JP3789616B2 - Unit support leg and double floor construction method using the same - Google Patents

Unit support leg and double floor construction method using the same Download PDF

Info

Publication number
JP3789616B2
JP3789616B2 JP27040997A JP27040997A JP3789616B2 JP 3789616 B2 JP3789616 B2 JP 3789616B2 JP 27040997 A JP27040997 A JP 27040997A JP 27040997 A JP27040997 A JP 27040997A JP 3789616 B2 JP3789616 B2 JP 3789616B2
Authority
JP
Japan
Prior art keywords
floor
adhesive
contact base
support
base
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP27040997A
Other languages
Japanese (ja)
Other versions
JPH1193383A (en
Inventor
稔 山口
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Daikin Industries Ltd
Original Assignee
Daikin Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Daikin Industries Ltd filed Critical Daikin Industries Ltd
Priority to JP27040997A priority Critical patent/JP3789616B2/en
Publication of JPH1193383A publication Critical patent/JPH1193383A/en
Application granted granted Critical
Publication of JP3789616B2 publication Critical patent/JP3789616B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Floor Finish (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、建築物の二重床を構築する際に用いられるユニット支持脚と、それを用いた二重床の施工方法に関するものであり、特にユニット支持脚の基礎床への強固な固定に関するものである。
【0002】
【従来の技術】
従来、このような二重床を支持する装置としては、例えば特開平3-17348号や実開平4-116537号に、棒状脚部と該棒状脚部の上端部に上下調整可能に装着された受け板とからなるユニット支持脚により定尺の長方形及び/又は正方形の床パネルを支持する装置が開示されている。
【0003】
従来知られているユニット支持脚の一例は図13に示すとおりであり、ゴム,合成樹脂等の比較的硬質の弾性材料からなる接床基台(102)と、該接床基台(102)に回動自在に立設された支持ボルト(104)と、外周略中央部に側方に突設された環状の支持部(109)を有するレベル調整用ナット(108)と、中央部に上記レベル調整用ナット(108)の上部が嵌合される挿入孔(111)を有する正方形又は長方形の支持板(110)とから構成されている。
【0004】
支持ボルト(104)は、下端から上方に所定距離離間した位置外周面に側方に突出する環状の鍔部(105)が一体に設けられ、かつ鍔部(105)より上部にはネジ部が形成され、また鍔部(105)より下方の基端部(106)は円形断面の丸棒部に形成されている。また支持ボルト(104)の頂端面には回転用工具先端を嵌め込むための溝部(107)が形成されている。そして、支持ボルト(104)の基端丸棒部(106)を上記接床基台(102)の中央孔(103)に嵌挿することにより、支持ボルト(104)は鍔部(105)を支持部として接床基台(102)に回動自在に立設された状態となる。
【0005】
一方、支持板(110)の挿入孔(111)上部は面取りされて拡開されている。上記レベル調整用ナット(108)は該支持板(110)の挿入孔(111)に嵌合され、次いでその上部を拡開し、支持板挿入孔(111)の面取り部(112)に部分的に埋没させることによって、支持板(110)に強固に取り付けられる。それと共に、レベル調整用ナット(108)の上部には接着剤溜り(113)が形成される。尚、接着剤が流れやすいようにレベル調整用ナット(108)の内周ネジ部又は支持ボルト(104)の外周ネジ部には長手方向に1本又は数本の溝が形成されている。
【0006】
このようにして支持板(110)の挿入孔(111)に嵌合されたレベル調整用ナット(108)に支持ボルト(104)のネジ部上端部をねじ込むことによって、図13に示すようにユニット支持脚(101)が組み立てられる。尚、支持板(110)の上面には両面粘着シート(114)が貼着されるか、又は接着剤層が形成されている。
【0007】
このような構造のユニット支持脚(101)は、支持ボルト(104)の頂端面に設けられた溝部(107)にドライバー等の回転用工具の先端を嵌め込んで支持ボルト(104)を回転させると、レベル調整用ナット(108)が支持ボルト(104)に対して上下動し、支持板(110)や、支持板(110)に支持された床パネルの床面レベルを調整することができる。
【0008】
以上のようにして組み立てられたユニット支持脚(101)を用いて二重床を構築する場合の施工例は、例えば図14示すように、まず部屋壁又は間仕切り(121)の所定の高さに沿って際根太(又は根太ユニット)(112)を設け、そのうえに床パネル(123)の一辺を支持する。際根太(112)に接しない床パネル(123)の他の縁部は、所定ピッチで基礎床(コンクリートスラブ)(120)上に配置したユニット支持脚(101)に片持たせの状態で載せて取り付ける。ユニット支持脚(101)と床パネル(123)の取付は、支持板(110)上面に貼着した両面粘着シート(114)等を介して行い、床パネル敷設時に床パネル(123)を両面粘着シート(114)に圧着して仮固定しておく。支持板(110)の挿入孔(111)は床パネル(123)の縁部から露出した状態とし、この挿入孔(111)を通してドライバー等により支持ボルト(104)を回し、床パネル(123)の床面レベルを調整する。
【0009】
隣り合う床パネル(123)も同様に、ユニット支持脚(101)上に取り付けることにより所定面積施工する。床面レベルの調整後、床パネル(123)から支持板(110)に対して釘打ちし、床パネル(123)をユニット支持脚(101)に固定する。また、接着剤溜まり(113)から接着剤を注入し、レベル調整用ナット(108)と支持ボルト(104)とを接着,固定する。その後、必要に応じて床パネル(123)の上に捨張り合板(124)を敷設するか、あるいは隣接する床パネル(123)間の間隙を覆うように比較的剛性のある粘着テープを貼着した後、クッションフロアー,CFシート,絨毯,畳,木質フロアー材等の仕上げ材を敷設し、作業を完了する。
【0010】
【発明が解決しようとする課題】
ユニット支持脚(101)の基礎床(120)への固定は、ユニット支持脚(101)の接床基台(102)の下面に接着剤を塗布して基礎床(120)の所定の箇所に固着していた。そのため、二重床の施工性が悪く、施工時間が長くなると共に施工コストも増大する。
【0011】
また、一旦基礎床に接着してしまうと、床パネル敷設時等にユニット支持脚の位置を微調整しようとしてもユニット支持脚を移動させることができない。更には、接床基台(102)が高く不安定であると共に接着面積が小さいので基礎床との接着強度が弱いという問題点がある。
【0012】
そこで、基礎床への取付位置の調整が容易で、しかも基礎床に強固に固定できるユニット支持脚と、それを用いた二重床の施工方法が求められている。
【0013】
【課題を解決するための手段】
本発明の請求項1のユニット支持脚は、接床基台(1)と、上部にネジ部を有し接床基台(1)に回動自在に立設された支持支柱(20)と、支持支柱(20)の上部に螺合されたレベル調整ナット(41)を介して高さ調整自在に装着された支持板(42)とを有するユニット支持脚において、支持支柱(20)は軸方向の中空部(22)を有し、支持支柱(20)の下端部には側方に拡張された鍔部(21)が形成されており、接床基台(1)は鍔部(21)を保持するための押さえ部(2)を有しており、接床基台(1)の中央部には支持支柱(20)の中空部(22)に挿入される突起部(3)が備えられており、接床基台(1)は該突起部(3)の内側で上下に貫通する中央貫通孔(4)と、下面に設けられ前記中央貫通孔(4)と連通する主接着溝(6)と、上下に貫通し主接着溝(6)と連通する主アンカー孔(7)を有していることを特徴とする。
【0014】
支持支柱(20)の中空部(22)に接着剤(A)を流し込むと、中空部(22)を通って下方に移動した接着剤(A)により支持支柱(20)の下端部と接床基台(1)とが接着される。また、接着剤(A)は中央貫通孔(4)を通って主接着溝(6)に至り、接床基台(1)と基礎床とを接着する。更に、主アンカー孔(7)に入り込んだ接着剤(A)は接床基台(1)が基礎床から離れて浮き上がるのを防止するアンカー効果を発揮する。
【0015】
請求項2のユニット支持脚は、請求項1記載のユニット支持脚において、接床基台(1)は押さえ部(2)相互間の隙間又は押さえ部(2)の内側に上下に貫通する流入用貫通孔(9)と、下面に設けられ前記流入用貫通孔(9)と連通する副接着溝(8)と、上下に貫通し副接着溝(8)と連通する副アンカー孔(10)を有していることを特徴とする。
【0016】
これによれば、請求項1の場合に加えて、接床基台(1)と基礎床との接着面積を副接着溝(8)の分だけ大きくすることができ、副アンカー孔(10)によるアンカー効果も得られるため、接床基台(1)と基礎床との接着がより強固,確実なものとなる。
【0017】
請求項3のユニット支持脚は、請求項1又は請求項2記載のユニット支持脚において、外周側ほど幅が広く深さが浅い接着溝(56)を有することを特徴とする。
【0018】
これによれば、接床基台(1)と基礎床との総接着面積が大きくなり、特に接着強度に寄与する外周側ほど接着面積が大きくなるので、更に強固な接着を行うことができる。この接着溝(56)は接床基台の外周側に行くほど深さが浅くなっているので、外周部の強度が大きく低下することはなく、十分な強度を維持することができる。
【0019】
また、請求項4の二重床の施工方法は、基礎床上に請求項1,請求項2,又は請求項3のユニット支持脚を配置し、ユニット支持脚の支持板(42)に床パネルを載置した後、支持支柱(20)の上部から接着剤(A)を注入して支持支柱(20)と接床基台(1)、及び接床基台(1)と基礎床とを接着することを特徴とする。
【0020】
これによれば、従来のようにユニット支持脚を配置するに先立って接床基台(1)の裏面に接着剤を塗布しておかなくとも、ユニット支持脚にパネルを載置した後に支持支柱(20)の上部から接着剤(A)を注入するだけで、支持支柱(20)の中空部(22)を通った接着剤(A)が支持支柱(20)と接床基台(1)との間、及び接床基台(1)と基礎床との間に流入し、これらを接着することができる。
【0021】
請求項5の二重床の施工方法は、基礎床上に請求項1,請求項2,又は請求項3のユニット支持脚を配置し、ユニット支持脚の支持板(42)に床パネルを載置した後、支持支柱(20)の上部から接着剤(A)を注入すると共に接床基台(1)の主アンカー孔(7)に接着剤を注入することにより支持支柱(20)と接床基台(1)、及び接床基台(1)と基礎床とを接着することを特徴とする。
【0022】
これによれば、上記の施工方法に加えて、主アンカー孔にも接着剤を直接注入するので、接着剤の充填がより確実なものとなり、硬化した接着剤によるアンカー効果も得やすくなる。したがって、基礎床と接床基台との接着をより強固で確実なものとすることができる。
【0023】
【発明の実施の形態】
以下、本発明を好適な実施例を用いて説明する。
[実施例1]
図11は本実施例のユニット支持脚の正面図である。図中において(1)は基礎床と接する接床基台であり、(20)は支持支柱、(41)はレベル調整用ナット、(42)は支持板、(43)は両面粘着シートである。
【0024】
支持支柱(20)の上部に螺合されるレベル調整用ナット(41)、支持板(42)、両面粘着シート(43)は先述した従来のものを使用することができる。
【0025】
接床基台(1)はゴム、合成樹脂等の比較的硬質の弾性材料からなり、基礎床面にフィットし、かつ防振の機能を果たす。
【0026】
支持支柱(20)は軸方向に貫通する中空部を有している。支持支柱(20)は図11のように1本のパイプの上方にネジが切られたものでもよいが、図12のように中空の支持パイプに中空ボルトを取り付けたようなもの(30)を使用してもよい。支持支柱(20)の下端部には外周方向に突出した鍔部(21)が設けられている。
【0027】
図1は本実施例に用いる接床基台の平面図、図2は同じく底面図、図3は接床基台のa−a断面図、図4は接床基台のb−b断面図である。また、図5は接床基台の斜視図である。
【0028】
図中(2)は支持支柱(20)の鍔部(21)を保持するための押さえ部であり、(5)は鍔部を嵌め入れるために押さえ部(2)の内側に形成された凹部である。押さえ部(2)は同心円上に4箇所配されており、隣接する押さえ部(2)相互間には隙間が設けられている。
【0029】
(3)は接床基台(1)の略中央部に設けられた突起部であり、同心円上に4箇所配されており、隣接する突起部(3)相互間には隙間が形成されている。また、4箇所配された突起部(3)の中央部には接床基台(1)を上下方向に貫通する中央貫通孔(4)が設けられている。
【0030】
(6)は接床基台(1)の下面に設けられた主接着溝であり、中央貫通孔(4)と連通し、外周側に向かって放射状に延びている。(7)は主接着溝(6)と連通し接床基台(1)を上下に貫通する主アンカー孔である。
【0031】
(8)は接床基台(1)の下面に設けられた副接着溝であり、(9)は押さえ部(2)の内側又は押さえ部(2)相互間に上下方向に貫通するように設けられた流入用貫通孔であり副接着溝(8)と連通している。よって、押さえ部(2)内にあふれた接着剤は流入用貫通孔(9)を通って副接着溝(8)に流入するようになっている。副接着溝(8)は流入用貫通孔(9)より外周方向に延びて設けられている。
【0032】
副接着溝(8)は主接着溝(6)と異なり中央貫通孔(4)とは連通していない。これは中央まで連通する溝が多いと接床基台(1)の強度が弱くなってしまうためである。(10)は副接着溝(8)と連通し上下に貫通する副アンカー孔である。
【0033】
図6及び図7は接床基台(1)を床基礎に接着した状態を示した一部断面図である。図6の断面部分はa−a断面であり、図7の断面部分はb−b断面である。また、支持支柱(20)は上端部にドライバーと係合するためのドライバー溝(24)が形成されている。尚、支持支柱(20)を回転させることができれば、上端部形状は図6に示すものに限定されるものではなく、例えば、支持支柱の上端部にボックスレンチ等と係合するためのナット状の六角形頭部を形成したものでもよい。
【0034】
施工に際しては、まず支持支柱(20)の下端に接床基台(1)を取り付けておく。支持支柱(20)の下端部は周囲に突出した鍔部(21)が形成されており、この鍔部(21)を接床基台(1)の押さえ部(2)の内側に形成された凹部(5)に嵌め込んで取り付ける。この状態で支持支柱(20)は接床基台(1)に立設され、接床基台(1)に対して回動自在な状態となる。この状態で接床基台(1)の突起部(3)は支持支柱(20)の中空部(22)内に位置することになる。
【0035】
そしてユニット支持脚に床パネルを敷設するが、接着剤によるユニット支持脚の基礎床への固定は後の工程で行うので、敷設時には接床基台(1)の下面に接着剤を予め塗布しておく必要は無い。
【0036】
次いで、床面レベルの調整を行うが、支持支柱(20)は接床基台(1)に対して回動自在に立設されているので、支持支柱(20)をドライバー等で回転させることにより従来のように床面レベルを調整することができる。
【0037】
床面レベルを調整した後に床パネルをユニット支持脚に釘止めするが、床面レベル調整後又は、床パネル釘止め後に、レベル調整用ナット(41)の上部の接着剤溜まりから接着剤(A)を流し込む。
【0038】
支持支柱(20)の周囲に流入した接着剤は従来のようにレベル調整用ナットと支持支柱(20)とを接着,固定する。一方、支持支柱(20)の中空部(22)に流し込まれた接着剤(A)は支持支柱(20)の中空部(22)を通って接床基台(1)の突起部(3)に至る。
【0039】
よって、突起部(3)と支持支柱(20)内側との間、及び接床基台(1)上面の突起部(3)の周囲と支持支柱(20)底面との間に接着剤(A)が流入して、接床基台(1)と支持支柱(20)とが強固に固定される。
【0040】
又、接着剤(A)は突起部(3)の内側にある中央貫通孔(4)を通って接床基台(1)下面の主接着溝(6)に至る。そして、接着剤(A)は基礎床と主接着溝(6)との間に形成された空間を接床基台(1)の外周側に向かって流れて行く。
【0041】
主接着溝(6)は主アンカー孔(7)と連通しており、接着剤(A)として発泡性の接着剤を用いると、発泡により体積が増大した接着剤は図6に示すように主アンカー孔(7)を通って接床基台(1)の上面に吹き出すように盛り上がって硬化する。上面に盛り上がって硬化した接着剤(A)の径が主アンカー孔(7)の径より大きくなるようにすると、仮に接着剤(A)と接床基台(1)下面との間の接着がはずれて接床基台(1)が基礎床から浮き上がろうとしても、接床基台(1)は主アンカー孔(7)の上面周囲で硬化した接着剤に引っ掛かり浮き上がることができないというアンカー効果が得られる。
【0042】
また、突起部(3)相互間には隙間が設けられているため、支持支柱(20)の下端に達した接着剤(A)はこの隙間を通って接床基台(1)上面の突起部(3)より外側に溢れ出る。そして、接着剤(A)は流入用貫通孔(9)を通って接床基台(1)下面の副接着溝(8)に至り、基礎床と副接着溝(8)との間に形成された空間を接床基台(1)の外周側に向かって流れて行く。
【0043】
副接着溝(8)は副アンカー孔(10)と連通しており、接着剤(A)は図7に示すように副アンカー孔(10)を通って接床基台(1)の上面に盛り上がる。上面に盛り上がって硬化した接着剤(A)の径が副アンカー孔(10)の径より大きくなるようにすると、上記の主アンカー孔(7)の場合と同様に浮き上がり防止のアンカー効果が得られる。
【0044】
尚、本実施例では主アンカー孔(7)と副アンカー孔(10)の上部に上面側の径が大きくなるようなテーパーを設けている。この場合は、接着剤が接床基台(1)の上面に盛り上がらなくても、接着剤がアンカー孔(7),(10)のテーパー部分にまで入り込めばアンカー効果が得られる。
【0045】
このように支持支柱(20)の上端部より中空部(22)に接着剤を流し込んで硬化させると、下面の主接着溝(6)と副接着溝(8)に流れ込んだ接着剤(A)により接床基台(1)と基礎床とが広い面積で接着されると共に、アンカー効果により接床基台(1)は基礎床に強固に固定される。特に、接着剤(A)として発泡硬化する接着剤、例えば湿気硬化型の発泡ウレタン等を用いると、接床基台(1)と基礎床の間を隙間無く充填できるので好ましい。
【0046】
接着剤の種類によっては主接着溝(6),主アンカー孔(7),副接着溝(8),副アンカー孔(10)に十分充填されない場合があり、そのような場合やさらに確実な接着を行いたい場合には必要に応じて主アンカー孔(7)や副アンカー孔(10)から接着剤(A)を直接注入して充填しても良い。
【0047】
又、本実施例では主接着溝(6)の他に副接着溝(8)を設けたが、主接着溝(6)と主アンカー孔(7)により十分な取付強度が得られるような場合には、副接着溝(8)やそれに連通する流入用貫通孔(9),副アンカー孔(10)は必ずしも必要ではない。
【0048】
このようにユニット支持脚に床パネルを付設し、床面レベルの調整を行った後であってもユニット支持脚と基礎床との固定ができるため、従来のような施工に先立って接床基台(1)の取付位置を厳密に測定し、接床基台(1)下面に接着剤を塗って基礎床に接着しておくという手間のかかる作業が不要になる。よって、従来よりも容易且つ短時間で二重床の施工をすることが可能となる。尚、本発明の二重床は、マンション,木造住宅等の構造に関係なく使用することができる。
【0049】
[実施例2]
図8は本実施例に用いる接床基台の底面図であり、図9はその接床基台のa−a断面図である。
【0050】
基本的構成は実施例1と同様であるが、接床基台(51)の主接着溝(56)の形状が異なる。すなわち、本実施例では主接着溝(56)は接床基台(51)の外周側に行くほど幅が広くなると共に深さが浅くなっている。
【0051】
したがって、総接着面積が大きくなり、特に接着強度に寄与する外周側ほど接着面積が大きくなるので、更に強固な接着を行うことができる。しかも主接着溝(56)は接床基台(51)の外周側に行くほど深さが浅くなっているので、外周部の強度が大きく低下することはなく、十分な強度を維持することができる。
【0052】
尚、本実施例では主接着溝(56)を外周側に行くほどが幅が広くなると共に深さが浅くなる形状としたが、主接着溝(56)の代わりに副接着溝を同様の形状としてもよい。
【0053】
[実施例3]
図10は本実施例に用いる接床基台(61)の断面図である。本実施例も基本的構成は実施例1と同様であるが、接床基台(61)の主接着溝(66)の表面に凹凸(66a)が設けられている。これにより接着面積が増大すると共に接着剤の食いつきが良くなるため実施例1よりも強固な接着を行うことができる。その他の構成は実施例1と同様である。
【0054】
尚、押さえ部、突起部、接着溝、アンカー孔等の数,大きさ,形状等は必要に応じて適宜変更するとよく、上記各実施例に示したものに限定されるものではない。
【0055】
[剥離強度試験]
支持脚と床面との接着強度を調べるために以下に示すような試験を行った。接床基台の異なる3種のユニット支持脚をコンクリートブロックに実際の施工と同様に支持支柱の中空部に湿気硬化型発泡ウレタン接着剤を流し込み接着し、特殊合板日本農林規格の平面引っ張り試験に準じて試験した。試験に用いたユニット支持脚の接床基台は次の3種である。
(ア) 裏面に接着溝やアンカー孔を有さない接床基台
(イ) 突起部を有していない以外は実施例1と同じ接床基台
(ウ) 実施例1の接床基台
試験結果を表1に示す。
【0056】
【表1】

Figure 0003789616
【0057】
(イ)は(ア)と比較すると、剥離強度は約1.8倍に向上している。この場合、接床基台とコンクリートブロック(床面)との接着強度は裏面の接着溝やアンカー孔によって向上しているが、最終的には接床基台がコンクリートブロックから剥離する前に支持支柱が接床基台の押さえ部から離れたため、この部分の抜け止めを更に強化する必要がある。
【0058】
(ウ)は(ア)と比較すると、剥離強度は約2.5倍に向上している。この場合支持支柱は接床基台に強固に接着されており、最終的にはコンクリートブロック表面の剥離強度を示しており、大幅な剥離強度の向上が実現できた。
【0059】
【発明の効果】
以上述べたように本発明により、基礎床への取付位置の調整が容易で、しかも基礎床に強固に固定できるユニット支持脚と、それを用いた二重床の施工方法を提供することができた。
【図面の簡単な説明】
【図1】実施例1に用いる接床基台の平面図。
【図2】実施例1に用いる接床基台の底面図。
【図3】実施例1に用いる接床基台のa−a断面図。
【図4】実施例1に用いる接床基台のb−b断面図。
【図5】実施例1に用いる接床基台の斜視図。
【図6】接床基台を床基礎に接着した状態を示した一部断面図。
【図7】接床基台を床基礎に接着した状態を示した一部断面図。
【図8】実施例2に用いる接床基台の底面図。
【図9】実施例2に用いる接床基台のa−a断面図。
【図10】実施例3に用いる接床基台の断面図。
【図11】ユニット支持脚の正面図。
【図12】他の支持支柱を備えたユニット支持脚の正面図。
【図13】従来のユニット支持脚の部分断面図。
【図14】従来のユニット支持脚を用いて二重床の床パネルを施工した状態を示す破断斜視図。
【符号の説明】
(1) 接床基台
(2) 押さえ部
(3) 突起部
(4) 中央貫通孔
(5) 凹部
(6) 主接着溝
(7) 主アンカー孔
(8) 副接着溝
(9) 流入用貫通孔
(10) 副アンカー孔
(20) 支持支柱
(21) 支持支柱の鍔部
(22) 支持支柱の中空部
(23) 支持支柱のネジ部
(24) 支持支柱のドライバー溝
(A) 接着剤[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a unit support leg used when constructing a double floor of a building, and a method of constructing a double floor using the same, and particularly relates to a firm fixation of the unit support leg to a foundation floor. Is.
[0002]
[Prior art]
Conventionally, as a device for supporting such a double floor, for example, in Japanese Patent Laid-Open No. 3-17348 and Japanese Utility Model Laid-Open No. 4-116537, a bar-like leg portion and an upper end portion of the bar-like leg portion are mounted so as to be vertically adjustable. An apparatus for supporting a fixed rectangular and / or square floor panel by a unit support leg comprising a backing plate is disclosed.
[0003]
An example of a conventionally known unit support leg is as shown in FIG. 13, and includes a floor contact base (102) made of a relatively hard elastic material such as rubber and synthetic resin, and the floor contact base (102). A leveling nut (108) having a support bolt (104) erected in a freely rotatable manner, an annular support portion (109) projecting laterally at a substantially central portion of the outer periphery, and the above-mentioned at the central portion. A square or rectangular support plate (110) having an insertion hole (111) into which an upper portion of the level adjusting nut (108) is fitted is configured.
[0004]
The support bolt (104) is integrally provided with an annular flange (105) protruding laterally on the outer peripheral surface at a position spaced apart from the lower end by a predetermined distance, and a screw portion is provided above the flange (105). The base end portion (106) below the flange portion (105) is formed as a round bar portion having a circular cross section. Further, a groove portion (107) for fitting the tip of the rotary tool is formed on the top end surface of the support bolt (104). Then, by inserting the base end round bar portion (106) of the support bolt (104) into the center hole (103) of the floor-contact base (102), the support bolt (104) has the flange portion (105). As a support portion, it is in a state of being erected on the floor-contact base (102) so as to be rotatable.
[0005]
On the other hand, the upper portion of the insertion hole (111) of the support plate (110) is chamfered and expanded. The level adjusting nut (108) is fitted into the insertion hole (111) of the support plate (110), and then the upper part thereof is expanded, and the chamfered portion (112) of the support plate insertion hole (111) is partially expanded. It is firmly attached to the support plate (110) by being buried in. At the same time, an adhesive reservoir (113) is formed on the upper part of the level adjusting nut (108). Note that one or several grooves are formed in the longitudinal direction on the inner peripheral thread portion of the level adjusting nut (108) or the outer peripheral thread portion of the support bolt (104) so that the adhesive can easily flow.
[0006]
By screwing the upper end of the threaded portion of the support bolt (104) into the level adjustment nut (108) fitted in the insertion hole (111) of the support plate (110) in this way, the unit as shown in FIG. Support legs (101) are assembled. In addition, a double-sided pressure-sensitive adhesive sheet (114) is stuck on the upper surface of the support plate (110), or an adhesive layer is formed.
[0007]
The unit support leg (101) having such a structure rotates the support bolt (104) by fitting the tip of a rotating tool such as a screwdriver into the groove (107) provided on the top end surface of the support bolt (104). Then, the level adjusting nut (108) moves up and down with respect to the support bolt (104), and the floor level of the floor plate supported by the support plate (110) and the support plate (110) can be adjusted. .
[0008]
As shown in FIG. 14, for example, the construction example in the case of constructing a double floor using the unit support legs (101) assembled as described above, first, at a predetermined height of the room wall or the partition (121). A joist (or joist unit) (112) is provided along the side, and one side of the floor panel (123) is supported thereon. The other edge of the floor panel (123) that does not contact the joist (112) is placed in a cantilevered state on the unit support legs (101) placed on the foundation floor (concrete slab) (120) at a predetermined pitch. And attach. The unit support legs (101) and floor panel (123) are attached via a double-sided adhesive sheet (114) attached to the upper surface of the support plate (110), and the floor panel (123) is double-sided when the floor panel is laid. It is crimped to the sheet (114) and temporarily fixed. The insertion hole (111) of the support plate (110) is exposed from the edge of the floor panel (123), and the support bolt (104) is turned by a screwdriver or the like through the insertion hole (111), so that the floor panel (123) Adjust the floor level.
[0009]
Adjacent floor panels (123) are similarly constructed on a predetermined area by being mounted on the unit support legs (101). After adjusting the floor level, nailing is performed from the floor panel (123) to the support plate (110), and the floor panel (123) is fixed to the unit support leg (101). Further, an adhesive is injected from the adhesive reservoir (113), and the level adjusting nut (108) and the support bolt (104) are bonded and fixed. Then, if necessary, lay a plywood (124) on the floor panel (123), or apply a relatively rigid adhesive tape to cover the gap between adjacent floor panels (123). After that, finish materials such as cushion floors, CF sheets, carpets, tatami mats, and wooden floor materials are laid to complete the work.
[0010]
[Problems to be solved by the invention]
The unit support legs (101) are fixed to the foundation floor (120) by applying an adhesive to the bottom surface of the floor support base (102) of the unit support legs (101) at a predetermined location on the foundation floor (120). It was stuck. Therefore, the workability of the double floor is poor, the construction time becomes longer, and the construction cost increases.
[0011]
Also, once bonded to the foundation floor, the unit support leg cannot be moved even if the position of the unit support leg is finely adjusted when the floor panel is laid. Furthermore, there is a problem that the floor contact base (102) is high and unstable and the adhesive area is small, so that the adhesive strength with the base floor is weak.
[0012]
Therefore, there is a need for a unit support leg that can be easily adjusted to the mounting position on the foundation floor and that can be firmly fixed to the foundation floor, and a method for constructing a double floor using the same.
[0013]
[Means for Solving the Problems]
The unit support leg according to claim 1 of the present invention includes a floor contact base (1), and a support strut (20) which has a screw portion at an upper portion and is erected on the floor contact base (1) so as to be rotatable. In the unit support leg having a support plate (42) mounted so as to be adjustable in height via a level adjustment nut (41) screwed onto the upper portion of the support column (20), the support column (20) is a shaft. The support strut (20) has a hollow portion (22) in the direction, and a flange portion (21) extended laterally is formed at the lower end portion of the support column (20). ) And a protrusion (3) inserted into the hollow portion (22) of the support column (20) at the center of the floor-contact base (1). The floor contact base (1) is provided with a central through hole (4) penetrating vertically inside the protrusion (3), and a main adhesive that is provided on the lower surface and communicates with the central through hole (4). It has a groove (6) and a main anchor hole (7) penetrating vertically and communicating with the main adhesive groove (6).
[0014]
When the adhesive (A) is poured into the hollow part (22) of the support column (20), the adhesive (A) moved downward through the hollow part (22) and the bottom end of the support column (20) and the floor contact The base (1) is bonded. The adhesive (A) passes through the central through hole (4) and reaches the main adhesive groove (6), and bonds the floor contact base (1) and the foundation floor. Further, the adhesive (A) that has entered the main anchor hole (7) exhibits an anchoring effect that prevents the floor contact base (1) from being lifted away from the foundation floor.
[0015]
The unit support leg according to claim 2 is the unit support leg according to claim 1, wherein the floor contact base (1) flows vertically into the gap between the pressing parts (2) or inside the pressing part (2). Through-hole (9), a sub-adhesion groove (8) provided on the lower surface and communicating with the inflow-through through-hole (9), and a sub-anchor hole (10) penetrating vertically and communicating with the sub-adhesion groove (8) It is characterized by having.
[0016]
According to this, in addition to the case of claim 1, the bonding area between the floor contact base (1) and the foundation floor can be increased by the amount of the sub-adhesion groove (8), and the sub-anchor hole (10) Since the anchor effect is also obtained, the adhesion between the floor contact base (1) and the foundation floor becomes stronger and more reliable.
[0017]
The unit support leg according to claim 3 is characterized in that in the unit support leg according to claim 1 or 2, the outer peripheral side has an adhesive groove (56) that is wider and shallower.
[0018]
According to this, the total adhesion area between the floor contact base (1) and the foundation floor is increased, and in particular, the adhesion area is increased toward the outer peripheral side that contributes to the adhesive strength, so that stronger adhesion can be performed. Since the depth of the adhesive groove (56) becomes shallower toward the outer peripheral side of the floor-contact base, the strength of the outer peripheral portion is not greatly reduced, and sufficient strength can be maintained.
[0019]
According to a fourth aspect of the present invention, there is provided a method for constructing a double floor, wherein the unit support legs of claim 1, claim 2, or claim 3 are arranged on a foundation floor, and a floor panel is attached to a support plate (42) of the unit support legs. After mounting, inject adhesive (A) from the top of the support column (20) to bond the support column (20) and the floor contact base (1), and the floor contact base (1) and the foundation floor. It is characterized by doing.
[0020]
According to this, even if the adhesive is not applied to the back surface of the floor-contact base (1) prior to the placement of the unit support legs as in the prior art, the support columns are placed after the panel is placed on the unit support legs. Simply injecting the adhesive (A) from the top of (20), the adhesive (A) that passed through the hollow part (22) of the support column (20) becomes the support column (20) and the floor contact base (1). And between the floor contact base (1) and the foundation floor, and these can be bonded together.
[0021]
The construction method of the double floor of Claim 5 arrange | positions the unit support leg of Claim 1, Claim 2, or Claim 3 on a foundation floor, and mounts a floor panel on the support plate (42) of a unit support leg. And then injecting the adhesive (A) from the upper part of the support column (20) and injecting the adhesive into the main anchor hole (7) of the floor contact base (1) to contact the support column (20). The base (1) and the floor contact base (1) are bonded to the foundation floor.
[0022]
According to this, since the adhesive is directly injected into the main anchor hole in addition to the construction method described above, the adhesive is more reliably filled, and the anchor effect by the cured adhesive is easily obtained. Therefore, the adhesion between the foundation floor and the floor contact base can be made stronger and more reliable.
[0023]
DETAILED DESCRIPTION OF THE INVENTION
The present invention will be described below with reference to preferred embodiments.
[Example 1]
FIG. 11 is a front view of the unit support leg of this embodiment. In the figure, (1) is a floor contact base in contact with the foundation floor, (20) is a support column, (41) is a level adjustment nut, (42) is a support plate, and (43) is a double-sided adhesive sheet. .
[0024]
As the level adjusting nut (41), the supporting plate (42), and the double-sided pressure-sensitive adhesive sheet (43) screwed into the upper part of the supporting column (20), the conventional ones described above can be used.
[0025]
The floor-contact base (1) is made of a relatively hard elastic material such as rubber or synthetic resin, and fits to the foundation floor and functions as a vibration isolator.
[0026]
The support column (20) has a hollow portion penetrating in the axial direction. The support strut (20) may be threaded above one pipe as shown in FIG. 11, but a support bolt (30) with a hollow bolt attached to a hollow support pipe as shown in FIG. May be used. The lower end portion of the support column (20) is provided with a flange portion (21) protruding in the outer peripheral direction.
[0027]
FIG. 1 is a plan view of a floor contact base used in the present embodiment, FIG. 2 is a bottom view of the same, FIG. 3 is a cross-sectional view of the floor contact base aa, and FIG. 4 is a cross section of the floor contact base bb. It is. FIG. 5 is a perspective view of the floor contact base.
[0028]
In the figure, (2) is a pressing part for holding the flange part (21) of the support column (20), and (5) is a recess formed inside the pressing part (2) to fit the flange part. It is. The pressing parts (2) are arranged at four positions on a concentric circle, and a gap is provided between adjacent pressing parts (2).
[0029]
(3) are projections provided at the approximate center of the floor-contact base (1), and are arranged on four concentric circles, with a gap formed between adjacent projections (3). Yes. Further, a central through hole (4) penetrating the floor contact base (1) in the vertical direction is provided at the center of the four projecting portions (3).
[0030]
(6) is a main adhesive groove provided on the lower surface of the floor-contact base (1), communicates with the central through hole (4), and extends radially toward the outer peripheral side. (7) is a main anchor hole that communicates with the main adhesive groove (6) and penetrates the floor contact base (1) vertically.
[0031]
(8) is a sub-adhesion groove provided on the bottom surface of the floor-contact base (1), and (9) is so as to penetrate vertically inside the pressing part (2) or between the pressing parts (2). An inflow through-hole provided and communicates with the sub-adhesion groove (8). Therefore, the adhesive overflowing in the pressing portion (2) flows into the sub-adhesion groove (8) through the inflow through hole (9). The sub-adhesion groove (8) is provided so as to extend in the outer circumferential direction from the inflow through hole (9).
[0032]
Unlike the main adhesive groove (6), the secondary adhesive groove (8) does not communicate with the central through hole (4). This is because the strength of the floor contact base (1) becomes weak if there are many grooves communicating to the center. (10) is a sub-anchor hole communicating with the sub-adhesion groove (8) and penetrating vertically.
[0033]
6 and 7 are partial sectional views showing a state in which the floor contact base (1) is bonded to the floor foundation. 6 is an aa cross section, and the cross section of FIG. 7 is a bb cross section. The support strut (20) has a driver groove (24) for engaging with the driver at the upper end. If the support column (20) can be rotated, the shape of the upper end is not limited to that shown in FIG. 6, and for example, a nut shape for engaging the upper end of the support column with a box wrench or the like. A hexagonal head may be formed.
[0034]
At the time of construction, first, the floor contact base (1) is attached to the lower end of the support column (20). The lower end portion of the support column (20) is formed with a flange portion (21) protruding to the periphery, and this flange portion (21) is formed inside the pressing portion (2) of the floor-contact base (1). Fit into the recess (5). In this state, the support column (20) is erected on the floor contact base (1), and can be rotated with respect to the floor contact base (1). In this state, the protrusion (3) of the floor-contact base (1) is located in the hollow portion (22) of the support column (20).
[0035]
A floor panel is laid on the unit support legs, but since the unit support legs are fixed to the foundation floor with an adhesive in a later step, adhesive is applied in advance to the lower surface of the floor contact base (1) when laying. There is no need to keep it.
[0036]
Next, the floor level is adjusted, but the support column (20) is erected so as to be rotatable with respect to the floor contact base (1), so the support column (20) can be rotated with a screwdriver or the like. Thus, the floor level can be adjusted as in the conventional case.
[0037]
After adjusting the floor level, the floor panel is nailed to the unit support leg, but after adjusting the floor level or after fixing the floor panel, glue (A) from the adhesive pool on the top of the level adjustment nut (41). ).
[0038]
The adhesive flowing into the periphery of the support column (20) adheres and fixes the level adjusting nut and the support column (20) as in the prior art. On the other hand, the adhesive (A) poured into the hollow part (22) of the support column (20) passes through the hollow part (22) of the support column (20) and the protrusion (3) of the floor contact base (1). To.
[0039]
Therefore, the adhesive (A) between the protrusion (3) and the inside of the support column (20) and between the periphery of the protrusion (3) on the top surface of the floor contact base (1) and the bottom surface of the support column (20). ) Flows in, and the floor contact base (1) and the support column (20) are firmly fixed.
[0040]
Further, the adhesive (A) reaches the main adhesive groove (6) on the bottom surface of the floor-contact base (1) through the central through hole (4) inside the protrusion (3). The adhesive (A) flows through the space formed between the base floor and the main adhesive groove (6) toward the outer peripheral side of the floor contact base (1).
[0041]
The main adhesive groove (6) communicates with the main anchor hole (7). When a foaming adhesive is used as the adhesive (A), the adhesive whose volume is increased by foaming is as shown in FIG. It rises and hardens so as to blow through the anchor hole (7) and onto the upper surface of the floor contact base (1). If the diameter of the adhesive (A) raised and hardened on the upper surface is larger than the diameter of the main anchor hole (7), the adhesion between the adhesive (A) and the bottom surface of the flooring base (1) is temporarily reduced. The anchor that the floor contact base (1) cannot be lifted by being caught by the hardened adhesive around the upper surface of the main anchor hole (7) even if the floor contact base (1) is lifted off the foundation floor. An effect is obtained.
[0042]
In addition, since there is a gap between the protrusions (3), the adhesive (A) that has reached the lower end of the support column (20) passes through this gap and the protrusion on the upper surface of the floor contact base (1). It overflows outside from part (3). Then, the adhesive (A) passes through the inflow through hole (9) and reaches the sub-adhesion groove (8) on the bottom surface of the floor-contact base (1), and is formed between the base floor and the sub-adhesion groove (8). It flows toward the outer peripheral side of the floor contact base (1) through the space created.
[0043]
The sub-adhesion groove (8) communicates with the sub-anchor hole (10), and the adhesive (A) passes through the sub-anchor hole (10) to the upper surface of the floor contact base (1) as shown in FIG. It gets excited. If the diameter of the adhesive (A) that is raised and hardened on the upper surface is larger than the diameter of the secondary anchor hole (10), the anchor effect of preventing the lifting can be obtained as in the case of the main anchor hole (7). .
[0044]
In the present embodiment, a taper is provided in the upper part of the main anchor hole (7) and the sub-anchor hole (10) so that the diameter on the upper surface side becomes larger. In this case, even if the adhesive does not rise on the upper surface of the floor contact base (1), the anchor effect can be obtained if the adhesive enters the tapered portions of the anchor holes (7) and (10).
[0045]
In this way, when the adhesive is poured into the hollow portion (22) from the upper end of the support column (20) and cured, the adhesive (A) flows into the main adhesive groove (6) and the sub-adhesive groove (8) on the lower surface. As a result, the floor contact base (1) and the base floor are bonded to each other over a wide area, and the floor contact base (1) is firmly fixed to the base floor by the anchor effect. In particular, it is preferable to use an adhesive that foams and cures as the adhesive (A), such as moisture-curing urethane foam, because the space between the floor contact base (1) and the base floor can be filled without any gap.
[0046]
Depending on the type of adhesive, the main adhesive groove (6), main anchor hole (7), secondary adhesive groove (8), and secondary anchor hole (10) may not be filled sufficiently. If desired, the adhesive (A) may be directly injected and filled from the main anchor hole (7) or the sub-anchor hole (10) as necessary.
[0047]
In this embodiment, the sub-adhesive groove (8) is provided in addition to the main adhesive groove (6), but sufficient mounting strength can be obtained by the main adhesive groove (6) and the main anchor hole (7). However, the sub-adhesion groove (8), the inflow through hole (9) and the sub-anchor hole (10) communicating therewith are not necessarily required.
[0048]
Even after the floor panel is attached to the unit support legs and the floor level is adjusted, the unit support legs and the foundation floor can be fixed. This eliminates the time-consuming work of measuring the mounting position of the base (1) strictly and applying an adhesive to the bottom surface of the floor-to-floor base (1) and bonding it to the foundation floor. Therefore, it is possible to construct a double floor more easily and in a shorter time than conventional. In addition, the double floor of this invention can be used irrespective of structures, such as an apartment and a wooden house.
[0049]
[Example 2]
FIG. 8 is a bottom view of the floor contact base used in this embodiment, and FIG. 9 is a cross-sectional view taken along the line aa of the floor contact base.
[0050]
Although the basic configuration is the same as that of the first embodiment, the shape of the main bonding groove (56) of the floor contact base (51) is different. That is, in this embodiment, the width of the main bonding groove (56) becomes wider and the depth becomes shallower toward the outer peripheral side of the floor contact base (51).
[0051]
Therefore, the total adhesion area is increased, and the adhesion area is particularly increased on the outer peripheral side that contributes to the adhesion strength, so that stronger adhesion can be performed. Moreover, since the depth of the main bonding groove (56) becomes shallower toward the outer peripheral side of the floor contact base (51), the strength of the outer peripheral portion is not greatly reduced, and sufficient strength can be maintained. it can.
[0052]
In this embodiment, the main adhesive groove (56) has a shape that becomes wider and shallower as it goes to the outer peripheral side, but instead of the main adhesive groove (56), the sub-adhesive groove has the same shape. It is good.
[0053]
[Example 3]
FIG. 10 is a cross-sectional view of the floor-contact base (61) used in this embodiment. The basic configuration of this embodiment is the same as that of the first embodiment, but the surface of the main adhesive groove (66) of the floor-contact base (61) is provided with irregularities (66a). As a result, the adhesion area increases and the biting of the adhesive is improved, so that stronger adhesion than in Example 1 can be performed. Other configurations are the same as those of the first embodiment.
[0054]
It should be noted that the number, size, shape, etc. of the pressing portions, protrusions, adhesive grooves, anchor holes, etc. may be appropriately changed as necessary, and are not limited to those shown in the above embodiments.
[0055]
[Peel strength test]
In order to examine the adhesive strength between the support leg and the floor surface, the following test was conducted. Three types of unit support legs with different floor contact bases are applied to concrete blocks in the same way as in actual construction by pouring moisture-curing urethane foam adhesive into the hollow part of the support struts and bonding to the plane tension test of special plywood Japanese Agricultural Standard. Tested accordingly. There are the following three types of floor support bases for the unit support legs used in the test.
(A) Floor contact base with no adhesive grooves or anchor holes on the back surface (A) Floor contact base same as Example 1 except that it does not have protrusions (c) Floor contact base of Example 1 The test results are shown in Table 1.
[0056]
[Table 1]
Figure 0003789616
[0057]
Compared with (a), (a) has a peel strength improved by about 1.8 times. In this case, the adhesion strength between the floor contact base and the concrete block (floor surface) is improved by the adhesive grooves and anchor holes on the back surface, but it is finally supported before the floor contact base peels from the concrete block. Since the column is separated from the pressing portion of the floor-contact base, it is necessary to further strengthen the retaining of this part.
[0058]
In (c), the peel strength is improved by about 2.5 times compared with (a). In this case, the support strut was firmly bonded to the floor contact base, and finally showed the peel strength of the concrete block surface, and a significant improvement in peel strength could be realized.
[0059]
【The invention's effect】
As described above, according to the present invention, it is possible to provide a unit support leg that can be easily fixed to the foundation floor and can be firmly fixed to the foundation floor, and a method for constructing a double floor using the same. It was.
[Brief description of the drawings]
FIG. 1 is a plan view of a floor contact base used in Example 1. FIG.
FIG. 2 is a bottom view of the floor contact base used in the first embodiment.
3 is a cross-sectional view taken along the line aa of the floor contact base used in Embodiment 1. FIG.
4 is a cross-sectional view taken along the line bb of the floor-contact base used in Example 1. FIG.
5 is a perspective view of a floor contact base used in Example 1. FIG.
FIG. 6 is a partial cross-sectional view showing a state where the floor contact base is bonded to the floor foundation.
FIG. 7 is a partial cross-sectional view showing a state in which the floor contact base is bonded to the floor foundation.
FIG. 8 is a bottom view of the floor contact base used in the second embodiment.
9 is a cross-sectional view taken along the line aa of the floor contact base used in Example 2. FIG.
10 is a cross-sectional view of a floor contact base used in Example 3. FIG.
FIG. 11 is a front view of a unit support leg.
FIG. 12 is a front view of a unit support leg provided with another support column.
FIG. 13 is a partial cross-sectional view of a conventional unit support leg.
FIG. 14 is a cutaway perspective view showing a state in which a double-floor floor panel is constructed using a conventional unit support leg.
[Explanation of symbols]
(1) Flooring base
(2) Holding part
(3) Projection
(4) Central through hole
(5) Concave
(6) Main adhesive groove
(7) Main anchor hole
(8) Sub-adhesion groove
(9) Inflow through hole
(10) Secondary anchor hole
(20) Support column
(21) Support strut buttocks
(22) Hollow part of support column
(23) Support strut screw
(24) Driver groove of support column
(A) Adhesive

Claims (5)

接床基台と、上部にネジ部が形成され接床基台に回動自在に立設された支持支柱と、支持支柱の上部に螺合されたレベル調整ナットを介して高さ調整自在に装着された支持板とを有するユニット支持脚において、
支持支柱は軸方向に中空部を有し、支持支柱の下端部には側方に拡張された鍔部が形成されており、
接床基台は鍔部を保持するための押さえ部を有しており、接床基台の中央部には支持支柱の中空部に挿入される突起部が備えられており、接床基台には該突起部の内側で上下に貫通する中央貫通孔と、下面に設けられ前記中央貫通孔と連通する主接着溝と、上下に貫通し主接着溝と連通する主アンカー孔を有していることを特徴とするユニット支持脚。
Height adjustment is possible via a floor contact base, a support strut that is formed with a thread on the top, and is pivotably mounted on the floor support base, and a level adjustment nut that is screwed onto the top of the support support. In a unit support leg having a mounted support plate,
The support column has a hollow portion in the axial direction, and a flange portion that is extended laterally is formed at the lower end of the support column.
The floor contact base has a holding part for holding the buttock, and the center part of the floor contact base is provided with a protrusion inserted into the hollow portion of the support column. Has a central through hole penetrating vertically inside the protrusion, a main adhesive groove provided on the lower surface and communicating with the central through hole, and a main anchor hole penetrating vertically and communicating with the main adhesive groove. A unit support leg.
接床基台は押さえ部相互間の隙間又は押さえ部の内側に上下に貫通する流入用貫通孔と、下面に設けられ前記流入用貫通孔と連通する副接着溝と、上下に貫通し副接着溝と連通する副アンカー孔を有していることを特徴とする請求項1記載のユニット支持脚。The floor contact base is a gap between the pressing parts or an inflow through hole penetrating up and down inside the pressing part, a sub-adhesion groove provided in the lower surface and communicating with the inflow through hole, and vertically penetrating and sub-adhering. 2. The unit support leg according to claim 1, further comprising a sub-anchor hole communicating with the groove. 外周側ほど幅が広く深さが浅い接着溝を有することを特徴とする請求項1又は請求項2記載のユニット支持脚。3. The unit support leg according to claim 1, further comprising an adhesive groove having a width that is wider and shallower toward an outer peripheral side. 基礎床上に請求項1,請求項2,又は請求項3のユニット支持脚を配置し、ユニット支持脚の支持板に床パネルを載置した後、支持支柱の上部から接着剤を注入して支持支柱と接床基台、及び接床基台と基礎床とを接着することを特徴とする二重床の施工方法。The unit support leg according to claim 1, claim 2 or claim 3 is arranged on the base floor, and the floor panel is placed on the support plate of the unit support leg, and then the adhesive is injected from the upper part of the support column. A construction method for a double floor, characterized in that a support and a floor contact base, and a floor contact base and a foundation floor are bonded together. 基礎床上に請求項1,請求項2,又は請求項3のユニット支持脚を配置し、ユニット支持脚の支持板に床パネルを載置した後、支持支柱の上部から接着剤を注入すると共に接床基台の主アンカー孔に接着剤を注入することにより支持支柱と接床基台、及び接床基台と基礎床とを接着することを特徴とする二重床の施工方法。The unit support legs according to claim 1, 2, or 3 are arranged on the foundation floor, and the floor panel is placed on the support plate of the unit support legs, and then an adhesive is injected from the upper part of the support column and contact is made. A construction method for a double floor, characterized in that a support column and a floor contact base are bonded to each other by injecting an adhesive into a main anchor hole of the floor base, and the floor contact base and a base floor are bonded.
JP27040997A 1997-09-16 1997-09-16 Unit support leg and double floor construction method using the same Expired - Lifetime JP3789616B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27040997A JP3789616B2 (en) 1997-09-16 1997-09-16 Unit support leg and double floor construction method using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27040997A JP3789616B2 (en) 1997-09-16 1997-09-16 Unit support leg and double floor construction method using the same

Publications (2)

Publication Number Publication Date
JPH1193383A JPH1193383A (en) 1999-04-06
JP3789616B2 true JP3789616B2 (en) 2006-06-28

Family

ID=17485868

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27040997A Expired - Lifetime JP3789616B2 (en) 1997-09-16 1997-09-16 Unit support leg and double floor construction method using the same

Country Status (1)

Country Link
JP (1) JP3789616B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4869087B2 (en) * 2007-01-19 2012-02-01 未来工業株式会社 Floor component support
KR101454705B1 (en) * 2013-05-23 2014-10-27 주식회사 해광 Installation pad of access floor panel using metal mold for aluminium diecasting manufacturing and manufacturing method for installation pad of access floor panel
JP6364212B2 (en) * 2014-03-18 2018-07-25 淡路技建株式会社 Floor support legs and pedestals used therefor
WO2022079857A1 (en) * 2020-10-15 2022-04-21 株式会社日立製作所 Adhesive structure for joint members and elevator device

Also Published As

Publication number Publication date
JPH1193383A (en) 1999-04-06

Similar Documents

Publication Publication Date Title
JP3527187B2 (en) Unit support leg and double floor construction method using the same
JP3789616B2 (en) Unit support leg and double floor construction method using the same
JP3850708B2 (en) Floor board support device
JP2619781B2 (en) Method and apparatus for installing handrails in concrete buildings
JP3760018B2 (en) Unit support leg and support aid used therefor
JP2546207Y2 (en) Floor support
AU2010257353B2 (en) Building foundation structure, foundation construction method, and anchor bolt installation jig
JP3527186B2 (en) Unit support leg and double floor construction method using the same
JP3434002B2 (en) Unit supporting leg and double floor construction method using the same
US11585100B2 (en) Tiled floor assembly and components
JP3825872B2 (en) Double floor support leg and double floor reinforcement and repair method using the same
JPH1037364A (en) Construction method for wet type floating floor
JP2001295451A (en) Double floor structure and method of constructing partition or heavy material placed object
JPH0676521U (en) Unit support legs
JPS6318683Y2 (en)
JP2602668Y2 (en) Floor support device
JP2000303664A (en) Adjustable floor post
JP2585961Y2 (en) Floor support
NZ787311A (en) Tiled floor assembly and components
JP2580721Y2 (en) Floor support
JPH07305442A (en) Floor construction of house wherein unit support leg is used
JPH05280181A (en) Structure of movable tokonoma and construction method thereof
JPH0941625A (en) Floor material supporting tool and flooring method
JPH0583164U (en) Floor board support device
JP2593501Y2 (en) Floor support device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040603

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20060208

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060228

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060329

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090407

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120407

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150407

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term