持具S1A,S1Cの対応個所に切欠きを入れて床下地板材断熱部材4Aを配設する(図21参照)。
【0076】
(11)1列目の床下地板材11Aの側部に形成されたさねに接着剤を塗布した後、2列目の床下地板材12Bの側部に形成された溝を前記さねに嵌合させながら、前記施工マーク23aにより幅方向の位置調整をして床下地板材12B前端部を2連脚床支持具S2B主部に載置し、後端部を2連脚床支持具S1B主部に載置し、一方の側端部中央を2連脚床支持具S1A端部に載置し、他方の側端部中央を2連脚床支持具S1C端部に載置してその敷設をする(図22参照)。
【0077】
以下、同様の手順を繰り返して1階床下地を完成させ、ついでフローリングFなどの化粧床の施工をなして1階床を完成させる。なお、さねと溝との位置関係は逆とされてもよい。例えば、床下地板材11Aの側部に溝を形成し、床下地板材11Bにさねを形成するようにしてもよい。
【0078】
このように、この実施形態の床構造Kによれば、次のようなメリットが得られる。
【0079】
(1)木質系は床下地板材1に限定され、しかもそれが構造用合板とされているので、木瘠せ、そり、あばれなどによる床剛性の低下や床鳴りが回避される。
【0080】
(2)鋼製大引2と鋼製束3とを備えた、規定幅の床下地材1を支持できるようにサイズが調整された2連脚床支持具により床下地材1を支持しているので、長尺の大引を床下に配設する必要がない。
【0081】
(3)鋼製大引2が短く、かつ鋼製束3も施工現場で簡単に鋼製大引2に装着でき、そのレベル調整も開放された状態で対面作業でなし得るので、狭い場所での施工も可能となる。このことから、既設住宅の床のバリアフリー床への改造工事に好適といえる。
【0082】
(4)大引を鋼製大引2とし、しかもそれを自己補強型としているので、鋼製大引2の小サイズ化および軽量化が図られる。
【0083】
(5)鋼製大引2下部を断熱材で被覆しているので、熱橋問題を生ずるおそれはない。また、鋼製大引2の小サイズ化が図られているので、断熱材で被覆する範囲が少なくてよい。
【0084】
(6)鋼製大引2と鋼製束3との接合部には硬質断熱材が介装されているので、その接合部において熱橋問題を生ずるおそれはない。
【0085】
(7)大引や束が鋼製とされ、それらが所定の防錆処理がなされているので、床の施工工程において特段に防錆処理や防蟻処理をする必要がない。そのため、施工の簡素化および工期の短縮が図られる。
【0086】
(8)以上のことより、床剛性の向上、床の耐久性の向上、その低コスト化、短納期化、施工の安全性の向上などが図られるとともに、環境汚染も回避される。
【0087】
以上、本発明を実施形態に基づいて説明してきたが、本発明はかかる実施形態のみに限定されるものではなく、種々改変が可能である。例えば、本実施形態では、大引断熱部材4Bは鋼製大引2の下部に外嵌されているが、要求される断熱性能に応じて、例えば図23(a)および(c)に点線で示すように、大引断熱部材4Bの上端面43を鋼製大引2の上面2cに一致させ、また床下地板材断熱材4Aの厚みも鋼製大引2の高さと一致させ、その断熱効果を高めるようにしてもよい。あるいは、図24に示すように、束受け断熱部材24の幅を鋼製大引2の幅よりも大きくして、その鋼製大引2からはみ出した部分で床下地板材断熱材4Aを受けるようにしてもよい。
【0088】
また、実施形態では床構造として充填断熱工法によるものを例に取り説明されているが、断熱部材を除去することにより、基礎断熱工法の床構造についても適用することができることはいうまでもない。
【0089】
【発明の効果】
以上詳述したように、本発明の床構造によれば、木瘠せ、そり、あばれなどに起因する床剛性の低下や床鳴りなどが防止されるという優れた効果が得られる。
【0090】
また、本発明の床構造によれば、2連脚床支持具により床下地部材を支持するようにしているので、環境汚染を招来するおそれもないという優れた効果も得られる。
【0091】
さらに、本発明の床構造によれば、増改築時にバリアフリーの床を簡単に提供できるという優れた効果も得られる。
【0092】
さらに、本発明の好ましい形態によれば、2連脚床支持具に断熱が施され、かつ床下地部材も断熱されているので、いわゆる熱橋問題を生ずるおそれもないという優れた効果も得られる。
【0093】
一方、本発明の床構造の施工方法によれば、在来工法住宅の施工の安全性を向上させながら、施工期間の短縮が図られるという優れた効果が得られる。
【図面の簡単な説明】
【図1】本発明の一実施形態に係る床構造の斜視図である。
【図2】床下地板材の側部接合部を分解して示す断面図である。
【図3】同床構造に使用される鋼製大引の正面図である。
【図4】同鋼製束の正面図である。
【図5】鋼製大引回りの部材を分解して示す斜視図である。
【図6】束取付け部材の詳細図であって、同(a)は一部を断面で示す正面図であり、同(b)は平面図である。
【図7】束取付け部材が取付けられた鋼製大引の3面図であって、同(a)は正面図を示し、同(b)は底面図を示し、同(c)は側面図を示す。
【図8】Tボルトの2面図であって、同(a)は正面図を示し、同(b)は底面図を示す。
【図9】ロッキングセレーション付ナットの3面図であって、同(a)は平面図を示し、同(b)は一部を断面で示す正面図を示し、同(c)は底面図を示す。
【図10】組付けが完了した状態の床構造の断面図である。
【図11】同床下地板材断熱部材受け部の正面図である。
【図12】図側面図である。
【図13】床下地板材断熱部材受け金具の正面図である。
【図14】同平面図である。
【図15】同側面図である。
【図16】本発明の一実施形態に係る床構造の施工手順を示す説明図であって、一階の軸組みが完成した状態を示す。
【図17】本発明の一実施形態に係る床構造の施工手順を示す説明図であって、1列目および2列目にそれぞれ2連脚床支持具が配設された状態を示す。
【図18】本発明の一実施形態に係る床構造の施工手順を示す説明図であって、1列目および2列目に床下地板材断熱部材が配設された状態を示す。
【図19】本発明の一実施形態に係る床構造の施工手順を示す説明図であって、1列目および2列目に床下地板材断熱部材の上に床下地板材が配設された状態を示す。
【図20】本発明の一実施形態に係る床構造の施工手順を示す説明図であって、2列目および3列目にそれぞれ2連脚床支持具が配設された状態を示す。
【図21】本発明の一実施形態に係る床構造の施工手順を示す説明図であって、2列目に2番目の床下地板材断熱部材が配設された状態を示す。
【図22】本発明の一実施形態に係る床構造の施工手順を示す説明図であって、2列目に2番目の床下地板材が配設された状態を示す。
【図23】本発明の床構造の変形例の一例の概略図である。
【図24】同他の例の概略図である。
【符号の説明】
1 床下地板材
1a さね
1b 溝、小穴
2 鋼製大引
23 緩衝用フィルム
23a 位置決めマーク、施工マーク
24 束受け断熱部材
25 束取付け部材
3 鋼製束
33 ベースプレート
34 レベル調整ボルト、Tボルト
4 断熱部材
4A 床下地板材断熱部材
4B 大引断熱部材
41 切欠き
5 土台
6 床下地板材断熱部材受け金具、受け部材
K 床構造
B 布基礎
C 柱
S 2連脚床支持具
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a floor structure and a construction method thereof. More particularly, the present invention relates to a floor structure mainly applied to a house by a conventional construction method and a construction method thereof.
[0002]
[Prior art]
In recent years, so-called prefabricated houses have increased in detached houses (hereinafter simply referred to as “houses”) for reasons such as the quality being stable. The actual situation is that most of the houses are conventional construction methods.
[0003]
The first-floor structure in such a conventional construction method house is formed by placing wooden joists on a wooden large fork and placing a structural plywood thereon.
[0004]
However, since the wooden large draw and the wooden joist use the wood itself, problems such as a decrease in floor rigidity and a floor squeal due to thinning of the wood, warping, and blow-off have occurred.
[0005]
In particular, wooden daiseki must be treated with antiseptic and ant repellant treatments, but the chemicals used in this ant proofing treatment have harmful properties, so it is necessary to take appropriate safety measures during the treatment. There is. Therefore, there is a problem that not only the construction is complicated and prolonged, but also there is a risk of causing environmental pollution.
[0006]
Furthermore, with the arrival of an aging society, the appearance of a floor structure that can easily provide a barrier-free floor at the time of extension and renovation is eagerly awaited.
[0007]
[Problems to be solved by the invention]
The present invention has been made in view of the problems of the prior art, and does not cause a decrease in floor rigidity or ringing, and also does not cause environmental pollution. It aims at providing the construction method.
[0008]
[Means for Solving the Problems]
The floor structure of the present invention is a floor structure applied to the floor of the first floor of a conventional construction method house, and the front end portion and / or the rear end portion of the floor base member is supported by the main part of the two-legged floor support tool. The two-legged floor support includes a steel pull, and a pair of steel bundles attached to both ends of the bottom of the steel pull through hard heat insulating members, and the steel pull Is a first material constituting the bottom, Both And a second material having a thickness smaller than that of the first material constituting the side and the upper surface.
[0009]
In the floor structure of the present invention, it is preferable that the side end portion of the floor base member is supported by the end portion of the double legged floor support.
[0010]
Further, in the floor structure of the present invention, the two-legged floor support includes a steel pull and a pair of steel bundles attached to both ends of the bottom of the steel pull through a hard heat insulating member. It is preferable to provide.
[0011]
Furthermore, in the floor structure of the present invention, it is preferable that the bottom surface and the side surface of the steel pull are covered with a heat insulating member. In that case, the entire side surface of the steel pulling may be covered with a heat insulating member.
[0012]
Furthermore, in the floor structure of the present invention, it is preferable that a floor base member heat insulating member is disposed on the back surface of the floor base member.
[0013]
Furthermore, in the floor structure of the present invention, it is preferable that the front edge, the side edge or the rear edge of the floor base member heat insulating member is supported by the upper end surface of the heat insulating member covering the steel pulling.
[0014]
Furthermore, in the floor structure of the present invention, a notch is provided at a place where the steel bundle of the heat insulating member covering the steel pulling is provided, and a hard heat insulating member is arranged at the notch. It is preferable to be provided.
[0015]
Furthermore, in the floor structure of this invention, the width | variety of a hard heat insulation member may be made wider than the width | variety of steel drawing.
[0016]
Furthermore, in the floor structure of the present invention, it is preferable that a buffer film is stuck on the upper surface of the steel pulling.
[0017]
Furthermore, in the floor structure of this invention, it is preferable that a construction mark is attached to the buffer film.
[0020]
Further, in the floor structure of the present invention, it is preferable that each surface of the steel pulling is reinforced.
[0021]
Furthermore, in the floor structure of the present invention, it is preferable that the steel bundle includes a level adjustment bolt and a nut that locks the lifting of the bolt.
[0022]
Furthermore, in the floor structure of the present invention, it is preferable that the steel bundle has a nut for locking the head of the level adjusting bolt.
[0023]
Furthermore, in the floor structure of the present invention, it is preferable that the end face of the nut is subjected to a loosening prevention process.
[0024]
Furthermore, in the floor structure of the present invention, it is preferable that the steel puller has a bundle attachment member for storing the head of the level adjustment bolt of the steel bundle.
[0025]
Furthermore, in the floor structure of the present invention, it is preferable that the bundle mounting member has a stopper that prohibits rotation of the head of the bolt.
[0026]
Furthermore, in the floor structure of the present invention, it is preferable that the stopper is formed by projecting the side wall of the head storage portion of the bundle attachment member inward.
[0027]
Furthermore, in the floor structure of this invention, it is preferable that a bundle attachment member has a heat insulation member receiving part.
[0028]
Furthermore, in the floor structure of this invention, it is preferable that the heat insulation member which coat | covers steel drawing is supported by the heat insulation member receiving part.
[0029]
Furthermore, in the floor structure of the present invention, The position of the upper end surface of the heat insulation member covering the steel pulling But , So that the floor base member heat insulation member is arranged between the upper surface of the steel It is preferable to be made.
[0030]
Furthermore, in the floor structure of the present invention, it is preferable that the front edge, the side edge or the rear edge of the floor base member heat insulating member is supported by a floor base member heat insulating member receiving member disposed on the base.
[0031]
Furthermore, in the floor structure of the present invention, it is preferable that the floor base member is a softwood plywood.
[0032]
Furthermore, in the floor structure of the present invention, it is preferable that the floor base member is joined by a tongue and groove structure. In that case, it is more preferable that the joining is performed using an adhesive.
[0033]
Furthermore, in the floor structure of the present invention, it is preferable that the stopper for fixing the floor base member to the base and the stopper for fixing the floor base member to the steel outfit are of the same type.
[0034]
On the other hand, the construction method of the floor structure of the present invention is a construction method of a floor structure having a two-legged floor support applied to the first floor of a conventional construction method house,
The two-legged floor support includes a steel pull, and a pair of steel bundles attached to both ends of the bottom of the steel pull through hard heat insulating members,
The steel fore is a first material constituting the bottom surface; Both A second material having a thickness smaller than that of the first material constituting the side and the upper surface,
A procedure in which the main part of the two-legged floor support is disposed at a position where the main part supports the front end part and / or the rear end part of the floor base member;
Procedure for supporting front end and / or rear end of floor base member to main part of double legged floor support
It is characterized by including.
[0035]
In the construction method of the floor structure of the present invention, the two-legged floor support is arranged at a position where the end portion supports the side end portion of the floor base member, and the side end portion of the floor base member is doubled. It is preferable that a procedure for supporting at the end of the leg floor support is added.
[0036]
Moreover, in the construction method of the floor structure of this invention, it is preferable that the tool which fixes a floor base member to a foundation, and the tool which fixes a floor base member to a bipod floor support are the same type.
[0037]
Therefore, the floor structure of the present invention is applied to a house.
[0038]
[Action]
Since the present invention is configured as described above, it is possible not only to prevent a decrease in floor rigidity and a ringing due to thinning of trees, warping, blowout, etc., but also no risk of causing environmental pollution. In addition, a barrier-free floor can be easily provided at the time of renovation.
[0039]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, although the present invention is explained based on an embodiment, referring to an accompanying drawing, the present invention is not limited only to this embodiment.
[0040]
FIG. 1 is a perspective view showing a floor structure according to an embodiment of the present invention, more specifically, a floor structure formed by a filling thermal insulation method.
[0041]
As shown in FIG. 1, the floor structure K is a two-legged floor support composed of a floor base plate 1, a steel pulling 2 that supports the front and rear ends of the floor base plate 1, and a steel bundle 3. The tool S and the heat insulating member 4 that insulates the floor are provided as main components. In this case, as shown in FIG. 1, the floor base is provided with a plurality of rows of floor base plate materials 1 arranged in a column.
[0042]
The floor base plate 1 is, for example, a structural plywood such as a softwood plywood having a predetermined thickness (for example, 28 mm thickness), that is, a so-called thick structure plywood. A corner 1 is provided with a tongue 1a on one side of the floor substrate 1 and a groove (so-called small hole) 1b on the other side to form a tongue-and-groove structure (see FIG. 2). As shown in FIG. 1, it is appropriately cut out in accordance with the corner of the column C. The side portion of the floor base plate 1 has a tongue-and-groove structure, and by bonding the tongue and groove with an adhesive, the side portion does not have to be supported by the steel draw 2 over the entire length. Floor magnification is secured.
[0043]
Moreover, the side edge by the side of the fabric foundation B of the floor foundation board | plate material 1 is mounted in the base 5 arrange | positioned on the fabric foundation B, as shown in FIG.
[0044]
The two-legged floor support S is composed mainly of a steel pulling 2 and a pair of steel bundles 3 and 3 disposed at both ends of the bottom of the steel pulling 2. Here, as shown in FIG. 1, the steel bundles 3 and 3 are arranged in the center and are made to coincide with the width of the floor base plate 1 on which the shaft center is placed. Since the two-legged floor support S is configured as described above, the main part (the part supported by the steel bundles 3 and 3 of the steel pulling 2) of the floor base plate material 1 of the row. While supporting the front end portion or the rear end portion, the side end portion of the floor base plate 1 in the adjacent row at the end portion (the portion outside the portion supported by the steel bundles 3, 3 of the steel pulling 2) It is supposed to support the center.
[0045]
That is, the floor base plate 1 is basically supported by the steel bundle 3 of the double-legged floor support S in the row at the front and rear squares, and the double-legged floor support in the adjacent row at the center of the side. It is supported by a steel bundle 3 of S.
[0046]
As shown in FIG. 3, the steel-drawn steel 2 is formed by caulking the first material 21 constituting the bottom surface 2a and the second material 22 constituting both sides 2b, 2b and the upper surface 2c at both sides of the bottom surface 2a. It is supposed to be. Since the caulked portion is composed of four layers, the bending is reinforced by itself. That is, the steel draw 2 is a self-reinforced steel draw.
[0047]
Since the steel drawing 2 is composed of two materials as described above, the thickness of the bottom surface 2a requiring strength can be increased, and the thickness of the other surfaces 2b and 2c can be decreased. Therefore, the desired strength can be achieved while reducing the size and weight. For example, by setting the size of the steel pull 2 to 60 mm × 60 mm square, the thickness of the bottom surface 2 a to 1.0 mm, and the thickness of both side surfaces 2 b and 2 b and the top surface 2 c to 0.8 mm, the conventional 90 mm × 90 mm square size The weight reduction of about 2kg per meter is achieved in comparison with the wooden large drawing. Further, since the size of the steel drawer 2 can be reduced, the surface area, that is, the heat transfer area can be reduced, and so-called thermal bridge problem can be easily taken. In addition, for example, a galvanized steel sheet is used for the steel pulling 2.
[0048]
Furthermore, as shown in FIG. 3, the bottom surface 2a, both side surfaces 2b and 2b, and the upper surface 2c of the steel pulling 2 are appropriately formed with unevenness to enhance the rigidity of the surface itself and to reinforce it. Thereby, size reduction of the steel drawing 2 is promoted.
[0049]
As shown in FIG. 4, the steel bundle 3 is attached to the turn bush 32 and a bundle body 31 formed of a cylindrical body having a turn bush 32 disposed at an upper end portion and a base plate 33 disposed at a lower end portion. Level adjusting bolt 34, elevating nut 35 for elevating and lowering level adjusting bolt 34, lower lock nut 36 having a storage portion 36a for storing elevating nut 35 at the lower end, and locking serration processing on the upper end surface An upper lock nut 37 that locks the head 34a is provided. The elevating nut 35, the lower lock nut 36, and the upper lock nut 37 are screwed to the level adjustment bolt 34 in this order from the lower end of the level adjustment bolt 34. The steel bundle 3 is also subjected to predetermined rust prevention, for example, rust prevention based on zinc.
[0050]
The heat insulating member 4 is made of, for example, an extruded polystyrene home, and is fitted on the floor base plate heat insulating member 4A, which is disposed on the back surface of the floor base plate material 1 and insulates it, and is fitted to the lower part of the steel drawer 2; It includes a large drawing heat insulating member 4B that covers the lower part of the steel drawing 2 and insulates it.
[0051]
Hereinafter, the details of the floor structure K according to the present embodiment will be described.
[0052]
FIG. 5 shows an exploded view of the members around the steel draw. As shown in FIG. 5, the members around the steel large draw 2 are, for example, a buffer film 23 made of, for example, a synthetic resin attached to the steel large draw upper surface 2 c, and an elongated shape fitted on the lower portion of the steel large draw 2. A large heat insulating member 4B in the form of a box, a hard bundle receiving heat insulating member 24 made of, for example, a particle board, and attached to notches 41 provided at both ends of the bottom of the large heat insulating member 4B, and a bundle receiving heat insulating member 24 And a bundle attachment member 25 mounted on the lower surface (surface facing the soil).
[0053]
As shown in FIG. 5, the buffer film 23 is provided with positioning marks (construction marks) 23a, 23a corresponding to the width of the floor base plate 1 to be placed. That is, the positioning mark 23 a is attached at a position corresponding to the axis of the steel bundle 3.
[0054]
FIG. 6 shows the bundle attachment member 25 in detail. As shown in FIG. 6, the bundle attachment member 25 is formed by, for example, press-molding a metal plate having a substantially rectangular shape. That is, the bundle attachment member 25 includes a bolt head storage portion 25a for storing the head portion 34a of the level adjustment bolt 34 formed in a circular shape at the center, and a bolt head portion 34a on the bottom surface of the bolt head storage portion 25a. Bolt head insertion through holes 25b through which bolt heads 34a formed correspondingly are inserted, drill screw insertion through holes 25c formed by appropriate arrangement around the bolt head storage portion 25a, and both longitudinal ends And a heat insulating member receiving portion 25d formed in an ear shape at the portion.
[0055]
A pair of stoppers 25e that prevent further rotation when the head 34a of the level adjustment bolt 34 is rotated by a predetermined angle, for example, 90 degrees, are disposed on the inner peripheral surface of the bolt head storage 25a. Yes. The stopper 25e is disposed, for example, by causing the corresponding position of the side wall of the bolt head storage portion 25a to protrude inward.
[0056]
For example, as shown in FIG. 7, the bundle attachment member 25 is attached to the steel drawer 2 by, for example, aligning the longitudinal direction thereof with the longitudinal direction of the steel drawer 2 so that the inner surface of the bundle attachment member 25 is bundled. In the state where the bolt head storage portion 25a is protruded in a state where it is in contact with the drill head, the drill screw is inserted from the drill screw insertion through hole 25c. Time This is done by inserting the SB, passing the tip of the drill screw SB through the steel pull 2 and screwing the drill screw SB to the bottom surface 2a of the steel pull 2. By attaching the bundle attachment member 25 in such a manner, the so-called thermal bridge problem between the steel draw 2 and the steel bundle 3 is prevented, and the draw insulation member 4B is provided with the insulation member receiving portion 25d. A notched side edge 42 can be received.
[0057]
Further, for example, the steel bundle 3 is attached to the steel puller 2 to which the bundle attachment member 25 is attached. For example, a T bolt (level adjustment bolt) 34 shown in FIG. Lock nut) 37 is screwed, and then the T bolt head 34a is inserted into the bolt head storage portion 25a from the bolt head insertion through hole 25b provided in the bundle mounting member 25, and the stopper 25e. Rotate until it touches. In this state, the upper lock nut 37 is screwed and tightened toward the bolt head 34a. (Thus, the bolt head 34a is held by the bundle receiving heat insulating member 24 and the bottom surface of the bolt head storage portion 25a to prevent its rotation. That is, the steel large size is maintained with the level adjusting bolt 34 locked. The upper lock nut 37 is provided with a locking prevention portion such as a locking serration 37a on the end surface of the upper lock nut 37 that contacts the bottom surface of the bolt head storage portion 25a. The lock of the level adjusting bolt 34 is maintained.) Thereafter, the lower lock nut 36 is screwed to the level adjusting bolt 34, and then the elevating nut 35 is screwed to mount the bundle body 31.
[0058]
Thus, the steel bundles 3 and 3 are attached to both ends of the bottom portion of the steel drawer 2 to complete the two-legged floor support. The steel bundle 3 may be attached to the steel draw 2 at a construction site or at a factory.
[0059]
FIG. 10 shows the floor structure K in a state where the assembly is completed. As shown in FIG. 10, the front end of one floor base plate material 1 and the rear end of the other floor base plate material 1 are placed on the steel draw 2 with a predetermined gap, and the front end portion and the rear end portion thereof. Each of these is fixed to the steel drawing 2 with a drill screw SB. In addition, the code | symbol BS in FIG. 10 shows the space in which ventilation packing is interposed, the code | symbol F shows finishing floors, such as a flooring, the code | symbol ND shows a nail, and the code | symbol WS shows a wood screw.
[0060]
As shown in FIGS. 1 and 10, the floor structure K in the assembled state is attached to a floor base plate heat insulating member receiving metal fitting (receiving member) 6 provided on the side surface of the base 5 and the steel pulling 2. The floor base plate heat insulating member 4A is supported by the upper end surface 43 of the drawn large heat insulating member 4B, and in this state, for example, between the base 5 and the double legged floor support S or the double legged floor support S, S. It is assumed that the floor base plate material 1 is disposed such that the front end portion or the rear end portion thereof is placed on the steel pulling 2. For this reason, the position of the upper end surface 43 of the large drawing heat insulating member 4B is adjusted such that the floor base plate heat insulating member 4A is disposed between the upper surface 2c of the steel large drawing 2.
[0061]
11 and 12 show a state in which the floor base plate material heat insulating member 4A is received by the floor base plate material heat insulating member receiving metal fitting 6. FIG. Moreover, the detail of the floor base board material heat insulation member metal fitting 6 is shown in FIGS.
[0062]
The floor base plate heat insulating member receiving metal fitting 6 is formed by bending a metal flat plate, for example, and has a contact surface 61 that contacts the side surface of the base 5 and a floor base plate heat insulating member receiving metal fitting driven into the side surface of the base 5. A pair of fixing claws 62 and 62 for fixing 6 to the side surface of the base 5, a heat insulating member mounting surface 63 on which the floor base plate heat insulating member 4A is mounted, and a floor base plate heat insulating member 4A. It has heat insulation member fixing claws 64 and 64 for fixing the member 4A. Specifically, the floor base plate material heat insulating member bracket 6 is formed as shown in FIGS.
[0063]
That is, the contact surface 61 has a flat T-shape, and the fixing claws 62 are vertically formed from both sides of the lower end portion of the vertical portion of the T-shape. The front end portion of the fixed claw 62 is substantially V-shaped, and the back surface of the fixed claw 62 is formed with a plurality of stages of anti-return portions 62 a that are flat and twisted. The heat insulating member mounting surface 63 is formed by extending vertically from the upper end of the horizontal portion of the contact surface having a T-shape in the direction opposite to the fixed claw 62, and is a central mounting surface 63a located in the center. And side portion placement surfaces 63b and 63b located on both sides of the central placement surface 63a. The side placement surface 63b is erected from the middle to form a heat insulating member fixing claw 64. The tip of the heat insulating member fixing claw 64 is also V-shaped. In addition, a through hole 61 a for screwing the wood screw WS is formed at substantially the center of the contact surface 61.
[0064]
Next, the construction of the floor structure K having such a configuration will be described with reference to FIGS. In the following description, it is assumed that the floor base plate 1 is laid parallel to one side of the base 5.
[0065]
(1) A pillar C or the like is built on the base 5 to complete the first floor frame assembly (see FIG. 16).
[0066]
(2) The floor base plate material heat insulating member receiving metal fittings 6 are arranged at appropriate intervals on the side surface of the base 5 (see FIG. 17). That is, the fixing claws 62 are driven into the side surface of the base 5 to temporarily fix the floor base plate material heat insulating member receiving metal fitting 6, and then the wood screw WS is screwed from the through hole 61 a to fix the floor base plate heat insulating member receiving metal fitting 6.
[0067]
(3) The double-legged floor support S, that is, each first double-legged floor support S1 at a predetermined position in the first and second rows of the floor base plate 1. A , S1 B Is disposed. For example, the first double-legged floor support S1 in the first row A Is disposed at a position for receiving the front end portion of the floor base plate 1 having a length x width of so-called 2Px1P size, and the first double legged floor support S1 in the second row. B Is arranged at a position for receiving the front end portion of the floor base plate 1 having a length x width of so-called 1Px1P size (see FIG. 17). The double-legged floor support S1 located on the base 5 side. A Is a two-legged floor support S1 located on the inner side because the side end of the floor base plate 1 is placed on the base 5. B The width is further shortened.
[0068]
(4) Two-legged floor support S1 of the floor base plate material heat insulating member 4A in the first row B After the notch is made at the position corresponding to the two-legged floor support S1 A , S1 B A floor base plate heat insulating member 4A is disposed between the base 5 and each (see FIG. 18). In this case, the lower surface of the side edge of the floor base plate material heat insulating member 4A on the base 5 side is placed on the mounting surface 63 of the floor base plate material heat insulating member receiving metal fitting 6 and the heat insulating member fixing claw 64 is driven to shift its position. On the other hand, the lower side edge lower surface of the floor base plate material heat insulating member 4A on the steel large pull 2 side is placed on the upper end surface 43 of the large pull heat insulating member 4B.
[0069]
(5) First floor base plate material 1 in the first row 1A While the rear end portion and the side end portion in which the groove is formed are placed on the base 5, the front end portion is adjusted to the first bipedal floor support S1 while adjusting the position in the width direction by the construction mark 23a. A The first two-legged floor support S1 placed on the main part and centered on the side end part B Place and lay on the end (FIG. 19). In this case, the floor substrate 1 1A The side edge placed on the base 5 side of the floor is fixed to the base 5 with a nail ND, while the floor base plate 1 1A The front end portion placed on the steel drawer 2 is fixed to the steel drawer 2 with a drill screw SB (see FIGS. 10 and 19).
[0070]
In addition, the nail | claw ND may be abolished from a viewpoint of sharing a construction tool, and you may make it fix the floor base board material 1 to the base 5 with the drill screw SB.
[0071]
(6) First double legged floor support S1 in the first row A Adjust the level of the steel bundle 3 of the floor substrate 1 1A Level out. This leveling is done by face-to-face work with one side open, so it can be done without taking an unreasonable posture. Therefore, the workability of this work is good.
[0072]
(7) Floor base plate material 1 in the first row 1A After the adhesive is applied to the tongue formed on the side of the floor, the second row of floor substrate 1 1B While the groove formed on the side portion of the floor is fitted to the tongue, the second-floor floor base plate 1 1B The front end is double legged floor support S1 B Placed on the base 5 and placed on the base 5 1B Is laid (see FIG. 19).
[0073]
(8) First double legged floor support S1 in the second row B Adjust the level of the steel bundle 3 of the floor substrate 1 1B Level out.
[0074]
(9) Second double legged floor support S2 in the second row B Is disposed at a position for receiving the front end portion of the floor base plate 1 having a length x width of so-called 2Px1P size, and the first two-legged floor support S1 in the third row. C Is disposed at a position for receiving the front end portion of the floor base plate 1 having a length x width of so-called 2Px1P size (see FIG. 20). That is, the two-legged floor support S is arranged so that the adjacent two-legged floor support S is in a so-called staggered arrangement.
[0075]
(10) First double legged floor support S1 in the second row B And the second double-legged floor support S2 in the second row B The two-legged floor support S1 in the adjacent row at both ends of the floor base plate heat insulating member 4A A , S1 C A floor base plate heat insulating member 4A is disposed by making a notch in the corresponding part (see FIG. 21).
[0076]
(11) Floor substrate 1 in the first row 1A After the adhesive is applied to the tongue formed on the side of the floor, the second row of floor substrate 1 2B While the groove formed in the side portion of the floor is fitted to the tongue, the position mark in the width direction is adjusted by the construction mark 23a, and the floor base plate 1 2B The front end is double-legged floor support S2 B It is placed on the main part and the rear end part is a two-legged floor support S1 B It is placed on the main part, and the center of one side end is centered on the double legged floor support S1. A Placed on the end, the center of the other side end is the double legged floor support S1 C It is laid on the end (see FIG. 22).
[0077]
Thereafter, the same procedure is repeated to complete the first floor floor base, and then the first floor is completed by applying a decorative floor such as flooring F. In addition, the positional relationship between the tongue and the groove may be reversed. For example, floor base plate 1 1A A groove is formed on the side of the floor, and the floor base plate 1 1B Nice may be formed.
[0078]
Thus, according to the floor structure K of this embodiment, the following merits are obtained.
[0079]
(1) Since the wood system is limited to the floor base plate material 1 and it is a structural plywood, it is possible to avoid a decrease in floor rigidity and floor noise due to thinning of the wood, warping, blow-off and the like.
[0080]
(2) The floor base material 1 is supported by a two-legged floor support device that is provided with a steel pulling 2 and a steel bundle 3 and that is sized to support the floor base material 1 having a specified width. As a result, there is no need to dispose a long large fork under the floor.
[0081]
(3) The steel draw 2 is short, and the steel bundle 3 can be easily attached to the steel draw 2 at the construction site, and its level adjustment can be done in a face-to-face operation with the opening open. Construction is also possible. From this, it can be said that it is suitable for remodeling the floor of an existing house to a barrier-free floor.
[0082]
(4) Since the large pull is the steel large pull 2 and it is a self-reinforcing type, the steel large pull 2 can be reduced in size and weight.
[0083]
(5) Since the lower part of the steel drawer 2 is covered with a heat insulating material, there is no possibility of causing a thermal bridge problem. Moreover, since the size reduction of the steel large drawing 2 is achieved, the range covered with the heat insulating material may be small.
[0084]
(6) Since a hard heat insulating material is interposed at the joint between the steel draw 2 and the steel bundle 3, there is no possibility of causing a thermal bridge problem at the joint.
[0085]
(7) Since the large draw and the bundle are made of steel and they are subjected to a predetermined rust prevention treatment, it is not necessary to perform a special rust prevention treatment or ant proof treatment in the floor construction process. Therefore, the construction is simplified and the construction period is shortened.
[0086]
(8) From the above, it is possible to improve floor rigidity, improve floor durability, reduce costs, shorten delivery time, improve construction safety, and avoid environmental pollution.
[0087]
As mentioned above, although this invention has been demonstrated based on embodiment, this invention is not limited only to this embodiment, A various change is possible. For example, in this embodiment, the large thermal insulation member 4B is externally fitted to the lower part of the steel large pull 2, but depending on the required thermal insulation performance, for example, a dotted line in FIGS. As shown, the upper end surface 43 of the large drawing heat insulating member 4B is made to coincide with the upper surface 2c of the steel drawing 2, and the thickness of the floor base plate heat insulating material 4A is also made to coincide with the height of the steel drawing 2, and its heat insulating effect. You may make it raise. Or as shown in FIG. 24, the width | variety of the bundle receiving heat insulation member 24 is made larger than the width | variety of the steel drawing 2, and the floor base board material heat insulating material 4A is received in the part protruded from the steel drawing 2. It may be.
[0088]
In the embodiment, the floor structure is described by taking the example of the filling heat insulation method as an example, but it goes without saying that the floor structure of the basic heat insulation method can also be applied by removing the heat insulating member.
[0089]
【The invention's effect】
As described above in detail, according to the floor structure of the present invention, it is possible to obtain an excellent effect of preventing a decrease in floor rigidity, a floor noise, and the like caused by thinning, warping, and blowing.
[0090]
Further, according to the floor structure of the present invention, since the floor base member is supported by the two-legged floor support, an excellent effect that there is no possibility of causing environmental pollution can be obtained.
[0091]
Furthermore, according to the floor structure of this invention, the outstanding effect that a barrier-free floor can be simply provided at the time of extension and reconstruction is also acquired.
[0092]
Furthermore, according to the preferable form of this invention, since the heat insulation is given to the two-legged floor support and the floor base member is also insulated, the excellent effect of not causing the so-called thermal bridge problem can be obtained. .
[0093]
On the other hand, according to the construction method of the floor structure of the present invention, it is possible to obtain an excellent effect that the construction period can be shortened while improving the safety of construction of a conventional construction method house.
[Brief description of the drawings]
FIG. 1 is a perspective view of a floor structure according to an embodiment of the present invention.
FIG. 2 is an exploded sectional view showing a side joint portion of a floor base plate material.
FIG. 3 is a front view of a steel fork used in the same floor structure.
FIG. 4 is a front view of the steel bundle.
FIG. 5 is an exploded perspective view showing a member for large steel pulling.
6A and 6B are detailed views of the bundle attachment member, wherein FIG. 6A is a front view partially showing a cross section, and FIG. 6B is a plan view.
FIGS. 7A and 7B are three-side views of a steel pulling to which a bundle attaching member is attached, wherein FIG. 7A shows a front view, FIG. 7B shows a bottom view, and FIG. 7C shows a side view. Indicates.
FIGS. 8A and 8B are two views of a T bolt, wherein FIG. 8A shows a front view and FIG. 8B shows a bottom view.
FIG. 9 is a three-side view of a nut with a locking serration, wherein (a) shows a plan view, (b) shows a front view with a part in cross section, and (c) shows a bottom view. Show.
FIG. 10 is a cross-sectional view of the floor structure in a state where assembly is completed.
FIG. 11 is a front view of the floor base plate material heat insulating member receiving portion.
FIG. 12 is a side view of the figure.
FIG. 13 is a front view of a floor base plate material heat insulating member bracket.
FIG. 14 is a plan view of the same.
FIG. 15 is a side view of the same.
FIG. 16 is an explanatory diagram showing a construction procedure of a floor structure according to an embodiment of the present invention, and shows a state where a first-order shaft assembly is completed.
FIG. 17 is an explanatory diagram showing a construction procedure for a floor structure according to an embodiment of the present invention, and shows a state in which double-legged floor supports are arranged in the first row and the second row, respectively.
FIG. 18 is an explanatory diagram showing a construction procedure of a floor structure according to an embodiment of the present invention, and shows a state in which floor base plate heat insulating members are arranged in the first row and the second row.
FIG. 19 is an explanatory diagram showing a construction procedure of the floor structure according to one embodiment of the present invention, in which the floor base plate material is disposed on the floor base plate heat insulating member in the first row and the second row. Indicates.
FIG. 20 is an explanatory diagram showing a construction procedure of the floor structure according to one embodiment of the present invention, and shows a state in which the two-legged floor support is arranged in the second row and the third row, respectively.
FIG. 21 is an explanatory diagram showing a construction procedure of the floor structure according to one embodiment of the present invention, and shows a state in which the second floor base plate heat insulating member is arranged in the second row.
FIG. 22 is an explanatory diagram showing the construction procedure of the floor structure according to one embodiment of the present invention, showing a state in which the second floor base plate material is arranged in the second row.
FIG. 23 is a schematic view of an example of a modification of the floor structure of the present invention.
FIG. 24 is a schematic view of another example.
[Explanation of symbols]
1 Floor base plate
1a
1b Groove, small hole
2 Steel draw
23 Buffer film
23a Positioning mark, construction mark
24 Bundled insulation member
25 Bundle mounting member
3 Steel bundle
33 Base plate
34 Level adjustment bolt, T bolt
4 Insulation member
4A Floor base plate insulation
4B large pull insulation member
41 Notch
5 foundation
6 Floor base plate heat insulation member bracket, receiving member
K floor structure
B Cloth foundation
C pillar
S 2-legged floor support

Claims (29)

在来工法住宅の一階の床に適用される床構造であって、
床下地部材の前端部および/または後端部を2連脚床支持具の主部により支持し、
前記2連脚床支持具が、鋼製大引と、前記鋼製大引の底部両端に硬質の断熱部材を介して装着された一対の鋼製束とを備え、
前記鋼製大引が、底面を構成する第1材と、側および上面を構成する前記第1材より板厚の薄い第2材とを含んでなる
ことを特徴とする床構造。
A floor structure applied to the first floor of a conventional construction method house,
The front end portion and / or the rear end portion of the floor base member is supported by the main part of the double legged floor support,
The two-legged floor support includes a steel pull, and a pair of steel bundles attached to both ends of the bottom of the steel pull through hard heat insulating members,
Floor structure the steel Obiki, characterized in that it comprises a first material forming the bottom surface, and a thickness thin second material than the first material constituting the both sides and top.
床下地部材の側端部を2連脚床支持具の端部により支持してなることを特徴とする請求項1記載の床構造。  2. The floor structure according to claim 1, wherein a side end portion of the floor base member is supported by an end portion of a double legged floor support. 鋼製大引の底面および側面が断熱部材により被覆されてな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 bottom surface and the side surface of the steel steel are covered with a heat insulating member. 鋼製大引の側面全面が断熱部材により被覆されてな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 entire side surface of the steel pulling is covered with a heat insulating member. 床下地部材裏面に床下地部材断熱部材が配設されてな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 a floor base member heat insulating member is disposed on the back surface of the floor base member. 床下地部材断熱部材の前縁、側縁または後縁が、鋼製大引を被覆している断熱部材の上端面により支持されてなることを特徴とする請求項5記載の床構造。  6. The floor structure according to claim 5, wherein a front edge, a side edge or a rear edge of the floor base member heat insulating member is supported by an upper end surface of the heat insulating member covering the steel pulling. 鋼製大引を被覆している断熱部材の鋼製束が配設される個所には切欠きが設けられ、その切欠き部に硬質の断熱部材が配設されてなることを特徴とする請求項3記載の床構造。  A notch is provided in a place where a steel bundle of a heat insulating member covering a steel large drawing is provided, and a hard heat insulating member is provided in the notch. Item 3. The floor structure according to Item 3. 硬質の断熱部材の幅が鋼製大引の幅より広くされてな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 width of the hard heat insulating member is made wider than the width of the steel pulling. 鋼製大引の上面に緩衝用フィルムが貼付されてな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 a buffer film is attached to the upper surface of the steel pulling. 緩衝用フィルムに施工マークが付されてなることを特徴とする請求項9記載の床構造。  The floor structure according to claim 9, wherein a construction mark is attached to the buffer film. 鋼製大引の各面が補強されてな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 each surface of the steel pulling is reinforced. 鋼製束が、レベル調整ボルトと、該ボルトの昇降をロックするナットとを有してな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 steel bundle includes a level adjusting bolt and a nut that locks up and down of the bolt. 鋼製束が、レベル調整ボルトの頭部をロックするナットを有してなることを特徴とする請求項12記載の床構造。  The floor structure according to claim 12, wherein the steel bundle includes a nut for locking a head of the level adjusting bolt. ナットの端面に緩み防止加工がなされてなることを特徴とする請求項12記載の床構造。  The floor structure according to claim 12, wherein the end face of the nut is processed to prevent loosening. 鋼製大引が、鋼製束のレベル調整ボルトの頭部を格納する束取付け部材を有してなることを特徴とする請求項12記載の床構造。  The floor structure according to claim 12, wherein the steel draw is provided with a bundle attaching member for storing a head of the level adjusting bolt of the steel bundle. 束取付け部材がボルトの頭部の回転を禁止するストッパーを有してなることを特徴とする請求項15記載の床構造。  The floor structure according to claim 15, wherein the bundle attachment member has a stopper that prohibits rotation of the head of the bolt. ストッパーが、束取付け部材の頭部格納部側壁を内方に突出させることにより形成されてなることを特徴とする請求項16記載の床構造。  The floor structure according to claim 16, wherein the stopper is formed by projecting the side wall of the head storage portion of the bundle attachment member inward. 束取付け部材が、断熱部材受け部を有してなることを特徴とする請求項15記載の床構造。  The floor structure according to claim 15, wherein the bundle attaching member has a heat insulating member receiving portion. 断熱部材受け部により鋼製大引を被覆している断熱部材が支持されてなることを特徴とする請求項18記載の床構造。  19. The floor structure according to claim 18, wherein the heat insulating member covering the steel pulling is supported by the heat insulating member receiving portion. 鋼製大引を被覆している断熱部材の上端面の位置、同鋼製大引の上面との間に床下地部材断熱部材が配設されるようにされてなることを特徴とする請求項19記載の床構造。 The floor base member heat insulating member is arranged between the upper end surface of the heat insulating member covering the steel large member and the upper surface of the steel large member. Item 20. The floor structure according to Item 19 . 床下地部材断熱部材の前縁、側縁または後縁が、土台に配設された床下地部材断熱部材受け部材により支持されてなることを特徴とする請求項5記載の床構造。  6. The floor structure according to claim 5, wherein a front edge, a side edge or a rear edge of the floor base member heat insulating member is supported by a floor base member heat insulating member receiving member disposed on the base. 床下地部材が針葉樹合板とされてな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 base member is a softwood plywood. 床下地部材がさねはぎ構造により接合されてなることを特徴とする請求項22記載の床構造。  The floor structure according to claim 22, wherein the floor base member is joined by a tongue and groove structure. 前記接合が接着剤を用いてなされることを特徴とする請求項23記載の床構造。  The floor structure according to claim 23, wherein the joining is performed using an adhesive. 床下地部材を土台に固定する止め金具と、床下地部材を鋼製大引に固定する止め金具とが、同一タイプとされてなることを特徴とする請求項1記載の床構造。  2. The floor structure according to claim 1, wherein the stopper for fixing the floor base member to the base and the stopper for fixing the floor base member to the steel pull are made of the same type. 在来工法住宅の一階の床に適用される2連脚床支持具を有する床構造の施工方法であって、
前記2連脚床支持具が、鋼製大引と、前記鋼製大引の底部両端に硬質の断熱部材を介して装着された一対の鋼製束とを備え、
前記鋼製大引が、底面を構成する第1材と、側および上面を構成する前記第1材より板厚の薄い第2材とを含んでなり、
前記2連脚床支持具をその主部が床下地部材の前端部および/または後端部を支持する位置に配設する手順と、
床下地部材の前端部および/または後端部を2連脚床支持具の主部に支持する手順
とを含んでいることを特徴とする床構造の施工方法。
A construction method of a floor structure having a two-legged floor support applied to the floor of the first floor of a conventional construction method house,
The two-legged floor support includes a steel pull, and a pair of steel bundles attached to both ends of the bottom of the steel pull through hard heat insulating members,
The steel Obiki is, comprises a first material forming the bottom surface, and a thickness thin second material than the first material constituting the both sides and the top surface,
A procedure in which the main part of the two-legged floor support is disposed at a position where the main part supports the front end part and / or the rear end part of the floor base member;
And a procedure for supporting the front end and / or rear end of the floor base member on the main part of the two-legged floor support.
2連脚床支持具をその端部が床下地部材の側端部を支持する位置に配設する手順と、
床下地部材の側端部を2連脚床支持具の端部に支持する手順
とが付加されていることを特徴とする請求項26記載の床構造の施工方法。
A procedure for disposing the two-legged floor support at a position where the end supports the side end of the floor base member;
27. The method for constructing a floor structure according to claim 26, further comprising a step of supporting a side end portion of the floor base member on an end portion of the double legged floor support.
床下地部材を土台に固定する工具と、床下地部材を2連脚床支持具に固定する工具とが同一タイプとされていることを特徴とする請求項26記載の床構造の施工方法。  27. The floor construction method according to claim 26, wherein the tool for fixing the floor base member to the base and the tool for fixing the floor base member to the double-legged floor support are of the same type. 請求項1ないし請求項25のいずれか一項に記載の床構造を備えてなることを特徴とする住宅。  A house comprising the floor structure according to any one of claims 1 to 25.
JP2003201516A 2003-07-25 2003-07-25 Floor structure and construction method Expired - Fee Related JP3855078B2 (en)

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