JP3716072B2 - Method of combination building, unit composition material and binding material - Google Patents
Method of combination building, unit composition material and binding material Download PDFInfo
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- JP3716072B2 JP3716072B2 JP14100897A JP14100897A JP3716072B2 JP 3716072 B2 JP3716072 B2 JP 3716072B2 JP 14100897 A JP14100897 A JP 14100897A JP 14100897 A JP14100897 A JP 14100897A JP 3716072 B2 JP3716072 B2 JP 3716072B2
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Description
【0001】
【発明の属する技術分野】
本発明は、予め準備した木材による単位構成材を必要な位置に必要の数だけ連接し、該単位構造体の周囲を固定することにより、建築物において必要とする平面の壁や床や屋根等の構築を容易に可能とする組合せ建築の方法と単位構成材と結束材に関する。
【0002】
【従来の技術】
木材を主材とする古来の建築物は、一件毎の受注生産であり非常に多数の部材と複雑な構造が使用され、壁面の構成一つを見ても土台・梁,桁または胴差し・通し柱・間柱・筋かい等かなりの数の部材からなり、各々の部材同士が接触したり交差する部分にも、多くの種類の接続手段の継ぎ手が使用され、特に建築に必要な加工の大半が建築現場においてなされてきたことに特徴があった。
【0003】
こうした構造の住宅建築に要した材料と労働量は非常に膨大であり、木材価格や人件費の高騰による住宅価格を押さえるために、材料面では端材を加工した積層材や圧縮材あるいは木材に変えて金属や合成樹脂製品を多用し、構造面では出来るだけ部材に共通性を付与し、加工面では集中的に処理できる工場内製作に移行し、現場加工を最小限の組立のみに限定するプレハブ方法を大部分の建築業者が選択するようになり、昔ながらの構造による建築物の比率は段々少なくなっている。
【0004】
このような考え方はコンクリートを使用する建築物にも導入され、予め工場生産し十分に養生した細い鉄筋入り軽量の気泡入りコンクリートが、壁や床や屋根用材として使用される様になったが、一定の高さ以上では工法に様々な改良が加味されたとはいえ、基本的には従来通りの工法を主体として、現場加工による鉄筋入りコンクリートや鉄骨コンクリートや鉄骨が構造材として使われる。
【0005】
【発明が解決しようとする課題】
建築物に必要な条件として、居住性や外観の柔らかさと言う視覚的または感覚的要素を考慮したとき、木材はコンクリートに較べて遙に優れた建築用材であるが、反面、強度と言う条件を満たすためには、コンクリートは優れた建築用材であり強度が得やすく、低層から高層の建築物を得るために幅広く使用されるが、木材では高さの要件が加えられ、建築物の壁や床や屋根に骨格としての強度が求められる時には、従来の木造建築技術では処理出来ない問題が残される。
【0006】
その問題は、木材が周知の如く強度にバラツキのある材料であり、その傾向は長尺であるほど著しく、積層や圧縮加工等の特別な処理を施した強化材を使用する場合はともかく、生材を乾燥した材料では余程吟味して揃えない限り、一定の強度を備えた長尺材を得ることが難しく人件費も高騰した今日、当然木材で居住性に優れた比較的高層の建築物を得ようとすると、建築費に占める木材価格と人件費は無視しえない金額となることである。
【0007】
【課題を解決するための手段】
本発明は、長短材からなる木材や間伐材である小口径材等を用いて積層または集成した加工材を使用して、従来の骨格構造とは異なる小形の規格化した方形状の枠材と単材からなる単位構成材に仕上げ、該構成材を主材として少なくとも一方向に連接積層し、必要な場所に開口部を設けた平面とした後に組合せて立体化するか、連接積層しながら立体化を進め所要の平面を得る組合せ建築の方法と単位構成材と結束材の提供を目的とする。
【0008】
本発明は、木材を主材料とし、平面をなす壁と床と屋根の各部分を構成した建築物において、長さ方向に均一な方形状の断面を持つ木材を使用し、(A)木材の幅中央から、該木材の長手方向に平行で所要長さの溝を形成し、(B)木材を複数の所定長さに裁断し上下左右材とし、溝が外面を向くように組合せて四辺に配置し、筋かいを挿入して補強した方形状の枠材に形成して単位構成材の一つとし、(C)上下左右材に形成した溝と、同一断面形状の溝を相対する二辺の長手方向に備えた単材を形成して単位構成材の一つとし、(D)単位構成材である方形状の枠材と単材を組合せ平面を形成する際に、方形状の枠材の下辺に配した単材を基準として、該単材に直交するように配置した単材の片面に接するか挟むように両面に方形状の枠材を配置して平面下辺部を組立て、(E)平面の端部より内部方向に対して、方形状の枠材と単材を順次連接しながら平面を拡大して組立て、(F)平面の他端では同様に単材を用いて平面上辺部を仕上げ、(G)平面の構築過程で、方形状の枠材を適宜の場所で適宜の数を削除して窓等の取付け開口部を形成し、(H)単材の端同志を長手方向に接続し延長する際に、隣接する方形状の枠材の接合面の何れか端を基準として、少なくとも接合面の長さの35〜65パーセントの範囲から選択して定めた位置を接続点とし、(I)方形状の枠材と単材または方形状の枠材同士の接合面に、適宜な接着剤を塗布し、接合面に形成される溝に接続材を挿入し、好ましくは適宜な締め込み手段により固定し、(J)形成した平面を組合せ立体化するか、予め建築物の壁か床か屋根の何れに相当するかを想定し順次積層しながら立体化、する加工と組立工程によることを特徴とする組合せ建築の方法であり、長さ方向に均一な方形状断面を持つ木材の幅中央に、該木材の長手方向に平行で所要長さの溝を切り込み、該木材を所定の長さに裁断して上下左右材とし、溝が外面を向くように組合せて四辺に配置し、筋かいを挿入して補強した方形状の枠材と、前記上下左右材の外面に備えた前記溝と同一形状の溝を相対する二辺に備えた単材との組合せを単位とし、両者の組合せに際して両溝を対向するようにして配置し、方形状の枠材と単材または方形状の枠材同士の接合面に適宜な接着剤を塗布し、両溝により形成された溝孔に適宜な接続材を挿入して、適宜な締め込み手段により固定して接合し、単材(7)の端同士を長手方向に接続し延長する際に、隣接する方形状の枠材の接合面の何れか端を基準として、少なくとも接合面の長さの35〜65パーセントの範囲から選択して定めた位置を接続点とした構造であることを特徴とする組合せ建築の単位構成材であり、方形状の枠材と単材との組合せからなる単位構成材を使用し、該枠材と該単材を多数前後左右に連接積層した平面でなる建築物周囲の隅の角部を、複数のL字形金具を用いて覆い、該金具の間を連結材を用いてエンドレスに繋いで箍状とし、該連結材の長さを調節し箍の緩みを除去し適宜な緊張をL字形金具の間に与えて補強することを特徴とする組合せ建築の結束材である。
【0009】
【発明の実施の形態】
本発明の特徴の第一は、従来の建築方法で使用する木材の形状が、挽角類の正角か平角の断面形状で長さが約3000〜7200mm(10〜24尺)の範囲から選んだ木材を適宜に多数使い分けるのに対し、方形状の枠体では約400〜2000mmの範囲から選んだ長さを使用し、単材に対してのみ比較的長尺材を使用して組合せた省材形の単位構成材である。
【0010】
本発明の特徴の第二は、建築物には壁や床や屋根という平面が存在するが、従来工法による構造は複雑で、壁面の構成一つを見ても土台・梁,桁または胴差し・通し柱・間柱・筋かい等の部材からなり、各々の部材同士が接触したり交差する部分にも、多くの種類の継ぎ手が使用されるのが普通であったのに対して、上下左右材と筋かいからなる方形状の枠材と単材の組合せの単位構成材を多数使用し、所要の平面を得るとともに複数の平面を組合せて立体とするものである。
【0011】
本発明の特徴の第三は、方形状の枠材の外周面と単材の相対する二面に切り込んだ溝にあり、方形状の枠材と単材または方形状の枠材同士を組み合わせる場合に、両者の向き合せ接合面に形成される溝孔に、該溝孔と同形断面のやといと呼ばれる長細い木材かアルミニゥム合金材か鋼材の何れか材質を必要な長さとして差し込むことにより、連接に際して方形状の枠材と単材か方形状の枠材同士との組合せ面のレベルの均一性を容易に確保し、同時に接続強度を向上する効果が得られる。
【0012】
本発明の特徴の第四は、単材を長手方向に接続する必要が生じたときに、該単材自体の端に形成する継手とは別に、接続位置を隣接する方形状の枠材の接合面の、好ましくは中間点にくるように構成すると、単材の接続箇所は方形状の枠材の接合面により補強されるので単材の接続強度は飛躍的に向上し、特に単材の二面が方形状の枠材の辺材により支えられるときはより効果的である。
【0013】
この様な特徴を十分に生かすため、連接する方形状の枠材と単材とやといの各接合面には、適宜な接着剤を十分に塗布し接合した後、必要な接着強度に達する迄の間、Cクランプの様な適宜な工具を用いるか、ボルトを使用し関連材を共縫いの上ナットで締め込むと、圧着による一段と高い接着効果が得られ、壁や床や屋根用材に必要な強度を備えることが可能となる。
【0014】
接合部分に特に強い補強が必要なときには、やといの材質を鋼材やアルミニュム合金材の様な金属から選択し、建築物の各隅の角部にL字形金具を添え、該金具間を長さの調整機能付の板材か棒材にて連結し箍状とした結束材を使用し、前記調整機能により該箍の緩みを除去すると、大型平面の構築と複数平面の組合せである立体化に必要な強度を十分且つ容易に付与することができる。
【0015】
【作用】
本発明に基づく組合せ建築の方法と単位構成材と結束材を、建築物の壁や床や屋根用材に適用し、使用する方形状の枠材の寸法の範囲内で、窓や扉や明かり採り等に必要な開口部を強度を保持しながら構成し、且つ大型の平面と複数平面からなる立体面を容易に構築することが出来る。
【0016】
【実施例1】
図1(A)は単位構成材の一つである矩形状の枠材1を示し、該枠体は上下材2,4と左右材3,5と筋かい6からなり、各材の接合部分は、例えばほぞ継ぎ等の適宜な継手と接着剤により固定しているので十分な強度に仕上げられ、枠を形成する各材外面中央には図1(A)のa−a線に沿う断面図として図1(B)に示す様に、角溝21 ,31 ,41 ,51 を備えるが、該角溝は連接対象のない材に場合には必ずしも必要としない。
【0017】
本例の略正方形状の枠材1の寸法は、断面が85mm角の木材を使用して外寸を910mm×825mmとしているが、図2(A)に示す単材7との組合せにより短辺も910mmの単位構成材に仕上がるが、この寸法は目的や場所により断面の各辺を40〜120mmの範囲から、長さを400〜2000mmの範囲から各々選択して形成すればよく、同形の枠材を多数連接して組立ることにより省材と省力とコストダウンに役立つ。
【0018】
単位構成材の他の一つである単材7は、図2(A)に示すように略正方形状の枠材1と組合せて使用するために、単材7の相対する二面の各中央で長手方向に枠体1と同様な断面形状の角溝71 ,72 を形成し、該材の長手方向に延長が必要な場合は、両端に適宜な継手を設け接着剤で固定し、好ましくは上下方向の接続位置を隣接する方形状の枠材の接合辺の中程(図3のF1445参照)とするのが、強度を強化するためにも望ましい。
【0019】
図2(A)は、図1(A)の矩形状の枠材1,1Aと図2の単材7を接合した単位構成材による小パネルで、単材7を挟むようにして矩形状の枠材1,1Aを両側から接着剤と通しボルトナット9により固定するが、図2(B)の断面図に示すように接合面の角溝51 ,71 と72 ,5A1 とで出来る孔8に、同形状の角材によるヤトイ10を挿入するので、左右の矩形状の枠体1,1Aの平面のレベルが出しやすく組立も容易になり、固定が完了した小パネルは建築用材として十分な強度を保有する。
【0020】
相対する二辺に角溝71 ,72 を備えた単材7の一端が、矩形状の枠材の下材4,4Aの下辺と同一位置から始まり、上材2,2A(接続場所によっては逆方向)の上辺から突出した他端7Aまでの長さの内、突出した長さを隣接して接続する対象の方形状の枠材の接合長さに対して、該長さの35〜65%の範囲から選択し、好ましくは50%とした位置にあるように単材7の長さを定める。
【0021】
しかし単材7の接続端7Aの位置は、常に次の枠材の途中にある必要はなく、単材7が長いのが望ましいことは当然で、入手材料や柱か間柱かの組立位置を考慮して決めればよく、本例の単位構成材による小パネルは建築用尺度による寸法で、方形状の枠材を幅が910mm(半間)高さを910mm(半間)、単材長さを910mm×1.5倍(3/4間)としており、両者を結束するために通しボルト及びナット9を使用する場合には、接着剤は使用条件により必ずしも必要としない。
【0022】
この様にして造られた様々の寸法の単位構成材は、工場生産が可能であり素材としての木材の長さが比較的短くても、完成材は建築用材として十分に役割を果し得る強度を備え、積層することにより容易に大型の平面を形成することが出来るので、低価格での長尺材の入手が難しい現在では極めて省資源的で省力的な平面の製作工法であり、且つ用材であると言うことが出来る。
【0023】
【実施例2】
図3は、単位構成材である矩形状の枠材と単材とを多数組合せた壁11の軸組図で、該壁は基礎12の上に置かれた単材(土台)13Aに積層した二階建ての建物の外壁で、一階部分は図の左側へ向け単材(柱)14A1 に密接して矩形状の枠材15A1 ,15A2 ,15A3 を三段に積み、図の上方向へ単材(間柱)14B1 ・枠材15B1 ・省略・15B3 とし、単材14C1 ・枠材15C1 ・省略・単材14C3 ・15C3 とし、単材14D1 ・枠材15D1 ,15D2 ,15D3 とし、単材14E1 ,14F3 では枠材を各二段宛省略して15E3 ・15F3 とし、単材14G1 ・枠材15G1 ,15G2 ,15G3 から単材14H1 ・枠材15H1 ,15H2 ,15H3 ・単材14I1 の順に連接積層し、左側(中段)に単材(桁)13Bを固定し平面としているが、積層順序は必ずしも上記の順序に限定されるものではない。
【0024】
二階部分は一階部分と同様に単材(桁)13B上に積層すればよく、例えば単材(間柱)14F4 が短いとき接続部を14F45の位置に置くと、枠体15E5 と15F5 とに挟まれ強度不足が起きることがなく、左端の単材(軒桁)13Cで壁体としての形状が完成することになるが、単材と枠材の組合せの際に積層しない部分(図中のイ,ロ)は扉または窓の枠用開口部として利用すればよく、単位構成材の寸法を建築尺度で決めておけば、建具の取付けに支障を来すことはない。
【0025】
図4は図3のcからの矢視図で、図5は図4のd−d線に沿う断面図を示し、壁11が単材(柱)14A1 で壁16と接続し、単材(間柱)14D1 で間仕切壁17に接続し、各々の接合点の溝孔にはやとい18を使用し内外面に板19を張り付ける構造であり、一・二階の床や屋根も同一工法により構築すればよく、使用する木材断面や長さは必要強度に応じた寸法を選べばよく、実施例1の図2(A)で示した通しボルトナットも必要箇所に適宜の数を使用すればよい。
【0026】
この様に組み上げた平面は、筋かいを交互に向き合わせて使用しているので、面に平行な力に強い抵抗力を有し、壁や床や屋根用材として適用し組合せて立体として使用すると、建築用材として十分な強度を発揮して高層化を可能とする他に、規格化による省資源の他に現場組立日数の減少にも役立つので、住宅建設のトータルコストの低減に寄与することがきる。
【0027】
【実施例3】
図6は床または屋根材とした軸組図で、長方形状の枠材22,23で単材24を挟む様にして形成し、長方形状の枠材と単材の幅を455mm(1/4間)とした床または屋根用パネル21であって、該パネルは床材として使用する場合には単材24を梁に相応しい寸法として表面に床板を張り、屋根材として使用する場合には単材24をたるきに相応しい寸法とし表面に野地板を張ればよく、図6では長方形状の枠材22,23の形状が異なるが何れかに揃えてもよい。
【0028】
【実施例4】
図7(A)は図3のe−e線に沿う断面図、図7(B)は同図(A)のf−f線に沿う一部断面を含む側面図で、1,2階間の単材(桁か胴差し等)13Bを挟み設置した単材(柱)14A1 ,(柱)14A4 と長方形状の枠材15A3 ,15A4 の各接合部分を、L字形金具25により補強したと、該金具により二面が交差する隅の角部を覆い、各接合部に挿入したやといを鋼製とし、該材にボルト26を両面に溶接して単材を貫通し、一端は金具25の表面に他端は単材の表面にナット27止めする接着面の締め込み手段を示し、この手段は隅の角部以外ではL字形金具25を除いて単にナット止めしてもよい。
【0029】
図8(A,B)は、補強の効果を特に接着面の多い角部分のみでなく他の接着部分にも及ぼすことの可能な締め込み手段を示し、同図(A)はL字形金具25を使用しL字方向の両端に板状材28を溶接し、他端は一部を折り曲げて別の板状材に接続するための取付孔を設けボルトナットにより連結し、該ボルトナットを締め込むと左右のL字形金具25同士間を緊張状態に置くので建築物自体の強度を向上し、周囲を同様手段でエンドレスに連結すると、箍締めと同様な高い効果の得られる結束材となるが、本手段は板状材28が表面に出るので、板張り等の外面加工に若干支障を来すことがある。
【0030】
図8(A)ではL字形金具25と板状材28とを溶接により接続したが、同図(B)では両端にネジを備えた棒状材29を使用し、該棒状材の一端をL字形金具25に開けた孔を通してナット30止めし、他端をターンバック31で接続して締め込むと、左右のL字形金具25同士間を緊張状態に置くので建築物自体の強度を向上し、前後を同様手段で連結しエンドレスとすると前項同様に高い効果が得られる結束材となり、しかも本手段は木材に小孔を開けて通す事ができるので、板張り等の外面加工に支障を来さない。
【0031】
【発明の効果】
本発明になる組合せ建築の方法と単位構成材と結束材の使用により次の効果を得た。
▲1▼単位構成材を積層することにより、建築物の壁や床や屋根用材として十分に使用できる強度のある大型の平面が容易に得られた。
▲2▼単位構成材を構成する方形状の枠材と単材に必要とする木材は、在来工法が必要とする木材寸法と品質に較べ選択の許容範囲が広くした。
▲3▼建築物の周囲を金具により箍締めすることが出来るので補強効果が容易に得られた。
▲4▼在来工法に較べ部材の数と継ぎ手の種類が大幅に減るので調達と加工が楽になった。
▲5▼主材料の工場生産を可能としたので、現場の作業内容が略組立だけに限定され全体工数も大幅に減った。
【図面の簡単な説明】
【図1】 (A)図は実施例1に示した方形状の枠材の正面図で、(B)図は(A)図のa−a線に沿う断面図である。
【図2】 (A)図は図1(A)の方形状の枠材を使用した単位構成材による小パネルの正面図で、(B)図は(A)図のb−b線に沿う断面図である。
【図3】 実施例2の壁の正面図である。
【図4】 図3のc矢視図である。
【図5】 図3のd−d線に沿う断面図である。
【図6】 実施例3の床または屋根用のパネル平面図である。
【図7】 (A)図は図3(A)e−e線に沿う隅の角部の拡大断面図で、(B)図は(A)図のf−f線に沿う一部の断面を含む側面図である。
【図8】 (A,B)図は実施例4の補強用結束材の斜視図である。
【符号の説明】
1,1A,15A1 〜15H6 方形状の枠材
7,14A1 〜14I1 ,14C3 , 14F3 ,14A4 ,14A45,24単材(柱・間柱)
8 角溝孔
9 ボルト及びナット
10,18 やとい
11 壁
13A,13B,13C 単材(土台・桁・軒桁)
21 パネル
22,23 長方形状の枠材
25 L字形金具
26 ボルト
28 板状材
29 棒状材[0001]
BACKGROUND OF THE INVENTION
The present invention connects a necessary number of unit components made of wood in advance to a necessary position, and fixes the periphery of the unit structure so that a plane wall, a floor, a roof, or the like required in a building can be obtained. The present invention relates to a combination building method, unit constituent material and binding material that can be easily constructed.
[0002]
[Prior art]
Ancient buildings with wood as the main material are made-to-order on a case-by-case basis and use a large number of members and complex structures. -It consists of a considerable number of members such as through pillars, studs, braces, etc., and many types of joints are used in the parts where each member contacts or intersects, especially the majority of processing required for construction Is characterized by what has been done at the construction site.
[0003]
The materials and labor required for housing construction with such a structure are extremely enormous, and in order to suppress housing prices due to soaring timber prices and labor costs, in terms of materials, laminated materials, compressed materials, or timber processed from scraps are used. Instead, use metal and synthetic resin products a lot, impart commonality to components as much as possible in terms of structure, shift to in-factory production that can be processed intensively on the processing side, and limit on-site processing to only minimal assembly The prefabrication method has been chosen by most contractors, and the proportion of buildings with traditional structures has been decreasing.
[0004]
This concept was also introduced in buildings that use concrete, and lightweight, aerated concrete with thin reinforcing bars that was produced in the factory in advance and sufficiently cured was used as a material for walls, floors, and roofs. Above this height, although various improvements have been added to the construction method, basically, the conventional construction method is mainly used, and steel-reinforced concrete, steel-framed concrete, and steel frames are used as structural materials.
[0005]
[Problems to be solved by the invention]
When considering the visual or sensory factors such as comfort and softness of appearance as a necessary condition for buildings, wood is a construction material that is superior to concrete in comparison with concrete, but on the other hand, the condition of strength is In order to meet, concrete is an excellent building material and easy to obtain strength, and is widely used to obtain low-rise to high-rise buildings, but timber adds height requirements, such as building walls and floors. When the roof is required to have strength as a skeleton, there remains a problem that cannot be handled by conventional wooden construction techniques.
[0006]
The problem is that wood is a material that varies in strength, as is well known, and the tendency is more pronounced as it is longer. This is not the case when using reinforcing materials that have undergone special treatment such as lamination or compression. Today, when it is difficult to obtain long materials with a certain strength and labor costs have soared, unless it is carefully examined with dry materials, it is naturally a relatively high-rise building that is made of wood and has excellent habitability. If we try to get the price, the price of timber and the labor cost in the construction cost will be negligible.
[0007]
[Means for Solving the Problems]
The present invention uses a processed material laminated or assembled using small-diameter wood or the like made of long and short wood, and a small, standardized rectangular frame material different from the conventional skeleton structure, and Finish the unit component material consisting of a single material, and connect and laminate the component material in at least one direction as a main material and form a plane with an opening at the required place, or combine them into a three-dimensional structure The purpose of this project is to provide a combination building method, unit construction material, and binding material to achieve the required flat surface.
[0008]
The present invention uses a wood having a uniform rectangular cross section in the length direction in a building having wood as a main material and constituting each part of a plane wall, a floor and a roof. From the center of the width, a groove having a required length parallel to the longitudinal direction of the wood is formed, and (B) the wood is cut into a plurality of predetermined lengths to form upper, lower, left and right members, and combined into four sides so that the grooves face the outer surface. Place and reinforce by inserting a brace to form one of the unit components, (C) Two sides facing the groove formed in the top, bottom, left and right members and the groove of the same cross-sectional shape A single material provided in the longitudinal direction is formed as one of the unit component materials, and (D) when forming a plane by combining the square frame material that is the unit component material and the single material, the rectangular frame material A rectangular frame on both sides so as to contact or sandwich one surface of a single material arranged perpendicular to the single material, with the single material arranged on the lower side of the base as a reference (E) Assemble the lower side of the plane, (E) Enlarge the plane while sequentially connecting the rectangular frame material and single material from the end of the plane to the inner direction, and (F) Other planes At the end, the top side of the plane is similarly finished using a single material, and (G) in the process of constructing the plane, an appropriate number of rectangular frame materials are deleted at appropriate locations to form mounting openings such as windows. (H) When connecting and extending the ends of a single material in the longitudinal direction, it is at least 35 to 65 percent of the length of the joining surface with reference to any end of the joining surface of the adjacent rectangular frame members. A position determined by selecting from the range is used as a connection point, and (I) an appropriate adhesive is applied to the joint surface between the square frame member and the single member or the square frame member, and formed on the joint surface. Insert a connecting material into the groove, and preferably fix it by appropriate fastening means, and (J) three-dimensionalize the formed plane This is a method of combined construction characterized by processing and assembling processes that are three-dimensionalized while sequentially stacking on the assumption that it corresponds to the wall, floor or roof of the building in advance, and is uniform in the length direction In the center of the width of the wood having a square cross section, a groove of a required length is cut in parallel to the longitudinal direction of the wood, and the wood is cut into a predetermined length to form upper, lower, left and right materials, so that the groove faces the outer surface. A rectangular frame material that is reinforced by inserting a brace and is arranged on four sides in combination, and a single material that is provided on two opposite sides of the groove having the same shape as the groove provided on the outer surface of the upper, lower, left, and right members. When the combination is used as a unit, both grooves are arranged so as to face each other, and an appropriate adhesive is applied to the joint surface between the rectangular frame material and the single material or the rectangular frame material, insert the appropriate connection member groove formed holes, contact and fixed by an appropriate fastening means When the ends of the single material (7) are connected and extended in the longitudinal direction, at least 35 to 65 of the length of the joining surface with reference to any end of the joining surfaces of the adjacent rectangular frame members It is a unit component material of a combination building characterized by a structure with a connection point selected from a percentage range, and uses a unit component material consisting of a combination of a square frame material and a single material and, a corner of the corner of a building surrounding comprising a plane continuously connected laminating the frame member and the single member to the left and right many back and forth, covering with a plurality of L-shaped brackets, using the connecting material between the gold instrument It is a binding material for a combination building characterized in that it is connected to an endless to form a hook shape, the length of the connecting material is adjusted to remove looseness of the hook, and an appropriate tension is applied between L-shaped brackets to reinforce.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
The first feature of the present invention is that the shape of the wood used in the conventional construction method is selected from the range of about 3000 to 7200 mm (10 to 24 scales) with a regular or flat cross-sectional shape of a grindstone. In contrast to using a lot of wood appropriately, the rectangular frame uses a length selected from the range of about 400 to 2000 mm, and uses a relatively long material only for a single material. It is a unit component of the material shape.
[0010]
The second feature of the present invention is that there are flat surfaces such as walls, floors, and roofs in buildings, but the structure by the conventional method is complicated, and even if you look at the structure of the wall surface alone, the foundation / beams, girders or torso It consists of members such as through pillars, studs, braces, etc., and many types of joints are usually used for the parts where each member touches or intersects. A large number of unit constituent members, which are a combination of a square frame member made of braces and a single member, are used to obtain a required plane, and a plurality of planes are combined to form a solid.
[0011]
The third of the features of the present invention is a groove cut into two opposing faces of the outer periphery of the rectangular frame material and the single material, and the rectangular frame material and the single material or the rectangular frame material are combined with each other In addition, by inserting either a long thin wood, an aluminum alloy material or a steel material, which has a cross section of the same shape as the groove hole, into the groove formed in the facing joint surface of both as a required length, At the time of connection, it is possible to easily ensure the uniformity of the level of the combination surface between the rectangular frame material and the single or rectangular frame material, and at the same time, the effect of improving the connection strength can be obtained.
[0012]
A fourth feature of the present invention is that when a single material needs to be connected in the longitudinal direction, the connection of adjacent rectangular frame materials at the connection position is separate from the joint formed at the end of the single material itself. If it is configured so that it is preferably at the middle point of the surface, the connection location of the single material is reinforced by the joint surface of the rectangular frame material, so that the connection strength of the single material is dramatically improved. It is more effective when the surface is supported by a slab of a rectangular frame material.
[0013]
In order to make full use of these characteristics, after applying and bonding a suitable adhesive to each joint surface of the rectangular frame material, single material, and the last to be joined, until the required adhesive strength is reached. In the meantime, if you use an appropriate tool such as C-clamp, or use bolts and tighten the related materials together with the nuts, you can obtain a much higher bonding effect by crimping, which is necessary for walls, floors and roofing materials It becomes possible to provide strength.
[0014]
When a particularly strong reinforcement is required for the joints, the last material is selected from metals such as steel and aluminum alloy, and L-shaped brackets are attached to the corners of each corner of the building, and the length between the brackets is increased. This is necessary for the construction of a large plane and the three-dimensional combination of multiple planes by using a tie-like binding material connected with a plate or bar with an adjustment function and removing the looseness of the ridge by the adjustment function. Sufficient strength can be imparted sufficiently and easily.
[0015]
[Action]
Applying the combination building method and unit construction material and binding material based on the present invention to building walls, floors and roofing materials, within the range of the dimensions of the rectangular frame material to be used, windows, doors, lighting, etc. It is possible to construct a three-dimensional plane composed of a large plane and a plurality of planes while maintaining the strength necessary for the opening.
[0016]
[Example 1]
FIG. 1 (A) shows a rectangular frame 1 which is one of the unit components, and the frame is composed of upper and lower members 2, 4, left and right members 3, 5 and a brace 6. Is fixed with an appropriate joint such as a tenon joint and an adhesive, so that it is finished to a sufficient strength, and a cross-sectional view taken along line aa in FIG. As shown in FIG. 1B, the square grooves 2 1 , 3 1 , 4 1 , and 5 1 are provided. However, the square grooves are not necessarily required in the case of a material that is not to be connected.
[0017]
The dimension of the substantially square frame material 1 in this example is wood with a cross section of 85 mm square and the outer dimension is 910 mm × 825 mm, but the short side is obtained by combination with the single material 7 shown in FIG. However, this dimension can be formed by selecting each side of the cross section from the range of 40 to 120 mm and the length from the range of 400 to 2000 mm depending on the purpose and place. By connecting and assembling many materials, it helps to save materials, labor and cost.
[0018]
As shown in FIG. 2 (A), the single material 7 which is another unit component material is used in combination with the substantially square frame material 1 so that the centers of the two opposing surfaces of the single material 7 are the same. In the case where the rectangular grooves 7 1 and 7 2 having the same cross-sectional shape as the frame body 1 are formed in the longitudinal direction and extension in the longitudinal direction of the material is necessary, appropriate joints are provided at both ends and fixed with an adhesive, preferably to the middle of the joining edge of the square-shaped frame member of an adjacent vertical connection position (see F14 45 in FIG. 3) it is also desirable in order to enhance the strength.
[0019]
2A is a small panel made up of unit component members obtained by joining the rectangular frame materials 1 and 1A of FIG. 1A and the single material 7 of FIG. 2, and a rectangular frame material with the single material 7 sandwiched therebetween. 1, 1A is fixed from both sides with an adhesive and a bolt nut 9, but as shown in the cross-sectional view of FIG. 2 (B), the holes formed by the square grooves 5 1 , 7 1 and 7 2 , 5A 1 on the joint surface 8. Since the yato 10 made of the same shaped square is inserted, the level of the left and right rectangular frame bodies 1 and 1A can be easily leveled and assembled, and the small panel that has been fixed is sufficient as a building material. Holds strength.
[0020]
One end of the single material 7 having the square grooves 7 1 and 7 2 on two opposite sides starts from the same position as the lower side of the lower material 4 and 4A of the rectangular frame material, and the upper material 2 and 2A (depending on the connection location) Of the length from the upper side to the other end 7A projecting from the upper side to the joining length of the rectangular frame material to which the projecting length is adjacently connected is 35 to 35 mm. The length of the single material 7 is determined so as to be selected from the range of 65% and preferably 50%.
[0021]
However, the position of the connecting end 7A of the single material 7 does not always need to be in the middle of the next frame material, and it is natural that the single material 7 is preferably long. The small panel made of the unit component material of this example has dimensions based on the building scale. The width of the rectangular frame material is 910 mm (half), the height is 910 mm (half), and the single material length is 910 mm × It is 1.5 times (between 3/4), and when a through bolt and a nut 9 are used to bind them, an adhesive is not necessarily required depending on the use conditions.
[0022]
The unit components of various dimensions made in this way can be produced in the factory, and even if the length of the timber as a material is relatively short, the finished material has sufficient strength to play a role as a building material. Since it is easy to form a large plane by laminating, it is difficult to obtain long materials at a low price. It can be said that.
[0023]
[Example 2]
FIG. 3 is an axial view of a wall 11 in which a large number of rectangular frame members, which are unit constituent members, and a single material are combined. The walls are stacked on a single material (base) 13A placed on a foundation 12. On the outer wall of a two-story building, the first floor is stacked in three steps with rectangular frames 15A 1 , 15A 2 , 15A 3 in close contact with the single material (column) 14A 1 toward the left side of the figure. Single material (interspace) 14B 1 / frame material 15B 1 / omitted / 15B 3 in the direction, single material 14C 1 / frame material 15C 1 / omitted / single material 14C 3 / 15C 3 , single material 14D 1 / frame material 15D 1 , 15D 2 , 15D 3, and in the single material 14E 1 , 14F 3 , the frame material is omitted for each two steps to be 15E 3 , 15F 3, and from the single material 14G 1 , the frame materials 15G 1 , 15G 2 , 15G 3 single member 14H 1 · frame member 15H 1, 15H 2, concatenated stacked in this order 15H 3 · single member 14I 1, solid and Tanzai (digits) 13B to the left (middle) Although was adopted as the plane, stacking order is not necessarily limited to the order described above.
[0024]
The second floor portion may be laminated on the single material (girder) 13B in the same manner as the first floor portion. For example, when the single material (intermediate column) 14F 4 is short and the connecting portion is placed at the position 14F 45 , the frames 15E 5 and 15F No shortage of strength occurs between the two and the shape of the wall body is completed with the single material (eave girder) 13C at the left end, but the portion that is not laminated when combining the single material and the frame material ( (B) in the figure may be used as an opening for the frame of the door or window, and if the dimensions of the unit component material are determined by the building scale, it will not hinder the attachment of the joinery.
[0025]
4 is a sectional view taken along the line dd in FIG. 4, and FIG. 5 is a cross-sectional view taken along the line dd in FIG. 4. The wall 11 is connected to the wall 16 by a single material (column) 14 </ b> A 1. (Space pillars) 14D 1 is connected to the partition wall 17 and has a structure in which the plate 19 is attached to the inner and outer surfaces by using the heat shield 18 at the slot of each joint. What is necessary is just to construct | assemble, if the cross section and length of wood to be used should just select the dimension according to required intensity | strength, if the through-bolt nut shown in FIG. 2 (A) of Example 1 also uses an appropriate number for a required location Good.
[0026]
Since the plane assembled in this way is used by alternately facing the braces, it has a strong resistance to the force parallel to the surface, and it is applied as a material for walls, floors and roofs and used as a solid, In addition to exhibiting sufficient strength as a building material and enabling a high-rise, it helps to reduce the number of assembly days on site in addition to saving resources through standardization, so it can contribute to reducing the total cost of housing construction. .
[0027]
[Example 3]
FIG. 6 is an axis diagram of a floor or roof material formed by sandwiching a single material 24 between rectangular frame materials 22 and 23, and the width of the rectangular frame material and the single material is 455 mm (1/4). A floor or roof panel 21, and when the panel is used as a flooring material, the single material 24 has a dimension suitable for a beam and a floor plate is stretched on the surface, and when the panel is used as a roofing material, the single material 24 may be a size suitable for sagging and a ground plate may be stretched on the surface. In FIG. 6, the shapes of the rectangular frame members 22 and 23 are different, but they may be aligned to any one.
[0028]
[Example 4]
7A is a cross-sectional view taken along line ee in FIG. 3, and FIG. 7B is a side view including a partial cross section taken along line ff in FIG. A single material (column) 14A 1 , (column) 14A 4 and a rectangular frame material 15A 3 , 15A 4 with a single material (girder or torsion) 13B sandwiched between them are joined by an L-shaped bracket 25. Once reinforced, the metal fittings cover the corners where the two surfaces intersect, and the steel inserted into each joint is made of steel, and bolts 26 are welded to both sides of the material to penetrate the single material, Indicates a means for fastening the adhesive surface to the surface of the metal fitting 25 and the other end to the surface of a single material. This means may be simply nut-fixed except for the L-shaped metal fitting 25 except at the corners of the corners. .
[0029]
FIGS. 8A and 8B show tightening means capable of exerting a reinforcing effect not only on a corner portion having a large adhesive surface but also on other adhesive portions. FIG. 8A shows an L-shaped bracket 25. Is used to weld the plate-like material 28 to both ends in the L-shaped direction, and the other end is bent at a part and provided with a mounting hole for connection to another plate-like material, and connected with a bolt and nut. If it is inserted, the left and right L-shaped metal fittings 25 are placed in a tension state, so that the strength of the building itself is improved, and if the periphery is connected endlessly by the same means, it becomes a binding material that can obtain the same high effect as the tightening. In this means, since the plate-like material 28 comes out on the surface, the outer surface processing such as plate tension may be somewhat hindered.
[0030]
In FIG. 8A, the L-shaped metal fitting 25 and the plate-like material 28 are connected by welding. However, in FIG. 8B, a rod-like material 29 having screws at both ends is used, and one end of the rod-like material is L-shaped. When the nut 30 is fastened through the hole opened in the metal fitting 25 and the other end is connected and tightened with the turnback 31, the left and right L-shaped metal fittings 25 are placed in tension, improving the strength of the building itself. If these are connected by the same means and endless, it becomes a binding material that can obtain a high effect as in the previous section, and since this means can pass through a small hole in the wood, it does not hinder the outer surface processing such as sheeting.
[0031]
【The invention's effect】
The following effects were obtained by using the combination building method, unit constituent material and binding material according to the present invention.
{Circle around (1)} By laminating unit constituent materials, a large and strong flat surface that can be used satisfactorily as a building wall, floor or roofing material was easily obtained.
(2) The rectangular frame material constituting the unit component and the wood required for the single material have a wider selection range than the wood size and quality required by conventional construction methods.
(3) Since the periphery of the building can be tightened with metal fittings, the reinforcing effect was easily obtained.
(4) Procurement and processing became easier because the number of members and types of joints were significantly reduced compared to conventional methods.
(5) The factory production of the main materials was made possible, so the work content at the site was limited to only assembly and the total man-hours were greatly reduced.
[Brief description of the drawings]
FIG. 1A is a front view of a rectangular frame member shown in Example 1, and FIG. 1B is a cross-sectional view taken along line aa in FIG.
2A is a front view of a small panel made of a unit component material using the rectangular frame material of FIG. 1A, and FIG. 2B is along the line bb in FIG. 2A. It is sectional drawing.
FIG. 3 is a front view of a wall according to the second embodiment.
4 is a view taken in the direction of arrow c in FIG. 3;
5 is a cross-sectional view taken along the line dd in FIG.
6 is a plan view of a panel for a floor or a roof according to Embodiment 3. FIG.
7A is an enlarged cross-sectional view of a corner portion along line ee in FIG. 3A, and FIG. 7B is a partial cross-section along line ff in FIG. FIG.
8A and 8B are perspective views of a reinforcing binding material of Example 4. FIG.
[Explanation of symbols]
1, 1A, 15A 1 to 15H 6 Square frame member of shape 7,14A 1 ~14I 1, 14C 3, 14F 3 , 14A 4 , 14A 45 , 24 single material (pillar, stud)
8 square slot 9 bolts and nuts 10, 18 Yato 11 wall 13A, 13B, 13C single material (base, girder, eaves)
21 Panels 22, 23 Rectangular frame material 25 L-shaped bracket 26 Bolt 28 Plate material 29 Bar material
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14100897A JP3716072B2 (en) | 1997-05-14 | 1997-05-14 | Method of combination building, unit composition material and binding material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14100897A JP3716072B2 (en) | 1997-05-14 | 1997-05-14 | Method of combination building, unit composition material and binding material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10317540A JPH10317540A (en) | 1998-12-02 |
| JP3716072B2 true JP3716072B2 (en) | 2005-11-16 |
Family
ID=15282052
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14100897A Expired - Fee Related JP3716072B2 (en) | 1997-05-14 | 1997-05-14 | Method of combination building, unit composition material and binding material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3716072B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6550198B1 (en) * | 2001-08-21 | 2003-04-22 | Youichi Endo | Wall construction |
| JP5279999B2 (en) * | 2006-11-10 | 2013-09-04 | 株式会社マルセイ塚田工務店 | Housing construction method |
| CN111173133A (en) * | 2020-02-03 | 2020-05-19 | 鲲仕达结构技术(北京)有限公司 | Aluminum alloy framework structure for villa type residence |
| IT202300020880A1 (en) * | 2023-10-09 | 2025-04-09 | Ekoru S R L | MODULAR STRUCTURE |
-
1997
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