JP3664699B2

JP3664699B2 - Ventilation structure at the lower part of the outer wall in the outer heat insulation building and waist water drainage fitting used

Info

Publication number: JP3664699B2
Application number: JP2002235677A
Authority: JP
Inventors: 征吉丹; 高光櫻庭
Original assignee: 株式会社テスク
Priority date: 2002-08-13
Filing date: 2002-08-13
Publication date: 2005-06-29
Anticipated expiration: 2022-08-13
Also published as: JP2004076332A

Description

【０００１】
【発明の属する技術分野】
本発明は、鉄筋コンクリート造や鉄骨コンクリート造の外断熱建築物に於いて外壁に通気層を形成するものであり、より詳しくは、乾式密着型でありながら通気層を内在する新規な断熱複合パネルを用いた外壁に、通気層を確保するための新規な腰水切手段を適用した、外壁の下部の通気構造に関するものであり、建築の技術分野に属するものである。
【０００２】
【従来の技術】
〔従来例１〕
鉄筋コンクリート造や鉄骨コンクリート造の建築物にあっては、近年、省エネルギー面、及び耐久性面から有利な外断熱建築物が提案され、内断熱タイプよりコスト高である阻害要因はあるものの、これら建築物施工量の１０％前後まで外断熱タイプが占めるようになってきた。
また、これら外断熱タイプにあって、外壁に通気層を形成し、結露を防止して住環境を向上させ、同時に外装材のヒートストレスによる劣化を抑制した建築物も提案、実施されている。
そして、鉄筋コンクリート造や鉄骨コンクリート造の外断熱建築物にあっては、コンクリート外壁を断熱層で均斉に被覆するため、外壁面は面一であり、通気層のない建築物では、腰水切は採用しないが、通気層を形成するタイプにあっては、外壁下端に腰水切を採用して通気を保証している。
【０００３】
図７は、従来の鉄筋コンクリート造外断熱通気層型建築物の典型例を示すものである。
即ち、基礎部にあっては、コンクリート基礎の外周を、石綿スレート等の外装材と断熱層とを層着した複合パネルで被覆して基礎外周に断熱被覆を形成し、外壁部にあっては、コンクリート壁の外周を断熱層で被覆し、断面コ字状の固定金物を適宜間隔にコンクリート基礎にネジ固定し、腰水切の後端の立上り板及び腰水切の底板後端の垂直片を固定金物にネジ固定し、外壁の断熱層の外側に通気層を介在して配置した外装材（アルミパネル）の下端と腰水切の傾斜板上面との通気空隙から空気流ｆを通気層へ導入する構造である。
【０００４】
〔従来例２〕
木造建築物にあっては、省エネルギー面、耐久面から外断熱、且つ通気層を形成するタイプが提案され、普及している。
また、木造建築物にあっては、外壁面に１ｍ前後の段差を形成する場合もある。
図８は、従来の外断熱通気層型木造建築物の典型例であり、（Ａ）は外壁下端の説明側面図であり、（Ｂ）は外壁段差部での腰水切配置形態の説明平面図である。
即ち、図８（Ａ）に示す如く、外壁の断熱材の外面には縦胴縁を介在して外装材を縦胴縁に固定し、縦胴縁間に通気層を形成している。
そして、腰水切は、立上り板を縦胴縁に固定し、底板後端の支持片を基礎の外面のモルタル層上端に載置している。
また、外壁の段差には、図８（Ｂ）の如く、出隅部及び入隅部では、傾斜片と傾斜片下面から挿入間隙を有して突出するガイド片を有する出隅継手（Ｌ１０：５５mm）と、入隅継手（Ｌ２０：４０mm）と、両継手間の腰水切とを用いて腰水切を連結している。
【０００５】
【発明が解決しようとする課題】
従来例１にあっては、腰水切は、コンクリート基礎に取付けた固定金物に止着するため、腰水切の外方への突出形態はコンクリート基礎を基準としており、従って外壁面に構造上、又は意匠上等から若干段差を生じても、腰水切突出端は外壁面に追従出来ない。
即ち、鉄筋コンクリート造や鉄骨コンクリート造の外断熱で外壁内に通気層を備えた建物にあっては、腰水切は面一の平坦な外壁にしか対応出来ない。
また、腰水切の天端板である傾斜板の上面に通気空隙を形成するため、通気空隙からの雨水が風と共に傾斜板の上面で案内されて外壁の通気層内に入り込む。
更に、腰水切止着用の固定金物の配置位置では、外壁の断熱層に取付作業に伴う欠損を生ずる。
【０００６】
また、従来例２にあっては、腰水切は、立上り板を縦胴縁に打付けるため、通気層内に縦胴縁が必要であると共に、底板後端の支持片は、腰水切立上り板を縦胴縁に取付けた状態の下で基礎モルタルを支持片下面まで塗布し、固化モルタル上に載置の形態であるため、底板が強風に煽られれば上下動し、腰水切の姿勢に変形を生ずる恐れがある。
また、図８（Ｂ）に示す如く、外壁の段差に対応して腰水切を出隅継手及び入隅継手を用いて配置する手段は慣用されているが、木造建物での外壁段差は、出隅継手と入隅継手間に、段差長に対応する腰水切が配置出来る程度に大であり、出隅継手の寸法Ｌ１０の標準は５５mmで、入隅継手の寸法Ｌ２０の標準は４０mmである。
【０００７】
従って、該標準の出隅継手と入隅継手で腰水切を接続出来る段差は、両継手間に介在させる継ぎ片を短片としても約８０mm以上であり、腰水切を３０〜４０mm程度の小段差できれいに継ぐことは不可能である。
本発明は、上述の如き外壁下部の通気構造の問題点を解決、又は改善するものであり、鉄筋コンクリート造又は鉄骨コンクリート造建物に乾式密着型断熱複合パネルを適用した新規な外断熱通気層型外壁の下部に、新規な腰水切配置手段を適用し、且つ、外壁面の小段差にも対応して腰水切をきれいに接続可能とし、腰水切を強固に配設出来るようにするものである。
【０００８】
【課題を解決するための手段及び作用】
本発明は、内部に通気層ａ１，ａ２を有するセメント板Ｐａ，Ｐａ´と断熱層Ｐｂとを層着した断熱複合パネルＰ，Ｐ０、を備えたコンクリート造建物外壁Ｗの最下端の該パネルＰ，Ｐ０のセメント板Ｐａ，Ｐａ´の下端面に、アングル形態の取付部材１０，１１の水平上片１０Ｕ，１１Ｕを止着し、立上り板２Ｂ，２´Ｂ、傾斜天板２Ｕ，２´Ｕ、立下り板２Ｆ，２´Ｆ、及び空気孔Ｈ２を備えた底板２Ｄ，２´Ｄを有する腰水切２，２´を、立上り板２Ｂ，２´Ｂを取付部材１０，１１の垂直片１０Ｂ，１１Ｂに取付け、底板２Ｄ，２´Ｄの後端を取付部材１０の垂直片１０Ｂ下端に取付けて２点支持で配設し、腰水切底板２Ｄ，２´Ｄの空気孔Ｈ２からの空気流ｆを、断熱複合パネルＰ，Ｐ０の通気層ａ１，ａ２を貫通して外壁Ｗの上端から放出する、外断熱建築物に於ける外壁下部の通気構造である。
【０００９】
尚、アングル形態の取付部材１０，１１は、セメント板Ｐａ，Ｐａ´の下端面にネジ止め等で強固に固定出来、且つ，腰水切の立上り板２Ｂ，２´Ｂをネジ止め等で強固に保持し、同時に腰水切底板２Ｄ，２´Ｄを確保出来れば良く、従って、腰水切として幅寸法の異なる２種類を用いる際には、図４に示す如く、細幅腰水切２には取付板１０のみで、広幅腰水切２´には、取付板１０と別体の取付片１１との併用で対応させても良く、また、取付板１０は、細幅腰水切対応物（図４（Ｅ））と、広幅腰水切対応物（図４（Ｅ）の取付板１０の水平上片１０Ｕを延出した物）の２種を用意して対応させても良い。
また、外壁Ｗの断熱複合パネルとしては、図２に示すパネル厚Ｔ０の大な断熱複合パネルＰのみを採用しても、パネル厚Ｔ０´の小なパネルＰ０のみを採用しても、厚手のパネルＰと薄手のパネルＰ０を併用しても良い。
【００１０】
本発明の外壁下部の通気構造にあっては、腰水切２，２´は、立上り板２Ｂ，２´Ｂと底板２Ｄ，２´Ｄの２点で確保出来、腰水切の強固、且つ、精度の高い配置が可能となる。
また、腰水切２，２´を確保する取付部材１０，１１は、複合パネルＰ，Ｐ０のセメント板Ｐａ，Ｐａ´の下面に止着するため、前後位置調整が可能となり、腰水切立上り板２Ｂ，２´Ｂの取付部材１０，１１への止着は上下位置調整可能となるため、腰水切２，２´は、前後、上下位置調整の下に配置出来る。
この場合、立上り板２Ｂ，２´Ｂは、図６（Ｂ）、（Ｃ）の如く、垂直片１０Ｂ，１１Ｂに当接してネジ又はスポット溶接固定となるが、立上り板２Ｂ，２´Ｂの固定時の上下位置調整は自在であり、且つ取付部材１０，１１の水平上片１０Ｕ，１１Ｕもセメント板下面に当接して前後位置調整の下にネジ固定可能であるため、腰水切２，２´が、所定位置で均斉、且つ強固に保持出来る。
従って、鉄筋又は鉄骨コンクリート造建物の外壁でありながら、強固、且つ均斉配置の腰水切を備え、腰水切から外壁内を上方へと空気流ｆの貫流する、しかも、腰水切の傾斜天板上からも、底板下面からも外壁内に雨水の浸入しない通気構造が得られる。
【００１１】
また、外壁Ｗ面が小段差ＤＷを有し、該段差ＤＷ部では、断熱複合パネルＰ，Ｐ０の下端面に配置した段差継手６に、両側から腰水切２，２´の端部を嵌入配置するのが好ましい。
この場合、外壁は１種類の、例えば厚手の断熱複合パネルＰのみで意匠上の見地から小段差配置することも、厚手のパネルＰと薄手のパネルＰ０との混用で小段差配置することも可能である。
そして、断熱複合パネルＰ，Ｐ０の接続部に小段差ＤＷが生じても、段差継手によって腰水切の傾斜天板２Ｕ，２´Ｕの外壁面からの突出寸法は均斉に、且つ、美観上も機能上も支障を生じないように配置出来る。
【００１２】
また、外壁Ｗが、断熱複合パネルＰ，Ｐ０とコンクリート壁ＷＣとの一体化した耐力壁Ｗ０部と、断熱複合パネルＰのみの帳壁Ｗ１部から構成するのが特に好ましい。
この場合、帳壁Ｗ１部の断熱複合パネルＰは、外壁としての強度が必要であるため、セメント板Ｐａは厚手のパネルＰを採用することとなるが、耐力壁Ｗ０部の断熱複合パネルは、コンクリート壁ＷＣと一体化するため、パネル自体は外壁としての強度は必要なく、通気層ａ２と断熱層Ｐｂを備え、セメント板Ｐａ´は薄手とした安価な断熱複合パネルＰ０を採用するのが有利である。
そして、帳壁Ｗ１部では、帳壁複合パネルＰのみでありコンクリート壁ＷＣが存在しないため、帳壁部ではコンクリート壁型枠施工が省略出来、外壁Ｗの形成の大幅なコストダウンが可能となる。
【００１３】
また、耐力壁Ｗ０部は、内面に条溝ａ２を有するセメント板Ｐａ´と断熱層Ｐｂとを層着した耐力壁複合パネルＰ０をコンクリート壁ＷＣと一体化形成し、帳壁Ｗ１部は、内部に貫通孔ａ１を有するセメント板Ｐａと断熱層Ｐｂとを層着し、アングル鋼材の上枠１０ｔ及び下枠１０ｂを備えた帳壁複合パネルＰのみで形成するのが好ましい。
この場合、耐力壁Ｗ０部と帳壁Ｗ１部とは、外壁Ｗの前面（外面）を面一に配置しても、小段差ＤＷを生ずる形態に配置しても良い。
耐力壁Ｗ０部（図１）は、図２（Ｂ）の如く、セメント板Ｐａ´と断熱層Ｐｂとを層着したパネルＰ０とコンクリート壁ＷＣ（図１）との一体化物であって、コンクリート壁ＷＣが強度を有しているが、セメント板Ｐａ´の条溝ａ２が通気機能を奏する。
【００１４】
また、帳壁Ｗ１部（図１）は、典型的には図２（Ａ）に示す特許第２９９９９８０号の外断熱複合パネルであり、アングル鋼材の上枠１０ｔ及び下枠１０ｂを用いて、上下コンクリート床スラブの前端に取付金物（図示せず）を介して強固に張設可能であり、上下枠１０ｔ，１０ｂ、及び内部に貫通孔ａ１を備えたセメント板Ｐａによって、外壁Ｗとしての必要機能を発揮し、貫通孔ａ１が外壁内の通気機能を発揮する。
そして、耐力壁Ｗ０部は、コストの比較的安い耐力壁複合パネルＰ０を、帳壁Ｗ１部は、コストの比較的高い帳壁複合パネルＰを採用するため、資材コストが合理化出来、帳壁Ｗ１部でのコンクリート壁ＷＣ省略による壁型枠工の合理化、及び使用するコンクリートや鉄筋量の合理化と相俟って、外断熱通気層型のコンクリート建築物の建築費が大幅に合理化出来る。
【００１５】
また、帳壁複合パネルＰのセメント板厚Ｔ１は耐力壁複合パネルＰ０のセメント板厚Ｔ１´より大であり、帳壁複合パネルＰと耐力壁複合パネルＰ０とは断熱層厚Ｔ２が同一であり、且つ、両複合パネルＰ，Ｐ０の断熱層Ｐｂを面一形態に配置するのが好ましい。
この場合、外壁Ｗの前面（外面）は、図１の如く、帳壁Ｗ１部に於いてセメント板Ｐａが寸法Ｔ１−Ｔ１´分だけ張出して、耐力壁Ｗ０部と帳壁Ｗ１部との境界では小段差（外壁段差）ＤＷを形成することとなるが、腰水切は段差継手６によって外壁面に沿った形態に支障なく配置出来る。
【００１６】
従って、断熱層Ｐｂの面一配置により外断熱構造の断熱施工が容易となり、帳壁Ｗ１部と耐力壁Ｗ０部とで外壁を形成する建築費の合理化と相俟って、外断熱通気層型コンクリート建築物が合理的に提供可能となる。
しかも、外壁面での使用パネル厚による小段差ＤＷの張出し壁Ｗは、外観上、耐力壁パネルＰ０と帳壁パネルＰで構成した新規な建築物としての識別機能を奏し、機能美を現出することとなる。
【００１７】
また、腰水切の配置は、耐力壁Ｗ０部及び帳壁Ｗ１部に亘って、腰水切２，２´の突出長ｄ３が同一であり、立下り板２Ｆ，２´Ｆの高さｈ１が同一であるのが好ましい。
図１に示す如く、耐力壁Ｗ０部に薄手の耐力壁パネルＰ０を用い、帳壁Ｗ１部に厚手の帳壁パネルＰを用いれば、帳壁Ｗ１部が小段差ＤＷで張出した形態となり、基礎１は面一であるが、腰水切２，２´が外壁Ｗ全長に亘って同一形態で突出することにより、外観が優れているのみならず、小段差で配置した耐力壁Ｗ０部と帳壁Ｗ１部が同一の通気機能を奏する機能美も発揮し、帳壁パネルＰ及び耐力壁パネルＰ０を併用してトータルデザイン化した高性能な外断熱通気層型建築物としての識別機能を奏し、機能美を発揮する。
【００１８】
また、腰水切の配置に関しては、耐力壁複合パネルＰ０の下端では、図６（Ｂ）の如く、アングル形態の取付板１０の水平上片１０Ｕをセメント板Ｐａ´先端に止着し、取付板１０の垂直片１０Ｂの上部には腰水切２の立上り板２Ｂを止着し、垂直片１０Ｂの下部には腰水切の底板２Ｄの後端を係止し、帳壁パネルＰの下端では、図６（Ｃ）の如く、セメント板Ｐａの前面板状部Ｃ１にアングル形態の取付片１１を止着し、仕切部Ｃ４と引続く後面板状部Ｃ２に亘ってアングル形態の取付板１０の水平上片１０Ｕを止着し、腰水切の立上り板２´Ｂを取付片１１の垂直片１１Ｂに、底板２´Ｄの後端を取付板１０の垂直片１０Ｂの下部に係止するのが好ましい。
【００１９】
この場合、耐力壁複合パネルＰ０の下端は、図６（Ｂ）に示す如く、細幅の腰水切２を１個の取付板１０のみで止着し、帳壁複合パネルＰの下端は、図６（Ｃ）に示す如く、広幅の腰水切２´を立上り板２´Ｂ止着用の取付片１１と底板２´Ｄ後端係止用の取付板１０の２部材で取付けることとなるが、取付板１０は、細幅腰水切、即ち耐力壁パネルＰ０用腰水切２と、広幅腰水切、即ち帳壁パネルＰ用腰水切２´の共用物であるため、取付板１０と、取付板１０の略半数の取付片１１とを準備しておけば良く、取付板１０も取付片１１も、共にセメント板下面に水平上片１０Ｕ，１１Ｕを当接して前後調整の下に固定可能であり、耐力壁パネルＰ０用腰水切（細幅腰水切）２も帳壁パネルＰ用腰水切（広幅腰水切）２´も、共に取付板１０及び取付片１１の前後位置調整と、立上り板２Ｂ及び２´Ｂの垂直片１０Ｂ及び１１Ｂの上下位置調整とによって均斉に配置可能である。
【００２０】
また、取付板１０は、水平上片１０Ｕの長孔Ｈ１０を介して複合パネルＰ，Ｐ０のセメント板Ｐａ，Ｐａ´下端にネジ固定すると共に、垂直片１０Ｂ後面下部を基礎モルタル１ａ上の取付下地材１ｆに固定するのが好ましい。
この場合、取付下地材１ｆは、構造用木材片でも、プラスチック材でも良く、基礎コンクリート１の外周に貼り付けた基礎断熱材１ｂに内側面が接着固定出来、且つ、外側面が取付板垂直片１０Ｂと接着又はネジ固定可能な下地材であれば良い。
そして、取付板１０は、水平上片１０Ｕが長孔Ｈ１０を有することにより、取付板１０の前後調整位置でセメント板Ｐａ，Ｐａ´の下面の板状部Ｃ２，Ｃ３へのネジ固定が可能となり、垂直片１０Ｂ下端の取付下地材１ｆへの固定と相俟って、取付板１０が所望位置で強固に保持出来、腰水切の所定位置での強固な保持が達成出来る。
【００２１】
また、外壁Ｗの小段差ＤＷ部で腰水切２，２´を連結する段差継手６は、図５に示す如く、平面視段差形態に、突出側（ＳＲ側）傾斜片６Ｕ、入り込み側（ＳＬ側）傾斜片６Ｕ”及び継ぎ部傾斜片６Ｕ´から成る連設傾斜片と、前部立下り片６Ｆと、段差小口閉塞用の側部立下り片６Ｆ´とを備え、図６（Ａ）に示す如く、外壁Ｗの突出側（ＳＲ側）からは、腰水切２´の傾斜天板２´Ｕを傾斜片６Ｕの下面に、立下り板２´Ｆを前部立下り片６Ｆの内面に挿入し、入り込み側（ＳＬ側）からは、腰水切２の傾斜天板２Ｕを傾斜片６Ｕ”の下面に、立下り板２Ｆを側部立下り片６Ｆ´の後端縁ＶＥの内側に挿入する構造が好ましい。
【００２２】
従って、段差継手６の継ぎ部傾斜片６Ｕ´及び側部立下り片６Ｆ´を所望段差ＤＷに応じて寸法設定することにより、どのような小段差ＤＷにも対処出来、しかも、両側からの腰水切２，２´の端部に、継手６の薄い板材（標準：２mm厚）が単に重なった形態に連結するため、薄手のセメント板Ｐａ´を備えた耐力壁複合パネルＰ０と厚手のセメント板Ｐａを備えた帳壁複合パネルＰとを各断熱層Ｐｂを面一に配置した外壁Ｗ（図１）にあって、外壁下端の帳壁パネルＰ側の広幅の腰水切２´と耐力壁パネルＰ０側の細幅の腰水切２とは、あたかも１本の屈曲形態の腰水切を配置した如く、きれいに連結出来る。
【００２３】
本発明に好適に採用出来る腰水切金具は、例えば図４に示す如く、腰水切２と、取付板１０とを含み、腰水切２は、垂直の立上り板２Ｂと、立上り板下端から前方への傾斜天板２Ｕと、前端の垂直の立下り板２Ｆと、立下り板２Ｆの下部から後方へ、略立上り板２Ｂの下方位置まで延出した底板２Ｄとを備え、且つ、底板２Ｄ後端には起立するアンカー片２Ａを有すると共に、底板２Ｄの適所に空気孔Ｈ２を穿孔したものであり、取付板１０は、アングル形態であって、取付孔Ｈ１０を備えた水平上片１０Ｕと垂直片１０Ｂとから成り、垂直片１０Ｂの下端には前方への突片１０Ｄを、突片１０Ｄの上部には、前方へ屈曲突出する溝突片１０Ｆを備え、突片１０Ｄと溝突片１０Ｆとで腰水切２のアンカー片２Ａを係止する係合溝１０Ｇを有するものである。
【００２４】
従って、図６（Ｂ）に示す如く、取付板１０の水平上片１０Ｕを、断熱複合パネルＰ０のセメント板Ｐａ´の下端面に当接し、セメント板Ｐａ´の板状部Ｃ３（図２（Ｂ））へ取付孔（典型的には長孔）Ｈ１０から前後位置調整の下にネジ固定（図示せず）することにより、取付板１０はセメント板Ｐａ´の下端面に適宜間隔（標準：６０cm間隔）で強固に止着出来る。
また、取付板１０の垂直片１０Ｂ下部は、基礎モルタル１ａ上に載置した形態で基礎断熱材１ｂに固着した取付下地材１ｆに接着又はネジ止着により強固に止着出来る。
そして、長尺物の腰水切２は、底板２Ｄのアンカー片２Ａを取付板１０の係合溝１０Ｇに嵌合係止して立上り板２Ｂを取付板１０の垂直片１０Ｂに当接し、微少な位置調整の下にネジ固定（図示せず）することにより、２点支持で外壁パネルＰ０に強固に支持された取付板１０に対し、立上り板２Ｂと底板２Ｄとの２点支持により強固に保持出来る。
【００２５】
また、広幅腰水切２´に好適な腰水切金具は、例えば図４に示す如く、腰水切２´と、取付板１０と、取付片１１とを含み、腰水切２´は、垂直の立上り板２´Ｂと、立上り板下端から前方への傾斜天板２´Ｕと、前端の垂直の立下り板２´Ｆと、立下り板２´Ｆの下部から後方へ、立上り板２´Ｂの下方位置を越えて後方に延出する底板２´Ｄとを備え、且つ、底板２´Ｄ後端には起立するアンカー片２´Ａを有すると共に、底板２´Ｄの適所に空気孔Ｈ２を穿設したものであり、取付板１０は、アングル形態であって、取付孔Ｈ１０を備えた水平上片１０Ｕと垂直片１０Ｂとから成り、垂直片１０Ｂの下端には前方への突片１０Ｄを、突片１０Ｄの上部には前方へ屈曲突出する溝突片１０Ｆを備え、突片１０Ｄと溝突片１０Ｆとで腰水切２´のアンカー片２´Ａを係止する係合溝１０Ｇを有するものであり、取付片１１は、アングル形態であって、取付孔Ｈ１１を備えた水平上片１１Ｕと垂直片１１Ｂとを有するものである。
【００２６】
尚、この場合、取付板１０の水平上片の取付孔Ｈ１０及び取付片１１の水平上片の取付孔Ｈ１１は、典型的には、図４に示す如き前後方向の長孔である。
従って、図６（Ｃ）に示す如く、取付片１１は、水平上片１１Ｕを断熱複合パネルＰのセメント板Ｐａの下端面適所に当接し、セメント板Ｐａの前部板状部Ｃ１（図２（Ａ））へ孔Ｈ１１を介してネジ固定（図示せず）で強固に止着出来る。
また取付板１０は、取付片１１の止着位置に整合して水平上片１０Ｕを、セメント板Ｐａの仕切部Ｃ４から後部板状部Ｃ２に亘る下端面に当接して、長孔Ｈ１０から前後位置調整の下に、後部板状部Ｃ２にネジ固定で強固に止着出来、垂直片１０Ｂ下部を、基礎モルタル１ａ上に載置形体で基礎断熱材１ｂに接着した取付下地材１ｆに接着又はネジ固定により強固に止着出来る。
そして、長尺物の広幅腰水切２´は、底板２´Ｄのアンカー片２´Ａを取付板１０の係合溝１０Ｇに嵌合係止して立上り板２´Ｂを取付片１１の垂直片１１Ｂにネジ固定（図示せず）することにより、取付片１１による立上り板２´Ｂの止着と、取付板１０による底板２´Ｄの係止による２点支持で強固に保持出来る。
【００２７】
【発明の実施の形態】
〔断熱複合パネル（図２）〕
図２（Ａ）は、帳壁複合パネルＰの一部切欠斜視図である。
即ち、帳壁複合パネルＰは、セメント板Ｐａ、断熱層Ｐｂ、石膏ボードＰｃの積層一体化物であり、セメント板Ｐａは、厚さＴ１が６０mm、外側板状部Ｃ１及び内側板状部Ｃ２が１３mm厚で、幅ａｗが３４mmの上下貫通孔ａ１を内部に並列配置した形態に、セメント、硅酸質原料及び繊維質原料を混合して押出成形し、オートクレーブ養生した押出成形セメント板である。
【００２８】
また、断熱層Ｐｂは、厚さＴ２が７５mmの硬質発泡ウレタンフォームであり、内表面に１２．５mm厚の石膏ボードＰｃを有している。
そして、上枠１０ｔ、下枠１０ｂ及び側枠１０ｓを備え、セメント板ＰａをＺクリップを介して上下枠１０ｔ，１０ｂに係止したものであり、標準パネルＰにあっては、６００mm幅のセメント板Ｐａの３枚を上枠１０ｔ及び下枠１０ｂに係止したパネル幅が１８００mmのものであり、典型的には、本出願人等の所有する特許第２９９９９８０号の外断熱複合パネルである。
【００２９】
図２（Ｂ）は、耐力壁複合パネルＰ０の一部切欠斜視図である。
即ち、耐力壁複合パネルＰ０は、セメント板Ｐａ´と断熱層Ｐｂの一体化積層品であり、従来の乾式密着型の外断熱複合パネルのタイプであって、セメント板Ｐａ´は板厚Ｔ１´が２５mmで、内面に深さが１３mmの多数の並設条溝ａ２を備えており、断熱層Ｐｂは厚さＴ２が７５mmで条溝ａ２をつぶさないように、セメント板Ｐａ´内面に積層一体化したものである。
尚、複合パネルＰ０は、コンクリート壁ＷＣの外型枠として用いるため、パネルＰ０の中央部には壁型枠組み用のセパレータ挿入孔を、両端部には皿ボルト挿入孔を穿設したものである。
【００３０】
〔腰水切金具（図４）〕
耐力壁パネルＰ０用の細幅の腰水切２は、図４（Ａ），（Ｂ）に示す如く、長尺物（標準：３６００mm）であって、断面形状は、１２mm高さ（ｈ３）の立上り板２Ｂと、幅ｄ１が３６mmで勾配高さ５mmの傾斜天板２Ｕと、２５mm高さ（ｈ１）の立下り板２Ｆと、立下り板２Ｆ下部の水切片２Ｃとして５mmの残した上方位置からは後方に３６mm（ｄ１）の底板２Ｄが延出し、底板２Ｄ後端から５mm高さのアンカー片２Ａを起立した形状であり、１．５mm厚のアルミ製押出成形品であり、底板２Ｄには５０mm間隔で空気孔Ｈ２を穿孔する。
【００３１】
また、帳壁パネルＰ用の広幅の腰水切２´も長尺物であり、細幅腰水切２同様に、１．５mm厚のアルミ製押出成形品であり、広幅腰水切２´は、図４（Ｃ），（Ｄ）に示す如く、立上り板２´Ｂ、傾斜天板２´Ｕ、立下り板２´Ｆ及び底板後端のアンカー片２´Ａが細幅の腰水切２（耐力壁パネル用腰水切）と同一であって、底板２´Ｄの延出長２ｄが細幅腰水切のそれより大であり、底板２´Ｄの後方延出長ｄ２は７１mmであり、細幅腰水切２の底板２Ｄよりも２´Ｌ（３５mm）だけ広幅となっている。
そして、底板２´Ｄには前後一対の空気孔Ｈ２を５０mm間隔で穿孔する。
【００３２】
取付板１０は、図４（Ｅ）に示す如く、２mm厚のアルミ製押出成形品であり、長さＸ１０が３０mm、高さＹ１０が４２mmの垂直片１０Ｂの上端に、幅ｄ４が１５mmの水平上片１０Ｕを備え、水平上片１０Ｕの中央には、幅４mm、長さ８mmの取付孔Ｈ１０を穿孔する。
また、垂直片１０Ｂの下方には、下端の突片１０Ｄとその上部の溝突片１０Ｆとで係合溝１０Ｇを形成している。
また、取付片１１は、長さＸ１１が３０mmで、１辺が１５mmの等辺山形形状の２mm厚アルミ製品であり、水平上片１１Ｕ中央に幅４mm、長さ８mmの取付孔Ｈ１１を穿設する。
【００３３】
〔段差継手（図５）〕
段差継手６は、図１に示す如く、帳壁Ｗ１部と耐力壁Ｗ０部との境界での外壁Ｗ面の小段差ＤＷに対処する部材であるため、右側（ＳＲ側）突出型と左側（ＳＬ側）突出型の２種類が必要であるが、両タイプは左右対称物であるため、ＳＲ側突出型に就いて説明する。
図５はＳＲ側（右側）突出型段差継手の図であって、（Ａ）は斜視図、（Ｂ）は（Ａ）の矢印（イ）視図（平面図）、（Ｃ）は（Ａ）の矢印（ロ）視側面図、（Ｄ）は（Ａ）の矢印（ハ）視側面図である。
段差継手６は、図５に示す如く、各板状部の一体化物であり、一般厚１mmの６ナイロン製である。
【００３４】
即ち、広幅腰水切２´側（ＳＲ側）には、表面に傾斜片６Ｕと前部立下り片６Ｆとを配し、内面に挿入溝６Ｇを介して傾斜ガイド片６Ｍと立下りガイド片６Ｍ´とを配し、細幅腰水切２側（ＳＬ側）には、段差ＤＷを保って、表面に傾斜片６Ｕ”を配し、内面に傾斜ガイド片６Ｍと立下りガイド片６Ｍ´とを配し、段差ＤＷの継ぎ部分には傾斜片６Ｕと６Ｕ”を連結する中間傾斜片６Ｕ´を配し、傾斜片６Ｕ´先端から小口閉塞用の側部立下り片６Ｆ´を、且つ側部立下り片６Ｆ´の後端縁ＶＥには、ＳＬ側立下りガイド片６Ｍ´表面との間に挿入溝６Ｇを配した形態である。
【００３５】
また、図５（Ｃ），（Ｄ）で明らかな如く、ＳＲ側の立下りガイド片６Ｍ´にも、ＳＬ側の立下りガイド片６Ｍ´にも、下部にはスリット６Ｇ´があり、各腰水切２´，２端部をＳＲ側及びＳＬ側から挿入する際に各スリット６Ｇ´が各底板２´Ｄ及び２Ｄの挿通を可能とし、継手６内へ腰水切２´，２を挿入する際のストッパーの役割を果す垂直の補強仕切片６Ｐが各板材を一体化保持し、且つ、ＳＲ側後端及びＳＬ側後端の立上り片６Ｂが立上りガイド片６Ｂ´と共に、各腰水切立上り板２´Ｂ，２Ｂを嵌入するための挿入溝６Ｇを構成している。
【００３６】
そして、寸法関係は、ＳＲ側からの広幅腰水切２´の、立上り板２´Ｂは６Ｂ，６Ｂ´間の挿入溝６Ｇに、傾斜天板２´Ｕは傾斜片６Ｕと傾斜ガイド片６Ｍとの間の挿入溝６Ｇに、立下り板２´Ｆは前部立下り片６Ｆと立下りガイド片６Ｍ´との間の挿入溝６Ｇに、底板２´Ｄはガイド突片６Ｆ”と立下りガイド片６Ｍ´との間のスリット６Ｇ´で嵌入可能の寸法とする。
また、ＳＬ側からの細幅腰水切２の、立上り板２Ｂは６Ｂ，６Ｂ´間の挿入溝６Ｇに、傾斜天板２Ｕは傾斜片６Ｕ”と傾斜ガイド片６Ｍとの間のガイド溝６Ｇに、立下り板２Ｆは側部立下り片６Ｆ´の後端縁ＶＥと立下りガイド片６Ｍ´との間の挿入溝６Ｇに、底板２Ｄはガイド突片６Ｆ”とガイド片６Ｍ´との間のスリット６Ｇ´で嵌入可能の寸法とする。
そして傾斜ガイド片６Ｍ及び立下りガイド片６Ｍ´は、それぞれガイド用に１０mm突出させる。
【００３７】
〔外壁Ｗの形成（図１、図２、図３）〕
図１に示す如く、鉄筋コンクリート造外断熱建築物を、本出願人が開発し、先に特願２００１−１８８１４７号として提案した、鉄筋コンクリート造壁式構造の外断熱建築物に於ける外壁形成方法により構築する。
即ち、建築構造上の必要壁量をコンクリート壁ＷＣと耐力壁用の断熱複合パネルＰ０の一体化した耐力壁Ｗ０部とし、窓５等の開口部が存在し、耐力壁に算入出来ない耐力壁Ｗ０間の広い領域（非耐力壁部）を断熱複合パネルＰのみの帳壁Ｗ１とする。
【００３８】
耐力壁Ｗ０部には、図２（Ｂ）に示す耐力壁複合パネルＰ０をコンクリート壁外型枠に採用し、図示しない慣用のセパレータ、ＫＰコン、軸足、フォームタイ、リブ座金、ナット、Ｐコン、縦端太パイプ、横端太パイプを用いて壁型枠を床スラブ型枠と同時に型組みし、帳壁Ｗ１部には、図２（Ａ）に示す帳壁複合パネルＰを、帳壁パネルＰの断熱層Ｐｂが耐力壁パネルＰ０の断熱層Ｐｂと面一形態となるように、下枠１０ｂを下階の固化した床スラブに付設した取付金物（図示せず）に固定し、上枠１０ｔを上階床スラブ型枠内に配設した取付金物（図示せず）に係合する。
【００３９】
次いで、床スラブ型枠及び壁型枠内にコンクリート打設し、耐力壁Ｗ０部と帳壁Ｗ１部の混在する鉄筋コンクリート造外壁Ｗを構築する。
各階を遂次構築するに際し、パネルＰ，Ｐ０それぞれの上下連結は、条溝ａ２及び貫通孔ａ１が上下に連通形態に実施する。
得られる外壁Ｗは、図３に示す如く、耐力壁Ｗ０部のパネルＰ０と帳壁Ｗ１部のパネルＰとは、断熱層Ｐｂが同厚であって、且つ面一（直線）形態に揃うため、外壁表面では、帳壁Ｗ１部が耐力壁Ｗ０部よりセメント板厚の差３５mm（セメント板Ｐａ厚Ｔ１が６０mmであり、セメント板Ｐａ´厚Ｔ１´が２５mm）だけ張出し、耐力壁Ｗ０部と帳壁Ｗ１部との境界では外壁Ｗ面に３５mmの小段差ＤＷ（図３）を生じるが、耐力壁Ｗ０部も帳壁Ｗ１部も、共に、最下端から最上端まで、条溝ａ２及び貫通孔ａ１で通気する外壁Ｗとなる。
【００４０】
〔腰水切の配置（図６）〕
図６（Ａ），（Ｂ）に示す如く、外壁Ｗの基礎コンクリート１は面一であり、基礎コンクリート１の外周に貼設した基礎断熱材１ｂも面一形態であり、耐力壁複合パネルＰ０及び帳壁複合パネルＰ共、各断熱層Ｐｂを基礎断熱材１ｂ上に揃えて配置する。
そして、外壁表面では、耐力壁パネルＰ０のセメント板Ｐａ´の厚さＴ１´（２５mm）が小で、帳壁パネルＰのセメント板Ｐａの厚さＴ１（６０mm）が大であるため、耐力壁Ｗ０部には細幅腰水切２を、帳壁Ｗ１部には広幅腰水切２´を配置する。
【００４１】
即ち、図６（Ｂ）に示す如く、６０cm程度の間隔で耐力壁パネルＰ０のセメント板Ｐａの下端面に、図４（Ｅ）に示す取付板１０の水平上片１０Ｕを当接し、前後位置調整用の長孔Ｈ１０を介して水平上片１０Ｕを板状部Ｃ３（図２）にネジ固定し、取付板１０の垂直片１０Ｂ下部後面を、基礎断熱材１ｂに貼着固定した取付下地材（木板）１ｆに接着又はネジ止めする。
そして、腰水切２の底板２Ｄ後端のアンカー片２Ａを取付板１０の下端の係合溝１０Ｇ（図４（Ｅ））に係合すると共に、腰水切２の立上り板２Ｂを取付板１０の垂直片上部に上下位置調整してネジ固定（図示せず）する。
【００４２】
また、図６（Ｃ）に示す如く、帳壁Ｗ１部にあっては、６０cm程度の間隔で、帳壁パネルＰのセメント板Ｐａの下端面の前部板状部Ｃ１（図２）に取付片１１（図４（Ｆ））の水平上片１１Ｕを長孔Ｈ１１を介してネジ固定し、取付片１１の固定位置に対応して取付板１０の水平上片１０Ｕをセメント板Ｐａの後部板状部Ｃ２と仕切部Ｃ４（図４）とに亘って当接し、長孔Ｈ１０を介して前後位置調整の下にネジ固定すると共に、取付板１０の垂直片１０Ｂ下部後面を、基礎断熱材１ｂに貼着固定した取付下地材１ｆに接着又はネジ止めする。
そして、腰水切２´の底板２´Ｄ後端のアンカー片２´Ａを取付板１０の係合溝１０Ｇ（図４（Ｅ））に係合すると共に、腰水切２´の立上り板２´Ｂを取付片１１の垂直片１１Ｂに当接して上下位置調整の下にネジ（図示せず）固定する。
【００４３】
〔腰水切小段差の処理（図５、図６）〕
図６（Ａ）は、ＳＲ側（右側）の帳壁複合パネルＰとＳＬ側（左側）の耐力壁複合パネルＰ０との接続部に生じた小段差ＤＷでの帳壁側の広幅腰水切２´と耐力壁側の細幅腰水切２とをＳＲ側突出型の段差継手６により接続した状態の斜視図である。
即ち、ＳＲ側突出型の段差継手６は、図５の如く、ＳＲ側（右側）の傾斜片６ＵがＳＬ側（左側）の傾斜片６Ｕ”より小段差ＤＷだけ前方に突出し、突出部の前面には前部立下り片６Ｆを、突出部のＳＬ側には側部立下り片６Ｆ´を備えた形状である。
【００４４】
該段差継手６は、小段差ＤＷ部に配置して、右側から広幅腰水切２´左端部を、立上り板２´Ｂが立上り片６Ｂと立上りガイド片６Ｂ´間の挿入溝６Ｇに、傾斜天板２´Ｕが傾斜片６Ｕと傾斜ガイド片６Ｍ間の挿入溝６Ｇに、立下り板２´Ｆが前部立下り片６Ｆと立下りガイド片６Ｍ´間の挿入溝６Ｇに、底板２´Ｄが立下りガイド片６Ｍ´下部のスリット６Ｇ´（図５（Ｄ））を通過して嵌合し、腰水切２´の挿入先端を仕切片６Ｐの停止面ＥＲに当接する。
【００４５】
また、同様にＳＬ側からは、細幅腰水切２の右端部を、立上り板２Ｂが立上り片６Ｂと立上りガイド片６Ｂ´間の挿入溝６Ｇに、傾斜天板２Ｕが傾斜片６Ｕ”と傾斜ガイド片６Ｍ間の挿入溝６Ｇに、立下り板２Ｆが側部立下り片６Ｆ´後端縁ＶＥと立下りガイド片６Ｍ´間の挿入溝６Ｇに、底板２Ｄが立下りガイド片６Ｍ´下部のスリット６Ｇ´を通過して嵌合し、腰水切２の挿入先端を仕切片６Ｐの停止面ＥＬに当接し、ＳＲ側突出小段差の処理は完了する。
また、外壁ＷのＳＬ側（左側）突出の小段差ＤＷに対しては、用意したＳＬ側突出の段差継手６（図示せず）を上記同様に用いて処理すれば良い。
この場合、段差継手６と少なくとも一方の腰水切挿入端部とを接着すれば、段差継手のガタツキが生じない。
【００４６】
〔後処理（図６）〕
外壁Ｗ下端の断熱複合パネルＰ，Ｐ０下面の広幅腰水切２´、細幅腰水切２及び段差継手６の取付けが完了すれば、図６（Ｂ），（Ｃ）に示す如く、腰水切底板２Ｄ，２´Ｄ下面に木製で断面正方形の目地棒（図示せず）を当接配置し、基礎断熱材１ｂ外面にモルタル１ａを塗布し、次いで目地棒を脱型除去して出来たスペースにシーリング１ｃを充填する。
また、腰水切の傾斜天板２Ｕ，２´Ｕ、及び段差継手の傾斜片６Ｕ，６Ｕ´，６Ｕ”と、断熱複合パネルＰ，Ｐ０のセメント板Ｐａ，Ｐａ´下端面との空間にシーリング１ｄを充填し、図６（Ａ）の如く、帳壁パネルのセメント板Ｐａ及び耐力壁パネルのセメント板Ｐａ´の延長形態で広幅腰水切２´、段差継手６及び細幅腰水切２上にシーリング１ｄ層を形成する。
【００４７】
〔効果〕
得られる鉄筋コンクリート造外断熱建物にあっては、外壁Ｗは、コンクリート造でありながら、耐力壁Ｗ０間に存在する建築構造上壁量に算入出来ない非耐力壁部を帳壁複合パネルＰのみの帳壁Ｗ１部とするため、外壁Ｗに於ける非耐力壁部（帳壁Ｗ１部）での壁型枠施工及びコンクリート打設が不要となり、鉄筋コンクリート造外断熱建築物の建築費が大幅に合理化出来る。
【００４８】
また、強度の要求されない耐力壁パネルＰ０として薄手の低コスト断熱複合パネルを用い、強度の必要な帳壁Ｗ１部に厚手の断熱複合パネルＰを、断熱層Ｐｂを揃えて面一に配置したため、外壁Ｗ全体を均斉な外断熱と出来、外壁全体に内部結露の防止、及び外装板（セメント板Ｐａ，Ｐａ´）のヒートストレス保護の通気層が形成出来、外壁Ｗの断熱複合パネルＰ，Ｐ０下端に強固、且つ均斉に配置した腰水切２，２´により通気層ａ１，ａ２の通気も保証出来、使用建築資材面からも合理化された、且つ、耐久性、及び衛生面（結露防止によるカビ発生抑制）からも優れた建物となる。
【００４９】
しかも、耐力壁Ｗ０部と帳壁Ｗ１部との境界に出来る外壁Ｗの小段差ＤＷにあっても、新規な段差継手６によって、腰水切２，２´が、外壁下端から外壁Ｗ面に沿って均斉に突出した形態に、且つ、隙間無く連続した形態に処理出来、腰水切２，２´の外観は、低建築費、且つ高耐久性の、衛生面からの住環境にも優れた高品質建築物としての品質感及び機能美を発揮する。
【００５０】
更に、腰水切２，２´の配置に際しても、新規な構造の耐力壁パネルＰ０用の細幅腰水切２と、帳壁パネルＰ用の広幅腰水切２´とを、共に取付部材１０，１１によって、取付位置調整の下に配置するため、断熱複合パネルＰ，Ｐ０のセメント板Ｐａ，Ｐａ´への取付作業が、基礎の不陸も吸収する形態で精度良く実施出来、取付作業が容易となると共に、２点支持（立上り板２Ｂ，２´Ｂと底板２Ｄ，２´Ｄ支持）により、強固、且つ、均斉な広幅、細幅両腰水切の取付配置が可能となる。
従って、高性能、且つ高耐久性の鉄筋コンクリート造外断熱建築物に於ける品質感及び機能美に富む外壁下部の通気構造の提供が可能となる。
【００５１】
〔その他〕
実施態様例（図４）では、細幅腰水切２は、取付板１０のみで、広幅腰水切２´は、取付部材として、取付板１０と別体の取付片１１とを併用するタイプとしたが、取付板１０として、耐力壁パネルＰ０の薄手のセメント板Ｐａ´に対応させた細幅腰水切２用のもの（図２（Ｅ）のもの）と、取付板１０の水平上片１０Ｕを延長して帳壁パネルＰの厚手のセメント板Ｐａに対応させた（図６（Ｃ）に於いて水平上片１０Ｕと取付片１１の水平上片１１Ｕとを一体化）広幅腰水切２´用のものとの２種類を併用することも可能である。
また、段差継手６には、垂直の各補強仕切片６Ｐを挿入腰水切２，２´の底板２Ｄ，２´Ｄと同一レベルの底板（図示せず）で一体化すれば、段差継手６の強度増大と共に、必要に応じて腰水切２，２´同様に外壁Ｗ下部への取付けも可能となり、しかも、段差継手６下面からの余計な雨水の浸入も抑制出来る。
【００５２】
また、実施態様例（図１）では、厚さの異なる耐力壁パネルＰ０と帳壁パネルＰを併用した外壁Ｗに２種の腰水切２，２´を適用したが、外壁Ｗを、耐力壁Ｗ０も、耐力壁と計算出来ない非耐力壁部も共に、１種の薄手の断熱複合パネルＰ０とコンクリート壁ＷＣとからなる外壁Ｗとし、取付板１０で外壁Ｗ下端のパネルセメント板Ｐａ´に腰水切２を配置しても、腰水切２を基礎の不陸を吸収する形態で正確に、且つ、２点支持で強固に配置出来、外壁Ｗを通気層ａ２の通気を保証する外壁下部の通気構造が得られる。
勿論、この場合は、新規構造の段差継手６は不要となり、長尺腰水切２の配置は、従来の継手、出隅、入隅を腰水切２の形状に適合するように設計変更して採用すれば良い。
【００５３】
【発明の効果】
本発明の外壁下部の通気構造にあっては、腰水切２，２´は、立上り板２Ｂ，２´Ｂと底板２Ｄ，２´Ｄの２点で確保するため、腰水切２，２´の強固、且つ、位置精度の高い配置が可能となる。
しかも、腰水切２，２´を確保する取付部材１０，１１は、複合パネルＰ，Ｐ０のセメント板Ｐａ，Ｐａ´の下面に固定するため、前後位置調整が容易であり、腰水切立上り板２Ｂ，２´Ｂの取付部材１０，１１への固定は、上下位置調整が容易であり、腰水切２，２´は、前後、上下位置調整の下に、適正位置に容易に、且つ、外観良く配置出来る。
【００５４】
従って、鉄筋又は鉄骨コンクリート造外断熱建築物でありながら、強固、且つ、均斉配置の腰水切を備え、外壁内を腰水切から断熱複合パネルＰ，Ｐ０の通気層ａ１，ａ２を上方へと空気流ｆの貫通する、しかも、腰水切の傾斜天板２Ｕ，２´Ｕ上からも、底板２Ｄ，２´Ｄ下面からも外壁Ｗ内に雨水の浸入しない通気構造が得られ、外壁Ｗの内部結露と外装材（セメント板Ｐａ，Ｐａ´）のヒートストレスによる劣下を抑制した外断熱建築物を提供する。
【００５５】
また、腰水切２，２´を段差継手６を用いて段差形態で接続することにより、外壁Ｗに採用する断熱複合パネルＰ，Ｐ０として厚さの異なる種類のパネルを採用する場合、或いは断熱複合パネルを小段差ＤＷを有する形態に配置する場合にも、腰水切２，２´は、強固、且つ、均斉な外観の下に外壁Ｗの小段差がきれいに処理出来、高品質感に富む外壁外観を提供する。
【００５６】
また、外壁Ｗは、断熱複合パネルＰ０とコンクリート壁ＷＣとの一体化した耐力壁Ｗ０部と、断熱複合パネＰのみの帳壁Ｗ１部で形成するため、鉄筋又は鉄骨コンクリート造外断熱建築物が、帳壁Ｗ１部での壁型枠工の省略合理化、及び使用コンクリート量の合理化により、建築費の大幅な合理化の下に提供可能となる。
【図面の簡単な説明】
【図１】本発明を適用した外壁Ｗの説明用斜視図である。
【図２】本発明に用いる断熱複合パネルの説明用斜視図であって、（Ａ）は帳壁複合パネルＰを、（Ｂ）は耐力壁複合パネルＰ０を表わす図である。
【図３】本発明の帳壁複合パネルＰと耐力壁複合パネルＰ０との接続状態の斜視図である。
【図４】本発明に用いる腰水切金具の説明図であって、（Ａ）は細幅腰水切２の斜視図、（Ｂ）は（Ａ）のＢ−Ｂ線断面図、（Ｃ）は広幅腰水切２´の斜視図、（Ｄ）は（Ｃ）のＤ−Ｄ線断面図、（Ｅ）は取付板１０の斜視図、（Ｆ）は取付片１１の斜視図である。
【図５】本発明に用いる段差継手の説明図であって、（Ａ）は全体斜視図、（Ｂ）は（Ａ）の矢印（イ）方向平面図、（Ｃ）は（Ａ）の矢印（ロ）方向側面図、（Ｄ）は（Ａ）の矢印（ハ）方向側面図である。
【図６】本発明の実施状態説明図であって、（Ａ）は外壁小段差ＤＷ部での腰水切接続状態斜視図、（Ｂ）は（Ａ）のＢ−Ｂ線断面図、（Ｃ）は（Ａ）のＣ−Ｃ線断面図である。
【図７】従来例１の説明図であって、（Ａ）は縦断側面図、（Ｂ）は（Ａ）のＢ部拡大図である。
【図８】従来例２の説明図であって、（Ａ）は縦断側面図、（Ｂ）は外壁段差部での腰水切接続状態を示す一部切欠平面図である。
【符号の説明】
１：基礎、１ａ：モルタル（基礎モルタル）、
１ｂ：断熱材（基礎断熱材）、１ｃ，１ｄ：シーリング、
１ｆ：取付下地材（木板）、
２：腰水切（細幅腰水切）、２´：腰水切（広幅腰水切）、
２Ａ，２´Ａ：アンカー片、２Ｂ，２´Ｂ：立上り板、
２Ｄ，２´Ｄ：底板、２Ｆ，２´Ｆ：立下り板、
２Ｕ，２´Ｕ：傾斜天板、３：笠木、
４：屋上、５：窓、６：段差継手、
６Ｂ：立上り片、６Ｂ´：立上りガイド片、
６Ｆ：前部立下り片、６Ｆ´：側部立下り片、
６Ｇ：挿入溝、６Ｇ´：スリット、
６Ｍ：傾斜ガイド片、６Ｍ´：立下りガイド片、
６Ｐ：補強仕切片、６Ｕ，６Ｕ´，６Ｕ”：傾斜片、
１０：取付板（取付部材）、１０Ｂ，１１Ｂ：垂直片、
ＤＷ：外壁段差（段差、小段差）、
１０Ｄ：突片、１０Ｆ：溝突片、
１０Ｇ：係合溝、１０Ｕ，１１Ｕ：水平上片、
１１：取付片（取付部材）、
ａ１：貫通孔（通気層）、ａ２：条溝（通気層）、
Ｂｅ，Ｂｅ´：パネル下端面、Ｂｔ，Ｂｔ´：パネル上端面、
Ｃ１，Ｃ２，Ｃ３：板状部、Ｃ４，Ｃ５：仕切部、
１０ｔ：上枠、１０ｂ：下枠、１０ｓ：側枠、
Ｐ：帳壁複合パネル（断熱複合パネル）、
Ｐ０：耐力壁複合パネル（断熱複合パネル）、
Ｐａ，Ｐａ´：セメント板、Ｐｂ：断熱層、
Ｐｃ：石膏ボード、ＶＥ：後端縁、
Ｗ：外壁、Ｗ０：耐力壁、
Ｗ１：帳壁、ＷＣ：コンクリート壁、
Ｈ２：空気孔、Ｈ１０，Ｈ１１：取付孔[0001]
BACKGROUND OF THE INVENTION
  The present invention is to form a ventilation layer on the outer wall of a reinforced concrete or steel-framed outer heat insulation building. More specifically, the present invention relates to a novel heat insulation composite panel having a ventilation layer in a dry contact type. The present invention relates to a ventilation structure at the lower part of the outer wall in which a novel waist drainage means for securing a ventilation layer is applied to the used outer wall, and belongs to the technical field of architecture.
[0002]
[Prior art]
[Conventional example 1]
  In recent years, reinforced concrete and steel-framed concrete structures have been proposed for outer heat insulation buildings that are advantageous in terms of energy saving and durability, and there are some obstacles that are more expensive than inner heat insulation types. The outer heat insulation type has come to occupy up to around 10% of the construction work amount.
  In addition, there have been proposed and implemented buildings of these outer heat insulation types, in which a ventilation layer is formed on the outer wall to prevent condensation and improve the living environment, and at the same time, the deterioration of the exterior material due to heat stress is suppressed.
  And in the case of reinforced concrete and steel-concrete external heat insulation buildings, the outer wall of the concrete is uniformly covered with the heat insulation layer, and the water drainage is adopted for the building without the ventilation layer. However, in the type that forms a ventilation layer, a waist drain is used at the lower end of the outer wall to ensure ventilation.
[0003]
  FIG. 7 shows a typical example of a conventional reinforced concrete external heat insulating ventilation layer type building.
  That is, in the foundation part, the outer periphery of the concrete foundation is covered with a composite panel in which an exterior material such as asbestos slate and a heat insulating layer are layered to form a heat insulating coating on the outer periphery of the foundation, and in the outer wall part The outer periphery of the concrete wall is covered with a heat insulating layer, and a fixed hardware with a U-shaped cross section is screwed to the concrete foundation at appropriate intervals, and the rear edge of the waist drainer risesBoardAnd the vertical piece at the rear end of the bottom plate of the waist drainer is screwed to the fixed hardware, and the ventilation between the lower end of the exterior material (aluminum panel) and the upper surface of the inclined plate of the waist drainer is arranged with the ventilation layer outside the heat insulation layer of the outer wall In this structure, the air flow f is introduced from the gap into the ventilation layer.
[0004]
[Conventional example 2]
  In the case of a wooden building, a type in which an outer heat insulation and a ventilation layer are formed in terms of energy saving and durability has been proposed and spread.
  Moreover, in the case of a wooden building, a step of about 1 m may be formed on the outer wall surface.
  FIG. 8 is a typical example of a conventional outer heat insulation ventilation layer type wooden building, (A) is an explanatory side view of the lower end of the outer wall, and (B) is an explanatory plan view of a waist draining arrangement form at the step portion of the outer wall. It is.
  That is, as shown in FIG. 8 (A), the exterior material is fixed to the longitudinal body edge on the outer surface of the heat insulating material on the outer wall with the longitudinal body edge interposed therebetween, and a ventilation layer is formed between the longitudinal body edges.
  And the waist drainer risesBoardIs fixed to the vertical body edge, and the support piece at the rear end of the bottom plate is placed on the upper end of the mortar layer on the outer surface of the foundation.
  Further, as shown in FIG. 8 (B), at the step of the outer wall, at the protruding corner portion and the entering corner portion, a protruding corner joint (L10: having an inclined piece and a guide piece protruding from the lower surface of the inclined piece with an insertion gap). 55 mm), a corner joint (L20: 40 mm), and a drainage drainage between both joints are used to connect the drainage drainage.
[0005]
[Problems to be solved by the invention]
  In Conventional Example 1, the waist drainer is fixed to a fixed hardware attached to the concrete foundation, so the outward protrusion of the waist drainer is based on the concrete foundation, and therefore, structurally on the outer wall surface, or Even if there is a slight level difference from the design, etc., the protruding end of the waist drainage cannot follow the outer wall surface.
  That is, in a building with a ventilation layer in the outer wall with reinforced concrete or steel concrete outer heat insulation, waist drainage can only deal with a flat outer wall.
  In addition, since a ventilation gap is formed on the upper surface of the inclined plate, which is the top end plate of the waist drain, rainwater from the ventilation gap is guided along with the wind on the upper surface of the inclined plate and enters the ventilation layer on the outer wall.
  Furthermore, in the arrangement position of the fixed hardware worn by the waist water cut-off, the heat insulation layer of the outer wall is damaged due to the mounting operation.
[0006]
  Further, in the conventional example 2, the waist drainer hits the rising plate against the vertical trunk edge, so that the vertical trunk edge is required in the ventilation layer, and the support piece at the rear end of the bottom plate is the waist draining rising board. The base mortar is applied to the lower surface of the support piece under the condition that it is attached to the vertical torso edge, and is placed on the solidified mortar. May occur.
  In addition, as shown in FIG. 8 (B), a means for arranging a drainage drainage using a corner joint and a corner joint corresponding to the step of the outer wall is commonly used. Between the corner joint and the corner joint, the waist drainage corresponding to the step length can be arranged. The standard for the corner corner dimension L10 is 55 mm, and the dimension for the corner corner dimension L20 is 40 mm.
[0007]
  Therefore, the level difference that can be used to connect the drainage drainage with the standard corner joint and the corner joint is about 80 mm or more even if the joint piece interposed between the two joints is a short piece, and the waist drainage is a small step of about 30 to 40 mm. It is impossible to carry on cleanly.
  The present invention solves or improves the problems of the ventilation structure in the lower part of the outer wall as described above, and is a novel outer heat insulating ventilation layer type outer wall in which a dry adhesion type heat insulating composite panel is applied to a reinforced concrete structure or a steel concrete structure building. The lower drainage is applied with a novel lower drainage arrangement means, and the lower drainage can be connected neatly corresponding to the small step of the outer wall surface so that the lower drainage can be firmly arranged.
[0008]
[Means and Actions for Solving the Problems]
  The present invention relates to a panel P at the lowermost end of a concrete building outer wall W provided with heat insulating composite panels P, P0 having cement plates Pa, Pa ′ having ventilation layers a1, a2 inside and a heat insulating layer Pb. , P0 on the lower end surface of the cement plates Pa, Pa ′,Angle formMounting members 10, 11Horizontal top piece 10U, 11U2, a waist drainer 2 having a rising plate 2B, 2'B, an inclined top plate 2U, 2'U, a falling plate 2F, 2'F, and a bottom plate 2D, 2'D provided with an air hole H2. 2 'Rise plate 2B, 2'BMounting members 10, 11Attached to the vertical pieces 10B and 11B ofBottom plate 2D, 2'DThe rear end is attached to the lower end of the vertical piece 10B of the attachment member 10Arranged with two-point support, the air flow f from the air holes H2 of the bottom water draining bottom plates 2D and 2'D passes through the ventilation layers a1 and a2 of the heat insulating composite panels P and P0 and is discharged from the upper end of the outer wall W. The ventilation structure of the lower part of the outer wall in the outer heat insulation buildingThe
[0009]
  still,Angle formThe mounting members 10 and 11 can be firmly fixed to the lower end surfaces of the cement plates Pa and Pa ′ by screwing or the like, and the rising plates 2B and 2′B for draining the waist are firmly held by screwing or the like, and at the same time It is only necessary to secure the draining bottom plates 2D and 2'D. Therefore, when using two types of waist drainers with different width dimensions, as shown in FIG. The waist drainer 2 ′ may be supported by a combination of the mounting plate 10 and a separate mounting piece 11, and the mounting plate 10 corresponds to a narrow waist drainer (FIG. 4 (E)) And wide waist drainage counterpart (Fig. 4 (E2) of the mounting plate 10 extending from the horizontal upper piece 10U) may be prepared and corresponded.
  Further, as the heat insulating composite panel of the outer wall W, even if only the heat insulating composite panel P having a large panel thickness T0 shown in FIG. The panel P and the thin panel P0 may be used in combination.
[0010]
  In the ventilation structure of the lower part of the outer wall of the present invention, the waist drainer 2, 2 'can be secured at two points of the rising plate 2B, 2'B and the bottom plate 2D, 2'D, and the waist drainer is strong and accurate. High arrangement is possible.
  In addition, the mounting members 10 and 11 for securing the pelvic drainage 2 and 2 'are fixed to the lower surfaces of the cement plates Pa and Pa' of the composite panels P and P0, so that the front / rear position can be adjusted, and the pelvic drainage rising plate 2B , 2′B can be fixed to the mounting members 10 and 11 by adjusting the vertical position, so that the waist drainers 2 and 2 ′ can be disposed under the vertical and vertical position adjustment.
  In this case, as shown in FIGS. 6B and 6C, the rising plates 2B and 2'B come into contact with the vertical pieces 10B and 11B and are fixed by screws or spot welding, but the rising plates 2B and 2'B The vertical position adjustment at the time of fixing is free, and the horizontal upper pieces 10U, 11U of the mounting members 10, 11 can also be brought into contact with the lower surface of the cement plate and fixed with screws under the front / rear position adjustment. 'Can be held uniformly and firmly in place.
  Accordingly, the outer wall of a reinforced steel or steel-concrete building is provided with a strong and evenly arranged waist drainer, and the air flow f flows through the outer wall upward from the waist drainer. Therefore, a ventilation structure that prevents rainwater from entering the outer wall from the bottom plate bottom surface can be obtained.
[0011]
  Moreover, the outer wall W surface has a small step DW, and in the step DW portion, the end portions of the waist drainers 2 and 2 'are fitted and disposed on both sides of the step joint 6 disposed on the lower end surface of the heat insulating composite panels P and P0. It is preferable to do this.
  In this case, the outer wall can be arranged with only one type of, for example, a thick heat-insulating composite panel P from a design point of view, or it can be arranged with a mixture of the thick panel P and the thin panel P0. It is.
  And even if the small step DW occurs in the connection part of the heat insulating composite panels P and P0, the protruding dimension from the outer wall surface of the inclined top plates 2U and 2'U of the lumbar drainage by the step joint is uniform and aesthetically pleasing. It can be arranged so as not to hinder the function.
[0012]
  Further, it is particularly preferable that the outer wall W is composed of a load-bearing wall W0 portion in which the heat insulating composite panels P and P0 and the concrete wall WC are integrated, and a book wall W1 portion having only the heat insulating composite panel P.
  In this case, since the heat insulating composite panel P of the book wall W1 part needs strength as an outer wall, the cement panel Pa will adopt the thick panel P, but the heat insulating composite panel of the bearing wall W0 part is In order to integrate with the concrete wall WC, the panel itself does not need to have strength as an outer wall, and it is advantageous to adopt a heat-insulating composite panel P0 having a ventilation layer a2 and a heat insulating layer Pb and a thin cement plate Pa '. It is.
  And in the book wall W1 part, it is only the book wall composite panel P and is concrete.wallSince there is no WC, the concrete wall formwork can be omitted in the book wall, and the cost for forming the outer wall W can be greatly reduced.
[0013]
  In addition, the load-bearing wall W0 part is integrally formed with the concrete wall WC, which is a composite of the load-bearing wall composite panel P0 in which the cement plate Pa ′ having the groove a2 on the inner surface and the heat insulating layer Pb are laminated. It is preferable that the cement plate Pa having the through hole a1 and the heat insulating layer Pb are layered and formed only by the book wall composite panel P having the upper frame 10t and the lower frame 10b of the angle steel material.
  In this case, the load-bearing wall W0 and the book wall W1 may be arranged such that the front surface (outer surface) of the outer wall W is flush or a small step DW is generated.
  The load-bearing wall W0 (FIG. 1) is an integrated product of a panel P0 and a concrete wall WC (FIG. 1) on which a cement board Pa ′ and a heat insulating layer Pb are layered as shown in FIG. Although the wall WC has strength, the groove a2 of the cement board Pa ′ has a ventilation function.
[0014]
  Moreover, the book wall W1 part (FIG. 1) is typically an outer heat insulating composite panel of Japanese Patent No. 2999980 shown in FIG. 2 (A), and is formed by using an upper frame 10t and a lower frame 10b of an angle steel material. Necessary functions as the outer wall W by the cement plate Pa that can be firmly stretched on the front end of the concrete floor slab via an attachment hardware (not shown) and provided with the upper and lower frames 10t and 10b and the through hole a1 inside. The through-hole a1 exhibits a ventilation function in the outer wall.
  Since the load-bearing wall W0 uses the load-bearing wall composite panel P0 with relatively low cost, and the book wall W1 uses the book wall composite panel P with relatively high cost, the material cost can be rationalized, and the book wall W1. Combined with rationalization of the wall formwork by omitting the concrete wall WC at the part and rationalization of the amount of concrete and reinforcing bars to be used, the construction cost of the external heat insulating ventilation layer type concrete building can be greatly rationalized.
[0015]
  The cement wall thickness T1 of the book wall composite panel P is larger than the cement plate thickness T1 'of the load bearing wall composite panel P0, and the heat insulation layer thickness T2 is the same between the book wall composite panel P and the load bearing wall composite panel P0. And it is preferable to arrange | position the heat insulation layer Pb of both the composite panels P and P0 in the same form.
  In this case, as shown in FIG. 1, the front surface (outer surface) of the outer wall W is a boundary between the bearing wall W0 and the book wall W1 due to the cement plate Pa protruding from the book wall W1 by the dimension T1-T1 '. In this case, a small step (outer wall step) DW is formed, but the drainage can be arranged in the form along the outer wall surface by the step joint 6 without any trouble.
[0016]
  Accordingly, the heat insulation construction of the outer heat insulation structure is facilitated by the flush arrangement of the heat insulation layer Pb, and in combination with the rationalization of the construction cost for forming the outer wall with the book wall W1 and the load bearing wall W0, A concrete building can be provided reasonably.
  Moreover, the overhanging wall W of the small step DW depending on the thickness of the panel used on the outer wall surface has a function of identifying as a new building composed of the load-bearing wall panel P0 and the book wall panel P, and reveals functional beauty. Will be.
0017]
  The arrangement of the waist drainers is such that the protruding lengths d3 of the waist drainers 2 and 2 'are the same over the bearing wall W0 and the book wall W1 and the heights h1 of the falling plates 2F and 2'F are the same. Is preferred.
  As shown in FIG. 1, if a thin load-bearing wall panel P0 is used for the load-bearing wall W0 and a thick book-wall panel P is used for the book wall W1, the book wall W1 is projected with a small step DW. 1 is flush, but the waist drainer 2, 2 'protrudes in the same shape over the entire length of the outer wall W, so that not only the appearance is excellent, but also the bearing wall W0 and the book wall arranged with small steps The W1 part also exhibits the functional beauty of performing the same ventilation function, and has an identification function as a high-performance outer heat insulation ventilation layer type building that is designed in total by using the book wall panel P and the load-bearing wall panel P0. Demonstrate beauty.
0018]
  As for the arrangement of the drainage, as shown in FIG. 6B, the horizontal upper piece 10U of the angle-shaped mounting plate 10 is fixed to the tip of the cement plate Pa ′ at the lower end of the bearing wall composite panel P0. 10 is fixed to the upper portion of the vertical piece 10B, and the rear end of the bottom plate 2D is fixed to the lower portion of the vertical piece 10B. 6 (C), the angle-shaped attachment piece 11 is fixed to the front plate-like portion C1 of the cement board Pa, and the angle-shaped attachment plate 10 is horizontally disposed across the partition portion C4 and the rear plate-like portion C2. It is preferable that the upper piece 10U is fastened, and the rising plate 2'B for draining the water is locked to the vertical piece 11B of the mounting piece 11, and the rear end of the bottom plate 2'D is locked to the lower portion of the vertical piece 10B of the mounting plate 10. .
0019]
  In this case, as shown in FIG. 6B, the lower end of the load-bearing wall composite panel P0 is secured to the narrow waist drainer 2 with only one mounting plate 10, and the lower end of the book wall composite panel P is As shown in FIG. 6 (C), a wide waist drainer 2 ′ is attached with two members, a mounting plate 11 for fastening the rising plate 2′B and a mounting plate 10 for locking the rear end of the bottom plate 2′D. Since the mounting plate 10 is a common item for the narrow drainage drainage, that is, the drainage drainage 2 for the load-bearing wall panel P0, and the wide drainage drainage, that is, the drainage drainage 2 'for the book wall panel P, the mounting plate 10 and the mounting plate 10 It is only necessary to prepare approximately half of the mounting pieces 11, and both the mounting plate 10 and the mounting piece 11 can be fixed under the front-rear adjustment by contacting the horizontal upper pieces 10U, 11U with the lower surface of the cement plate, Both the waist drainer for the load-bearing wall panel P0 (narrow waist drainer) 2 and the waist drainer for the wall panel P (wide waist drainer) 2 ' It can arrange | position uniformly by adjusting the front-back position of the attachment piece 11, and the vertical position adjustment of the vertical pieces 10B and 11B of the rising plates 2B and 2′B.
0020]
  The mounting plate 10 is screwed to the lower ends of the cement plates Pa and Pa ′ of the composite panels P and P0 through the long holes H10 of the horizontal upper piece 10U, and the lower part of the rear surface of the vertical piece 10B is mounted on the foundation mortar 1a. It is preferable to fix to the material 1f.
  In this case, the mounting base material 1f may be a structural wood piece or a plastic material, the inner side surface can be bonded and fixed to the basic heat insulating material 1b attached to the outer periphery of the foundation concrete 1, and the outer side surface is a vertical mounting plate piece. Any base material that can be bonded or screwed to 10B may be used.
  The mounting plate 10 can be screwed to the plate-like portions C2 and C3 on the lower surface of the cement plates Pa and Pa ′ at the front and rear adjustment positions of the mounting plate 10 because the horizontal upper piece 10U has the long hole H10. In combination with the fixing of the lower end of the vertical piece 10B to the mounting base material 1f, the mounting plate 10 can be firmly held at a desired position, and the firm holding at the predetermined position of the drainage can be achieved.
0021]
  Further, as shown in FIG. 5, the step joint 6 that connects the waist drainers 2 and 2 ′ at the small step DW portion of the outer wall W has a protruding step (SR side) inclined piece 6 U and an entry side (SL Side) provided with a continuous inclined piece composed of an inclined piece 6U ″ and a joint inclined piece 6U ′, a front falling piece 6F, and a side falling piece 6F ′ for closing a step edge, FIG. As shown in FIG. 4, from the protruding side (SR side) of the outer wall W, the inclined top plate 2′U of the drainage drain 2 ′ is on the lower surface of the inclined piece 6U, and the falling plate 2′F is the inner surface of the front falling piece 6F. From the entry side (SL side), the inclined top plate 2U of the waist drainer 2 is placed on the lower surface of the inclined piece 6U ″, and the falling plate 2F is placed inside the rear edge VE of the side falling piece 6F ′. The structure to insert is preferable.
0022]
  Therefore, by dimensioning the joint inclined piece 6U ′ and the side falling piece 6F ′ of the step joint 6 according to the desired step DW, it is possible to cope with any small step DW, and the waist from both sides. Bearing wall composite panel P0 with a thin cement plate Pa 'and a thick cement plate to connect to the end of the drainer 2, 2' in a form in which the thin plate material (standard: 2 mm thickness) of the joint 6 is simply overlapped. The outer wall in which the heat insulating layers Pb are arranged flush with the book wall composite panel P with Pa.wallIn W (FIG. 1), the wide drainage 2 'on the lower end wall of the book wall panel P and the narrow drainage 2 on the load-bearing wall panel P0 are as if they had a single bent form of drainage. As arranged, it can be connected neatly.
0023]
  As shown in FIG. 4, for example, as shown in FIG. 4, the waist drainage metal fitting that can be suitably used in the present invention includes a waist drainer 2 and a mounting plate 10. The waist drainer 2 has a vertical rising plate 2B and a lower end of the rising plate forward. An inclined top plate 2U, a vertical falling plate 2F at the front end, and a bottom plate 2D extending from a lower part of the falling plate 2F to the rear and substantially below the rising plate 2B, and at the rear end of the bottom plate 2D Has an anchor piece 2A which stands up and has an air hole H2 drilled at an appropriate position of the bottom plate 2D. The mounting plate 10 is in the form of an angle, and has a horizontal upper piece 10U and a vertical piece 10B provided with the mounting hole H10. The lower end of the vertical piece 10B is provided with a forward protruding piece 10D, and the upper part of the protruding piece 10D is provided with a groove protruding piece 10F that bends and protrudes forward. The protruding piece 10D and the groove protruding piece 10F Has an engaging groove 10G for locking the anchor piece 2A of the drainer 2 MonodeaThe
0024]
  Therefore, as shown in FIG. 6B, the horizontal upper piece 10U of the mounting plate 10 is brought into contact with the lower end surface of the cement plate Pa ′ of the heat insulating composite panel P0, and the plate-like portion C3 of the cement plate Pa ′ (FIG. 2 ( B)) to the mounting hole (typically a long hole) H10 by screw fixing (not shown) under the front-rear position adjustment, the mounting plate 10 is appropriately spaced (standard: It can be firmly fixed at intervals of 60 cm).
  Further, the lower part of the vertical piece 10B of the mounting plate 10 can be firmly fixed to the mounting base material 1f fixed to the basic heat insulating material 1b in the form of being placed on the basic mortar 1a by bonding or screwing.
  Then, the long waist drainer 2 fits and locks the anchor piece 2A of the bottom plate 2D in the engagement groove 10G of the mounting plate 10 and abuts the rising plate 2B to the vertical piece 10B of the mounting plate 10 to make a slight amount. By fixing screws (not shown) under position adjustment, the mounting plate 10 that is firmly supported by the outer wall panel P0 by two-point support is firmly held by two-point support of the rising plate 2B and the bottom plate 2D. I can do it.
0025]
  Further, as shown in FIG. 4, for example, as shown in FIG. 4, the waist drainage fitting suitable for the wide waist drainer 2 'includes a waist drainer 2', a mounting plate 10, and a mounting piece 11. The waist drainer 2 'is a vertical rising plate. 2′B, an inclined top plate 2′U forward from the lower end of the rising plate, a vertical falling plate 2′F at the front end, and a rear portion of the rising plate 2′B from the lower part of the falling plate 2′F. A bottom plate 2'D that extends rearward beyond the lower position, and has an anchor piece 2'A that stands up at the rear end of the bottom plate 2'D, and an air hole H2 at an appropriate position of the bottom plate 2'D. The mounting plate 10 is formed in an angle form, and is composed of a horizontal upper piece 10U and a vertical piece 10B provided with a mounting hole H10, and a forward projecting piece 10D is provided at the lower end of the vertical piece 10B. The upper part of the protrusion 10D is provided with a groove protrusion 10F that bends and protrudes forward, and the protrusion 10D and the groove protrusion 10F are connected to each other. Are those having engaging groove 10G to lock the car piece 2'a, mounting piece 11 is a angle form, der having a horizontal upper piece 11U with a mounting hole H11 and the vertical piece 11BThe
0026]
  In this case, the mounting hole H10 of the horizontal upper piece of the mounting plate 10 and the mounting hole H11 of the horizontal upper piece of the mounting piece 11 are typically long holes in the front-rear direction as shown in FIG.
  Therefore, as shown in FIG. 6 (C), the mounting piece 11 abuts the horizontal upper piece 11U on an appropriate position on the lower end surface of the cement plate Pa of the heat insulating composite panel P, and the front plate-like portion C1 (FIG. 2) of the cement plate Pa. (A)) can be firmly fixed by screw fixing (not shown) through the hole H11.
  Further, the mounting plate 10 is aligned with the fixing position of the mounting piece 11, and the horizontal upper piece 10U is brought into contact with the lower end surface extending from the partition portion C4 to the rear plate-like portion C2 of the cement plate Pa, and is moved back and forth from the long hole H10. Under the position adjustment, it can be firmly fixed to the rear plate-like part C2 by screwing, and the lower part of the vertical piece 10B is adhered to the mounting base material 1f that is mounted on the basic mortar 1a and mounted on the basic heat insulating material 1b. Can be firmly fixed by screw fixing.
  The long and wide waist drainer 2 ′ is configured such that the anchor piece 2 ′ A of the bottom plate 2 ′ D is fitted and locked to the engagement groove 10 G of the attachment plate 10, and the rising plate 2 ′ B is perpendicular to the attachment piece 11. By fixing the screw to the piece 11B (not shown), it can be firmly held by two-point support by fixing the rising plate 2'B by the attachment piece 11 and locking the bottom plate 2'D by the attachment plate 10.
0027]
DETAILED DESCRIPTION OF THE INVENTION
[Insulated composite panel (Fig. 2)]
  FIG. 2A is a partially cutaway perspective view of the book wall composite panel P. FIG.
  That is, the book wall composite panel P is a laminated integrated product of a cement board Pa, a heat insulating layer Pb, and a plaster board Pc. The cement board Pa has a thickness T1 of 60 mm, an outer plate-like portion C1, and an inner plate-like portion C2. This is an extrusion-molded cement board obtained by mixing and extruding cement, an oxalic acid raw material, and a fibrous raw material in a form in which upper and lower through-holes a1 having a thickness of 13 mm and a width aw of 34 mm are arranged in parallel inside, and are subjected to extrusion molding.
0028]
  The heat insulating layer Pb is a rigid foamed urethane foam having a thickness T2 of 75 mm, and has a gypsum board Pc having a thickness of 12.5 mm on the inner surface.
  An upper frame 10t, a lower frame 10b, and a side frame 10s are provided, and the cement plate Pa is locked to the upper and lower frames 10t, 10b via Z clips. A panel width obtained by locking three plates Pa to the upper frame 10t and the lower frame 10b is 1800 mm, and is typically an outer heat insulating composite panel of Japanese Patent No. 2999980 owned by the present applicant.
0029]
  FIG. 2B is a partially cutaway perspective view of the load-bearing wall composite panel P0.
  That is, the load bearing wall composite panel P0 is an integrated laminate product of the cement plate Pa ′ and the heat insulating layer Pb, and is a conventional dry contact type outer heat insulating composite panel type, and the cement plate Pa ′ has a thickness T1 ′. Is 25 mm and the inner surface is provided with a large number of parallel grooves a2 having a depth of 13 mm. The heat insulating layer Pb has a thickness T2 of 75 mm and is laminated and integrated on the inner surface of the cement board Pa ′ so as not to crush the grooves a2. It has become.
  Since the composite panel P0 is used as an outer frame of the concrete wall WC, a separator insertion hole for a wall frame is formed at the center of the panel P0, and a countersunk bolt insertion hole is formed at both ends. .
0030]
[Waist drainer (Fig. 4)]
  As shown in FIGS. 4 (A) and 4 (B), the narrow waist drainer 2 for the load-bearing wall panel P0 is a long object (standard: 3600 mm), and the cross-sectional shape is 12 mm high (h3). The rising plate 2B, the inclined top plate 2U having a width d1 of 36 mm and a gradient height of 5 mm, the falling plate 2F having a height of 25 mm (h1), and the upper position remaining 5 mm as the water slice 2C below the falling plate 2F Is a shape in which a 36 mm (d1) bottom plate 2D extends rearward and an anchor piece 2A having a height of 5 mm is erected from the rear end of the bottom plate 2D, and is an extruded product made of aluminum having a thickness of 1.5 mm. Drills air holes H2 at intervals of 50 mm.
0031]
  In addition, the wide waist drainer 2 'for the book wall panel P is also a long object, and, like the narrow waist drainer 2, is an extruded product made of aluminum having a thickness of 1.5 mm. 4 (C) and (D), the rising plate 2'B, the inclined top plate 2'U, the falling plate 2'F, and the anchor piece 2'A at the rear end of the bottom plate are narrow waist drainers 2 (proof strength) The bottom panel 2'D has an extension length 2d larger than that of the narrow-width waist drainage, and the rear extension length d2 of the bottom panel 2'D is 71 mm. It is wider by 2′L (35 mm) than the bottom plate 2D of the waist drainer 2.
  Then, a pair of front and rear air holes H2 are formed in the bottom plate 2'D at intervals of 50 mm.
0032]
  As shown in FIG. 4 (E), the mounting plate 10 is a 2 mm-thick aluminum extrusion-molded product. The mounting plate 10 is a horizontal piece having a length X10 of 30 mm, a height Y10 of 42 mm, and an upper end of a vertical piece 10B having a width d4 of 15 mm. An upper piece 10U is provided, and a mounting hole H10 having a width of 4 mm and a length of 8 mm is formed in the center of the horizontal upper piece 10U.
  Further, below the vertical piece 10B, an engaging groove 10G is formed by a lower-end protruding piece 10D and an upper groove protruding piece 10F.
  The mounting piece 11 is a 2 mm thick aluminum product having an equilateral mountain shape with a length X11 of 30 mm and a side of 15 mm, and a mounting hole H11 having a width of 4 mm and a length of 8 mm is formed in the center of the horizontal upper piece 11U. .
0033]
[Step joint (Fig. 5)]
  As shown in FIG. 1, the step joint 6 is a member that copes with a small step DW on the outer wall W surface at the boundary between the book wall W1 and the load bearing wall W0. The SL side) projecting type is required, but both types are symmetrical, so the SR side projecting type will be described.
  FIGS. 5A and 5B are diagrams of the SR side (right side) protruding step joint, in which FIG. 5A is a perspective view, FIG. 5B is an arrow (A) view (plan view), and FIG. ) Is a side view as viewed from the arrow (b), and (D) is a side view as viewed from the arrow (C) of (A).
  As shown in FIG. 5, the step joint 6 is an integrated product of the respective plate-like parts, and is made of 6 nylon having a general thickness of 1 mm.
0034]
  That is, on the wide waist drainer 2 'side (SR side), the inclined piece 6U and the front falling piece 6F are arranged on the surface, and the inclined guide piece 6M and the falling guide piece 6M are arranged on the inner surface via the insertion groove 6G. ′, And on the narrow waist drainer 2 side (SL side), a step DW is maintained, an inclined piece 6U ″ is provided on the surface, and an inclined guide piece 6M and a falling guide piece 6M ′ are provided on the inner surface. An intermediate inclined piece 6U ′ for connecting the inclined pieces 6U and 6U ″ is provided at the joint portion of the step DW, and a side falling piece 6F ′ for closing a small mouth from the tip of the inclined piece 6U ′ In the rear end edge VE of the falling piece 6F ′, an insertion groove 6G is arranged between the surface of the SL side falling guide piece 6M ′.
0035]
  As is apparent from FIGS. 5C and 5D, the SR-side falling guide piece 6M ′ and the SL-side falling guide piece 6M ′ have slits 6G ′ at the bottom. Each slit 6G 'allows the bottom plates 2'D and 2D to be inserted when the end portions of the waist drainers 2' and 2 are inserted from the SR side and the SL side, and the waist drainers 2 'and 2 are inserted into the joint 6. The vertical reinforcing partition piece 6P that plays the role of a stopper at the time integrally holds each plate material, and the rising piece 6B on the SR side rear end and the SL side rear end together with the rising guide piece 6B ', 6G of insertion grooves for inserting 2'B and 2B are comprised.
0036]
  The dimensional relationship is that the wide waist drainer 2 'from the SR side is inserted between the rising plate 2'B between 6B and 6B'.groove6G, the inclined top plate 2'U stands in the insertion groove 6G between the inclined piece 6U and the inclined guide piece 6M.Downboard 2'FCan be inserted into the insertion groove 6G between the front falling piece 6F and the falling guide piece 6M ', and the bottom plate 2'D can be inserted into the slit 6G' between the guide protruding piece 6F "and the falling guide piece 6M '. The dimensions of
  Further, in the narrow waist drainer 2 from the SL side, the rising plate 2B is in the insertion groove 6G between 6B and 6B ', and the inclined top plate 2U is in the guide groove 6G between the inclined piece 6U "and the inclined guide piece 6M. , Falling board 2FIs the insertion groove 6G between the trailing edge VE of the side falling piece 6F ′ and the falling guide piece 6M ′, and the bottom plate 2D is a slit 6G ′ between the guide protruding piece 6F ″ and the guide piece 6M ′. It is a dimension that can be inserted.
  The inclined guide piece 6M and the falling guide piece 6M ′ are each projected 10 mm for guide.
0037]
[Formation of outer wall W (FIGS. 1, 2 and 3)]
  As shown in FIG. 1, a reinforced concrete exterior heat insulation building was developed by the present applicant and previously proposed as Japanese Patent Application No. 2001-188147 by an outer wall forming method in a reinforced concrete wall insulation structure. To construct.
  That is, the required wall amount in the building structure is the load-bearing wall W0 united with the concrete wall WC and the heat-insulating composite panel P0 for the load-bearing wall, and there are openings such as windows 5 and the load-bearing wall that cannot be included in the load-bearing wall. A wide region (non-bearing wall portion) between W0 is defined as a book wall W1 having only the heat insulating composite panel P.
0038]
  In the bearing wall W0, the bearing wall composite panel P0 shown in FIG. 2 (B) is adopted as the concrete wall outer formwork, and a conventional separator (not shown), KP con, shaft foot, foam tie, rib washer, nut, P The wall formwork is molded simultaneously with the floor slab formwork using the thick-walled, vertical-end thick pipe, and horizontal-end thick pipe, and the bookwall composite panel P shown in FIG. The lower frame 10b is fixed to a mounting hardware (not shown) attached to the solidified floor slab of the lower floor so that the heat insulating layer Pb of the wall panel P is flush with the heat insulating layer Pb of the load-bearing wall panel P0. The upper frame 10t is engaged with an attachment hardware (not shown) disposed in the upper floor slab formwork.
0039]
  Next, concrete is placed in the floor slab formwork and the wall formwork to construct a reinforced concrete outer wall W in which the bearing wall W0 and the book wall W1 are mixed.
  When the floors are successively constructed, the upper and lower connections of the panels P and P0 are performed so that the grooves a2 and the through holes a1 are vertically connected.
  As shown in FIG. 3, the outer wall W obtained has the heat insulating layer Pb of the panel P0 of the load bearing wall W0 and the panel P of the book wall W1 in the same thickness, and are aligned in a flush (straight) form. On the outer wall surface, the book wall W1 part overhangs the cement board thickness difference 35mm (cement board Pa thickness T1 is 60mm, cement board Pa'thickness T1 'is 25mm) from the bearing wall W0 part, At the boundary with the book wall W1 part, a small step DW (FIG. 3) of 35 mm is generated on the outer wall W surface, but both the bearing wall W0 part and the book wall W1 part from the bottom end to the top end are provided with the groove a2 and the penetration. It becomes the outer wall W which ventilates through the hole a1.
0040]
[Position of waist drainer (Fig. 6)]
  As shown in FIGS. 6 (A) and 6 (B), the foundation concrete 1 of the outer wall W is flush, the foundation insulation 1b pasted on the outer periphery of the foundation concrete 1 is also flush, and the bearing wall composite panel P0. And the book wall composite panel P arrange | positions each heat insulation layer Pb on the basic heat insulating material 1b.
  On the outer wall surface, the thickness T1 ′ (25 mm) of the cement plate Pa ′ of the bearing wall panel P0 is small and the thickness T1 (60 mm) of the cement plate Pa of the book wall panel P is large. A narrow waist drainer 2 is disposed in the W0 portion, and a wide waist drainer 2 ′ is disposed in the book wall W1.
0041]
  That is, as shown in FIG. 6 (B), the horizontal upper piece 10U of the mounting plate 10 shown in FIG. 4 (E) is brought into contact with the lower end surface of the cement plate Pa of the bearing wall panel P0 at intervals of about 60 cm. Mounting base material in which the horizontal upper piece 10U is screwed to the plate-like portion C3 (FIG. 2) through the adjustment long hole H10, and the lower rear surface of the vertical piece 10B of the mounting plate 10 is bonded and fixed to the basic heat insulating material 1b. (Wood board) Adhere or screw to 1f.
  Then, the anchor piece 2 </ b> A at the rear end of the bottom plate 2 </ b> D of the waist drainer 2 is engaged with the engagement groove 10 </ b> G (FIG. 4E) at the lower end of the attachment plate 10, and the rising plate 2 </ b> B of the waist drainer 2 is attached to the attachment plate 10. Adjust the vertical position on the top of the vertical piece and fix it with screws (not shown).
0042]
  Further, as shown in FIG. 6C, the book wall W1 is attached to the front plate-like part C1 (FIG. 2) at the lower end surface of the cement board Pa of the book wall panel P at an interval of about 60 cm. The horizontal upper piece 11U of the piece 11 (FIG. 4 (F)) is screwed through the long hole H11, and the horizontal upper piece 10U of the mounting plate 10 is attached to the rear plate of the cement plate Pa corresponding to the fixing position of the mounting piece 11. Abutting across the shape portion C2 and the partition portion C4 (FIG. 4), screwing under the front / rear position adjustment through the long hole H10, and the lower rear surface of the vertical piece 10B of the mounting plate 10 to the basic heat insulating material 1b It is bonded or screwed to the mounting base material 1f adhered and fixed to.
  Then, the anchor piece 2′A at the rear end of the bottom plate 2′D of the waist drainer 2 ′ is engaged with the engagement groove 10G (FIG. 4E) of the mounting plate 10, and the rising plate 2 ′ of the waist drainer 2 ′. B is brought into contact with the vertical piece 11B of the attachment piece 11 and fixed with a screw (not shown) under the vertical position adjustment.
0043]
[Treatment of low water level difference (Figs. 5 and 6)]
  FIG. 6A shows a wide waist drainage 2 on the book wall side at a small step DW generated at the connection portion between the SR side (right side) book wall composite panel P and the SL side (left side) bearing wall composite panel P0. It is a perspective view of the state which connected 'and the narrow waist drainer 2 by the side of a load-bearing wall with the SR side protrusion type level | step difference joint 6. FIG.
  That is, as shown in FIG. 5, the SR side protruding type stepped joint 6 has the SR side (right side) inclined piece 6U protruding forward by a small step DW from the SL side (left side) inclined piece 6U ″, and the front surface of the protruding portion. Has a shape including a front falling piece 6F and a side falling piece 6F ′ on the SL side of the protrusion.
0044]
  The step joint 6 is disposed at the small step DW portion, and the wide waist drainage 2 'left end portion from the right side, the rising plate 2'B is inserted into the insertion groove 6G between the rising piece 6B and the rising guide piece 6B'. The plate 2'U is inserted into the insertion groove 6G between the inclined piece 6U and the inclined guide piece 6M, and the falling plate 2'F is inserted into the insertion groove 6G between the front falling piece 6F and the falling guide piece 6M '. D fits by passing through the slit 6G ′ (FIG. 5D) below the falling guide piece 6M ′, and the insertion tip of the waist drainer 2 ′ is brought into contact with the stop surface ER of the partition piece 6P.
0045]
  Similarly, from the SL side, the right end of the narrow waist drainer 2 is inclined such that the rising plate 2B is inserted into the insertion groove 6G between the rising piece 6B and the rising guide piece 6B ′, and the inclined top plate 2U is inclined to the inclined piece 6U ″. In the insertion groove 6G between the guide pieces 6M, the falling plate 2F is inserted in the insertion groove 6G between the rear edge VE of the side portion falling piece 6F 'and the falling guide piece 6M', and the bottom plate 2D is below the falling guide piece 6M '. After passing through the slit 6G ′, the insertion tip of the waist drainer 2 is brought into contact with the stop surface EL of the partition piece 6P, and the processing of the SR side protruding small step is completed.
  Further, for the small step DW projecting on the SL side (left side) of the outer wall W, the prepared step joint 6 (not shown) projecting on the SL side may be used in the same manner as described above.
  In this case, if the step joint 6 and at least one waist drainage insertion end part are bonded together, the step joint is not loose.
0046]
[Post-processing (Fig. 6)]
  When the installation of the wide waist drainage 2 ', the narrow waist drainage 2 and the step joint 6 on the lower surface of the heat insulating composite panels P and P0 at the lower end of the outer wall W is completed, as shown in FIGS. 6 (B) and 6 (C), the waist drainage bottom plate A space formed by placing a wooden joint rod (not shown) with a square cross section (not shown) on the lower surface of 2D, 2'D, applying mortar 1a to the outer surface of the basic heat insulating material 1b, and then removing the joint rod from the mold. Fill the sealing 1c.
  Further, the sealing 1d is sealed in the space between the inclined top plates 2U, 2'U for draining the throat and the inclined pieces 6U, 6U ', 6U "of the step joints and the lower end surfaces of the cement plates Pa, Pa' of the heat insulating composite panels P, P0. As shown in FIG. 6 (A), sealing is performed on the wide waist drainage 2 ', the step joint 6 and the narrow waist drainage 2 in an extended form of the cement wall Pa of the wall panel and the cement wall Pa' of the load bearing wall panel. A 1d layer is formed.
0047]
〔effect〕
  In the reinforced concrete exterior heat insulation building obtained, the outer wall W is made of concrete, but the non-bearing wall part that cannot be included in the amount of the wall in the building structure existing between the bearing walls W0 is made of only the book wall composite panel P. Because the wall is W1 part, the wall formwork and concrete placement in the non-bearing wall part (book wall W1 part) on the outer wall W are not required, and the construction cost of reinforced concrete exterior insulation building is greatly rationalized. I can do it.
0048]
  Moreover, since a thin low-cost heat insulating composite panel is used as the load-bearing wall panel P0 where strength is not required, and the thick heat insulating composite panel P is arranged flush with the heat insulating layer Pb on the book wall W1 portion that requires strength, The outer wall W as a whole can be uniformly insulated, and the entire outer wall can be protected from internal dew condensation, and the outer panel (cement plates Pa, Pa ′) can be formed with a heat stress protection ventilation layer. Ventilation of aeration layers a1 and a2 can be ensured by waist water drainers 2 and 2 'that are firmly and evenly arranged at the lower end, streamlined in terms of building materials used, and durable and hygienic (mold prevention by condensation prevention) It is an excellent building from the generation control.
0049]
  Moreover, even in the small step DW of the outer wall W formed at the boundary between the bearing wall W0 part and the book wall W1 part, the waist drainage 2, 2 'can be extended along the outer wall W surface from the lower end of the outer wall by the new step joint 6. Can be processed in a uniform and continuous form without gaps, and the exterior of the drainage drainage 2, 2 'has a low construction cost and high durability, which is excellent in hygienic living environment. Demonstrate quality and functional beauty as a quality building.
0050]
  Further, when the waist drainers 2 and 2 'are arranged, the narrow waist drainer 2 for the load-bearing wall panel P0 having a novel structure and the wide waist drainer 2' for the book wall panel P are both attached to the mounting members 10 and 11, respectively. Therefore, the installation work to the cement boards Pa and Pa ′ of the heat insulating composite panels P and P0 can be performed with high accuracy in a form that absorbs the unevenness of the foundation, and the installation work is easy. In addition, the two-point support (rising plates 2B, 2′B and bottom plates 2D, 2′D support) enables a firm and uniform mounting arrangement of wide and narrow waist drainers.
  Therefore, it is possible to provide a ventilation structure in the lower part of the outer wall that is rich in quality and functionality in a high-performance and highly durable reinforced concrete external heat insulating building.
0051]
[Others]
  In the embodiment (FIG. 4), the narrow waist drainer 2 is only the mounting plate 10, and the wide waist drainer 2 ′ is a type that uses the mounting plate 10 and a separate mounting piece 11 as mounting members. However, as the mounting plate 10, a narrow waist drainer 2 (FIG. 2E) corresponding to the thin cement plate Pa ′ of the load bearing wall panel P 0 and a horizontal upper piece 10 U of the mounting plate 10 are used. Extended to correspond to the thick cement plate Pa of the book wall panel P (in FIG. 6C, the horizontal upper piece 10U and the horizontal upper piece 11U of the mounting piece 11 are integrated) for wide waist drainer 2 ' It is also possible to use two types together.
  Further, if the vertical reinforcing partition pieces 6P are integrated with the bottom plate (not shown) at the same level as the bottom plates 2D and 2'D of the insertion drainage drainage 2 and 2 'in the step joint 6, the step joint 6 As the strength increases, it can be attached to the lower portion of the outer wall W in the same manner as the waist drainers 2 and 2 ′, if necessary, and the intrusion of extra rainwater from the lower surface of the step joint 6 can be suppressed.
0052]
  In the embodiment (FIG. 1), the two types of waist drainers 2, 2 ′ are applied to the outer wall W using the load-bearing wall panel P0 and the book wall panel P having different thicknesses. Both the W0 and the non-bearing wall that cannot be calculated as the bearing wall are the outer wall W composed of one kind of thin heat insulating composite panel P0 and the concrete wall WC, and the mounting plate 10 is used as the panel cement plate Pa ′ at the lower end of the outer wall W. Even if the waist drainer 2 is placed, the waist drainer 2 can be placed accurately and firmly in a form that absorbs the unevenness of the foundation, and firmly supported by two points, and the outer wall W is provided at the lower part of the outer wall that ensures the ventilation of the ventilation layer a2. A ventilation structure is obtained.
  Of course, in this case, the step joint 6 having a new structure is not necessary, and the arrangement of the long waist drainer 2 is changed by adopting a design change so that the conventional joint, exit corner, and entrance corner conform to the shape of the waist drainer 2. Just do it.
0053]
【The invention's effect】
  In the ventilation structure of the lower part of the outer wall of the present invention, the waist drainers 2, 2 'are secured at the two points of the rising plates 2B, 2'B and the bottom plates 2D, 2'D. A strong and highly accurate arrangement is possible.
  Moreover, since the mounting members 10 and 11 for securing the pelvic drainage 2 and 2 'are fixed to the lower surfaces of the cement plates Pa and Pa' of the composite panels P and P0, the front and rear position adjustment is easy, and the lumbar drainage rising plate 2B. , 2′B is fixed to the mounting members 10 and 11, and the vertical position adjustment is easy, and the waist drainer 2 and 2 ′ are easily adjusted to the appropriate position under the front and rear and vertical position adjustment, and have a good appearance. Can be placed.
0054]
  Therefore, while it is a reinforced steel or steel-concrete exterior heat insulating building, it is equipped with a strong and uniform waist drainer, and the inside of the outer wall is aired upward from the waist drainer to the ventilation layers a1 and a2 of the heat insulating composite panels P and P0. A ventilation structure through which the flow f penetrates and from which rainwater does not enter into the outer wall W is obtained from the inclined top plates 2U, 2'U and the bottom surfaces of the bottom plates 2D, 2'D. Provided is an outer heat insulating building in which condensation and exterior materials (cement plates Pa, Pa ′) are prevented from being deteriorated by heat stress.
0055]
  Further, by connecting the waist drainers 2 and 2 'in a stepped form using the step joint 6, when different types of panels are employed as the heat insulating composite panels P and P0 used for the outer wall W, or the heat insulating composite Even when the panel is arranged in a form having a small step DW, the pelvic drainage 2, 2 'has a strong and uniform appearance, and the small steps on the outer wall W can be processed cleanly, and the outer wall appearance is rich in high quality. I will provide a.
0056]
  Moreover, since the outer wall W is formed by the load-bearing wall W0 united with the heat insulating composite panel P0 and the concrete wall WC, and the book wall W1 part with only the heat insulating composite panel P, the reinforcing wall or the steel-concrete external heat insulating building is used. By omitting the wall formwork in the book wall W1 and rationalizing the amount of concrete used, it can be provided with a significant rationalization of construction costs.
[Brief description of the drawings]
FIG. 1 is an explanatory perspective view of an outer wall W to which the present invention is applied.
FIGS. 2A and 2B are perspective views for explaining a heat insulating composite panel used in the present invention, in which FIG. 2A shows a book wall composite panel P and FIG. 2B shows a load bearing wall composite panel P0.
FIG. 3 is a perspective view of a connection state between a book wall composite panel P and a load bearing wall composite panel P0 according to the present invention.
FIGS. 4A and 4B are explanatory views of a waist drainage fitting used in the present invention, wherein FIG. 4A is a perspective view of a narrow waist drainer 2, FIG. 4B is a cross-sectional view along line BB in FIG. A perspective view of the wide waist drainer 2 ′, (D) is a sectional view taken along the line DD of (C), (E) is a perspective view of the mounting plate 10, and (F) is a perspective view of the mounting piece 11.
5A and 5B are explanatory views of a step joint used in the present invention, in which FIG. 5A is an overall perspective view, FIG. 5B is a plan view in the direction of arrow (A) in FIG. (B) Direction side view, (D) is an arrow (C) direction side view of (A).
6A and 6B are explanatory diagrams of an implementation state of the present invention, in which FIG. 6A is a perspective view of a connected state of drainage at the outer wall small step DW, FIG. 6B is a cross-sectional view taken along line BB in FIG. ) Is a cross-sectional view taken along line CC of (A).
7A and 7B are explanatory diagrams of Conventional Example 1, in which FIG. 7A is a longitudinal side view, and FIG. 7B is an enlarged view of a portion B of FIG.
8A and 8B are explanatory views of a conventional example 2, in which FIG. 8A is a longitudinal side view, and FIG. 8B is a partially cutaway plan view showing a connected state of draining water at a step portion of an outer wall.
[Explanation of symbols]
1: basic, 1a: mortar (basic mortar),
1b: heat insulating material (basic heat insulating material), 1c, 1d: sealing,
1f: Mounting base material (wood board),
2: waist drainage (narrow waist drainage), 2 ': waist drainage (wide waist drainage),
2A, 2′A: anchor piece, 2B, 2′B: rising plate,
2D, 2′D: bottom plate, 2F, 2′F: falling plate,
2U, 2'U: Inclined top board, 3: Kasagi,
4: rooftop, 5: window, 6: step joint,
6B: Rising piece, 6B ': Rising guide piece,
6F: Front falling piece, 6F ': Side falling piece,
6G: Insertion groove, 6G ': Slit,
6M: Inclined guide piece, 6M ': Falling guide piece,
6P: reinforcement partition piece, 6U, 6U ', 6U ": inclined piece,
10: mounting plate (mounting member), 10B, 11B: vertical piece,
DW: steps on the outer wall (steps, small steps),
10D: protruding piece, 10F: groove protruding piece,
10G: engagement groove, 10U, 11U: horizontal upper piece,
11: mounting piece (mounting member),
a1: through-hole (venting layer), a2: groove (venting layer),
Be, Be ': Panel lower end surface, Bt, Bt': Panel upper end surface,
C1, C2, C3: plate-like part, C4, C5: partition part,
10t: upper frame, 10b: lower frame, 10s: side frame,
P: Book wall composite panel (heat insulation composite panel),
P0: Bearing wall composite panel (heat insulation composite panel),
Pa, Pa ': cement board, Pb: heat insulation layer,
Pc: gypsum board, VE: rear edge,
W: outer wall, W0: bearing wall,
W1: Book wall, WC: Concrete wall,
H2: Air hole, H10, H11: Mounting hole

Claims

A concrete building outer wall (W) having a heat insulating composite panel (P, P0) in which a cement board (Pa, Pa ') having a ventilation layer (a1, a2) and a heat insulating layer (Pb) are laminated. The horizontal upper piece (10U, 11U ) of the mounting member (10, 11) in the form of an angle is fixed to the lower end surface of the cement plate (Pa, Pa ') of the panel (P, P0) at the lowest end, and the rising plate (2B, 2'B), inclined top plate (2U, 2'U), falling plate (2F, 2'F), and waist plate with bottom plate (2D, 2'D) with air holes (H2) Drain the drain (2, 2 '), mount the rising plate (2B, 2'B) to the vertical piece (10B, 11B) of the mounting member (10 , 11), and attach the rear end of the bottom plate (2D, 2'D) and arranged in two-point support is attached to the vertical piece (10B) the lower end of the member (10), or the air holes in the waist water-shielding base plate (2D, 2'd) (H2) Air flow (f) through the ventilation layer (a1, a2) of the heat insulation composite panel (P, P0) and discharged from the upper end of the outer wall (W), the ventilation structure of the lower part of the outer wall in the outer insulation building .

The outer wall (W) surface has a small step (DW), and at the step (DW) portion, the step joint (6) disposed on the lower end surface of the heat insulating composite panel (P, P0) is connected to the waist drainage (2 , 2 '). The ventilation structure for the lower portion of the outer wall according to claim 1, wherein the end portions are inserted and arranged.

The outer wall (W) is composed of a load-bearing wall (W0) unit integrated with a heat insulating composite panel (P, P0) and a concrete wall (WC) and a book wall (W1) unit with only a heat insulating composite panel (P). The ventilation structure of the lower part of the outer wall according to claim 1 or 2.

The load-bearing wall (W0) part is integrated with a concrete wall (WC), which is a load-bearing wall composite panel (P0) in which a cement plate (Pa ') having a groove (a2) on the inner surface and a heat insulating layer (Pb) are laminated. The book wall (W1) is formed by laminating a cement plate (Pa) having a through hole (a1) and a heat insulating layer (Pb) inside, and an upper frame (10t) and a lower frame (10b) of an angle steel material. The ventilation structure of the lower part of the outer wall of Claim 3 formed only with the book-wall composite panel (P) provided with.

The cement wall thickness (T1) of the book wall composite panel (P) is larger than the cement board thickness (T1 ') of the load bearing wall composite panel (P0), and the book wall composite panel (P) and the load bearing wall composite panel (P0). The heat insulating layer thickness (T2) is the same, and the heat insulating layer (Pb) of both composite panels (P, P0) is arranged in a flush manner.

The protruding length (d3) of the drainage drainage (2, 2 ') is the same across the bearing wall (W0) and the book wall (W1), and the height of the falling plates (2F, 2'F) ( The ventilation structure of the lower part of the outer wall according to any one of claims 3 to 5 , wherein h1) is the same.

At the lower end of the load-bearing wall composite panel (P0), the horizontal upper piece (10U) of the angle-shaped mounting plate (10) is fixed to the tip of the cement plate (Pa '), and the vertical piece (10B) of the mounting plate (10). The riser plate (2B) for waist drainage is fixed to the upper part of the wall, the rear end of the bottom plate (2D) for waist drainage is locked to the lower part of the vertical piece (10B), and the lower end of the wall panel (P) is The angle-shaped attachment piece (11) is fastened to the front plate-like portion (C1) of the cement plate (Pa), and the angle-shaped attachment piece (C2) and the rear plate-like portion (C2) following the partition portion (C4) are attached. The horizontal upper piece (10U) of the mounting plate (10) is fixed, the rising plate (2'B) of the waist drainage is attached to the vertical piece (11B) of the mounting piece (11), and the rear end of the bottom plate (2'D) The ventilation structure of the lower part of the outer wall according to claim 6 , wherein the bottom is fixed to the lower part of the vertical piece (10B) of the mounting plate (10).

The mounting plate (10) is screwed to the lower end of the cement plate (Pa, Pa ') of the composite panel (P, P0) through the long hole (H10) of the horizontal upper piece (10U) and the vertical piece (10B) The ventilation structure of the lower part of an outer wall of Claim 7 which fixed the lower part of the rear surface to the mounting base material (1f) on a basic mortar (1a).

The step joint (6) is a continuous slope piece comprising a projecting side (SR) slope piece (6U), an entry side (SL) slope piece (6U ″) and a joint slope piece (6U ′) in a stepped shape in plan view. And a front falling piece (6F) and a side falling piece (6F ′) for closing the step edge, and from the protruding side (SR) of the outer wall W, the inclined top plate of the waist drainer (2 ′) (2′U) is inserted into the lower surface of the inclined piece (6U), and the falling plate (2′F) is inserted into the inner surface of the front falling piece (6F). The inclined top plate (2U) is inserted into the lower surface of the inclined piece (6U ″), and the falling plate (2F) is inserted into the rear end edge (VE) of the side falling piece (6F ′). The ventilation structure of the outer wall lower part of any one of thru | or 8 .

It includes a waist drainer (2) and a mounting plate (10). The waist drainer (2) includes a vertical rising plate (2B), an inclined top plate (2U) forward from the lower end of the rising plate, and a vertical front end. A bottom plate (2D) and a bottom plate (2D) extending rearwardly from the lower part of the falling plate (2F) to a position substantially below the rising plate (2B), and a rear end of the bottom plate (2D) Has an anchor piece (2A) standing up and air holes (H2) are drilled at appropriate positions on the bottom plate (2D). The mounting plate (10) is in an angle form and has mounting holes (H10). It consists of a horizontal upper piece (10U) and a vertical piece (10B) provided with a vertical piece (10B) bent forward at the lower end of the vertical piece (10B) and forward bent at the upper part of the protruding piece (10D). A protruding groove (10F) is provided, and the anchor (2) is used as an anchor for the waist drainage by the protruding piece (10D) and the groove protruding piece (10F). The (2A) and has a engaging groove (10G) for retaining, waist draining fitting.

It includes a waist drainer (2 '), a mounting plate (10), and a mounting piece (11). The waist drainer (2') has a vertical rising plate (2'B) and a front end from the lower end of the rising plate. Inclined top plate (2'U), vertical falling plate (2'F) at the front end, and lower position of rising plate (2'F), beyond the lower position of rising plate (2'B) And a bottom plate (2'D) extending rearward, and having an anchor piece (2'A) standing up at the rear end of the bottom plate (2'D), and at a proper position of the bottom plate (2'D) The air hole (H2) is perforated, and the mounting plate (10) is in the form of an angle, and is composed of a horizontal upper piece (10U) and a vertical piece (10B) provided with a mounting hole (H10). The lower end of the piece (10B) is provided with a forward protruding piece (10D), and the upper portion of the protruding piece (10D) is provided with a groove protruding piece (10F) that bends forward and protrudes into the protruding piece (10D). It has an engagement groove (10G) for engaging the anchor piece (2'A) of the waist drainer (2 ') with the groove protrusion piece (10F), and the attachment piece (11) is in an angle form A waist drainage fitting having a horizontal upper piece (11U) and a vertical piece (11B) provided with mounting holes (H11).