JP2004124694A

JP2004124694A - Support column structure for double floor and construction method for double floor by the support column structure

Info

Publication number: JP2004124694A
Application number: JP2003144281A
Authority: JP
Inventors: Eiji Takagi; 高木　栄二; Tokuzo Kobayashi; 小林　徳三
Original assignee: OM Kiki Co Ltd
Current assignee: OM Kiki Co Ltd
Priority date: 2002-06-03
Filing date: 2003-05-22
Publication date: 2004-04-22

Abstract

<P>PROBLEM TO BE SOLVED: To provide a support column structure allowing the easy and quick laying work of a floor plate on a double floor and to provide a construction method for the double floor by the support column structure. <P>SOLUTION: This support column structure for the double floor supports the floor plate by letting it float from a foundation floor. The support column structure has a support column composed of an upper part fixing and supporting each corner of the floor plates which are laid all over and a lower part which is screw-fitted with the upper part, is put on the foundation floor, can rotate relative to the upper part by operation from above the floor plate, does not fall down even by attaching the floor plate to the upper part and detaching it from the upper part to remain independent, and has sufficient expansion. <P>COPYRIGHT: (C)2004,JPO

Description

【０００１】
【発明の属する技術分野】
本発明は、床板を基礎床から一定高さ浮かせて敷設し、基礎床との間に所要空間を確保する二重床の支柱構造及びこの支柱構造による二重床の施工方法に関するものである。
【０００２】
【従来の技術】
一般に、二重床の床板は、一辺の長さが５００ｍｍで厚みが２５ｍｍ程度の方形のものが多い。二重床は、ＯＡ機器等の設置に必要な配線を床下空間に収容できることから、オフィスルーム等の床構造に多く採用されている。二重床を構築する部屋の基礎床の波打ち（凹凸）は、高低差２０ｍｍから３０ｍｍ程度の粗悪な場合もあるが、通常は１ｍ^２　あたり２ｍｍ程度以下である。このため二重床は、床板を基礎床上に設置される支柱によって、例えば２５ｍｍ、５０ｍｍ等、所定高さ浮かせて支持し、レベル調整しながら敷設するものが主流である。これに用いる支柱は、個々の床板の各コーナー部に螺合した１本のボルト等で支持するタイプのものより、複数の床板の集合したコーナー部を、別体の支柱を用いてまとめて支持するようにした独立支柱タイプのものが、敷設操作が簡便であることから、比較的多く使用されている。
【０００３】
独立支柱タイプのものは、施工手順の点から見ると、床板を載設する前に支柱をレベル調整しながら基礎床に接着剤等で固着するもの（特開２０００−２５７２４３号公報）が一般的であるが、所要の床下空間（床高）の確保、レベル出し調整の煩雑さ、固着に要する養生期間及び手間もさることながら、接着剤の使用によって作業環境を悪化させたり、養生のため工期を遅らせたりするといった問題点を有する。更に、床高さの変更が必要になる等して支柱を取り替える場合、支柱が簡単、且つ、きれいに取り外せず、しかも、取り外した後に残った接着剤の除去や接着剤の除去によって抉られた基礎床の補修作業が必要となる問題点を有する。これらは、近年流行の、旧借り手が撤去時にスケルトン状態に復元し、新借り手が好みの二重床の種類や高さに入れ替える賃貸形態であるところの、所謂、スケルトン貸しオフィスビルにおいては非常に都合の悪いものであった。そこで、高さ調節機能を有して各床板の集合するコーナー部を固定構造によって支柱に対して上下から挟着固定し、支柱を基礎床に固定しない非固定独立支柱タイプのもの（特開２０００−２５７２４３公報）が提案されている。
【０００４】
【発明が解決しようとする課題】
特開２０００−２５７２４３公報記載の非固定独立支柱タイプのものは、何かと課題が多く、本来のフリーアクセスフロアーの観点から実用的ではない。何故なら、基礎床は必ずしも水平ではないため、施工の巧拙によっては配線に必要な床高の不足部分が発生するし、支柱を基礎床に固着しないと、床板と支柱、又は支柱と基礎床相互の隙間によりガタ付きが生じるから、この支柱は、ネジ部の長いネジ棒を用い、ガタの原因になる接地部と基礎床面との接触面積を減じて隙間を減らすために支柱の接地部の広がりを極端に小さくしている。よって、支柱は非常に安定性が悪く、自立しないから、床板を載せる際に倒れたりする。このため、支柱を先に置き敷いた後に床板を順次載置していく効率的な施工手順が採れず、床板の支柱への固定と敷き込みを同時に行う熟練を要する施工手順を採らざるを得ない。又、配線工事で床板を取り外した状態のときに支柱が倒れたり、床下空間が２５ｍｍ程度の低い二重床の場合に、レベル調整やガタツキ調整で下げ過ぎて床下のケーブルを傷つける事故が発生したりする等の懸念がある。加えて、この先行例の本来の目的は、支柱の接地部に釣鐘形をした弾性材からなる緩衝材を取り付け、この緩衝材を通常荷重では弾性材として機能させ、これを越えた重荷重では剛体として機能させることで、床板にかかる軽重の荷重を吸収しようとするものである。しかし、これによると、通常荷重である歩行の際に緩衝材の弾性変形によるふわふわ感が避けられないことになる。
【０００５】
【課題を解決するための手段】
以上の課題の下、本発明は、請求項１に記載した、床板を基礎床から浮かせて支持するための二重床用の支柱構造であって、この支柱構造が、敷き詰められる床板の各コーナー部を固定して支持する上部と、上部に螺合して基礎床上に置かれ、床板の上方からの操作で上部に対して回転可能で、且つ、上部への床板の着脱によっても倒れずに自立する十分な広がりを持つ下部と、からなる支柱を有していることを特徴とする二重床用の支柱構造を提供したものである。そして、この支柱構造による二重床の施工は、請求項８に記載した、支柱を床板に対応した基礎床の所定位置に置いて行き、次いで、床板を上部に固定する操作を所定の施工域で行った後、下部と基礎床との間に隙間が生じている支柱に対しては、床板の上方からの下部の回転操作で下部を基礎床に接地するまで下降させる方法をとることになる。
【０００６】
本発明に係る二重床用の支柱構造による二重床の施工法は、基礎床の所定位置に単に置き並べた支柱に対して床板を固定して行けばよいという効率的な施工手順をとることができる点を最大の特徴としている。このためには、床板を着脱するときにも、支柱を自立させておかなければならないが、これを本発明では、基礎床に接地する下部の広がりを床板の着脱では倒れずに自立する十分な広がりを有するものとすることで可能にしている。ここでの下部の十分な広がりとは、上部の広がりに対する相対的なもので、要は、上部に床板を着脱する程度の外力では倒れなければよいのであり、具体的には、請求項２に記載した、下部が、少なくとも、上部と同じかそれ以上の広がりを有するものであれば、これを充足する。即ち、下部の広がりが上部よりかなりの面で小さいと、基礎床の凹凸や傾斜で傾いた際、その重心が下部の外郭からはみ出て自立しなかったり、物の僅かな接触によって倒れたりするからである。尚、支柱を単に置き並べればよいことの利点は、上記の他に手間がかかって作業環境も悪化させる接着剤を不要にするし、支柱の強制的な取外し及びその後の基礎床の補修作業も不要にするという効果もある。従って、この施工法は、上記したスケルトン貸しの際のリニューアル等に最適である。
【０００７】
ところで、以上の機能が要求される下部は、請求項３に記載した、下部が、基礎床に接地する弾性材を取り付けた接地部と、接地部から起立する台部とからなるものが考えられる。これによると、最下位の接地部の広がりを上部と同じかそれ以上にしておけばよいことになる。
【０００８】
そして、支柱に対する床板の固定が終了した後は、基礎床の凹み等で支柱が床板の張力によって吊り上げられてその下部が基礎床に接地していない個所を探し（乗ったときの床板の下がり等で容易に判別できる）、床板の上方からの操作で支柱を基礎床に接地するまで下げればよい。この操作は、支柱に対する床板の固定を解いたりする必要はなく、床板を固定したままでできるのは上記したとおりである。反対に、基礎床が凸状態になっている個所では支柱が高すぎて床板が持ち上がっている場合もあるが、この場合は、床板の弾性変形等でこれが吸収できる場合が多い。但し、あまり極端な場合は、下部を上部に対して引き上げ、支柱を相対的に低くすればよい。
【０００９】
ところで、このように接地部の広がりが大きいと、上記した支柱の降下操作をしても（この操作をしない支柱も同様であるが）、接地部は基礎床に部分的に接地するだけのことがある。このようなとき、この床板の上を歩行したりすると、未接地部分が着地して音鳴りが発生したりする。そのため、請求項３のように、接地部に弾性材を取り付けておけば、これが防止できる。但し、この弾性材は、音鳴りを防ぐものであって、支柱を弾性支持するものではないから、ごく薄いもので足りる。
【００１０】
このような状態をできるだけ避ける意味からも、支柱の降下操作をするときには、支柱が基礎床と床板との間を十分に張るまで下げる必要がある。しかし、弾性材の摩擦係数は大きいから、これが僅かに基礎床に当たっただけで、接地部が重たくなって回転できなくなることがある。そこで、請求項３に記載した、台部が接地部に対して、又は接地部が弾性材に対して空回りできる構造であれば、下部（接地部）の回転時、弾性材が基礎床から受ける抵抗を、台部が接地部に対して、又は接地部が弾性材に対して空回りしてこれを吸収できるから、十分に降下させて未接地部分を少なくできる。
【００１１】
ところで、以上の台部については、請求項４に記載した、台部が棒状をしており、上部の中心に形成された貫通孔に螺合するもの、請求項５に記載した、台部が接地部と一体となったカップ形をしており、この台部に上部の外周に螺合するネジ部材が空回り不能に取り付けられているもの、請求項６に記載した、台部が接地部と一体となったカップ形をしており、この台部に上部の外周に螺合するネジ部材が空回り可能に取り付けられているものが考えられる。ところで、床板の上を人が歩いたりする繰り返し荷重がかかった場合、ネジ部材が緩んで（回転して）上部（床板）が下がることがある。こうなると、その個所で床板が下がり、床板のレベルが狂うことがある。
【００１２】
そこで、請求項７に記載した、上部とネジ部材及びネジ部材と台部とにそれぞれ相互に摺動する摺動部を形成し、この摺動部に、歩行等によって床板にかかる繰り返し荷重程度では回転を規制されるものの、上部の強制回転操作では弾性変形して回転が許容される上部回止め構造及び下部回止め構造を施すとすれば、この事態を防ぐことができる。但し、ネジ部材の上方からの強制回転のときには、この回転が許容されるものでなければならない。又、これら上部及び下部回止め構造の具体例として、請求項８に記載した、上部回止め構造及び下部回止め構造が、一方の摺動部には他方の摺動部に摺動する摺動体が形成され、他方の摺動部には摺動体に当接すると回転が規制される突起体が適当間隔おいて形成されたものが考えられる。この他、請求項９に記載した、台部とネジ部材との間にネジ部材の一定回転を規制するストッパを設けるとすると、ネジ部材を回し過ぎて上部（連結具）が外れてしまうといった事態を防止できる。
【００１３】
【発明の実施の形態】
以下、本発明の実施の形態を図面を参照して説明する。図１は本発明の第一並びに第二の実施の形態を示す二重床構造の斜視図であるが、第一の形態の二重床構造は、コンクリートスラブ等で構成される基礎床１と、基礎床１上に置かれる一定高さで、床板に対してプラス側、則ち、下部を上部に対して長くする側に高さ調整が可能な支柱２と、支柱２で支持される床板３とからなり、基礎床１と床板３との間に配線空間（所要空間）４が確保されるものである。尚、第二の形態の二重床構造は、壁１６際に発生するボーダー部の隙間を埋めるボーダー構造にも適用できるものであり、これについては後で詳述する。
【００１４】
図２は支柱２と固定具１４との関係を示す斜視図、図３は支柱２と床板３との関係を示す平面図、図４は図３中Ａ−Ａ相当断面図、図５及び図６は図３中Ｂ−Ｂ相当断面図であるが、支柱２は、基礎床１に接地する接地部５を持つ下部８と、床板３を支柱２上方で支持する支持板６ａを有する上部６からなっており、本例のものは、接地部５は平面視円形をした板体であり、この中心から上部にネジ部７ｂを持つ棒状の台部７を起立させて支持板６ａをその中心に穿設された貫通孔の内周に形成されたネジ部６ｂに螺合するとともに、この支持板６ａに床板３を水平方向に位置規制した状態で支持する連結具９を係合載置して支持部６に構成している。このとき、連結具９には、床板３を連結固定するための一定の間隙を形成する係止孔１０が形成されており、この係止孔１０に後述する固定具１４が挿入されて係止される。本例の場合、接地部５は支持板６ａに対して同程度又はそれ以上の広がりに形成されており、床板３の敷込み作業や床板３を取り外しての配線作業に際して支柱２が自立して倒れのないようにしている。ところで、この倒れがなければ、接地部５の広がりは支持板６ａの広がりよりも小さくてもよい。要は、床板３の着脱や物の僅かな接触等によっては支柱２が倒れなければよいのであり、この点で、接地部５の広がりが支持板６ａの広がりよりも少し程度小さい位では倒れることもない。
【００１５】
接地部５の外周にはゴムや軟質樹脂等からなるリング状の弾性体１１が取り付けられるが、本例では、接地部５の外周端部に弾性体１１の内向きコ字状断面をした取付基部１１ａを側方からの嵌込みによって装着している。この取付基部１１ａの外側のほぼ全周には、斜め下方に向けてヒレ部１１ｂを延設してクッション性を高めてガタツキ音を防いでいる。従って、基礎床１の傾きで接地部５の一部が多少浮いた状態でもガタツキはしない。尚、９０度毎に設けた切欠１１ｃは位置合わせの目印である。この弾性材１１は、接地部５が部分的又は全面的に着地した場合の音鳴りを防ぐのが主目的であって、支柱２を弾性支持するものではない。よって、その厚みはごく薄いものに設定してある。
【００１６】
図４に示すように、床板３は、支持部６に載置され、固定構造１２で係止固定されるが、具体的には、連結具９の上面に床板３の側面間に配置されて水平方向の位置規制を行う位置決め突部９ａとこの位置決め突部９ａの中心側に位置決め凹部９ｂをそれぞれ係止孔１０の外方に設けて床板３のコーナー部に形成した四半円形の床板係止辺３ａを嵌合させ、床板３を位置決めした状態で連結具９に載せ、４枚の床板３の床板係止辺３ａが合わさってできた落ち込み段部１３の切欠孔１３ａから連結具９の係止孔１０へ上端に鍔部が張出した円柱状の固定具１４を挿入するとともに、係止孔１０の内周面下端に形成した傾斜カム部１０ａに固定具１４外周下端の左右に設けた係止突起１４ａを係合させて床板３のコーナー部を締め付けるようにしている。傾斜カム部１０ａは、固定具１４の締め込み方向に下り勾配となる下向きの係止面を係止孔１０の円周方向に沿って設けたものであり、更に、その起点部分から上方に向けて固定具１４の係止突起１４ａが挿入可能なガイド溝１０ｂが設けられている。この目的の下では、連結具９は樹脂製のものが適し、位置決め凸部９ａや位置決め凹部９ｂの下方の内部には、下端に開口する内周面を有するぬすみを形成して重量を軽減したものが適する。
【００１７】
図５に示すように、固定具１４の係止突起１４ａの位置をガイド溝１０ｂに合わせて差し込んだ後、固定具１４を回転操作して係止突起１４ａを傾斜カム部１０ａに係止させると、一個の固定具１４で四個の床板３のコーナー部が同時に固定されることになる。このとき、固定具１４の上面は落ち込み段部１３から上方には突出しないようにして床板３の上面と高さが合わされている。尚、本例の係止突起１４ａは、左右２個所に設けられているから、これに対応して傾斜カム部１０ａも２箇所あり、固定具１４を約半回転させることで２ｍｍ程度の締め込み代となるよう設定しているが、係止突起１４ａを１個にして約１回転締め込みできるようにすれば倍の締め込み代が得られる。このように、カムによる締め付けをとったのは、ネジ等に比べて操作を迅速にするためである。
【００１８】
固定具１４の中心には上下方向に貫通した操作孔１４ｂが設けられており、上方からドライバー等の回転操作具１５を挿入し、台部７の上端に形成した嵌合部７ａに嵌合させて回転操作することにより、上部６と下部８の相対的な高さを上下調節可能としている。言うまでもなく、嵌合部７ａは回転操作具１５の形状に合わせて各種選択可能である。又、操作孔１４ｂの上部は固定具１４自身を回転操作するための六角レンチ等の工具が嵌合可能な形状に形成されているが、これも使用する工具に合わせて各種選択可能である。
【００１９】
以上の支柱２を用いて床板３を敷設するには、まず、上部６と下部８とを最大限捩じ込んで基準高さに設定（初期設定）した支柱２を基礎床１に配置する。この状態では、基礎床１の傾斜に沿って支柱２は僅か傾いた状態になるものの、接地部５が十分広いので自立する。次に、床板３のコーナー部を連結具９上に載置する。このとき、図４に示すように、床板３と連結具９の間に隙間が生じる個所もあるが、支柱２の各嵌合部分及び床板３が僅かにずれたり、弾性変形をしたりして傾き、連結具９に床板３が沿うことになる。連結具９には床板３の側面間に位置する位置決め突部９ａや位置決め凹部９ｂが設けられていて水平方向のズレが規制されるので、位置合わせに問題はなく、作業中に脱落することもない。
【００２０】
次に、固定具１４を係止孔１０内に挿入して締め込むと、床板３の弾性変形と隣接する床板３の目地部での折れ曲がりで基礎床１の凹凸や傾斜に沿った形に連結具９が床体３を引き寄せ、床板３相互が連結される。この床板３の弾性変形や目地部での折れ曲がりの程度は基礎床１の精度によって左右されるが、通常は床板３の上に敷かれるカーペットの上からでは目立たない僅かなものである。この場合、支柱２の接地部５は基礎床１に固定されていないのであるから、床板３の弾性変形と隣接する床板３の目地部での折れ曲がりが限界に達した箇所では、図５に示すように、支柱２の接地部５の一部または全体が床板３に引き寄せられて基礎床１から浮き上がった宙吊り状態になり、その上を歩くとコトコト音がしたり、ふわふわする感じがしたりする不具合個所が部分的に発生する。
【００２１】
そこで、同図に示すように、コトコト音やふわふわ感の発生する不具合個所の固定具１４の操作孔１４ｂから回転操作具１５を挿入し、その先端を台部７の嵌合部７ａに嵌合して回転させれば、支持板６ａは連結具９を介して床板３と回転規制されているから、接地部５が基礎床１に部分的に又は全面的に接地して床板３との間を十分に張った状態にするまで接地部５を下降させることができる。このとき、例えば、基礎床１の材質によっては弾性体１１との摩擦抵抗が大きかったり、基礎床１の凹凸が激しかったりすると、弾性体１１が引っ掛かって床板３を十分に張るまで回転させ難いことがあるから、接地部５に対して弾性体１１をある程度ガタを持たせたりして水平回転可能に取り付けて空回りできるようにしておくとよい。更に、接地部５に台部７の下端を抜出不能、且つ、相互に回転可能に取り付けておけば、いずれか抵抗の少ない部分で空回りすることになるから、回転操作がより確実なものとなる。言うまでもないが、これらは何れか一方であってもよい。
【００２２】
以上は、本発明の基本的な実施の形態であり、支柱２を初期設定するに際し、上部６と下部８とが当たるまで最大限に捩じ込むのは欠かすことのできない条件である。しかし、このとき、両者の間に、例えば、ゲージのようなものを挟み込んでおき、最大限捩じ込んだ位置が必ずしも両者が最接近する位置ではないようにしておく態様も考えられないではない。これによると、基礎床１が極度に高い地点の支柱２の下部８を上部６に対して上げる（床体３を下げること）操作も可能になり、レベル調整の選択肢が増す。但し、初期設定における上部６と下部８の捩じ込みはゲージに当たるまで行なうのは上記と同じであり、このとき、ゲージは簡単に抜き取ることができるようなものにしておくことで、操作に面倒さは加わらない。
【００２３】
このようにして敷設作業は完了するが、支柱２の接地部５は弾性体１１を介して部分的に接地するものがある。従って、この上を人が歩いたりして荷重がかかると、支柱２は弾性範囲内の変形をして接地することになるが、このとき、接地部５には弾性体１１が取り付けてあるから、ガタツキ音が発生したりしない。尚、このとき、理論的には床板３は僅かに落ち込むわけであるが、調整後の落ち込み量は床仕上げ材（カーペット等）の沈み量に比べても些少の１ｍｍ程度以下であるから、歩行感を損なうようなことはない。又、このとき、支柱２が床板３を下から十分に張っていると、たとえ、接地部５に未接地部分があっても、歩行等の通常荷重では、この未接地部分が接地しないままのこともある。
【００２４】
本発明の支柱２による施工法は、以上の説明のように、基礎床１上にただ単に設置することを基本とするが、部屋の広さや形状によっては、例えば、縦横一列を接着剤等によって固着して基準にしたり、高い耐震性能要求に応えて部分的に固着したりする場合がある。その場合の支柱２の例を図６の断面図で示す。本例のものは、弾性体１１を装着していない接地部５の中心に基礎床１から所定間隔浮き上がった状態となる上向きの張出部２２を形成し、この張出部２２に台部７の下端を抜出不能、且つ、相互に回転可能に取り付けたものである。これによると、接着剤２３で接地部５を基礎床１に固定した場合でも、台部７は回転操作具１５によって回転できるから、支柱２の高さ調整を行うことができる。この場合、接地部５に弾性体１１を取り付けておく必要はないが、取り付いたままであっても差し支えない。
【００２５】
図７も支柱２の他の例を示す断面図であるが、本例の台部７は、防火性能に優れて経年変化の少ない鋼板を亜鉛溶融メッキ処理等で防錆処理したものを絞り加工し、上面周縁からは胴部が下方へ延設され、下端は外方へ水平に折り返して接地部５としたカップ形をしているものである（接地部５が上部６に対して十分な広がりを有する点は変わらない）。台部７の上面は周囲が環状凸部２５に形成され、内側の凹部分の中心に回転操作具１５の先端が嵌合可能な嵌合部７ａを設けている。環状凸部２５の内側には内周面に雌ネジ部２６が形成されたリング状の樹脂製ネジ部材２７が装着されており、環状凸部２５の内周面でネジ部材２７が広がらないように受けて補強している。ネジ部材２７は環状凸部２５の内側に設けた係止孔２８に係合されて台部７と一体化されている（台部７に対して空回りできない）。
【００２６】
接地部５には軟質樹脂からなるリング状の緩衝部材（弾性材）１１が装着され、基礎床１の凹凸や傾斜によってガタツキ音が発生するのを防止している。緩衝部材１１は、内向きに開口した断面コ字状をした取付基部１１ａ内に接地部５の先端を挿入して取り付けを行う。取付基部１１ａの外周には斜め下方に向けてヒレ部１１ｂが形成され、クッション性が高められている。ヒレ部はほぼ全周に設けるが、９０度毎に切欠１１ｃを設けて位置合わせの目印としている。
【００２７】
本例の支柱２も、連結具９と固定具１４で床板３を強力に連結固定したままの状態で、操作孔１４ｂから回転操作具１５を挿入して台部７を回転させれば、前例同様に連結具９は床板３で回転規制されていることから、台部７に取り付けたネジ部材２７と連結具９の外周に形成された雄ネジ部３０によるネジ作用で台部７、即ち、下部８を基礎床１側に下降させることができる。図８も支柱２の他の例を示す断面図であるが、本例のものは、台部７の内周に上記したようなネジ部材２７を設けるのではなく、台部７（環状凸部２５）の内周に直接ネジを形成して連結部９の雄ネジ３０と螺合しているものである。
【００２８】
図９も支柱２の他の例を示す断面図であるが、本例のものは、上記したネジ部材２７を有する点は変わらないが、回転操作具１５との嵌合部２７ａがネジ部材２７に形成されている点、ネジ部材２７と環状凸部２５（台部７）の内周とは相対回転可能、即ち、ネジ部材２７は台部７に対して空回りができる点が異なるものである。従って、ネジ部材２７を単に載置しただけでは、台部７がネジ部材２７から落下してしまうから、ネジ部材２７の底面に垂直部３２ａとこれより外方に向く水平部３２ｂとでＬ字形をした突起３２を形成するとともに、台部７の中心に孔７ｃを形成して孔７ｃの外周をこの突起３２の水平部３２ｂに引っ掛けて一体化している。尚、図１０に示すように、本例の突起３２は１８０度間隔に対向して二個形成されているが、これに限定されるものではない。ネジ部材２７と台部７とは空回りできるといっても、台部７が基礎床１から浮き上がって抵抗がないときには、ネジ部材２７を回すと、台部７はネジ部材２７と一緒に回って下降する。しかし、台部７が基礎床１に接触して僅かでも抵抗が生ずると、ネジ部材２７のみが回転して台部７、すなわち接地部５をきつく基礎床１に押し付ける。台部７を回転操作する前例ものでは、接地部５が基礎床１に接すると、基礎床１の凹凸との関係で大きな操作力を要求されることがあるが、本例では、台部７を回転させる必要がないから、操作力がより軽くて済む他、接地部５の形状が回転に適した円状に特定されないのが特徴である。
【００２９】
ネジ部材２７の回転をいつまでも許容していると（基礎床１の凹凸は最大でも２ｍｍ位であるから、その必要もない）、接地部５が基礎床１に接した後も回転し続けてネジ部材２７と上部６との螺合が外れる場合がある。そこで、一定回転以上しないストッパを設けるのが適するが、本例では、上記した突起３２の垂直部３２ａと孔７とでストッパを構成している。図１０はこれを示す台部７とネジ部材２７との関係を示す断面図および底面図であるが、ネジ部材２７の底面に二つの突起３２と台部７の上面にこの突起３２の水平部３２ｂが引っ掛かる径の孔７ｃを形成しておくのは上述した。そこで、突起３２の垂直部３２ａにおける孔７ｃの中心からの距離を二つのもので変えておくとともに（水平部３２ｂの先端位置は孔７ｃの中心から同じ距離にしておく）、この孔７ｃに中心からの距離が短い方の垂直部３２ａは通過させるが、長い方の垂直部３２ａは衝突して通過させない突片３３を内方に向けて突設しておくのである。
【００３０】
そして、突片３３の近傍と対向する１８０度隔てた位置に両方の突起３２を弾性変形させて互いの距離を縮めた状態で挿入できる挿入用切欠３４を形成し、両方の突起３２を挿入することで、ネジ部材２７と台部７との結合を図っている（このとき、中心からの距離が長い方の垂直部３２ａを突片３３の傍の切欠３４に位置させる）。この場合、孔７ｃの周囲と突起３２の水平部３２ｂとの係合代は僅かでよく、中心からの距離が短い垂直部３２ａの長さは孔７ｃの周囲の肉厚よりも十分に長くしてガタがあってもよい。これによると、ネジ部材２７が約１８０度回転しても中心からの距離が短い垂直部３２ａは突片３３には当接せず、約３６０度回転すると、中心からの距離が長い方の垂直部３２ａが突片３３に衝突してそれ以上の回転が規制されることになる。よって、基礎床１の凹凸は最大でも２ｍｍ位であるから、ネジ部材２７の雌ネジ部２６に形成したネジのピッチをこれ位にしておけば、基礎床１のすべての凹凸を吸収できることになる。
【００３１】
図１１はストッパの他の例を示すものであるが、本例のものは、ネジ部材２７の上部を台部７の環状突部２５の外周から突出させるとともに、上部６の連結部９の外周付近から、下端にこの突出部分の内側に入り込む突出部３５ａを有する係合片３５を突出部分の外側を通って垂下させたものである。これにより、ネジ部材２７を回して台部７を下降させるとき、台部７が一定以上下降すると、係合片３５の突出部３５ａが突出部分の下面側に当たり、それ以上の下降を規制する。これによると、ネジ部材２７を３６０度以上に亘って回すことができるから、降下範囲を大きくとれる特徴がある。
【００３２】
図１２は支柱２の他の例を示す平面図、図１３は図１２中Ｃ−Ｃ断面図であるが、本例のものは、台部７としてアルミのダイキャスト製品をイメージしたものであり、ネジ部材２７を外ネジ、上部６の連結具９を内ネジにするとともに、台部７の外径を四角形にしたものである。また、本例のものは、上記した図６に示した接地部５を接着剤２３で固定する例に依っている。加えて、本例では、台部７の環状突部２５の四面に、上下に配線３６を通すことができる切込み３７を形成する他、その上方に位置する床板３にも、配線３６を上方に抜き出すための切欠３９を形成し、更にその間に位置する連結具９の対応する位置にも切欠を設け、床板３の上面とほぼ面一となる高さで切欠３９に突入して配線３６を通す際には切り離し可能な蓋３８で覆ってある。
【００３３】
ところで、以上において、上部６は、上部６で支持される床板３の上を人が歩いたりする繰り返し荷重がかかると、ネジ部材２７に対してネジが緩んで下がることがある。こうなると、床板３も下がり、その個所が凹陥した状態になって好ましくない。そこで、上部６とネジ部材２７との間に上部回止め構造を施すのが好ましい。図１４、図１５、図１６は上記した図９の例のものに上部回止め構造を施した説明図であるが、上部回止め構造は、上部６を構成する連結具９とネジ部材２７とに相互に摺動する摺動部を形成し、この摺動部に、上方からのネジ部材２７の強制回転では回転が許容されるが、繰り返し荷重等の低荷重では、当接して回転が規制される構成とする。具体的には、ネジ部材２７の上面に連結具９の内周面に摺接する摺動体４０を突設し、ネジ部材２７の内周面には、摺動体４０に干渉する突起体４１を形成したものである。この場合において、摺動体４０と突起体４１とは、その母材と同質の材質のもので一体成形しておくのが適し、そうすると、弾性変形可能なものになる。
【００３４】
これによると、ネジ部材２７の強制的な回転操作では、摺動体４０と突起体４１とは互いに弾性変形して乗越えが可能になるが、繰り返し荷重等では、この乗越えが不能になって回転が規制されるものとなる。この場合の摺動体４０は、所定の幅を有するもので対向して２カ所設け、突起体４１は、適当間隔おいて複数設けている。突起体４１の間隔が狭いと回転規制される範囲（角度）が小さくなるものの、乗越しの回数が増えて操作がやり難くなるから、４５°間隔で８個程度設けるのが適する。これによると、１回転で４ｍｍ調整できるとすれば、０．５ｍｍの範囲で緩みが規制できることになり、緩み止めとしては、十分である。
【００３５】
以上の回止め構造は、ネジ部材２７と下部８を構成する台部７との間にも下部回止め構造として設けられるのが好ましい。ネジ部材２７が台部７に対して回転しても、上記と同様な現象が生ずるからである。図１６、図１７は同じく図９の例のものに下部回止め構造を施したものであるが、この下部回止め構造は、両者の間に摺動部を形成し、一方には、摺動体４２を、他方には、突起体４３を形成する点は変わらない。只、本例では、摺動体４２として上記したストッパの突起３２の水平部３２ｂの先端を上方に折り曲げ、その上端面を台部７の上面に形成された孔７ｃの外周の裏面に摺接するもので構成している。一方、突起体４３は、この摺動体４２が摺動する個所に、台部７の孔７ｃの外周を下方に突起させたもので構成している。この場合における摺動体４２や突起台４３の材質、形状、個数については上記と同様にすればよい。
【００３６】
以上、カップ状の台部７を用いた例では、棒状の台部７のものに比べねじ径を大きく設定できることによってねじ山の大きな強度の高いもの（ねじピッチ４ｍｍ程度）にできるから、樹脂製のネジ部材２７や上部６が採用できる。この場合、前記したように台部７の上面周囲に形成した環状凸部２５の内周面でネジの部分が広がらないように受けて補強しているから安全性が高い。更に、ねじ径を固定具１４の外径よりも大きな床板３の底面が載る位置（ねじ有効径７０ｍｍ程度）に設定するとともに、接地部５を上部６と同程度の広がりに設定すれば、支柱２にかかる片荷重の影響を小さくできるし、ねじの緩みも生じ難い。
【００３７】
次に、支柱に床板を固定したままで接地部の高さを調節する本発明の構造をボーダー部（敷設域の端に残る床板の寸法以内の部分のこと）へ応用した事例を図１及び図８の断面図に示す。図８は図１中Ｄ−Ｄ断面図であるが、ボーダー用支柱１７は、床板に対応した連結具の形状が異なるものの、部材構成は基本的には支柱２と同じである。連結具９に相当する床板受け２０の上面側は、受パネル１８に合わせたフラット面で、中央は床板の孔と勘合する筒状部３１が突設されてそれに係止孔１０が開けられ、台部７の環状凸部２５の内周面には雌ネジ部２６を一体成形してある（図８）。接地部５には、軟質樹脂からなるリング状の緩衝部材１１が装着され、基礎床１の凹凸や傾斜によってガタツキ音が発生するのを防止している。
【００３８】
ボーダー用支柱１７の床板受け２０の筒状部３１に受けパネル１８の低段穴部１８ａを合わせた状態で受けパネル１８を載置し、固定具１４でボーダー用支持脚１７に固定する。この支柱１７も、固定具１４で締め付けたままの状態で操作孔１４ｂから回転操作具１５を挿入して台部７を回転させれば、台部７の雌ネジ部２７と床板受け２０の下部に一体成形された雄ネジ部３０とで接地部５を下降させることができる。
【００３９】
図１には、規格化された寸法の床板３と壁１６との間に派生するボーダー部への適用状況が示されている。本例の二重床構造は、壁１６際にボーダー用支柱１７で支持される受けパネル１８と、床板３を支持する支柱２と受けパネル１８とに亘って渡し掛けられる橋渡しパネル１９等からなり、受けパネル１８と橋渡しパネル１９との重なり代を調節して敷設することで、様々な幅のボーダー部に対応可能とした構造である。
【００４０】
橋渡しパネル１９は、金属板等で長方形に形成されたものであり、長辺の一方を補強及び床板３の厚みに揃える目的で下側に折り返して断面コ字形に屈曲させたパネル受部１９ａを備えており、このパネル受部１９ａの両端を支柱２で支持するに際し、ここに形成された切欠１９ｂが支柱２の連結具９の上面に突設された水平方向の位置決め突部９ｂに当接し、水平方向のずれが規制されるものとなっている。又、パネル受部１９ａ側の上面のコーナーには、連結具９の中央の位置決め凹部９ｂに嵌まり込む低段部１９ｃが形成され、床板３と共に固定具１４によって締め付け固定され、上下方向の動きも規制されるものとなっている。
【００４１】
受けパネル１８は、無機質ボード等からなる長方形板であり、短辺の両端をボーダー用支柱１７で支持される。この場合、ボーダー用支柱１７の部材構成は、基本的には支柱２と同じで、上面を構成する連結具９に相当する床板受け２０のみが異なる形状で床板に合わせている。具体的には、床板受け２０の上面側は、筒状部のみが突設されたフラット面で、受けパネル１８の短辺の一方には、その筒状部３１及び固定具１４を挿入して押圧固定できる低段穴部１８ａが形成されている。
【００４２】
この低段穴部１８ａをボーダー用支柱１７の中央に合わせて床板受け２０上に降ろし、固定具１４を低段穴部１８ａから挿入して係止孔１０の傾斜カム部１０ａに回転係止させると、受けパネル１８は、ボーダー用支柱１７に対して水平、上下方向の動きを規制されて固定される。尚、このとき、床板受け２０は、外径寸法の約３分の１に相当する部分が受けパネル１８の短辺から隣接する受けパネル１８側へ突出しており、隣の受けパネル１８はここで支持できるようになっている。この他、本例のボーダー用支柱１７はボーダー部の幅方向に２基ずつ並んで設けられている。
【００４３】
このように、受けパネル１８の短辺の他方をフリーでボーダー用支柱１７に載置することにより、隣接する受けパネル１８相互の位置が規制されないから、隣の受けパネル１８との継目の部分を折れ曲がらせた状態でボーダー用支柱１７を基礎床１上に設置することができる。従って、壁１６にうねりがあっても（通常壁１６側は大小のうねりがある）、受けパネル１８を１枚単位で壁に沿わせることができる。このとき、受けパネル１８の短辺と橋渡しパネル１９の短辺の位置を長手方向に互いにずらせておくと、橋渡しパネル１９が隣接する受けパネル１８間に跨がって架け渡されてビス等で固定されることになり、ボーダー用支持材１７に対して固定していない受けパネル１８の短辺側の浮き上がりやずれ等を防ぐ挟止ができる。又、橋渡しパネル１９と壁１６との間には、橋渡しパネル１９の板厚分の段差ができるから、この段差を橋渡しパネル１９と同じ厚みの樹脂板等の端板２４で埋めるのが好ましい。
【００４４】
ところで、上記各例において、支柱２やボーダー用支柱１７における接地部５は、支持部６と同程度の広がりを有するが、具体的に言えば、接地部５の外郭の一部又は全部は、支持部６の下方投影面からはみ出ていることが望ましい。こうすることで、各支柱２、１７の配置作業等に際して支持部６に物を当てたとき或いは床板３の敷込み作業等に際して支持部６の一部に床板３を載せて偏荷重にしたとき等、支柱２、１７が転倒し難い効果が期待できるからである。例えば、一辺５００ｍｍ角の床板３の場合、支持部６の直径は６０〜１００ｍｍ、接地部５の直径はそれよりも大きな範囲で７０〜１５０ｍｍ程度のものが適する。
【００４５】
【発明の効果】
以上、本発明に係る支柱構造によると、支柱を基礎床の所定位置に単に置き並べておき、次いで各支柱に対して床板を固定して行き、このとき、基礎床と支柱との間に隙間が生じている支柱に対してのみ、床板を支柱で支持したままの状態でその上方からの操作で支柱を下げて接地させればよいという効率的な施工手順をとることができる。そして、これにおいて、支柱を構成する下部は十分な広がりを有していて床板の着脱や物の僅かな接触といった程度では倒れたりしないから、これを起こしたりする作業は必要なく、敷設操作が簡単で迅速である。
【図面の簡単な説明】
【図１】本発明の第一並びに第二の実施の形態を示す二重床構造の斜視図である。
【図２】本発明の一例に係る支柱と固定具の関係を示す分解斜視図である。
【図３】本発明の一例に係る支柱と床板の関係を示す平面図である。
【図４】本発明の一例に係る支柱と床板の関係を示す図３のＡ−Ａ断面図である。
【図５】本発明の一例に係る支柱と床板の関係を示す図３のＢ−Ｂ断面図である。
【図６】本発明の他の一例に係る支柱と床板の関係を示す図３のＢ−Ｂ断面図である。
【図７】本発明の他の一例に係る支柱と床板の関係を示す断面図である。
【図８】本発明の他の一例に係る支柱と床板の関係を示す図１のＤ−Ｄ断面図である。
【図９】本発明の他の一例に係る支柱と床板の関係を示す断面図である。
【図１０】本発明の他の一例に係る支柱を構成する台部とネジ部材との関係を示す一部断面図及び底面図である。
【図１１】本発明の他の一例に係る支柱と床板の関係を示す断面図である。
【図１２】本発明の他の一例に係る支柱と床板の関係を示す平面図である。
【図１３】本発明の他の一例に係る支柱と床板の関係を示す図１２のＣ−Ｃ断面図である。
【図１４】本発明の一例に係る上部回止め構造の説明図である。
【図１５】本発明の一例に係る上部回止め構造を示す上部の一部破断平面図である。
【図１６】本発明の一例に係る上部回止め構造及び下部回止め構造を示す図１５のＥ−Ｅ断面図である。
【図１７】本発明の一例に係る下部回止め構造を示す下部と上部の一部断面図と底面図である。
【符号の説明】
１　　基礎床
２　　支柱
３　　床板
３ａ　床板係止片
４　　配線空間
５　　接地部
６　　上部
６ａ　支持板
６ｂ　ネジ部
７　　台部
７ａ　嵌合部
７ｂ　ネジ部
７ｃ　孔
８　　下部
９　　連結具
９ａ　位置決め突部
９ｂ　位置決め凹部
１０　係止孔
１０ａ　傾斜カム部
１０ｂ　ガイド溝
１１　弾性体
１１ａ　取付基部
１１ｂ　ヒレ部
１１ｃ　切欠
１２　固定構造
１３　落ち込み段部
１４　固定具
１４ａ　係止突起
１４ｂ　操作孔
１５　回転操作具
１６　壁
１７　ボーダー用支柱
１８　受パネル
１８ａ　低段穴部
１９　橋渡しパネル
１９ａ　パネル受部
１９ｂ　切欠
１９ｃ　低段部
２０　床板受け
２１　突起部
２２　張出部
２３　接着剤
２４　端板
２５　環状凸部
２６　雌ネジ部
２７　ネジ部材
２８　係止穴
２９　係止爪
３０　雄ネジ部
３１　筒状部
３２　突起
３２ａ　垂直部
３２ｂ　水平部
３３　突片
３４　挿入用切欠
３５ａ　突出部
３５　係合片
３６　電線
３７　切込み
３８　蓋
３９　切欠
４０　摺動体
４１　突起体
４２　摺動体
４３　突起体[0001]
TECHNICAL FIELD OF THE INVENTION
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a double-floor strut structure for laying a floor plate at a certain height from a foundation floor and securing a required space between the floor and the foundation floor, and to a method of constructing a double floor with this strut structure.
[0002]
[Prior art]
In general, the floorboard of the double floor is often a square having a side length of 500 mm and a thickness of about 25 mm. Double floors are often used for floor structures such as office rooms because double floors can accommodate wiring required for installation of OA equipment and the like in a space under the floor. The waving (unevenness) of the foundation floor of the room where the double floor is constructed may be rough, with a height difference of about 20 mm to 30 mm, but usually 1 m. ² It is about 2 mm or less per unit. For this reason, the mainstream of the double floor is such that the floorboard is supported at a predetermined height of, for example, 25 mm, 50 mm or the like by a column installed on the base floor, and is laid while adjusting the level. The pillars used for this purpose are different from those of the type that supports with one bolt screwed to each corner of each floorboard, and the corners where a plurality of floorboards are gathered are supported collectively using separate pillars. Relatively independent pillars are relatively widely used because they are easy to lay.
[0003]
From the standpoint of the construction procedure, the independent support type is generally fixed to the foundation floor with an adhesive or the like while adjusting the level of the support before placing the floorboard (Japanese Patent Laid-Open No. 2000-257243). However, in addition to securing the required underfloor space (floor height), complicated leveling adjustment, and the curing time and labor required for fixing, the use of adhesive deteriorates the working environment and the time required for curing. Has a problem that it is delayed. In addition, when replacing a pillar such as when the floor height needs to be changed, the pillar is simple and cannot be removed neatly, and the foundation that has been hollowed out by removing the adhesive remaining after removal and removing the adhesive There is a problem that floor repair work is required. These are very popular in the so-called skeleton rental office buildings, which are popular in recent years, in which the old borrower restores the skeleton state at the time of removal and the new borrower replaces it with the preferred double floor type and height. It was inconvenient. In view of this, a non-fixed independent column type having a height adjustment function and fixing the corners where the floorboards are assembled to the column from above and below by a fixing structure and not fixing the column to the foundation floor (Japanese Patent Laid-Open No. 2000-2000) -257243).
[0004]
[Problems to be solved by the invention]
The non-fixed independent support type described in JP-A-2000-257243 has some problems and is not practical from the viewpoint of the original free access floor. Because the foundation floor is not always horizontal, depending on the skill of construction, there may be insufficient floor height required for wiring, and if the pillar is not fixed to the foundation floor, the floor plate and the pillar or the pillar and the foundation floor Since the backlash is caused by the gap of this column, this pillar uses a long threaded threaded rod, and reduces the contact area between the grounding part causing the backlash and the foundation floor surface and reduces the gap to reduce the gap. The spread is extremely small. Therefore, the pillars are very unstable and do not stand alone, so they fall down when placing the floorboard. For this reason, an efficient construction procedure of sequentially placing the floorboards after laying the pillars first cannot be adopted, and a skilled construction procedure for simultaneously fixing and laying the floorboards on the pillars has to be adopted. Absent. Also, when the floor board was removed during wiring work, the pillars fell down, and if the underfloor space was a low double floor of about 25 mm, the level adjustment and rattling adjustment lowered too much and the cables under the floor could be damaged. There is a concern such as In addition, the original purpose of this prior example is to attach a bell-shaped cushioning material made of an elastic material to the contact portion of the pillar, and make this cushioning material function as an elastic material under normal load, and at a heavy load exceeding this, By functioning as a rigid body, an attempt is made to absorb light and heavy loads on the floorboard. However, according to this, a fluffy feeling due to the elastic deformation of the cushioning material cannot be avoided during walking, which is a normal load.
[0005]
[Means for Solving the Problems]
In view of the above problems, the present invention relates to a column structure for a double floor for supporting a floor plate by floating it from a foundation floor according to claim 1, wherein the column structure is provided at each corner of a floor plate to be laid. The upper part which fixes and supports the part, is screwed to the upper part and placed on the base floor, it can rotate with respect to the upper part by operation from above the floor plate, and it does not fall even when the floor plate is attached to or detached from the upper part It is intended to provide a support structure for a double floor, which has a support having a sufficiently independent lower portion and a support, and a support including the support. In the construction of the double floor by this support structure, the operation of placing the support at a predetermined position on the foundation floor corresponding to the floor plate and then fixing the floor plate to the upper portion according to claim 8 is performed in a predetermined construction area. After that, for columns that have a gap between the lower part and the foundation floor, a method of lowering the lower part until it touches the foundation floor by rotating the lower part from above the floor plate will be taken .
[0006]
The method of constructing a double floor using the strut structure for a double floor according to the present invention employs an efficient construction procedure in which a floor plate may be fixed to a strut simply placed and arranged at a predetermined position on a foundation floor. The biggest feature is that you can do it. For this purpose, when the floorboard is attached or detached, it is necessary to make the support stand independently.However, in the present invention, the spread of the lower part to be grounded to the base floor is sufficient to be able to stand by itself without falling down by attaching and detaching the floorboard. This is made possible by having an expanse. Here, the sufficient expansion of the lower part is relative to the expansion of the upper part. In short, it is sufficient that the lower part does not fall down with an external force enough to attach and detach the floor plate to the upper part. If the lower part described has at least the same or more extent than the upper part, this is satisfied. In other words, if the spread of the lower part is considerably smaller than the upper part, the center of gravity will protrude from the lower part of the outer floor and will not stand on its own when tilted due to unevenness or inclination of the base floor, or it will fall down due to slight contact of objects It is. In addition, the advantage of simply arranging the columns is that, in addition to the above, there is no need for an adhesive which takes time and also deteriorates the working environment, and the forcible removal of the columns and the subsequent repair work of the foundation floor are also required. There is also an effect of making it unnecessary. Therefore, this construction method is most suitable for the renewal or the like when lending the skeleton.
[0007]
By the way, it is conceivable that the lower part which requires the above functions comprises a grounding part described in claim 3 in which the lower part is provided with an elastic material which is grounded on the foundation floor, and a pedestal part which stands up from the grounding part. . According to this, the spread of the lowest ground portion may be equal to or larger than the upper portion.
[0008]
After the fixing of the floor plate to the support column is completed, search for a place where the support column is lifted by the tension of the floor plate in the dent of the base floor and the lower part is not grounded to the base floor (for example, when the floor plate falls when riding, etc.). It can be easily determined by pressing the support column from above the floorboard until it comes into contact with the base floor. In this operation, it is not necessary to release the fixing of the floor plate to the column, and the floor plate can be kept fixed as described above. Conversely, in places where the foundation floor is in a convex state, the support may be too high and the floorboard may be lifted, but in this case, it is often possible to absorb the floorboard by elastic deformation or the like. However, in a very extreme case, the lower portion may be raised with respect to the upper portion, and the column may be relatively lowered.
[0009]
By the way, if the spread of the grounding part is large, even if the above-mentioned pillar lowering operation is performed (the same applies to the pillar which does not perform this operation), the grounding part is only partially grounded to the foundation floor. There is. In such a case, if the user walks on the floorboard, an ungrounded portion lands and a sound is generated. Therefore, this can be prevented by attaching an elastic material to the grounding portion as in claim 3. However, since this elastic material prevents sound and does not elastically support the column, a very thin material is sufficient.
[0010]
In order to avoid such a state as much as possible, it is necessary to lower the column until the column is sufficiently stretched between the base floor and the floor panel when lowering the column. However, since the elastic material has a large friction coefficient, even if the elastic material slightly hits the foundation floor, the ground contact portion becomes heavy and may not be able to rotate. Therefore, if the base portion can rotate freely with respect to the grounding portion or the grounding portion with respect to the elastic material, the elastic material receives from the base floor when the lower portion (grounding portion) rotates. The resistance can be absorbed by the base portion rotating against the ground portion or the ground portion rotating against the elastic material, so that the resistance can be sufficiently lowered to reduce the ungrounded portion.
[0011]
By the way, as for the above-mentioned base part, the base part described in claim 4 has a rod shape and is screwed into a through hole formed in the center of the upper part. 7. The grounding portion is formed in a cup shape, and a screw member screwed to the outer periphery of the upper portion is attached to the base portion so that it cannot rotate freely. It is conceivable that an integrated cup shape is formed, and a screw member screwed to the outer periphery of the upper portion is attached to this base so as to rotate freely. By the way, when a person repeatedly walks on the floor plate, a screw member may be loosened (rotated) and the upper part (floor plate) may be lowered. When this happens, the floorboard will drop at that point and the level of the floorboard may go wrong.
[0012]
Therefore, a sliding portion that slides mutually on the upper portion, the screw member, and the screw member and the base portion is formed, and the sliding portion has a repetitive load applied to the floor plate by walking or the like. This situation can be prevented by providing an upper detent structure and a lower detent structure that are elastically deformed and allowed to rotate in the upper forced rotation operation, although the rotation is restricted. However, when the screw member is forcibly rotated from above, this rotation must be allowed. In addition, as a specific example of the upper and lower detent structures, the upper detent structure and the lower detent structure described in claim 8 are such that one sliding part slides on the other sliding part. It is conceivable that the other sliding portion is formed with protrusions at appropriate intervals, the rotation of which is restricted when the sliding member comes into contact with the sliding member. In addition, when a stopper for restricting constant rotation of the screw member is provided between the pedestal portion and the screw member according to the ninth aspect, a situation where the screw member is turned too much and the upper part (connector) comes off. Can be prevented.
[0013]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a perspective view of a double floor structure showing first and second embodiments of the present invention. The double floor structure of the first embodiment has a base floor 1 made of a concrete slab or the like. A support 2 having a constant height placed on the base floor 1 and having a height adjustable on the plus side with respect to the floor plate, that is, a side having a lower portion longer than the upper portion, and a floor plate supported by the support 2 The wiring space (required space) 4 is secured between the base floor 1 and the floorboard 3. The double floor structure according to the second embodiment can be applied to a border structure for filling a gap between border portions generated near the wall 16, which will be described later in detail.
[0014]
2 is a perspective view showing the relationship between the support 2 and the fixture 14, FIG. 3 is a plan view showing the relationship between the support 2 and the floor plate 3, and FIG. 4 is a sectional view corresponding to AA in FIG. 3, FIG. 6 is a cross-sectional view corresponding to line BB in FIG. 3. The support 2 has a lower portion 8 having a grounding portion 5 grounded to the foundation floor 1 and an upper portion 6 having a support plate 6 a for supporting the floor plate 3 above the support 2. In this embodiment, the grounding portion 5 is a plate having a circular shape in a plan view, and a bar-shaped base portion 7 having a screw portion 7b at an upper portion is erected from the center thereof so that the support plate 6a is positioned at the center thereof. A connecting member 9 is screwed onto a screw portion 6b formed on the inner periphery of a through hole formed in the support plate 6a and supports the floor plate 3 in a state where the position of the floor plate 3 is regulated in the horizontal direction. And the support portion 6. At this time, a locking hole 10 for forming a fixed gap for connecting and fixing the floor plate 3 is formed in the connecting tool 9. Is done. In the case of this example, the grounding portion 5 is formed so as to be substantially the same as or larger than the support plate 6a, and the support column 2 becomes independent during the work of laying the floor plate 3 and the wiring work with the floor plate 3 removed. I try not to fall down. By the way, if there is no fall, the spread of the grounding portion 5 may be smaller than the spread of the support plate 6a. The point is that it is only necessary that the column 2 does not fall down due to the detachment of the floor plate 3 or the slight contact of an object, and at this point, the spread of the ground contact portion 5 falls slightly smaller than the spread of the support plate 6a. Nor.
[0015]
A ring-shaped elastic body 11 made of rubber, soft resin, or the like is attached to the outer periphery of the grounding portion 5. In this example, the elastic member 11 is attached to the outer peripheral end of the grounding portion 5 by forming an inward U-shaped cross section. The base 11a is attached by fitting from the side. A fin portion 11b extends obliquely downward almost all around the outside of the mounting base portion 11a to enhance cushioning properties and prevent rattling. Therefore, rattling does not occur even when a part of the ground contact portion 5 is slightly floating due to the inclination of the base floor 1. The notch 11c provided every 90 degrees is a mark for alignment. The main purpose of the elastic member 11 is to prevent a noise when the grounding portion 5 lands partially or entirely, and does not elastically support the column 2. Therefore, the thickness is set to be very thin.
[0016]
As shown in FIG. 4, the floor plate 3 is placed on the support portion 6 and locked and fixed by the fixing structure 12. Specifically, the floor plate 3 is disposed between the side surfaces of the floor plate 3 on the upper surface of the connecting tool 9. A quarter-circle floor plate lock formed at the corner of the floor plate 3 by providing a positioning protrusion 9a for regulating the position in the horizontal direction and a positioning recess 9b at the center side of the positioning protrusion 9a outside the locking hole 10, respectively. The sides 3a are fitted, and the floorboard 3 is positioned on the connecting tool 9 in a state where the floorboard 3 is positioned. A cylindrical fixing tool 14 with a flange protruding at the upper end is inserted into the stop hole 10, and an engaging cam 10 a formed at the lower end of the inner peripheral surface of the locking hole 10 is provided on the right and left sides of the lower end of the fixing tool 14. Engage the stop projections 14a to tighten the corners of the floorboard 3 To have. The inclined cam portion 10a is provided with a downward locking surface that is inclined downward in the tightening direction of the fixing device 14 along the circumferential direction of the locking hole 10, and is further directed upward from its starting point. A guide groove 10b into which the locking projection 14a of the fixture 14 can be inserted is provided. For this purpose, the connecting member 9 is preferably made of resin, and the inside of the lower part of the positioning protrusion 9a and the positioning recess 9b is formed with a recess having an inner peripheral surface opening at the lower end to reduce the weight. Things are suitable.
[0017]
As shown in FIG. 5, after the locking projection 14a of the fixing tool 14 is inserted into the guide groove 10b, the fixing tool 14 is rotated to lock the locking projection 14a to the inclined cam portion 10a. Thus, the corners of the four floorboards 3 are simultaneously fixed by one fixing device 14. At this time, the height of the upper surface of the fixing device 14 is adjusted to the upper surface of the floor plate 3 so as not to protrude upward from the step 13. Since the locking projections 14a of this example are provided at two places on the left and right, there are also two inclined cam parts 10a corresponding to these. Although it is set to be a margin, double fastening margin can be obtained if one locking projection 14a is used so that it can be tightened by about one rotation. The reason why the cam is tightened is to make the operation quicker than with a screw or the like.
[0018]
An operation hole 14b penetrating in the vertical direction is provided at the center of the fixture 14, and a rotary operation tool 15 such as a screwdriver is inserted from above and is fitted into a fitting portion 7a formed at the upper end of the base 7. By performing the rotation operation, the relative height of the upper part 6 and the lower part 8 can be adjusted up and down. Needless to say, the fitting portion 7a can be variously selected according to the shape of the rotary operation tool 15. Further, the upper portion of the operation hole 14b is formed in a shape into which a tool such as a hexagon wrench for rotating the fixture 14 itself can be fitted, but this can be selected variously according to the tool to be used.
[0019]
In order to lay the floorboard 3 using the above-mentioned strut 2, first, the strut 2 in which the upper part 6 and the lower part 8 are screwed to the maximum and set to the reference height (initial setting) is arranged on the foundation floor 1. In this state, the support column 2 is slightly inclined along the inclination of the base floor 1, but is self-supporting because the ground contact portion 5 is sufficiently wide. Next, the corner portion of the floorboard 3 is placed on the connector 9. At this time, as shown in FIG. 4, there is a place where a gap is generated between the floor plate 3 and the connecting tool 9, but each fitting portion of the column 2 and the floor plate 3 are slightly shifted or elastically deformed. As a result, the floor plate 3 is inclined along the connecting tool 9. The connecting tool 9 is provided with positioning projections 9a and positioning recesses 9b located between the side surfaces of the floor plate 3, and the horizontal displacement is regulated. Therefore, there is no problem in the alignment, and the connecting tool 9 may fall off during the operation. Absent.
[0020]
Next, when the fixing device 14 is inserted into the locking hole 10 and tightened, the floor plate 3 is elastically deformed and bent at the joint portion of the adjacent floor plate 3 so as to be connected to the unevenness and inclination of the base floor 1. The tool 9 pulls the floor 3 and the floorboards 3 are connected to each other. The degree of the elastic deformation of the floorboard 3 and the degree of bending at the joints depend on the accuracy of the base floor 1, but is usually inconspicuous on a carpet laid on the floorboard 3. In this case, since the ground contact portion 5 of the column 2 is not fixed to the foundation floor 1, the portion where the elastic deformation of the floor plate 3 and the bending at the joint of the adjacent floor plate 3 reach the limit is shown in FIG. As described above, a part or the whole of the grounding portion 5 of the support column 2 is drawn to the floor plate 3 to be suspended in the air from the base floor 1, and when walking on it, a clicking sound or a fluffy feeling is felt. A defect is partially generated.
[0021]
Therefore, as shown in the figure, the rotary operation tool 15 is inserted from the operation hole 14b of the fixing tool 14 at the defective portion where the noise and fluffiness occur, and the tip thereof is fitted to the fitting portion 7a of the base 7. When the support plate 6a is rotated, the rotation of the support plate 6a with the floor plate 3 via the connector 9 is restricted. Can be lowered until the is fully stretched. At this time, for example, depending on the material of the base floor 1, if the friction resistance with the elastic body 11 is large or if the unevenness of the base floor 1 is severe, the elastic body 11 is caught and it is difficult to rotate the floor plate 3 until the floor plate 3 is sufficiently stretched. Therefore, it is preferable that the elastic body 11 is attached to the grounding portion 5 so that the elastic body 11 has a certain amount of backlash so that the elastic body 11 can be horizontally rotated so as to be able to rotate freely. Furthermore, if the lower end of the base portion 7 is attached to the ground portion 5 so as not to be pulled out and to be rotatable with respect to each other, any one of the portions having less resistance will be idle, so that the rotation operation is more reliable. Become. Needless to say, any one of these may be used.
[0022]
The above is a basic embodiment of the present invention, and it is indispensable that, when the support column 2 is initially set, the screw is maximally screwed until the upper portion 6 and the lower portion 8 hit each other. However, at this time, it is not impossible to think of a mode in which, for example, a gauge is sandwiched between the two so that the maximum screwed position is not necessarily the position where the two are closest to each other. . According to this, the operation of raising the lower portion 8 of the column 2 at the point where the base floor 1 is extremely high with respect to the upper portion 6 (lowering the floor 3) becomes possible, and the options for level adjustment increase. However, the screwing of the upper part 6 and the lower part 8 in the initial setting is the same as that described above until it hits the gauge. At this time, it is troublesome to operate by setting the gauge so that it can be easily removed. It doesn't add.
[0023]
The laying work is completed in this manner, but there are some grounding portions 5 of the support columns 2 that are partially grounded via the elastic body 11. Therefore, when a load is applied by a person walking on this, the column 2 deforms within the elastic range and comes into contact with the ground, but at this time, the elastic body 11 is attached to the grounding portion 5. No rattling noise occurs. At this time, theoretically, the floorboard 3 slightly drops, but the amount of fall after adjustment is less than about 1 mm, which is insignificant compared to the sinking amount of the floor finishing material (carpet, etc.). It doesn't hurt the feeling. In addition, at this time, if the strut 2 stretches the floor plate 3 sufficiently from below, even if there is an ungrounded portion in the grounding portion 5, the ungrounded portion remains ungrounded under normal load such as walking. Sometimes.
[0024]
As described above, the construction method using the strut 2 of the present invention is basically based on simply installing on the foundation floor 1. However, depending on the size and shape of the room, for example, a row and column may be arranged with an adhesive or the like. In some cases, they are fixed and used as a reference, or partially fixed in response to high seismic performance requirements. An example of the support 2 in that case is shown in a cross-sectional view of FIG. In this example, an upwardly extending portion 22 is formed at the center of the grounding portion 5 where the elastic body 11 is not mounted, and is formed so as to be raised from the base floor 1 by a predetermined distance. Are attached so that they cannot be pulled out and can rotate with each other. According to this, even when the grounding portion 5 is fixed to the base floor 1 with the adhesive 23, the base 7 can be rotated by the rotary operation tool 15, so that the height of the column 2 can be adjusted. In this case, it is not necessary to attach the elastic body 11 to the grounding portion 5, but the elastic body 11 may be kept attached.
[0025]
FIG. 7 is also a cross-sectional view showing another example of the column 2. The base 7 of this example is formed by drawing a steel plate which is excellent in fire-proof performance and has little aging by rust-proofing by zinc hot-dip coating or the like. The body extends downward from the periphery of the upper surface, and the lower end is horizontally folded outward to form a cup-shaped grounding portion 5 (the grounding portion 5 has a sufficient shape with respect to the upper portion 6). The point with the spread remains the same). The periphery of the upper surface of the base 7 is formed as an annular convex portion 25, and a fitting portion 7a to which the tip of the rotary operating tool 15 can be fitted is provided at the center of the inner concave portion. A ring-shaped resin screw member 27 having a female screw portion 26 formed on the inner peripheral surface is mounted inside the annular convex portion 25 so that the screw member 27 does not spread on the inner peripheral surface of the annular convex portion 25. Reinforced by receiving. The screw member 27 is engaged with a locking hole 28 provided inside the annular projection 25 and is integrated with the base 7 (the base 27 cannot idle).
[0026]
A ring-shaped cushioning member (elastic material) 11 made of a soft resin is attached to the grounding portion 5 to prevent rattling noise due to unevenness or inclination of the base floor 1. The shock-absorbing member 11 is mounted by inserting the tip of the grounding portion 5 into a mounting base 11a having an inward opening and having a U-shaped cross section. A fin portion 11b is formed obliquely downward on the outer periphery of the mounting base portion 11a to enhance cushioning. The fin portion is provided substantially all around, but a notch 11c is provided at every 90 degrees to serve as a mark for alignment.
[0027]
The support 2 of the present example can also be obtained by inserting the rotary operation tool 15 from the operation hole 14b and rotating the base 7 while the floor panel 3 is strongly connected and fixed by the connection tool 9 and the fixing tool 14, and the previous example is obtained. Similarly, since the rotation of the connector 9 is restricted by the floor plate 3, the base member 7, that is, the screw member 27 attached to the base member 7 and the male screw portion 30 formed on the outer periphery of the connector 9 act as a screw. The lower part 8 can be lowered to the base floor 1 side. FIG. 8 is also a cross-sectional view showing another example of the support column 2. In this example, instead of providing the above-described screw member 27 on the inner periphery of the base portion 7, the base portion 7 (annular convex portion) is used. A screw is formed directly on the inner periphery of 25) and screwed with the male screw 30 of the connecting portion 9.
[0028]
FIG. 9 is also a cross-sectional view showing another example of the support column 2. This embodiment is the same as that of the first embodiment except that the fitting member 27 a with the rotary operation tool 15 is provided with the screw member 27. In that the screw member 27 and the inner periphery of the annular projection 25 (the base 7) can be rotated relative to each other, that is, the screw member 27 can rotate freely with respect to the base 7. . Therefore, if the screw member 27 is simply placed, the base 7 will fall from the screw member 27. Therefore, the vertical portion 32a and the horizontal portion 32b facing outward from the bottom of the screw member 27 form an L-shape. In addition to forming the projection 32 formed with a hole, a hole 7c is formed in the center of the base 7 and the outer periphery of the hole 7c is hooked on the horizontal portion 32b of the projection 32 to be integrated. As shown in FIG. 10, two protrusions 32 of this example are formed facing each other at an interval of 180 degrees, but the present invention is not limited to this. Even though the screw member 27 and the base 7 can rotate freely, when the base 7 is lifted from the foundation floor 1 and there is no resistance, when the screw member 27 is turned, the base 7 rotates together with the screw member 27. Descend. However, when the base 7 comes into contact with the base floor 1 and a slight resistance is generated, only the screw member 27 rotates and presses the base 7, that is, the grounding portion 5 against the base floor 1 which is tight. In the previous example in which the pedestal 7 is rotated, when the ground contact portion 5 comes into contact with the base floor 1, a large operating force may be required due to the unevenness of the base floor 1. Since it is not necessary to rotate, the operation force is lighter, and the shape of the grounding portion 5 is not specified in a circle suitable for rotation.
[0029]
If the rotation of the screw member 27 is allowed forever (the unevenness of the foundation floor 1 is at most about 2 mm, it is not necessary), the screw continues to rotate even after the ground contact part 5 contacts the foundation floor 1. The screwing between the member 27 and the upper part 6 may be disengaged. Therefore, it is suitable to provide a stopper that does not exceed a certain rotation. In this example, the stopper is constituted by the vertical portion 32a of the projection 32 and the hole 7. FIG. 10 is a cross-sectional view and a bottom view showing the relationship between the base 7 and the screw member 27, showing two protrusions 32 on the bottom surface of the screw member 27 and the horizontal portion of the protrusion 32 on the upper surface of the base 7. The formation of the hole 7c having a diameter to which 32b is hooked is described above. Therefore, the distance from the center of the hole 7c in the vertical portion 32a of the projection 32 is changed by two (the tip of the horizontal portion 32b is set at the same distance from the center of the hole 7c), and the center of the hole 7c is The vertical portion 32a having a shorter distance from the upper portion is allowed to pass therethrough, while the longer vertical portion 32a is provided with a protruding piece 33 projecting inward which does not pass through due to collision.
[0030]
Then, an insertion notch 34 is formed at a position 180 degrees away from the vicinity of the protruding piece 33 so that both projections 32 can be elastically deformed and inserted in a state where the distance between them is reduced, and both projections 32 are inserted. In this way, the screw member 27 and the base 7 are connected (at this time, the vertical portion 32a having a longer distance from the center is located in the notch 34 near the protruding piece 33). In this case, the margin of engagement between the periphery of the hole 7c and the horizontal portion 32b of the projection 32 may be small, and the length of the vertical portion 32a having a short distance from the center is made sufficiently longer than the thickness around the hole 7c. There may be play. According to this, even when the screw member 27 rotates about 180 degrees, the vertical portion 32a whose distance from the center is short does not abut on the protruding piece 33, and when it rotates about 360 degrees, the vertical portion whose distance from the center is longer The portion 32a collides with the projecting piece 33 and further rotation is restricted. Therefore, since the unevenness of the basic floor 1 is at most about 2 mm, all the unevenness of the basic floor 1 can be absorbed by setting the pitch of the screws formed in the female screw portion 26 of the screw member 27 to this level. .
[0031]
FIG. 11 shows another example of the stopper. In the present example, the upper portion of the screw member 27 protrudes from the outer periphery of the annular projection 25 of the base portion 7 and the outer periphery of the connecting portion 9 of the upper portion 6. From the vicinity, an engaging piece 35 having a protruding portion 35a that enters the inside of the protruding portion at the lower end is hung down through the outside of the protruding portion. Accordingly, when the base 7 is lowered by rotating the screw member 27, when the base 7 is lowered by a certain amount or more, the protruding portion 35a of the engagement piece 35 hits the lower surface side of the protruding portion, and further lowering is restricted. According to this, since the screw member 27 can be turned over 360 degrees or more, there is a feature that the descending range can be widened.
[0032]
FIG. 12 is a plan view showing another example of the column 2, and FIG. 13 is a cross-sectional view taken along the line CC in FIG. 12. In this example, the base 7 is an image of an aluminum die-cast product. The screw member 27 is an external thread, the connecting member 9 of the upper part 6 is an internal thread, and the outer diameter of the base 7 is square. Further, this embodiment is based on the example in which the grounding portion 5 shown in FIG. In addition, in this example, notches 37 through which the wiring 36 can be passed up and down are formed on the four surfaces of the annular projection 25 of the base 7, and the wiring 36 is also placed on the floor plate 3 located above the notch 37. A notch 39 for extraction is formed, and a notch is further provided at a position corresponding to the connecting tool 9 located therebetween, and the notch 39 enters the notch 39 at a height substantially flush with the upper surface of the floor plate 3 and the wiring 36 passes therethrough. In some cases, it is covered with a detachable lid 38.
[0033]
By the way, in the above, when a repeated load is applied to the upper part 6 such that a person walks on the floor plate 3 supported by the upper part 6, the screw may be loosened and lowered with respect to the screw member 27. In this case, the floorboard 3 is also lowered, and the place is undesirably recessed. Therefore, it is preferable to provide an upper detent structure between the upper part 6 and the screw member 27. FIGS. 14, 15 and 16 are explanatory views in which the upper stop structure is applied to the example of FIG. 9 described above. The sliding part is formed so that the screw member 27 is allowed to rotate in the forced rotation of the screw member 27 from above, but the rotation is restricted by the contact with a low load such as a repeated load. Configuration. Specifically, a sliding member 40 that slides on the inner peripheral surface of the connecting member 9 is protruded from the upper surface of the screw member 27, and a projection 41 that interferes with the sliding member 40 is formed on the inner peripheral surface of the screw member 27. It was done. In this case, it is suitable that the sliding body 40 and the projection 41 are made of the same material as that of the base material and are integrally formed, so that the sliding body 40 and the projection 41 can be elastically deformed.
[0034]
According to this, in the forcible rotation operation of the screw member 27, the sliding body 40 and the protruding body 41 are elastically deformed with each other and can cross over. It will be regulated. In this case, the sliding body 40 having a predetermined width is provided at two locations facing each other, and a plurality of projections 41 are provided at appropriate intervals. If the interval between the projections 41 is small, the range (angle) in which the rotation is restricted becomes small, but the number of times of crossing increases and the operation becomes difficult. Therefore, it is suitable to provide about eight at 45 ° intervals. According to this, if it is possible to adjust 4 mm in one rotation, loosening can be restricted within a range of 0.5 mm, which is sufficient as a loosening prevention.
[0035]
It is preferable that the above-mentioned detent structure is also provided as a lower detent structure between the screw member 27 and the base 7 constituting the lower part 8. This is because the same phenomenon as described above occurs even if the screw member 27 rotates with respect to the base 7. FIGS. 16 and 17 show the example of FIG. 9 in which a lower stopper structure is provided. This lower stopper structure forms a sliding portion between the two members, and one of the sliding members includes a sliding member. The point of forming the protrusion 42 on the other hand and the protrusion 43 on the other hand remain unchanged. However, in this example, the tip of the horizontal portion 32b of the above-described stopper projection 32 is bent upward as the sliding member 42, and the upper end surface thereof is slidably in contact with the back surface of the outer periphery of the hole 7c formed on the upper surface of the base portion 7. It consists of. On the other hand, the projection 43 is formed by projecting the outer periphery of the hole 7c of the base 7 downward at a position where the slide 42 slides. In this case, the material, shape, and number of the sliding body 42 and the projection base 43 may be the same as described above.
[0036]
As described above, in the example using the cup-shaped base 7, the screw diameter can be set larger than that of the rod-shaped base 7, so that the screw can be made large and high in strength (screw pitch of about 4 mm). Of the screw member 27 and the upper part 6 can be adopted. In this case, as described above, since the screw portion is received and reinforced so as not to spread on the inner peripheral surface of the annular convex portion 25 formed around the upper surface of the base portion 7, safety is high. Further, if the screw diameter is set to a position where the bottom surface of the floor plate 3 is larger than the outer diameter of the fixture 14 (the effective screw diameter is about 70 mm), and the grounding portion 5 is set to be almost as wide as the upper portion 6, the support The influence of the one-side load applied to the screw 2 can be reduced, and loosening of the screw hardly occurs.
[0037]
Next, FIG. 1 shows an example in which the structure of the present invention in which the height of the ground contact portion is adjusted while the floor plate is fixed to the column is applied to a border portion (a portion within the size of the floor plate remaining at the end of the laying area). This is shown in the sectional view of FIG. FIG. 8 is a cross-sectional view taken along the line DD in FIG. 1. The strut 17 for the border is basically the same as the strut 2, though the shape of the connecting tool corresponding to the floorboard is different. The upper surface side of the floor plate receiver 20 corresponding to the connecting tool 9 is a flat surface corresponding to the receiving panel 18, and a cylindrical portion 31 that fits into the hole of the floor plate is protruded at the center, and the locking hole 10 is opened therethrough. A female screw portion 26 is integrally formed on the inner peripheral surface of the annular convex portion 25 of the base portion 7 (FIG. 8). A ring-shaped buffer member 11 made of a soft resin is attached to the grounding portion 5 to prevent rattling noise due to unevenness or inclination of the base floor 1.
[0038]
The receiving panel 18 is placed in a state where the low step hole portion 18 a of the receiving panel 18 is aligned with the cylindrical portion 31 of the floor plate receiver 20 of the border column 17, and is fixed to the border supporting leg 17 with the fixture 14. When the rotary operation tool 15 is inserted through the operation hole 14 b and the support 7 is rotated while the support 17 is still tightened by the fixing tool 14, the female screw 27 of the support 7 and the lower part of the floor plate receiver 20 are formed. The grounding portion 5 can be lowered by the male screw portion 30 integrally formed with the base member.
[0039]
FIG. 1 shows an application state to a border portion derived between a floor plate 3 and a wall 16 having standardized dimensions. The double-floor structure of the present example includes a receiving panel 18 supported by a pillar 17 on the side of the wall 16, a bridge panel 19 supported on the supporting column 2 supporting the floor panel 3 and the receiving panel 18, and the like. By adjusting the overlapping margin between the receiving panel 18 and the bridging panel 19, the receiving panel 18 and the bridging panel 19 are laid so that they can accommodate border portions of various widths.
[0040]
The bridging panel 19 is formed in a rectangular shape with a metal plate or the like, and has a panel receiving portion 19a which is bent downward and bent in a U-shape in cross section in order to reinforce one of the long sides and equalize the thickness of the floor plate 3. When supporting both ends of the panel receiving portion 19a with the column 2, the notch 19b formed here comes into contact with the horizontal positioning projection 9b protruding from the upper surface of the connecting tool 9 of the column 2. , Horizontal displacement is regulated. Further, a low step portion 19c which fits into the center positioning recess 9b of the connecting member 9 is formed at a corner of the upper surface on the side of the panel receiving portion 19a, and is fastened and fixed by the fixing member 14 together with the floor plate 3 to move in the vertical direction. Are also regulated.
[0041]
The receiving panel 18 is a rectangular plate made of an inorganic board or the like, and both ends of the short side are supported by the supporting pillars 17. In this case, the member configuration of the column support 17 is basically the same as that of the column 2, and only the floor plate receiver 20 corresponding to the connecting tool 9 constituting the upper surface has a different shape and is fitted to the floor plate. Specifically, the upper surface side of the floor plate receiver 20 is a flat surface on which only the cylindrical portion is protruded, and the cylindrical portion 31 and the fixture 14 are inserted into one of the short sides of the receiving panel 18. A low step hole 18a that can be pressed and fixed is formed.
[0042]
The lower step hole 18a is lowered onto the floor plate receiver 20 so as to be aligned with the center of the border column 17, and the fixture 14 is inserted through the lower step hole 18a to be rotationally locked on the inclined cam portion 10a of the locking hole 10. Then, the receiving panel 18 is fixed to the border column 17 with restricted horizontal and vertical movements. At this time, the floor plate receiver 20 has a portion corresponding to about one-third of the outer diameter dimension protruding from the short side of the receiving panel 18 to the adjacent receiving panel 18 side. It can be supported. In addition, two pillar posts 17 of this example are provided side by side in the width direction of the border portion.
[0043]
In this way, the other short side of the receiving panel 18 is placed free on the border support 17, so that the position of the adjacent receiving panel 18 is not restricted. The support pillar 17 can be installed on the base floor 1 in a bent state. Therefore, even if the wall 16 has undulations (usually, the wall 16 has large and small undulations), the receiving panel 18 can be made to follow the wall in units of one sheet. At this time, if the position of the short side of the receiving panel 18 and the position of the short side of the bridging panel 19 are shifted from each other in the longitudinal direction, the bridging panel 19 is bridged across the adjacent receiving panel 18 and is screwed with screws or the like. As a result, the receiving panel 18 that is not fixed to the border support member 17 can be pinched to prevent the short side of the receiving panel 18 from rising or shifting. In addition, since a step corresponding to the thickness of the bridging panel 19 is formed between the bridging panel 19 and the wall 16, it is preferable to fill this step with an end plate 24 such as a resin plate having the same thickness as the bridging panel 19.
[0044]
By the way, in each of the above examples, the grounding portion 5 in the column 2 or the bordering column 17 has the same extent as the support portion 6, but more specifically, a part or all of the outline of the grounding portion 5 is It is desirable that the projection protrudes from the lower projection plane of the support portion 6. By doing so, when an object is brought into contact with the support portion 6 when arranging the struts 2 and 17 or when the floor plate 3 is placed on a part of the support portion 6 when laying the floor plate 3 or the like and an uneven load is applied. This is because the effect that the columns 2 and 17 are hard to fall down can be expected. For example, in the case of the floor plate 3 having a side of 500 mm square, the diameter of the support portion 6 is preferably 60 to 100 mm, and the diameter of the ground portion 5 is more preferably about 70 to 150 mm.
[0045]
【The invention's effect】
As described above, according to the strut structure according to the present invention, the struts are simply placed at predetermined positions on the foundation floor, and then the floor plate is fixed to each strut, and at this time, a gap is formed between the foundation floor and the struts. It is possible to take an efficient construction procedure in which it is only necessary to lower the pillar by operation from above and ground the floor plate while the floorboard is supported by the pillar only for the generated pillar. And, in this, the lower part that constitutes the pillar is sufficiently wide and it does not fall down to the extent that the floor plate is attached or detached or slight contact with objects, so there is no need to do this work, and the laying operation is easy And quick.
[Brief description of the drawings]
FIG. 1 is a perspective view of a double floor structure showing first and second embodiments of the present invention.
FIG. 2 is an exploded perspective view showing a relationship between a support and a fixing device according to an example of the present invention.
FIG. 3 is a plan view showing a relationship between a support and a floor plate according to an example of the present invention.
FIG. 4 is a cross-sectional view taken along the line AA of FIG. 3, illustrating a relationship between a support and a floor panel according to an example of the present invention.
FIG. 5 is a sectional view taken along the line BB of FIG. 3 showing a relationship between a support and a floor plate according to an example of the present invention.
FIG. 6 is a sectional view taken along the line BB of FIG. 3, showing a relationship between a support and a floor plate according to another example of the present invention.
FIG. 7 is a cross-sectional view illustrating a relationship between a support and a floor plate according to another example of the present invention.
FIG. 8 is a cross-sectional view taken along line DD of FIG. 1, illustrating a relationship between a column and a floor plate according to another example of the present invention.
FIG. 9 is a cross-sectional view illustrating a relationship between a support and a floor plate according to another example of the present invention.
FIG. 10 is a partial cross-sectional view and a bottom view showing a relationship between a pedestal part and a screw member constituting a support according to another example of the present invention.
FIG. 11 is a cross-sectional view illustrating a relationship between a support and a floor plate according to another example of the present invention.
FIG. 12 is a plan view showing a relationship between a support and a floor plate according to another example of the present invention.
FIG. 13 is a cross-sectional view taken along the line CC of FIG. 12, illustrating a relationship between a support and a floor plate according to another example of the present invention.
FIG. 14 is an explanatory diagram of an upper detent structure according to an example of the present invention.
FIG. 15 is a partially broken plan view of an upper part showing an upper detent structure according to an example of the present invention.
FIG. 16 is a cross-sectional view taken along the line EE of FIG. 15 showing an upper detent structure and a lower detent structure according to an example of the present invention.
FIG. 17 is a partial cross-sectional view and a bottom view of a lower portion and an upper portion showing a lower stopper structure according to an example of the present invention.
[Explanation of symbols]
1 foundation floor
2 props
3 floorboards
3a Floor plate locking piece
4 Wiring space
5 Grounding part
6 Upper part
6a Support plate
6b screw part
7 bases
7a Fitting part
7b screw part
7c hole
8 Lower part
9 Connecting tools
9a Positioning protrusion
9b Positioning recess
10 Lock holes
10a Inclined cam section
10b Guide groove
11 Elastic body
11a Mounting base
11b Fin
11c notch
12 Fixed structure
13 Depressed step
14 Fixture
14a locking projection
14b Operation hole
15 Rotating operation tool
16 walls
17 Border support
18 Receiving panel
18a Low step hole
19 Bridge panel
19a Panel receiving part
19b notch
19c low step
20 Floorboard support
21 Projection
22 Overhang
23 Adhesive
24 End plate
25 annular convex
26 Female thread
27 Screw member
28 Lock hole
29 locking claw
30 Male thread
31 tubular part
32 protrusion
32a vertical part
32b horizontal part
33 projection
34 Notch for insertion
35a Projection
35 Engagement piece
36 electric wires
37 Cut
38 lid
39 Notch
40 sliding body
41 Projection
42 Sliding body
43 Projection

Claims

A support structure for a double floor for supporting a floor plate by floating it from a foundation floor, the support structure comprising an upper portion for fixing and supporting each corner portion of a floor plate to be spread, and a screw structure which is screwed to the upper portion to form a foundation. And a lower part which is placed on the floor, is rotatable with respect to the upper part by an operation from above the floor plate, and has a sufficiently widened lower part capable of standing on its own without falling down even when the floor plate is attached to or detached from the upper part. Pillar structure for double floors.

2. The double-floor post structure of claim 1, wherein the lower portion has at least the same extent as the upper portion.

The lower part is made up of a ground part with an elastic material attached to the foundation floor and a base standing up from the ground part. The support structure for a double floor according to claim 1 or 2, wherein the support structure is capable of idling.

The support structure for a double floor according to claim 3, wherein the base portion has a rod shape and is screwed into a through hole formed in the center of the upper portion.

4. The double-floor floor according to claim 3, wherein the base has a cup shape integrally formed with the grounding part, and a screw member screwed to the outer periphery of the upper part is attached to the base so as not to rotate freely. Support structure.

4. The double-floor floor according to claim 3, wherein the base has a cup shape integrated with the grounding part, and a screw member screwed to an outer periphery of the upper part is attached to the base so as to be able to rotate freely. Support structure.

The upper part and the screw member and the screw member and the base part are formed with a sliding part that slides on each other, and the rotation of the sliding part is restricted by a repeated load applied to the floor plate by walking or the like. 7. The double-floor support structure according to claim 6, wherein an upper detent structure and a lower detent structure which are elastically deformed and allowed to rotate in the forced rotation operation are provided.

In the upper detent structure and the lower detent structure, one of the sliding parts is formed with a sliding body that slides on the other sliding part, and the other sliding part is restricted from rotating when it comes into contact with the sliding body. 8. The support structure for a double floor according to claim 7, wherein the protrusions are formed at appropriate intervals.

The supporting structure for a double floor according to any one of claims 6 to 8, further comprising a stopper provided between the base portion and the screw member for restricting a constant rotation of the screw member.

A method for constructing a double floor by a support structure according to any one of claims 1 to 9, wherein the support method is to place a support at a predetermined position on a foundation floor corresponding to a floor plate, and then fix the floor plate to an upper portion. After the work has been performed in the prescribed construction area, lower the pillars that have a gap between the lower part and the foundation floor by rotating the lower part from above the floorboard until the lower part touches the foundation floor. A method of constructing a double floor by using a column structure for a double floor.