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JP3941583B2 - Building foundation - Google Patents
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JP3941583B2 - Building foundation - Google Patents

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Publication number
JP3941583B2
JP3941583B2 JP2002133293A JP2002133293A JP3941583B2 JP 3941583 B2 JP3941583 B2 JP 3941583B2 JP 2002133293 A JP2002133293 A JP 2002133293A JP 2002133293 A JP2002133293 A JP 2002133293A JP 3941583 B2 JP3941583 B2 JP 3941583B2
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Japan
Prior art keywords
building
base
foundation
base body
vertical
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JP2002133293A
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JP2003119911A (en
Inventor
洋史 椎名
義彦 丸山
公明 渡部
努 高橋
浩一 八代
浩志 堀川
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Nippon Light Metal Co Ltd
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Nippon Light Metal Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、基礎の上面に沿って配置される建物用土台に関する。尚、本明細書において、基礎は、布基礎、べた基礎、または独立基礎などを含む。
【0002】
【従来の技術】
一般に、コンクリートからなる基礎の上面に沿って固定される建物用土台には、在来工法やプレハブ工法においても、断面角形の木材からなる土台が広く用いられている。かかる木材製の土台は、基礎の上方に立設するアンカーボルトにより固定されると共に、柱や間柱などもかかる土台を介して立設されている。
【0003】
しかしながら、従来の木材製の土台には、以下のような問題があった。
(1)白蟻による食害を受け易く、湿気によって腐食し易い。
(2)吸湿および放湿を繰り返すことにより、土台の断面寸法が経年変化するため、建物に歪みを招来させる。
(3)重量が大きいため、現場での作業性が低下する。
(4)柱の直下などの集中荷重を支持する部分とそうでない部分との何れも同一断面であるため、当該土台材料の無駄ともなる。
(5)加工精度が低く且つ寸法が狂いやすいため、モジュールユニット化が困難で建物の施工性が低下する。
(6)外装材と内装材との間に配置する断熱材の吸湿を防いだり、建物の屋内における保温性や断熱性を高めるのに必要な通気路を形成するため、土台の屋外寄りの位置にノミなどで複数の切り欠きを設ける煩雑な作業などが必要となる。
(7)木材伐採による環境破壊につながり易い。
【0004】
【発明が解決すべき課題】
本発明は、以上に説明した従来の技術における問題点を解決し、白蟻の食害や湿気による腐食または寸法変化がなく、軽量で加工精度および施工性を高められると共に、建物の外装・内装材間への通気も容易となる建物用土台を提供する、ことを課題とする。
【0005】
【課題を解決するための手段】
本発明は、上記課題を解決するため、建物用土台にアルミニウム合金からなる押出形材を適用すると共に、かかる形材における所定の位置に通気孔を穿孔する、ことに着想して成されたものである。
即ち、本発明における第1の建物用土台(請求項1)は、基礎の上面に沿い且つスペーサを介して配置されアルミニウム合金からなる押出形材により形成される建物用土台であって、上下一対の水平片、屋外・屋内側に位置する一対の縦片、垂直な一対の隔壁、およびこれらに囲まれた中空部とからなる断面がほぼ矩形を呈すると共に、上下一対の各水平片における屋外側で且つ上記スペーサが配置されない位置に、通気孔が穿孔されている、ことを特徴とする。
尚、前記通気孔は、上下一対の前記水平片における屋外側で且つ平面視でほぼ同じ位置に形成される
【0006】
れによれば、アルミニウム合金の押出形材にて建物用土台を形成するため、白蟻の食害や湿気による腐食または寸法変化がなく、長期間にわたり断面や形状および強度が安定した土台となる。また、軽量で固定荷重を小さくでき、加工精度が高く且つ建物の施工性を高められると共に、環境上からも好ましくなる。
しかも、上記通気孔から導入される外気により、当該土台上に配置される断熱材の吸湿を低減したり、内・外装材間の結露を防いだり、あるいは室内の断熱性や保温性を高めることができる。従って、上記吸湿に起因する上記断熱材の収縮変形や劣化などを防止できるため、建物の居住性を快適な状態に長く保つことが可能となる。
前記通気孔は、上下一対の水平片をドリルや打ち抜きプレスなどにより穿孔することで、所定の位置に通気孔を容易且つ迅速に形成することができる。また、上記長手方向とは、上記土台を形成する押出形材の押出方向と同じである。
【0007】
一方、本発明における第2の建物用土台(請求項)は、基礎の上面に沿い且つスペーサを介して配置されアルミニウム合金からなる押出形材により形成される土台本体と、かかる土台本体の長手方向における所定の位置に嵌合され且つ上記同様の押出形材からなる補強材と、を備えた建物用土台であって、上記土台本体は、上寄りの水平片、屋外・屋内側に位置する一対の縦片、およびこれらに囲まれ且つ基礎側に開口した開口部とからなる断面ほぼコ字を呈し、 上記補強材は、上下一対の水平片、屋外・屋内側に位置する一対の縦片、垂直な一対の隔壁、およびこれらに囲まれた中空部とからなる断面がほぼ矩形を呈すると共に、上記土台本体の水平片における屋外側で且つ上記補強材が嵌合されず且つ上記スペーサが配置されない位置に、通気孔が穿孔されている、ことを特徴とする。
【0008】
これによっても、白蟻の食害、湿気による腐食のおそれ、寸法変化、および建物の歪みを生じるおそれがなく、加工精度が高く且つ建物の施工性を高められる。更に、アンカーボルトが貫通する部分や柱が立設されて垂直方向の荷重が集中する部分にのみ補強材を配置するため、一層軽量で且つ作業性の良好な土台を提供することができる。また、通気孔から導入される外気により、土台本体の上に配置される断熱材の吸湿を低減したり、内・外装材間の結露を防いだり、あるいは室内の断熱性や保温性を高めることができる。しかも、通気孔は、土台本体の水平片における補強材が嵌合されていない位置に、ドリルや打ち抜きプレスなどにより穿孔するのみで良いため、一層容易且つ迅速に形成することができる。
【0009】
また、本発明には、前記通気孔は、平面視が円形を呈する複数の丸孔、あるいは単数または複数の長孔であると共に、これら複数の丸孔または任意数の長孔が前記建物用土台または前記土台本体の長手方向にほぼ沿って穿孔されている、建物用土台(請求項)も含まれる。
これによれば、建物の内装材と外装材との間に位置する空間に、必要且つ十分な外気を導入することが容易となる。尚、丸孔の穿孔は、主にドリルにより行われ、特に、前記建物用土台における上下一対の水平片に孔明けする際に有効である。一方、長孔の穿孔は、主にプレスによる打ち抜き加工やフライス加工により行われ、特に、土台本体の水平片に孔明けする際に有効である。
更に、本発明には、前記建物用土台における上側の水平片に穿孔される通気孔または前記土台本体の水平片に穿孔される通気孔は、上記建物用土台または土台本体の上に立設される柱が配置されない位置に形成されている、建物用土台(請求項4)も含まれる
【0010】
更に、本発明には、前記建物用土台における上側の水平片に穿孔した通気孔または前記土台本体の水平片に穿孔した通気孔は、上記建物用土台または土台本体の上方に配置される断熱材とかかる断熱材の屋外側に配置される外装材などとの間に位置する垂直な空間に連通している、建物用土台(請求項5)も含まれる。
これによれば、上記何れかの水平片に穿孔された通気孔から導入される外気により、土台まはた土台本体の上方に配置される上記断熱材の吸湿を低減できる。このため、かかる吸湿に起因する上記断熱材の収縮変形や劣化を防止したり、内・外装材間の結露を防いだり、あるいは棟付近で生じる所謂すがもりを防止できるため、建物の居住性を快適な状態に長く保つことが容易となる。
尚、上記垂直な空間は、建物用土台付近から屋根の棟付近まで連通する形態も含み、これにより、室内の保温性や断熱性を維持することにも寄与できる。
【0011】
【発明の実施の形態】
以下において、本発明の実施に好適な形態を図面と共に説明する。
図1は、本発明における第1の建物用土台1の施工済み状態の概要を模式的に示す斜視図であり、かかる土台1は、図1に示すように、建物の基礎Kの上面に沿ってスペーサS,sなどを介して配置されている。
図1に示すように、建物用土台1は、アンカーボルト20により基礎Kに固定され、かかるボルト20は、土台1上に立設される柱Hの近傍における当該土台1を貫通している。また、かかる柱Hは、後述する接続金具40を介して垂直に立設される。尚、建物用土台1上の柱H,H間には、基礎Kとの間にスペーサSを介して間柱mHが金具により立設されると共に、互いに平行な建物用土台1,1間には、根太23が水平に掛け渡される。根太23は、後述するように根太受け24の上に固定するか、図1に示すように、かかる根太23をアルミニウム合金からなる断面角形の中空押出形材とし、その端部の中空部内に根太受け24が固定されることにより、上記土台1に取り付けられる。この際、根太23の上面は、建物用土台1の上面と同じレベルに配置されている。
【0012】
図2(A)は、図1に示した第1の建物用土台1の納まり図である。
かかる建物用土台1は、基礎Kの上面に沿ってスペーサSを介して配置され、アルミニウム合金(JIS:A6063S−T5など)の押出形材からなる。図2(A)に示すように、建物用土台1は、上・下端の水平片2,5および屋外・屋内側の縦片3,4とからなる断面がほぼ矩形を呈し、かかる断面形状と全体がほぼ相似形の中空部6a,6b,6cを長手方向(図示で奥行き方向で且つ押出方向)の全長に沿って有する。
【0013】
中空部6a,6b,6cは、当該土台1の幅方向における中央付近で且つ不均等な位置に形成された垂直な一対の隔壁7a,7bにより分割されているため、それらの幅寸法が互いに異なる。因みに、かかる土台1全体の外形における高さは40mmで且つ幅は120mmであり、且つ各部の厚みは約2mmである。
また、建物用土台1は、図2(A)に示すように、上端の水平片2の中央付近に浅い凹溝2aを有し、屋外側の縦辺3の上・下端に、対向する断面L形で且つ長短の突条8,10およびこれらの内側の嵌合溝9,11を、それぞれ一体に設けている。更に、屋内側の縦片5の上・下端に、水平な突片12,13およびその間の浅い凹部14を、それぞれ一体に設けている。
【0014】
更に、図2(A)に示すように、基礎Kの上には、平面視がほぼ正方形を呈し厚みが約20mmのスペーサSが図示で前後方向に沿って等間隔に複数載置される。かかるスペーサSは、耐熱性および耐候性を有する硬質の合成ゴムまたは合成樹脂からなり、その中心部には、基礎K中の図示しないアンカー部から連続し且つ基礎Kの上面の中央付近から立設するアンカーボルト20が貫通する。
アンカーボルト20は、図2(A)に示すように、建物用土台1の中央に位置する中空部6cおよびその上下の水平片2,5の通し孔2b,5aを貫通し、座金21を通してナット22とネジ結合される。この結果、建物用土台1は、複数のスペーサS,Sを介して基礎Kの上方に固定される。
【0015】
また、上記スペーサSや後述する柱が配置されない位置における水平片2,5の屋外寄りの位置には、図2(A)に示すように、通気孔2c,5bが穿孔されている。かかる通気孔2c,5bは、平面視で円形の丸孔であり、且つ図2(A)の前後(長手)方向に沿って複数個が連続的に配置されている。更に、水平片2の上で且つ図示しない柱同士間には、図2(A)に示すように、断熱材Dおよびその屋内側の内装材Nが配置されている。そして、断熱材Dの屋外側には、幅狭で垂直な空間saを介して、合板38および外装材Gが垂直に配置されている。
従って、通気孔2c,5bは、図2(A)中の太い矢印で示すように、外気arを上記空間saに導入し、且つ断熱材D中などに含まれる水分や湿気を外部を排出させる。あるいは、導入した外気arを上記空間saから図示しない屋根の棟部分から排出する循環流を形成することにより、空間saでの結露を防いだり、室内の断熱性などを高めたり、あるいは屋根の棟部付近に生じる所謂すがもりを未然に防ぐことも可能となる。
【0016】
また、図2(A)に示すように、建物用土台1の屋外側の縦片3における嵌合溝9,11には、水切り材30の垂直片32が嵌合され且つネジ止めにより縦片3に固定される。水切り材30も前記同様のアルミニウム合金の押出形材からなり、図2(B)に示すように、垂直片32、水平片33、突条34、傾斜片35、およびカバー片36を一体に有する。かかる水切り材30により、雨天の際に屋外から傾斜片35に雨水が吹き付けても、この雨水は、図2(A)に示すように、土台1と基礎Kとの間から屋内側に浸入しなくなる。尚、垂直片32、水平片33、および突条34と囲まれた上向きの凹溝を利用して、前記合板38を取り付ける際に、かかる合板38の下端を支持できるため、その施工性が容易となる。
【0017】
更に、図2(A)に示すように、建物用土台1の屋内側の縦片4に位置する突片12,13間の凹部14には、間隔を置いて複数の根太受け24が配置され、それらの出隅部の段部27が個別に係止され且つ垂直部25が挿入される。
上記根太受け24も、図2(A)に示すように、前記同様の押出形材をその長手方向において短く切断したもので、垂直部25および水平部26からなる断面ほぼL字形を呈し、その出隅部に段部27が一体に設けられている。かかる根太受け24は、図2(A)に示すように、垂直部25を縦片4に図示しないネジで固定された後、その水平部26の上に根太23および床材Fが載置される。
【0018】
図2(B)は、前記土台1の変形形態である建物用土台1aの納まり図である。
建物用土台1aもアルミニウム合金の押出形材からなり、図2(B)に示すように、前記同様の水平片2,5、縦片3,4、および中空部6a,6b,6cなどを有している。但し、屋内側の縦片4の上端には、断面L形の突条15およびその内側の係止溝16が設けられ、且つ縦片4の下端には水平で長めの突片17が設けられると共に、突条15と突片17のとの間に凹部18が形成されている。また、アンカーボルト20や後述するボルト48が貫通しない位置における水平片2,5の屋外寄りの位置には、前記同様の通気孔2c,5bが穿孔されている。建物用土台1aも前記土台1と同様にスペーサSを介して基礎Kの上方に配置され、中空部6cなどを貫通するアンカーボルト20により固定される。
【0019】
更に、図2(B)に示すように、建物用土台1aにおける屋外側の縦片3の嵌合溝9,11には、水切り材30の垂直片32が前記同様に嵌合される。
加えて、図2(B)に示すように、建物用土台1aの屋内側の縦片4には、根太受け24aが配置される。
図2(B)に示すように、根太受け24aも垂直部25および水平部26からなる断面ほぼL字形を呈し、その出隅部に、係止突条28と係止溝29とを設けている。尚、上記突条28の長さは、土台1aの突条15よりも短く設定される。
【0020】
根太受け24aは、以下のようにして建物土台1aに固定される。先ず、縦片4の上端の係止溝16に、根太受け24aの係止突条28の先端部を斜めに挿入する。次に、かかる状態で根太受け24aを、図2(B)で時計回り方向に回転しつつ押し込むことにより、建物用土台1aの突条15を係止溝29に係止し、且つ建物用土台1aの凹部18に垂直部25を挿入する。この結果、根太受け24aは位置決めされる。そして、根太受け24aの垂直部25を縦片4に図示しないネジにより固定した後、水平部26上に根太23および床材Fが載置される。
【0021】
以上のような建物用土台1,1aによれば、白蟻の食害や湿気による腐食や寸法変化がなく、長期間にわたり断面や形状および強度が安定する。また、軽量で施工性に優れ、アルミニウム合金の押出形材によって形成されるため、加工精度が高く且つ建物の施工性を高められると共に、木材を用いず且つリサイクルも容易なため、環境上からも好ましい。しかも、水平片2,5の通気孔2c,5bおよび中空部6aを介して、外気を前記空間saに導入できるため、断熱材D中などに含まれる水分や湿気を外部を排出できる。あるいは、空間sa内での結露を防いだり、導入した外気を上記空間saから軒部分を経て屋根の棟部分から排出する循環流を形成した場合には、室内の断熱性などを高めたり、あるいは棟部付近に生じる所謂すがもりを未然に防ぐことも可能となる。
【0022】
ここで、建物土台1を例として基礎Kへの施工方法を説明する。
予め、図3(A),(B)に示すように、建物用土台1において柱Hを固定する位置に、かかる土台1と柱Hとの接続金具40を回転不能にして固定する。
接続金具40は、図3(A),(a)に示すように、鋼板からなる矩形状の接続板42、その底辺43の中央を上向きに細長くに切り欠いた逆U字形の凹部44、かかる凹部44の中間に挟まれつつ溶接付けされたナット46、および左右のピン孔49,49を含む。上記ナット46の下側には凹部44の下部45が位置し、且つナット46の上側には凹部44のアール部44aが位置している。
また、図3(A)に示すように、建物土台1の下方には、上面の中心部からボルト48を垂直に立設する平面視がほぼ正方形のベース板47と、上記ボルト48が中心部の通し孔shを貫通するスペーサsを配置する。かかるスペーサsは、前記スペーサSよりも上記ベース板47の厚み分だけ薄肉とされている。
【0023】
更に、図3(A)に示すように、建物用土台1の水平片2,5の幅方向の中央における凹溝2a付近に通し孔2b,5aを穿孔する。尚、通し孔2b,5aから離れた水平片2,5の屋外側には、通気孔2c,5bが別途穿孔されている。
図3(A),(B)に示すように、ベース板47上から立設するボルト48を、スペーサsの通し孔shと建物土台1の通し孔2bなどとに貫通させ、かかるボルト48の上端における雄ネジ部48aを接続金具40のナット46に螺合する。同時に、図3(B)に示すように、接続金具40の接続板42における下辺43,43を、建物用土台1上端の水平片2における凹溝2a内に挿入する。
【0024】
かかる状態で、図3(A)中の矢印で示すように、ベース板47を回転し、ボルト48をナット46にネジ込み、ベース板47と接続板42との間にスペーサsおよび建物土台1を挟み付ける。そして、ベース板47がスペーサsの底面に当接した時点で、かかるベース板47の回転、即ちボルト48のナット46に対するネジ込みを停止する。
その結果、図3(B)に示すように、接続金具40は、接続板42の下辺43,43が建物用土台1の凹溝2a内に嵌合され且つ回転不能となった状態で、建物用土台1上に固定される。また、かかる接続金具40に柱Hが固定され建物からの荷重が加わった状態においても、隔壁7a,7bにより、建物用土台1の縦片3,4には座屈などの変形が生じない。尚、以上の操作は、前記建物用土台1aについても、同様に行われる。
【0025】
建物用土台1上に固定された接続金具40には、かかる土台1を布基礎K上に固定した後、追って柱Hが接続される。図3(B)に示すように、柱Hの下端には、垂直に設けたスリットhsと当該柱Hを屋外・屋内方向に貫通する通し孔haとが形成されている。そして、固定された建物用土台1上の接続板42を柱Hのスリットhsに嵌合させ、図示しないピンを通し孔haおよび接続板42のピン孔49に打ち込むことで、柱Hを抜け出し不能にして土台1上に接続できる。
【0026】
次に、所定の位置に接続金具40、スペーサs、およびベース板47を固定した建物用土台1を、基礎Kの上方で固定する。図4(A)に示すように、基礎Kから立設するアンカーボルト20は、スペーサSの中心部を貫通している。
尚、建物用土台1を固定する位置は、前記接続金具40のない位置とされ、通気孔2c,5bは、当該土台1の固定位置と異なる位置に形成される。また、建物用土台1の水平片2,5の幅方向の中央における凹溝2aなどの付近には、前記とは別の通し孔2b,5aを穿孔しておく。更に、ナット22および座金21を用意する。
【0027】
次いで、図4(B)に示すように、アンカーボルト20を、通し孔2bなどに貫通させて建物用土台1を複数のスペーサS上に載置する。そして、アンカーボルト20の上端の雄ネジ部20aに、座金21を挿通させ且つナット22をネジ結合する。この結果、図4(B)に示すように、建物用土台1は、複数のスペーサSを介して基礎Nの上面に沿って強固に固定される。しかも、アンカーボルト20とナット22による締め付けによっても、隔壁7a,7bにより水平片2の中央付近が変形したり、縦片3,4などが座屈するなどの事態を防止できる。
尚、通気孔2c,5bは、アンカーボルト20や前記接続金具40のない所に穿孔する。また、この後で、前述したように、前記接続金具40を介して前記柱Hを建物用土台1上に接続し且つ垂直に立設する。更に、以上の操作は、前記土台1aについても同様に行われる。
【0028】
図5(A)は、本発明における第2の建物用土台50の納まり図である。
建物用土台50は、基礎Kの上面に沿って配置される長尺な土台本体51と、かかる土台本体51における所定の位置に嵌合され、基礎Kから立設するアンカーボルト20または前記ボルト48が貫通する位置などに配置される複数の短い補強材60とを組み合わせたものである。尚、図5(A)にて、建物用土台50全体の高さは40mmであり、その幅は120mmである。
図5(B)の上方に示すように、土台本体51も前記同様のアルミニウム合金の押出形材からなり、下向き(基礎K側)に開口する断面ほぼコ字形を呈すると共に、上端の水平片52および屋外・屋内側の縦片53,54と、これらに囲まれた開口部55とを、それぞれ長手(押出)方向に沿って一体に有する。水平片52の中央には、前記同様の凹溝52aが位置する。
【0029】
また、水平片52における屋外側で且つアンカーボルト20および前記ボルト48が貫通しない位置には、長円形の通気孔52cが長手方向に沿って所定間隔で複数個穿孔されている。通気孔52cは、水平片52をプレスで打ち抜くかフライス加工により形成される。
更に、図5(B)に示すように、土台本体51における屋外側の縦辺53の上端と下端付近とには、断面L形で互いに対向する長短の突条56,58とこれらの内側の嵌合溝57,57とが、長手方向に沿って形成されている。また、屋内側の縦片54の上端には、断面L形の突条56およびその内側の係止溝57を、下端には水平な突片59を、それぞれ長手方向の全長に沿って一体に有している。
【0030】
一方、補強材60も前記同様の押出形材からなり、図5(B)の下方に示すように、上・下端の水平片62,65および屋外・屋内側の縦片63,64とからなる断面がほぼ矩形を呈し、その内部には中空部66a,66b,66cを長手方向に沿って有している。尚、中空部66a,66b,66cは、補強材60の幅方向における中央付近の垂直な一対の隔壁67a,67bにより分割され、且つ幅方向の寸法が互いに相違している。
また、図5(B)に示すように、上端の水平片62の中央には、土台本体51の凹溝52aの底部を受け入れる幅広い凹溝62aが形成されている。更に、屋外側の縦片63の下端には、下端の水平片65の先端付近から立設する突片68とその内側の小溝61とが位置すると共に、屋内側の縦片64の下端には、断面L字形の突条69とその内側の幅広の小溝61とが位置している。
【0031】
図5(A)に示すように、土台本体51の開口部55における所定の位置に補強材60を嵌合すると共に、屋外側において土台本体51の縦片53の下端を、補強材60の小溝61に挿入し、屋内側において土台本体51の縦片54の下端に位置する突片59を、補強材60の小溝61に挿入する。この結果、長尺な土台本体51における所定の位置に複数の補強材60を嵌合した建物用土台50が組み立てられる。尚、土台本体51における水平片52の幅方向における中央付近で且つ凹溝52aの底部付近と、補強材60の中空部66cの上下に位置する水平片62,65に、図4(A)中で破線で示す通し孔をそれぞれ穿孔しておく。
【0032】
図5(A)に示すように、基礎K中からその上面に垂直に立設するアンカーボルト20は、スペーサSを貫通し、更に建物用土台50における土台本体51や補強材60の上記各通し孔を貫通する。かかる土台50の上方に突出するアンカーボルト20の雄ネジ部に座金21を挿通してナット22をネジ結合する。
この結果、建物用土台50は、補強材60が嵌合された部分の下側に位置する複数のスペーサSを介して、基礎Kの上方に沿って配置され且つ固定される。
尚、上記操作の前に、建物用土台50上における所定の位置に、予め前記接続金具40の接続板42をボルト48など用いて立設しておくと共に、上記操作の後で、かかる土台50の上に前記柱Hを垂直に固定する。更に、建物用土台50の上で且つ上記柱H,H間となる位置には、図5(A)に示すように、断熱材Dおよびその屋内側の内装材(図示せず)が配置される。
【0033】
また、図5(A)に示すように、土台本体51における屋外側の縦片53の嵌合溝57,57には、水切り材30の垂直片32が前記同様に嵌合された後、水切り突条34の内・外両側には、合板38と外装材Gとが施工される。
更に、図5(A)に示すように、土台本体51の屋内側の縦片54には、根太受け24aが配置される。前記同様に、土台本体51の突条56に根太受け24aの係止溝29を係止し且つ係止溝57に係止突条28を係止した後、係止溝57と突片59との間に垂直片25を挿入する。この結果、根太受け24aは位置決めされる。次いで、垂直片25を土台本体51の縦片54に図示しないネジによって固定した後、水平片26の上に根太23および床材Fが載置される。
そして、図5(A)中の太い矢印で示すように、スペーサSなどのない位置では、外気arが土台本体51の通気孔52cを通じて、合板38と断熱材Dとに挟まれた幅狭で且つ垂直な空間sa内に常に導入される。
【0034】
以上のような建物用土台50によっても、アルミニウム合金の押出形材で形成されているため、白蟻の食害、湿気による腐食のおそれ、寸法変化、および建物の歪みを生じるおそれがなく、軽量で施工性に優れ、加工精度が高くなる。しかも、外気arが通気孔52cを介して上記空間saに導入されるため、断熱材D中などに含まれる水分や湿気を外部を排出させる。あるいは、導入した外気arを上記空間saから図示しない屋根の棟部分から排出する循環流を形成することにより、室内の断熱性などを高めたり、あるいは棟部付近に生じる所謂すがもりや結露などを未然に防ぐことも可能となる。
加えて、アンカーボルト20やボルト48が貫通する部分にのみ補強材60を配置すると共に、その隔壁67a,67bにより、土台本体51や補強材60の水平片52,62の下向きの変形や縦片53,63,54,64の座屈変形なども防止できる。従って、必要な部位には充分な強度を有し、外気arが自在に導入できるため、断熱材Dの収縮や劣化を防止することも可能となる。
【0035】
図6(A)は、前記土台50の変形形態の建物用土台50aの納まり図である。
建物用土台50aも、前記同様に、基礎Kの上面に沿って配置される長尺な土台本体51aと、かかる土台本体51aの所定部分に嵌合され、基礎Kから立設する前記アンカーボルト20や前記ボルト48が貫通する位置などに配置される複数の短い補強材60aとを組み合わせたものである。
土台本体51もアルミニウム合金の押出形材からなり、図6(B)の上方に示すように、前記同様の上端の水平片52、屋外側・屋内側の縦片53,54、およびこれらの囲まれた開口部55とからなる断面ほぼコ字形を呈する。但し、屋内側の縦片54の上端および下端付近には水平な突片59a,59bがそれぞれ長手方向の全長に沿って一体に設けられている。
【0036】
また、補強材60aも前記同様の押出形材からなり、図6(B)の下方に示すように、前記同様の上・下端の水平片62,65、屋外・屋内側の縦片63,64、およびこれらに囲まれ且つ前記同様の隔壁67a,67bにより3つの中空部66a〜66cを内蔵している。但し、屋内側の縦片64の下端には、断面L字形の突条69とその内側に位置する幅狭の小溝61が形成されている。
前記同様に、土台本体51aの開口部55における所定の位置に補強材60aを嵌合すると共に、屋外側にて土台本体51の縦片53の下端を、補強材60aの小溝61内に挿入し、屋内側において土台本体51aの縦片54の下端を補強材60aの小溝61内に挿入し且つ突片59bを突条69の上面に載せる。
この結果、図6(A)に示すように、長尺な土台本体51aにおける所定の位置に複数の補強材60aを嵌合した建物用土台50aが組み立てられる。
【0037】
土台本体51aの水平片52の幅方向における中央付近で且つ凹溝52aの底部と、補強材60aの中空部66cの上下に位置する水平片62,65とに、それぞれ通し孔を穿孔し且つこれらを長手方向の所定の位置ごとに穿孔しておく。
予め、前記ベース板47上から立設するボルト48を用いて、接続金具40の前記接続板42の底辺43が凹溝52a内に嵌合するようにして、かかる接続金具40が、建物用土台51a上における柱Hの取付位置に立設されている。
次に、図6(A),(C)に示すように、基礎KからスペーサSを通して立設するアンカーボルト20を、建物用土台50aの異なる位置における土台本体51aや補強材60aの上記各通し孔に貫通し、且つ座金21を挿通してナット22に螺合する。この結果、建物用土台50aが基礎Kの上面に沿って固定される。
尚、図6(C)は、図6(A)と直交する視覚における垂直断面図である。
【0038】
また、前記同様に、土台本体51aの嵌合溝57,57に水切り材30の垂直片32を嵌合した後、前記同様にして当該土台50aに取り付け且つ固定する。
そして、前記柱H下端のスリットhsに接続板42を嵌合し且つ柱Hに図示しないピンを水平に打ち込みと同時に接続板42の前記ピン孔49を貫通させることにより、建物用土台50a上に柱Hを抜け出し不能にして立設する。
更に、図6(A)に示すように、土台本体51aの突片59a,59b間に根太受け24の垂直片25を挿入して係止し、且つネジ止めにより縦片54などに固定した後、水平片26の上に根太23および床材Fが載置される。
【0039】
図6(C)に示すように、通気孔52cは、土台本体51a(51)における補強材60a(60)が嵌合されない位置の水平片52に穿孔されているため、同図および図6(A)中の太い矢印で示すように、かかる通気孔52cを通じて外気arを図6(A)に示す空間sa内に常に導入することができる。
以上の建物用土台50aによっても、前記土台50と同様な効果が得られる。
尚、土台本体51,51aの水平片52に穿孔する通気孔は、ドリルにより形成する複数の丸孔としても良く、これら丸孔の配置も互いに近接したり、土台本体51,51aの長手方向に沿ってほぼ等間隔に分散させても良い。
【0040】
尚、本発明の建物用土台は、以上において説明した各形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更することも可能である。
【0041】
【発明の効果】
以上に説明した本発明の第1の建物用土台(請求項1)によれば、白蟻の食害や湿気による腐食または寸法変化がなく、長期間にわたり断面や形状および強度が安定すると共に、軽量で固定荷重を小さくでき、加工精度が高く且つ建物の施工性を高められると共に、環境上からも好ましくなる。しかも、通気孔から導入される外気により、当該土台上に配置される断熱材の吸湿を低減したり、内・外装材間の結露を防いだり、あるいは室内の断熱性や保温性を高められる。従って、吸湿に起因する上記断熱材の収縮変形や劣化などを防止できるため、建物の居住性を快適な状態に長く保つことが可能となる
一方、本発明の第2の建物用土台(請求項)によれば、上記の効果に加えて、アンカーボルトが貫通する部分などにのみ補強材を配置するため、一層軽量で施工性が向上し、材料を節約することもできる。しかも、通気孔は、土台本体の水平片で且つ補強材が嵌合されていない位置のみに、ドリル、打ち抜きプレス、あるいはフライス加工などにより穿孔すれば良いため、一層容易且つ迅速に形成することができる。
【0042】
更に、請求項の建物用土台によれば、建物の内装材と外装材との間に位置する空間に、必要且つ十分な外気を導入することが容易となる。
加えて、請求項5の建物用土台によれば、前記何れかの水平片に穿孔された通気孔から導入される外気により、土台または土台本体の上方に配置される前記断熱材の吸湿を低減できるため、かかる吸湿に起因する上記断熱材の収縮変形や劣化を防止できる。あるいは、内装材・外装材間の結露や棟付近で生じる所謂すがもりを防止できるため、建物の居住性を快適な状態に保つことが容易となる。
【図面の簡単な説明】
【図1】本発明の第1の建物用土台を基礎上に施工した状態を模式的に示す斜視図。
【図2】 (A),(B)は図1の建物用土台の納まりを示す異なる位置での垂直断面図。
【図3】 (A),(B)は図1の土台上に柱用の接続金具を固定する状態を示す概略図。
【図4】 (A),(B)は図1の土台を布基礎の上面に固定する状態を示す概略図。
【図5】 (A)は本発明による第2の建物用土台の納まりを示す垂直断面図、(B)は(A)の土台に用いる土台本体および補強材を示す斜視図。
【図6】 (A)は図5(A)の土台の変形形態である建物用土台の納まりを示す垂直断面図、(B)はかかる土台に用いる土台本体および補強材を示す断面図、(C)は(A)と直交する視覚における垂直断面図。
【符号の説明】
1,1a,50,50a…建物用土台
2,5,52………………水平片
2c,5b…………………通気孔
3,4,53,54………縦片
6a〜6c…………………中空部
51,51a………………土台本体
55…………………………開口部
60,60a………………補強材
K……………………………基礎
D……………………………断熱材
G……………………………外装材
sa…………………………空間
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a building foundation disposed along an upper surface of a foundation. In the present specification, the foundation includes a cloth foundation, a solid foundation, an independent foundation, and the like.
[0002]
[Prior art]
In general, as a building base fixed along the upper surface of a foundation made of concrete, a base made of wood having a square cross section is widely used in the conventional method and the prefabricated method. Such a base made of wood is fixed by an anchor bolt standing above the foundation, and pillars, studs, and the like are also erected via the foundation.
[0003]
However, the conventional wood base has the following problems.
(1) It is easily damaged by white ants and corroded by moisture.
(2) By repeatedly absorbing and releasing moisture, the cross-sectional dimensions of the foundation change over time, so that the building is distorted.
(3) Since the weight is large, workability on site is reduced.
(4) Since both the portion supporting the concentrated load, such as directly under the pillar, and the portion that is not so have the same cross section, the base material is wasted.
(5) Since the processing accuracy is low and the dimensions are likely to be distorted, it is difficult to make a modular unit and the workability of the building is lowered.
(6) Positions close to the outside of the foundation to prevent moisture absorption of the heat insulating material arranged between the exterior materials and the interior materials, and to form a ventilation path necessary to enhance the heat insulation and heat insulation in the building indoors A complicated operation of providing a plurality of notches with a chisel or the like is required.
(7) It is easy to lead to environmental destruction by logging.
[0004]
[Problems to be Solved by the Invention]
The present invention solves the problems in the prior art described above, and there is no corrosion or dimensional change due to white ants eating damage or moisture, and it is lightweight and can improve processing accuracy and workability, and between the exterior and interior materials of a building. It is an object of the present invention to provide a building foundation that facilitates ventilation.
[0005]
[Means for Solving the Problems]
  In order to solve the above-mentioned problems, the present invention was conceived by applying an extruded shape made of an aluminum alloy to a building base and drilling a vent hole at a predetermined position in the shape. It is.
  That is, the first building foundation according to the present invention (Claim 1) is provided along the upper surface of the foundation.Through the spacerPlaced,A building foundation formed by an extruded shape made of an aluminum alloy, a pair of upper and lower horizontal pieces, a pair of vertical pieces located on the outdoor / indoor side,A pair of vertical partitions,And the cross section formed by the hollow portion surrounded by these has a substantially rectangular shape and is outdoors in a pair of upper and lower horizontal pieces.On the side and at the position where the spacer is not arranged,Ventilation holes are perforated.
  still,The vents are formed on the outdoor side of the pair of upper and lower horizontal pieces at substantially the same position in plan view.Be.
[0006]
  ThisTo thisAccording to this, since the foundation for the building is formed of the extruded shape of the aluminum alloy, there is no corrosion or dimensional change due to the damage of white ants or moisture, and the foundation is stable in cross section, shape and strength over a long period of time. Further, it is lightweight and can reduce the fixed load, has high processing accuracy, can improve the workability of the building, and is preferable from the environment.
  In addition, the outside air introduced from the vents reduces the moisture absorption of the heat insulating material disposed on the foundation, prevents condensation between the inner and outer materials, or enhances the heat insulating property and heat retaining property in the room. Can do. Accordingly, shrinkage deformation and deterioration of the heat insulating material due to the moisture absorption can be prevented, so that the comfortability of the building can be maintained in a comfortable state for a long time.
  The vent hole can be easily and quickly formed at a predetermined position by drilling a pair of upper and lower horizontal pieces with a drill or a punching press. The longitudinal direction is the same as the extrusion direction of the extruded shape forming the foundation.
[0007]
  On the other hand, a second building foundation according to the present invention (claims)2) Along the top surface of the foundationThrough the spacerPlaced,A building base comprising a base body formed of an extruded shape made of an aluminum alloy, and a reinforcing material fitted in a predetermined position in the longitudinal direction of the base body and made of the same extruded shape as described above. The base body has a substantially U-shaped cross section consisting of an upper horizontal piece, a pair of vertical pieces located on the outdoor / indoor side, and an opening surrounded by these and opened to the foundation side.And  The reinforcing member has a substantially rectangular cross section including a pair of upper and lower horizontal pieces, a pair of vertical pieces located on the outdoor / indoor side, a pair of vertical partition walls, and a hollow portion surrounded by these.And the reinforcing material is fitted on the outdoor side of the horizontal piece of the base body.And the spacer is not arrangedIn the position, a vent hole is perforated.
[0008]
Also by this, there is no fear of white ants eating damage, corrosion due to moisture, dimensional change, and building distortion, and the processing accuracy is high and the workability of the building is enhanced. Furthermore, since the reinforcing material is disposed only in the portion where the anchor bolt penetrates or the portion where the pillar is erected and the load in the vertical direction is concentrated, it is possible to provide a foundation that is lighter and has good workability. In addition, the outside air introduced from the air vents reduces the moisture absorption of the heat insulating material placed on the base body, prevents condensation between the inner and outer materials, or increases the heat insulation and heat retention in the room. Can do. In addition, since the vent hole only needs to be drilled by a drill or a punching press at a position where the reinforcing material in the horizontal piece of the base body is not fitted, it can be formed more easily and quickly.
[0009]
  Further, according to the present invention, the vent hole is a plurality of round holes having a circular shape in plan view, or a single or a plurality of long holes, and the plurality of round holes or an arbitrary number of the long holes are the base for the building. Or a building base, drilled substantially along the longitudinal direction of the base body (claims)3) Is also included.
  According to this, it becomes easy to introduce necessary and sufficient outside air into the space located between the interior material and the exterior material of the building. Note that the drilling of the round hole is mainly performed by a drill, and is particularly effective when drilling into a pair of upper and lower horizontal pieces on the building base. On the other hand, perforation of long holes is mainly performed by punching or milling with a press, and is particularly effective when drilling in a horizontal piece of a base body.
  Furthermore, in the present invention, the vent hole drilled in the upper horizontal piece in the building base or the vent hole drilled in the horizontal piece of the base body is erected on the building base or the base body. Building foundations (Claim 4) are also included, which are formed at positions where no pillars are placed..
[0010]
Further, in the present invention, the ventilation hole perforated in the upper horizontal piece in the building base or the vent hole perforated in the horizontal piece of the base body is a heat insulating material disposed above the building base or the base body. And a building base (Claim 5) that communicates with a vertical space located between the heat insulating material and the exterior material disposed on the outdoor side.
According to this, the moisture absorption of the said heat insulating material arrange | positioned above a base or a base main body can be reduced with the external air introduce | transduced from the vent hole perforate | punched in the said any horizontal piece. For this reason, it is possible to prevent shrinkage deformation and deterioration of the heat insulating material due to such moisture absorption, prevent condensation between the inner and outer materials, or prevent so-called clouding that occurs in the vicinity of the building, so that the habitability of the building It is easy to keep the device in a comfortable state for a long time.
The vertical space includes a form communicating from the vicinity of the building base to the vicinity of the roof ridge, which can contribute to maintaining the heat insulation and heat insulation in the room.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
In the following, preferred embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view schematically showing an outline of a completed construction state of a first building base 1 according to the present invention, and the base 1 extends along the upper surface of a foundation K of the building as shown in FIG. Are arranged via spacers S and s.
As shown in FIG. 1, the building foundation 1 is fixed to the foundation K by anchor bolts 20, and the bolts 20 penetrate the foundation 1 in the vicinity of the pillars H standing on the foundation 1. Further, the pillar H is erected vertically through a connection fitting 40 described later. In addition, between the pillars H and H on the building base 1, an intermediary pillar mH is erected with a metal fitting via a spacer S between the foundation K and between the building bases 1 and 1 parallel to each other. The joist 23 is stretched horizontally. The joist 23 is fixed on the joist support 24 as will be described later, or as shown in FIG. 1, the joist 23 is a hollow extruded section having a square cross section made of an aluminum alloy, and the joist 23 is formed in the hollow portion at the end. The support 24 is fixed to the base 1. At this time, the upper surface of the joist 23 is arranged at the same level as the upper surface of the building base 1.
[0012]
FIG. 2A is a storage diagram of the first building base 1 shown in FIG.
The building base 1 is disposed along the upper surface of the foundation K via a spacer S, and is made of an extruded shape of an aluminum alloy (JIS: A6063S-T5 or the like). As shown in FIG. 2 (A), the building base 1 has a substantially rectangular cross section composed of horizontal pieces 2 and 5 on the upper and lower ends and vertical pieces 3 and 4 on the outdoor and indoor sides. The hollow portions 6a, 6b and 6c are substantially similar to each other along the entire length in the longitudinal direction (the depth direction and the extrusion direction in the drawing).
[0013]
Since the hollow portions 6a, 6b, and 6c are divided by a pair of vertical partition walls 7a and 7b that are formed near the center in the width direction of the base 1 and at uneven positions, their width dimensions are different from each other. . Incidentally, the height of the entire outer shape of the base 1 is 40 mm, the width is 120 mm, and the thickness of each part is about 2 mm.
Further, as shown in FIG. 2 (A), the building base 1 has a shallow groove 2a in the vicinity of the center of the horizontal piece 2 at the upper end, and is a cross section facing the upper and lower ends of the vertical side 3 on the outdoor side. The L-shaped long and short ridges 8 and 10 and the inner fitting grooves 9 and 11 are integrally provided. Furthermore, horizontal protrusions 12 and 13 and a shallow concave portion 14 therebetween are integrally provided on the upper and lower ends of the vertical piece 5 on the indoor side.
[0014]
Further, as shown in FIG. 2A, a plurality of spacers S having a substantially square shape in plan view and a thickness of about 20 mm are placed on the foundation K at equal intervals along the front-rear direction in the drawing. The spacer S is made of hard synthetic rubber or synthetic resin having heat resistance and weather resistance. The spacer is continuous from an anchor portion (not shown) in the foundation K and is erected from the vicinity of the center of the upper surface of the foundation K. Anchor bolt 20 to penetrate.
As shown in FIG. 2A, the anchor bolt 20 passes through the hollow portion 6c located at the center of the building base 1 and the through holes 2b and 5a of the upper and lower horizontal pieces 2 and 5 and passes through the washer 21 and the nut. 22 and screw connection. As a result, the building base 1 is fixed above the foundation K via the plurality of spacers S, S.
[0015]
Further, as shown in FIG. 2 (A), vent holes 2c and 5b are perforated at positions close to the outdoors of the horizontal pieces 2 and 5 at positions where the spacers S and pillars described later are not disposed. The vent holes 2c and 5b are circular round holes in plan view, and a plurality of the vent holes 2c and 5b are continuously arranged along the front-rear (longitudinal) direction of FIG. Furthermore, as shown in FIG. 2 (A), a heat insulating material D and an interior material N on the indoor side are arranged on the horizontal piece 2 and between columns not shown. And on the outdoor side of the heat insulating material D, the plywood 38 and the exterior material G are vertically arranged through a narrow and vertical space sa.
Accordingly, as shown by the thick arrows in FIG. 2A, the vent holes 2c and 5b introduce the outside air ar into the space sa and discharge the moisture and moisture contained in the heat insulating material D to the outside. . Alternatively, by forming a circulation flow that discharges the introduced outside air ar from the above-mentioned space sa through a roof ridge portion (not shown), condensation in the space sa is prevented, heat insulation in the room is increased, or a roof ridge It is also possible to prevent so-called fogging that occurs near the portion.
[0016]
Further, as shown in FIG. 2 (A), a vertical piece 32 of a draining material 30 is fitted in the fitting grooves 9 and 11 of the vertical piece 3 on the outdoor side of the building base 1 and is fixed by screwing. 3 is fixed. The draining material 30 is also formed of the same aluminum alloy extruded shape as described above, and integrally includes a vertical piece 32, a horizontal piece 33, a protrusion 34, an inclined piece 35, and a cover piece 36, as shown in FIG. . Even if rainwater is sprayed on the inclined piece 35 from outside in the case of rain, the rainwater enters the indoor side from between the base 1 and the foundation K as shown in FIG. Disappear. In addition, when attaching the said plywood 38 using the upward ditch | groove enclosed by the vertical piece 32, the horizontal piece 33, and the protrusion 34, since the lower end of this plywood 38 can be supported, the construction property is easy. It becomes.
[0017]
Further, as shown in FIG. 2 (A), a plurality of joist supports 24 are arranged at intervals in the recess 14 between the projecting pieces 12 and 13 located on the vertical piece 4 on the indoor side of the building base 1. The step portions 27 at the protruding corners are individually locked and the vertical portion 25 is inserted.
As shown in FIG. 2 (A), the joist support 24 is also obtained by cutting the same extruded profile in the longitudinal direction so as to have a substantially L-shaped cross section composed of a vertical portion 25 and a horizontal portion 26. A stepped portion 27 is integrally provided at the protruding corner. As shown in FIG. 2A, the joist support 24 has the vertical portion 25 fixed to the vertical piece 4 with screws (not shown), and the joist 23 and the floor material F are placed on the horizontal portion 26. The
[0018]
FIG. 2B is a storage diagram of a building base 1 a which is a modification of the base 1.
The building base 1a is also made of an extruded shape of an aluminum alloy, and as shown in FIG. 2 (B), the same horizontal pieces 2, 5, vertical pieces 3, 4, and hollow portions 6a, 6b, 6c are provided. is doing. However, a protrusion 15 having an L-shaped cross section and a locking groove 16 inside thereof are provided at the upper end of the vertical piece 4 on the indoor side, and a horizontal and long protrusion 17 is provided at the lower end of the vertical piece 4. At the same time, a recess 18 is formed between the protrusion 15 and the protrusion 17. In addition, vent holes 2c and 5b similar to those described above are perforated at positions close to the outside of the horizontal pieces 2 and 5 at positions where the anchor bolt 20 and a bolt 48 described later do not penetrate. Similarly to the base 1, the building base 1a is also disposed above the foundation K via the spacer S, and is fixed by anchor bolts 20 penetrating the hollow portion 6c and the like.
[0019]
Further, as shown in FIG. 2B, the vertical piece 32 of the draining material 30 is fitted in the fitting grooves 9 and 11 of the vertical piece 3 on the outdoor side of the building base 1a in the same manner as described above.
In addition, as shown in FIG. 2B, a joist support 24a is disposed on the indoor vertical piece 4 of the building base 1a.
As shown in FIG. 2 (B), the joist support 24a also has a substantially L-shaped cross section composed of a vertical portion 25 and a horizontal portion 26, and is provided with a locking protrusion 28 and a locking groove 29 at its protruding corner. Yes. In addition, the length of the said protrusion 28 is set shorter than the protrusion 15 of the base 1a.
[0020]
The joist support 24a is fixed to the building base 1a as follows. First, the tip end portion of the locking protrusion 28 of the joist support 24a is inserted obliquely into the locking groove 16 at the upper end of the vertical piece 4. Next, in this state, the joist support 24a is pushed in while rotating in the clockwise direction in FIG. 2B, so that the protrusion 15 of the building base 1a is locked in the locking groove 29, and the building base is fixed. The vertical part 25 is inserted into the recess 18 of 1a. As a result, the joist support 24a is positioned. And after fixing the vertical part 25 of the joist support 24a to the vertical piece 4 with a screw (not shown), the joist 23 and the floor material F are placed on the horizontal part 26.
[0021]
According to the building foundations 1 and 1a as described above, the cross-section, shape, and strength are stable over a long period of time without white ants eating damage, moisture corrosion, and dimensional changes. In addition, it is lightweight, has excellent workability, and is formed from an extruded aluminum alloy material. Therefore, it has high processing accuracy, improves the workability of buildings, and does not use wood and is easy to recycle. preferable. And since external air can be introduce | transduced into the said space sa through the vent holes 2c and 5b and the hollow part 6a of the horizontal pieces 2 and 5, the water | moisture content and moisture which are contained in the heat insulating material D etc. can be discharged | emitted outside. Or, in the case of forming a circulation flow that prevents dew condensation in the space sa, or the introduced outside air is discharged from the space sa through the eaves part and the roof ridge part, It is also possible to prevent so-called clouding that occurs near the ridge.
[0022]
Here, the construction method to the foundation K is demonstrated by using the building base 1 as an example.
As shown in FIGS. 3 (A) and 3 (B), the connecting metal 40 between the base 1 and the pillar H is fixed in a non-rotatable manner at a position where the pillar H is fixed on the building base 1 in advance.
As shown in FIGS. 3 (A) and 3 (a), the connection fitting 40 has a rectangular connection plate 42 made of a steel plate, an inverted U-shaped recess 44 in which the center of the base 43 is elongated in an upward direction. It includes a nut 46 welded while being sandwiched between the recesses 44, and left and right pin holes 49, 49. A lower portion 45 of the recess 44 is positioned below the nut 46, and a rounded portion 44 a of the recess 44 is positioned above the nut 46.
As shown in FIG. 3 (A), below the building base 1, a base plate 47 having a substantially square shape in plan view in which the bolt 48 is vertically erected from the center of the upper surface, and the bolt 48 at the center. The spacer s penetrating the through hole sh is disposed. The spacer s is thinner than the spacer S by the thickness of the base plate 47.
[0023]
Further, as shown in FIG. 3 (A), through holes 2b and 5a are formed in the vicinity of the concave groove 2a in the center in the width direction of the horizontal pieces 2 and 5 of the building base 1. In addition, ventilation holes 2c and 5b are separately drilled on the outdoor side of the horizontal pieces 2 and 5 away from the through holes 2b and 5a.
As shown in FIGS. 3A and 3B, a bolt 48 standing from above the base plate 47 is passed through the through hole sh of the spacer s, the through hole 2b of the building base 1, and the like. The male thread portion 48a at the upper end is screwed into the nut 46 of the connection fitting 40. At the same time, as shown in FIG. 3B, the lower sides 43 and 43 of the connection plate 42 of the connection fitting 40 are inserted into the concave grooves 2 a in the horizontal piece 2 at the upper end of the building base 1.
[0024]
In this state, as shown by an arrow in FIG. 3A, the base plate 47 is rotated, the bolt 48 is screwed into the nut 46, and the spacer s and the building base 1 are interposed between the base plate 47 and the connection plate 42. Sandwich. When the base plate 47 comes into contact with the bottom surface of the spacer s, the rotation of the base plate 47, that is, screwing of the bolt 48 into the nut 46 is stopped.
As a result, as shown in FIG. 3 (B), the connection fitting 40 has the lower side 43, 43 of the connection plate 42 fitted in the groove 2a of the building base 1 and cannot be rotated. It is fixed on the base 1 for use. Even in a state where the column H is fixed to the connection fitting 40 and a load is applied from the building, the vertical pieces 3 and 4 of the building base 1 are not deformed by buckling or the like by the partition walls 7a and 7b. In addition, the above operation is performed similarly about the said foundation 1a for buildings.
[0025]
After the base 1 is fixed on the cloth foundation K, the pillar H is connected to the connection fitting 40 fixed on the building base 1 later. As shown in FIG. 3B, a slit hs provided vertically and a through hole ha penetrating the pillar H in the outdoor / indoor direction are formed at the lower end of the pillar H. Then, the connecting plate 42 on the fixed building base 1 is fitted into the slit hs of the column H, and a pin (not shown) is driven into the through hole ha and the pin hole 49 of the connecting plate 42 so that the column H cannot be pulled out. Can be connected on the base 1.
[0026]
Next, the building base 1 in which the connection fitting 40, the spacer s, and the base plate 47 are fixed at predetermined positions is fixed above the foundation K. As shown in FIG. 4A, the anchor bolt 20 erected from the foundation K passes through the center portion of the spacer S.
The building base 1 is fixed at a position where the connection fitting 40 is not provided, and the air holes 2c and 5b are formed at positions different from the fixing position of the base 1. Further, through holes 2b and 5a different from the above are drilled in the vicinity of the concave groove 2a and the like in the center in the width direction of the horizontal pieces 2 and 5 of the building base 1. Further, a nut 22 and a washer 21 are prepared.
[0027]
Next, as shown in FIG. 4 (B), the anchor bolt 20 is passed through the through hole 2b and the building base 1 is placed on the plurality of spacers S. Then, the washer 21 is inserted into the male screw portion 20a at the upper end of the anchor bolt 20 and the nut 22 is screwed. As a result, as shown in FIG. 4B, the building base 1 is firmly fixed along the upper surface of the foundation N via the plurality of spacers S. Moreover, even when the anchor bolts 20 and the nuts 22 are tightened, it is possible to prevent a situation in which the vicinity of the center of the horizontal piece 2 is deformed by the partition walls 7a and 7b, and the vertical pieces 3 and 4 are buckled.
The vent holes 2c and 5b are drilled in places where the anchor bolt 20 and the connection fitting 40 are not present. Thereafter, as described above, the pillar H is connected to the building base 1 via the connection fitting 40 and is erected vertically. Further, the above operation is similarly performed on the base 1a.
[0028]
FIG. 5A is a storage diagram of the second building base 50 in the present invention.
The building base 50 is a long base body 51 disposed along the upper surface of the foundation K, and the anchor bolt 20 or the bolt 48 that is fitted at a predetermined position in the base body 51 and is erected from the foundation K. This is a combination of a plurality of short reinforcing members 60 arranged at a position where the through hole penetrates. In FIG. 5A, the height of the entire building base 50 is 40 mm, and its width is 120 mm.
As shown in the upper part of FIG. 5 (B), the base body 51 is also made of an extruded shape of the same aluminum alloy as described above, has a substantially U-shaped cross section that opens downward (foundation K side), and has a horizontal piece 52 at the upper end. The vertical pieces 53 and 54 on the outdoor / indoor side and the opening 55 surrounded by them are integrally provided along the longitudinal (extrusion) direction. A concave groove 52a similar to the above is located at the center of the horizontal piece 52.
[0029]
Further, a plurality of oval vent holes 52c are perforated at predetermined intervals along the longitudinal direction at positions on the outdoor side of the horizontal piece 52 where the anchor bolt 20 and the bolt 48 do not penetrate. The vent hole 52c is formed by punching the horizontal piece 52 with a press or by milling.
Further, as shown in FIG. 5 (B), long and short ridges 56 and 58 facing each other in an L-shaped cross section are formed in the vicinity of the upper end and the lower end of the vertical side 53 on the outdoor side of the base main body 51 and the inner sides thereof. The fitting grooves 57 and 57 are formed along the longitudinal direction. Further, a protrusion 56 having an L-shaped cross section and an inner locking groove 57 are provided at the upper end of the indoor vertical piece 54, and a horizontal protrusion 59 is integrally provided along the entire length in the longitudinal direction. Have.
[0030]
On the other hand, the reinforcing member 60 is also made of the same extruded shape as described above, and is composed of upper and lower horizontal pieces 62 and 65 and outdoor and indoor side vertical pieces 63 and 64 as shown in the lower part of FIG. The cross section is substantially rectangular and has hollow portions 66a, 66b, 66c along the longitudinal direction. The hollow portions 66a, 66b, and 66c are divided by a pair of vertical partition walls 67a and 67b near the center of the reinforcing member 60 in the width direction, and the dimensions in the width direction are different from each other.
As shown in FIG. 5B, a wide groove 62a for receiving the bottom of the groove 52a of the base body 51 is formed at the center of the horizontal piece 62 at the upper end. Further, a projecting piece 68 erected from the vicinity of the tip of the lower horizontal piece 65 and a small groove 61 inside thereof are located at the lower end of the outdoor vertical piece 63, and at the lower end of the indoor vertical piece 64. The ridge 69 having an L-shaped cross section and the wide small groove 61 inside thereof are located.
[0031]
As shown in FIG. 5A, the reinforcing member 60 is fitted in a predetermined position in the opening 55 of the base body 51, and the lower end of the vertical piece 53 of the base body 51 is connected to the small groove of the reinforcing member 60 on the outdoor side. The protruding piece 59 that is inserted into the lower end of the vertical piece 54 of the base body 51 on the indoor side is inserted into the small groove 61 of the reinforcing member 60. As a result, the building base 50 in which a plurality of reinforcing members 60 are fitted at predetermined positions in the long base body 51 is assembled. 4A, the horizontal pieces 62 and 65 located near the center in the width direction of the horizontal piece 52 in the base body 51 and near the bottom of the recessed groove 52a and above and below the hollow portion 66c of the reinforcing member 60 The through-holes indicated by broken lines are respectively drilled.
[0032]
As shown in FIG. 5 (A), the anchor bolt 20 erected vertically from the foundation K in the upper surface thereof penetrates the spacer S, and further passes the above-mentioned through-hole base 51 and reinforcing material 60 in the building base 50. Penetrate the hole. The washer 21 is inserted into the male screw portion of the anchor bolt 20 protruding above the base 50 and the nut 22 is screwed.
As a result, the building base 50 is arranged and fixed along the upper side of the foundation K via the plurality of spacers S located below the portion where the reinforcing member 60 is fitted.
Before the above operation, the connection plate 42 of the connection fitting 40 is erected in advance using a bolt 48 or the like at a predetermined position on the building base 50, and after the operation, the base 50 The pillar H is fixed vertically on the top. Further, as shown in FIG. 5A, a heat insulating material D and an interior material (not shown) on the indoor side are arranged on the building base 50 and between the pillars H and H. The
[0033]
Further, as shown in FIG. 5 (A), the vertical piece 32 of the draining material 30 is fitted in the fitting grooves 57, 57 of the vertical piece 53 on the outdoor side of the base body 51 in the same manner as described above, and then drained. A plywood 38 and an exterior material G are constructed on both the inner and outer sides of the ridge 34.
Further, as shown in FIG. 5A, a joist support 24a is disposed on the indoor vertical piece 54 of the base body 51. Similarly to the above, after the locking groove 29 of the joist support 24a is locked to the protrusion 56 of the base body 51 and the locking protrusion 28 is locked to the locking groove 57, the locking groove 57 and the protruding piece 59 A vertical piece 25 is inserted between the two. As a result, the joist support 24a is positioned. Next, after fixing the vertical piece 25 to the vertical piece 54 of the base body 51 with screws (not shown), the joists 23 and the floor material F are placed on the horizontal piece 26.
As shown by the thick arrow in FIG. 5A, the outside air ar is narrowly sandwiched between the plywood 38 and the heat insulating material D through the vent hole 52c of the base body 51 at a position without the spacer S or the like. And it is always introduced into the vertical space sa.
[0034]
The building base 50 as described above is also formed of an aluminum alloy extruded shape, so there is no risk of white ant corrosion, moisture corrosion, dimensional changes, and building distortion, and construction is lightweight. Excellent in machining performance and machining accuracy. Moreover, since the outside air ar is introduced into the space sa through the vent hole 52c, moisture and moisture contained in the heat insulating material D and the like are discharged to the outside. Alternatively, by forming a circulation flow that discharges the introduced outside air ar from the above-mentioned space sa through a roof ridge portion (not shown), the heat insulation in the room is increased, or so-called smoke or dew condensation that occurs near the ridge portion. It can also be prevented beforehand.
In addition, the reinforcing member 60 is disposed only in a portion through which the anchor bolt 20 and the bolt 48 penetrate, and the horizontal pieces 52 and 62 of the base body 51 and the reinforcing member 60 are deformed downward or vertically by the partition walls 67a and 67b. Buckling deformation of 53, 63, 54, 64 can also be prevented. Accordingly, the necessary portion has sufficient strength and the outside air ar can be introduced freely, so that the heat insulating material D can be prevented from shrinking or deteriorating.
[0035]
FIG. 6A is a storage diagram of a building base 50 a in a modified form of the base 50.
Similarly to the above, the building base 50a is also a long base body 51a disposed along the upper surface of the foundation K, and the anchor bolt 20 that is fitted to a predetermined portion of the base body 51a and is erected from the foundation K. And a plurality of short reinforcing members 60a arranged at positions where the bolts 48 penetrate.
The base body 51 is also made of an extruded shape of an aluminum alloy. As shown in the upper part of FIG. 6 (B), the horizontal piece 52 at the upper end, the vertical pieces 53 and 54 on the outdoor side and the indoor side, and their surroundings as described above. It has a substantially U-shaped cross section composed of the opened portion 55. However, horizontal protrusions 59a and 59b are integrally provided along the entire length in the longitudinal direction near the upper end and the lower end of the vertical piece 54 on the indoor side.
[0036]
Further, the reinforcing member 60a is also made of the same extruded shape as described above. As shown in the lower part of FIG. 6B, the upper and lower horizontal pieces 62, 65 and the outdoor / indoor side vertical pieces 63, 64 as described above. And three hollow portions 66a to 66c are enclosed by the same partition walls 67a and 67b as described above. However, a ridge 69 having an L-shaped cross section and a narrow small groove 61 located inside the ridge 69 are formed at the lower end of the vertical piece 64 on the indoor side.
Similarly to the above, the reinforcing member 60a is fitted at a predetermined position in the opening 55 of the base body 51a, and the lower end of the vertical piece 53 of the base body 51 is inserted into the small groove 61 of the reinforcing member 60a on the outdoor side. On the indoor side, the lower end of the vertical piece 54 of the base body 51 a is inserted into the small groove 61 of the reinforcing member 60 a and the protruding piece 59 b is placed on the upper surface of the protrusion 69.
As a result, as shown in FIG. 6 (A), the building base 50a in which a plurality of reinforcing members 60a are fitted at predetermined positions in the long base body 51a is assembled.
[0037]
Through holes are drilled in the horizontal pieces 62 and 65 located near the center in the width direction of the horizontal piece 52 of the base body 51a and at the bottom of the recessed groove 52a and above and below the hollow portion 66c of the reinforcing member 60a. Are perforated at predetermined positions in the longitudinal direction.
The connecting metal fitting 40 is mounted on the base of the building so that the bottom side 43 of the connecting metal plate 42 of the connecting metal fitting 40 is fitted into the recessed groove 52a in advance using bolts 48 standing on the base plate 47. It is erected at the mounting position of the pillar H on 51a.
Next, as shown in FIGS. 6 (A) and 6 (C), the anchor bolts 20 erected from the foundation K through the spacer S are passed through the base body 51a and the reinforcing member 60a at different positions of the building base 50a. It penetrates through the hole and is inserted into the washer 21 and screwed into the nut 22. As a result, the building base 50a is fixed along the upper surface of the foundation K.
FIG. 6C is a vertical cross-sectional view as viewed perpendicular to FIG.
[0038]
Similarly to the above, after the vertical piece 32 of the draining material 30 is fitted into the fitting grooves 57, 57 of the base body 51a, it is attached and fixed to the base 50a in the same manner as described above.
Then, the connecting plate 42 is fitted into the slit hs at the lower end of the column H, and a pin (not shown) is driven horizontally into the column H and simultaneously penetrates the pin hole 49 of the connecting plate 42, so that it is placed on the building base 50a. The column H is set up so that it cannot be pulled out.
Further, as shown in FIG. 6A, after the vertical piece 25 of the joist support 24 is inserted and locked between the protruding pieces 59a and 59b of the base body 51a, and fixed to the vertical piece 54 or the like by screwing. The joist 23 and the floor material F are placed on the horizontal piece 26.
[0039]
As shown in FIG. 6 (C), the vent hole 52c is perforated in the horizontal piece 52 at a position where the reinforcing member 60a (60) in the base body 51a (51) is not fitted. As indicated by a thick arrow in A), the outside air ar can always be introduced into the space sa shown in FIG. 6A through the vent hole 52c.
The same effects as those of the foundation 50 can be obtained by the building foundation 50a.
The vent holes drilled in the horizontal pieces 52 of the base main bodies 51 and 51a may be a plurality of round holes formed by a drill. The arrangement of these round holes may be close to each other or in the longitudinal direction of the base main bodies 51 and 51a. You may disperse | distribute at equal intervals along.
[0040]
The building base of the present invention is not limited to the above-described forms, and can be appropriately changed without departing from the spirit of the present invention.
[0041]
【The invention's effect】
  According to the first building foundation of the present invention described above (Claim 1), there is no corrosion or dimensional change due to white ant's damage or moisture, the cross section, shape and strength are stable over a long period of time, and the weight is light. The fixed load can be reduced, the processing accuracy is high, the workability of the building can be improved, and the environment is preferable. Moreover, the outside air introduced from the ventilation holes can reduce the moisture absorption of the heat insulating material disposed on the base, prevent condensation between the inner and outer materials, or improve the heat insulating property and heat retaining property in the room. Therefore, since the shrinkage deformation and deterioration of the heat insulating material due to moisture absorption can be prevented, it becomes possible to keep the comfortability of the building in a comfortable state for a long time..
  On the other hand, the second building foundation of the present invention (claims)2), In addition to the above-described effects, the reinforcing material is disposed only in a portion through which the anchor bolt penetrates, so that it is lighter, the workability is improved, and the material can be saved. In addition, the vent hole can be formed more easily and quickly because it only has to be drilled by drilling, punching press, or milling only at a position where the reinforcing material is not fitted in the horizontal piece of the base body. it can.
[0042]
  Further claims3According to the building foundation, it becomes easy to introduce necessary and sufficient outside air into the space located between the interior material and the exterior material of the building.
  In addition, according to the building base of claim 5, moisture absorption of the heat insulating material disposed above the base or the base body is reduced by the outside air introduced from the vent hole drilled in any of the horizontal pieces. Therefore, shrinkage deformation and deterioration of the heat insulating material due to such moisture absorption can be prevented. Alternatively, it is possible to prevent condensation between the interior material and the exterior material and so-called clouding that occurs in the vicinity of the building, so that it is easy to maintain the comfortability of the building in a comfortable state.
[Brief description of the drawings]
FIG. 1 is a perspective view schematically showing a state where a first building foundation of the present invention is constructed on a foundation.
2A and 2B are vertical cross-sectional views at different positions showing the storage of the building base of FIG.
FIGS. 3A and 3B are schematic views showing a state in which a column connection fitting is fixed on the base of FIG. 1;
4A and 4B are schematic views showing a state in which the base of FIG. 1 is fixed to the upper surface of the fabric foundation.
FIG. 5A is a vertical sectional view showing accommodation of a second building base according to the present invention, and FIG. 5B is a perspective view showing a base body and a reinforcing material used for the base of FIG.
6A is a vertical cross-sectional view showing the storage of a building base, which is a modified form of the base of FIG. 5A, and FIG. 6B is a cross-sectional view showing a base body and a reinforcing material used for the base. (C) is a vertical cross-sectional view in vision orthogonal to (A).
[Explanation of symbols]
1,1a, 50,50a ... Building base
2,5,52 …… Horizontal piece
2c, 5b ……………… Ventilation hole
3, 4, 53, 54 ... …… Vertical pieces
6a-6c .................. Hollow part
51,51a ……………… Base body
55 ………………………… Opening
60,60a ……………… Reinforcing material
K …………………………… Basics
D …………………………… Insulation
G …………………………… Exterior material
sa ………………………… Space

Claims (5)

基礎の上面に沿い且つスペーサを介して配置されアルミニウム合金からなる押出形材により形成される建物用土台であって、
上下一対の水平片、屋外・屋内側に位置する一対の縦片、垂直な一対の隔壁、およびこれらに囲まれた中空部とからなる断面がほぼ矩形を呈すると共に、
上下一対の各水平片における屋外側で且つ上記スペーサが配置されない位置に、通気孔が穿孔されている、
ことを特徴とする建物用土台。
Arranged through along had and spacers on the upper surface of the foundation, a building for foundation formed by the extruded shape member made of aluminum alloy,
The cross section composed of a pair of upper and lower horizontal pieces, a pair of vertical pieces located on the outdoor / indoor side, a pair of vertical partition walls, and a hollow portion surrounded by these presents a substantially rectangular shape,
A vent hole is drilled at a position on the outdoor side of the pair of upper and lower horizontal pieces where the spacer is not disposed .
Building foundation characterized by that.
基礎の上面に沿い且つスペーサを介して配置されアルミニウム合金からなる押出形材により形成される土台本体と、かかる土台本体の長手方向における所定の位置に嵌合され且つ上記同様の押出形材からなる補強材と、を備えた建物用土台であって、
上記土台本体は、上寄りの水平片、屋外・屋内側に位置する一対の縦片、およびこれらに囲まれ且つ基礎側に開口した開口部とからなる断面ほぼコ字を呈し、 上記補強材は、上下一対の水平片、屋外・屋内側に位置する一対の縦片、垂直な一対の隔壁、およびこれらに囲まれた中空部とからなる断面がほぼ矩形を呈すると共に、
上記土台本体の水平片における屋外側で且つ上記補強材が嵌合されず且つ上記スペーサが配置されない位置に、通気孔が穿孔されている、
ことを特徴とする建物用土台。
Arranged through along had and spacers on the upper surface of the foundation, the foundation body which is formed by the extruded shape member made of aluminum alloy, is fitted to a predetermined position in the longitudinal direction of such a base body and the same extruded profile A building base comprising a reinforcing material comprising:
The base body, the horizontal plate of the upper toward a pair of vertical pieces located indoor and outdoor side, and sectional caused a nearly U consisting of the opened openings and basic side surrounded by them, the reinforcement the pair of upper and lower horizontal plate, a pair of vertical pieces located indoor and outdoor side, vertical pair of partition walls, and Rutotomoni the cross section consisting of a hollow portion surrounded by these Teisu a substantially rectangular,
A vent hole is perforated at a position where the reinforcing material is not fitted and the spacer is not disposed on the outdoor side of the horizontal piece of the base body.
Building foundation characterized by that.
前記通気孔は、平面視が円形を呈する複数の丸孔、あるいは単数または複数の長孔であると共に、これら複数の丸孔または任意数の長孔が前記建物用土台または前記土台本体の長手方向にほぼ沿って穿孔されている、
ことを特徴とする請求項1または2に記載の建物用土台。
The vent hole is a plurality of round holes having a circular shape in plan view, or a single hole or a plurality of long holes, and the plurality of round holes or an arbitrary number of long holes is a longitudinal direction of the building base or the base body. Perforated almost along the
The building foundation according to claim 1 or 2 , characterized by the above.
前記建物用土台における上側の水平片に穿孔される通気孔または前記土台本体の水平片に穿孔される通気孔は、上記建物用土台または土台本体の上に立設される柱が配置されない位置に形成されている
ことを特徴とする請求項1乃至3の何れか一項に記載の建物用土台。
The vent hole drilled in the upper horizontal piece in the building base or the vent hole drilled in the horizontal piece of the base body is located at a position where a column standing on the building base or the base body is not arranged. Formed ,
The building foundation according to any one of claims 1 to 3, wherein
前記建物用土台における上側の水平片に穿孔した通気孔または前記土台本体の水平片に穿孔した通気孔は、上記建物用土台または土台本体の上方に配置される断熱材とかかる断熱材の屋外側に配置される外装材などとの間に位置する垂直な空間に連通している、
ことを特徴とする請求項1乃至4の何れか一項に記載の建物用土台。
The vent hole drilled in the upper horizontal piece of the building base or the vent hole drilled in the horizontal piece of the base body is a heat insulating material arranged above the building base or the base body and the outdoor side of the heat insulating material. Communicated with a vertical space located between the exterior materials and the like,
The building foundation according to any one of claims 1 to 4, wherein the building base is provided.
JP2002133293A 2001-08-07 2002-05-08 Building foundation Expired - Fee Related JP3941583B2 (en)

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JP2001239152 2001-08-07
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