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JP4018553B2 - Balcony drainage equipment - Google Patents
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JP4018553B2 - Balcony drainage equipment - Google Patents

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JP4018553B2
JP4018553B2 JP2003012660A JP2003012660A JP4018553B2 JP 4018553 B2 JP4018553 B2 JP 4018553B2 JP 2003012660 A JP2003012660 A JP 2003012660A JP 2003012660 A JP2003012660 A JP 2003012660A JP 4018553 B2 JP4018553 B2 JP 4018553B2
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girder
gutter
deck
rain gutter
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JP2004225305A (en
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郁雄 田嶋
英樹 坂田
紀和 田中
多恵子 高橋
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新日軽株式会社
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Description

【0001】
【発明の属する技術分野】
本発明は、妻梁、前桁などの強度が要求される部材がアルミニウム合金製の中空材であるバルコニーの排水装置に関する。
【0002】
【従来の技術】
バルコニーの妻梁、前桁及び根太などの強度が要求される部材は、強度、成形容易性、軽量性及び外観性などにおいて優れているアルミニウム合金製中空材を用いるものが多い。反面、アルミニウム合金製中空材は熱伝導性が高いので、朝晩に外気温度が低下する、とくに春、夏、秋などに、中空部内に結露水が発生することがある。
【0003】
建物躯体に突設されるバルコニーには、地上に立設された柱によりバルコニーの先端隅角部を支持する有柱タイプと、そのような柱を有しない無柱タイプの二種類があるが、いずれの場合も、デッキに降った雨水をデッキの下面から滴下させずに地上に誘導し排水するため、排水装置が備えられている。
【0004】
バルコニーの排水装置には、デッキ上面の駆体側端部(後端部)から流出する雨水を根太掛けに設けた雨樋(後樋)又はデッキ上面の後端部に設けた雨樋(後樋)で受けた後、妻梁に設けた雨樋(側樋)に流下させ、デッキ上面の妻梁側端部(側端部)から流出する雨水を側樋で受け、デッキ上面の前桁側端部(前端部)から流出する雨水はデッキ上面の前端部に設けた雨樋(前樋)で受けて、その前樋から側樋に合流させ、側樋に結合した立て樋又は呼び樋と立て樋あるいは導水チェーン等の雨水誘導部材を介して地上に排水するもの(特許文献1参照)、駆体の側樋よりも一段低い位置に集合樋を設け、両側樋に集められた雨水をさらに集合樋に集めて雨水誘導部材を介して地上に排水するもの(特許文献2参照)が知られている。また、デッキ側端部から側樋に流下させた雨水を全て前桁に設けた前樋に集合させ、その前樋から雨水誘導部材を介して地上に排水するようにしたもの(特許文献3)も知られている。
【0005】
【特許文献1】
特開昭58−40618号公報
【特許文献2】
特開平8−209870号公報
【特許文献3】
特開平12−27383号公報
【0006】
そして、とくに無柱タイプのバルコニーは、デッキ上面、従ってまた妻梁が、根太掛け側よりも前桁側が若干高くなるように傾斜させて(これを以下、先上がりという。)設置されることがある。その理由は、経年変化又は劣化により前桁側が幾分低下するので、それを見込んで低下した時に水平になるように設計されるためである。もし、最初から水平に設置した場合は、経年変化又は劣化により妻梁の雨樋が根太掛け側よりも前桁側が低くなるように傾斜する(これを以下、先下がりという。)ことになる。
【0007】
【発明が解決しようとする課題】
しかしながら、従来のデッキにおいては、各構成部材の中空部に生じる結露水に対して何等の排水手段も備えられていない。精々、妻梁の屋外側端部において中空部に樹脂製のキャップを嵌合する程度である。そして、キャップは水密性を備えていないから、従来のバルコニーにおいては、妻梁、前桁及び根太など中空部を有する金属部材の長手方向端部から結露水がバルコニーの下方に滴下することがあり、バルコニーの下に洗濯物を干したり、バルコニーの下で作業又は読書などをしている際にいろいろな不具合があった。
【0008】
また、従来は、妻梁の雨樋、前桁の雨樋及び根太掛けの雨樋は、いずれもそれぞれ妻梁、前桁、根太掛けに一体成形されている。従って、最初に先上がりに設置されるバルコニーにおいては、(a)デッキ上面に降った雨の多くが根太掛けの雨樋に集合することとなるが、根太掛けの雨樋は通常細いので、雨水が溢れてデッキ下方に滴下する問題がある。また、(b)妻梁の屋外側端部付近に立て樋を結合した場合は、降雨終了後も妻梁の雨樋に雨水が溜まって早期に完全排水されない。そのため、妻梁の雨樋の端部の水密性が良くないと、妻梁の躯体側端部から漏水が生じ易い。そして、経年変化等によりデッキが水平になった時は、デッキ上面及び妻梁の雨樋の排水性が低下する。
また、立て樋が妻梁の躯体側端部に結合されているデッキが水平に設置された場合は、経年変化又は劣化により妻梁の雨樋が先下がり状態になった後は、妻梁の雨樋の前桁側部分に雨水が溜まって、同様に排水性が低下し、妻梁の前桁側端部から漏水又は滴下する等の問題がある。
【0009】
本発明は、上記事情に鑑みてなされたものであり、第一の課題は、少なくとも妻梁及び前桁の中に生じる結露水を、デッキ下方に滴下させることなく、雨水誘導部材を介して地上に排水できるデッキの排水装置を提供することにある。
第二の課題は、少なくとも妻梁及び前桁の中に生じる結露水を、妻梁及び前桁に対する最少限の加工により排水できるようすることにある。
第三の課題は、少なくとも妻梁及び前桁の中に生じる結露水を、デッキ上面に降った雨水と合流させて、最少限の樋部材を介して排水できるようにすることにある。
【0010】
【課題を解決するための手段】
上記課題を解決するため、請求項1の本発明によるデッキの排水装置は、妻梁の中空部のデッキ側部分に、その中空部内壁面に生じる結露を集合させる結露集合溝を設けるとともに、妻梁の下端部にデッキ側に突出する補助雨樋を設けて、前記結露集合溝を前記補助雨樋に連通させ、前桁の中空部の下端部を前桁の長手方向端部において前記補助雨樋に連通させ、妻梁内及び前桁内から前記補助雨樋に流入した結露水を雨水誘導部材を介して地上に排水するようにしたことを特徴としている。
上記構成により、妻梁の中空部内壁面に生じた結露水は結露集合溝に集合し、補助雨樋に流出する。前桁の中空部の内壁面に生じた結露水は、その中空部の下端部を前桁の長手方向端部に流れ、その端部から補助雨樋に流出する。補助雨樋に流出した結露水は雨水誘導部材を介して地上に排水される。従って、妻梁又は前桁の端部から結露水が滴下することが防止される。
【0011】
また、請求項2の本発明によるデッキの排水装置は、妻梁の結露集合溝を形成するデッキ側縦壁の下端部分をデッキと反対側に屈曲させて、その屈曲壁に前記結露集合溝を補助雨樋に連通させる孔を設け、前記妻梁のデッキ側縦壁に長手方向端面を当接して接続される前桁の中空部の下端部における前記長手方向端面と前記屈曲壁との間に間隙を形成させ、その間隙において屈曲壁の孔及び前桁の中空部の下端部を前記補助雨樋に連通させたことを特徴としている。
上記構成により、妻梁の結露集合溝は孔により妻梁の屈曲壁により形成された間隙に連通し、長手方向端面を妻梁のデッキ側面に当接して接続された前桁の中空部の下端部が妻梁の屈曲壁により形成された間隙に臨む。その間隙は補助雨樋に連なっている。従って、妻梁の中空部の内壁面及び前桁の中空部の内壁面に生じた結露水は、ともに補助雨樋に集合する。妻梁の屈曲壁に孔を設けるだけの最少限の加工で良い。
【0012】
前桁の中空部を形成する底壁をその長手方向端部付近において下方に切り起して係止片を形成するととともに、前桁の中空部を下方に開口させる孔又は切欠を形成し、前記係止片は前桁を妻梁に接続する際に妻梁の補助雨樋に係止させて位置決め及び一時保持のために用い、前記孔又は切欠は前桁の中空部に生じた結露水を妻梁の補助雨樋に流入させるために用いるようにした場合は、前桁と妻梁との接続作業を安定して迅速に行うことができ、また、前桁の中空部に生じた結露水の補助雨樋への排水性が向上する。
【0013】
妻梁のデッキ内側面に設けられた雨樋にデッキの間口方向端部を臨ませるとともに、前記デッキの前桁側端部を前桁のデッキ内側面に設けられた雨樋に臨ませて、デッキ上面の間口方向端部から流出する雨水を前記妻梁の雨樋(以下、妻雨樋という。)に流入させるとともに、前記デッキ上面の前桁側端部から流出する雨水を前記前桁の雨樋(以下、前雨樋という。)に流入させ、前記前雨樋の長手方向端部に形成した切欠又は孔から前記妻雨樋に合流させ、前記妻雨樋に合流された雨水と、前記妻梁の補助雨樋に流入された結露水とを合流器に合流させ、合流器から雨水誘導部材を介して地上に排水するようにした場合は、デッキ上面に降った雨と、少なくとも妻梁及び前桁の中に生じた結露水を共通の雨樋を経て排水することができ、樋部材の増加による美観低下を防止できる。
【0014】
【発明の実施の形態】
次に、本発明の実施の形態について、図面に基づいて説明する。
図1ないし図10は、バルコニーの構成部材を設置工程順に沿って説明するためのものであり、図1は躯体に対する先付金具の取付け状態を示す斜視図、図2は先付金具を用いて妻梁を取付ける工程を説明する斜視図、図3は取付けられた妻梁の基端の間に根太掛けを取付ける工程を説明する斜視図、図4は妻梁に対する根太掛けの位置決め構造を示す要部の断面図、図5は妻梁と根太掛けの端部同士の位置関係を説明する斜視図、図6は妻梁の先端の間に前桁を取付ける工程を説明する斜視図、図7は前桁の形状・構造を示す斜視図、図8は前桁の断面図、図9は妻梁に対する前桁の取付時の移動方向及び位置関係を示す断面図、図10は妻雨樋の形状及び構造を一部破断して示す斜視図である。
図11は本発明による排水装置を備えたバルコニーの要部の断面図、図12は図11のX−X線断面図、図13は図11のY−Y線断面図、図14は図11のZ−Z線断面図、図15は妻雨樋に対する合流器の取付けを説明する斜視図である。
【0015】
[バルコニーの構成]
まず、バルコニーの設置順序に従って、各構成部材について説明する。
図1に示すように、躯体1に屋外方向に突出する左右2本の先付金具2をバルコニーの間口寸法に対応する間隔を持って固着板2aにおいてねじ止めにより固定する。この場合、先付金具2は、バルコニーが先上がり状態に設置されるか、水平状態に設置されるか、先下がりに設置されるかに応じて、先上がり、水平又は先下がりに固定される。
【0016】
次に、図2に右側の先付金具2についてのみ示すように、各先付金具2を妻梁3の中に挿入し、ねじs1をねじ込むことにより、妻梁3が躯体に固定される。さらに詳述すると、妻梁3は主体が角筒状に形成されて中空部3aを有しており、各先付金具2を妻梁3の躯体側端面が先付金具2の固着板2aに当接するまで妻梁3の中空部3aに入れ子式に挿入し、妻梁3の中空部3aを形成する内壁3bに設けてあるねじ挿通孔3cにねじs1を挿通し、先付金具2にねじ込むことにより固定する。固定後、ねじ挿通孔3cに雨水が浸入するのを防ぐため、孔塞ぎシール4が貼付けられる。妻梁3の内壁3bの下端部には口述される補助雨樋3eが一体に突設されている。
【0017】
続いて、図3に示すように、躯体1に固定された左右の妻梁3の躯体側端部 (これを基端ということがある。)の間に根太掛け5が嵌合され、コーチスクリュー等のねじs2により躯体1に固定される。この場合、図2,3,4に示すように、妻梁3の内壁3bの躯体側端部を水平に切り起して矩形の係止片3dが形成してあり、また、図3,4に示すように、根太掛け5は、躯体に密着される垂直壁5aと、その垂直壁5aの上端部から屋外方向にほぼ水平に延びて、後述されるデッキ上面の躯体側端部を被覆するカバー部5bと、垂直壁5aの下端部から屋外方向に段状に延びる根太受け5cとを有して、全体として断面ほぼコ字形に形成されているので、根太受け5cを左右の妻梁の係止片3dに載せて、容易に根太掛け5を水平状態に保持できるようにしてあり、水平に保持した状態でねじs2を正確な位置に容易にねじ込むことが可能とされている。
【0018】
妻梁3と根太掛け5が躯体1に固定された後、図5に示すように、妻梁3と根太掛け5の上端部と躯体の壁面との間にコーキング材6を充填するなどのシール処理が施される。
【0019】
根太掛け5の取付け後は、図6に示すように、左右の妻梁3の屋外側端部(これを先端ということがある。)の間に前桁7を、その長手方向端面を妻梁3の先端側の対向面、すなわち、内壁3bに当接した状態で連結する。さらに詳述すると、前桁7は、図7にも示すように、主体が角筒状に形成されて中空部7aを有し、その中空部を形成する内壁7bの上部に上面に開放され、かつ、長手方向に開口する前雨樋7cが一体に形成され、また、内壁7bの下部に根太受け7dが形成されている。
【0020】
そして、図6に示すように内壁7bを躯体側に向け、図7に示すように、L字形の前桁取付け用ブラケット8の一辺8aを中空部7aの端部に挿入し、そのブラケットの他辺8bを中空部7aの開口面に位置させた状態(図6参照)でねじs3により内壁7bに固着し、その前桁7を図6に示すように、妻梁3の先端部の間に上方から降下して嵌合し、妻梁3の内壁3bの下部に突設されている補助雨樋3eの上に載置する。
この時、図8に示すように、前桁7の中空部7a形成している下壁7eの長手方向端部を下方に切り起して係止片7fが形成してあるので、図9に示すように、前桁7を降下させる際に、係止片7fを妻梁3の補助雨樋3eの中に嵌合係止させることにより、前桁7を妻梁3に連結する前に左右両側の妻梁3の間の正確な位置に安定して保持することができる。
【0021】
図6に示すように、前桁7の長手方向端面及びその端面に位置されたブラケット8の他辺8bを妻梁3の先端の対向面、すなわち内壁3bに当接させ、他辺8b及び内壁3bに設けてある孔を合致させ、妻梁3の中空部3aからねじs4を内壁の孔に貫通し、ブラケット8の他辺8bのねじ孔にねじ込むことにより、前桁7が両妻梁3に連結される。
【0022】
なお、その連結前に前桁7の長手方向両端面にはシーリング材11が貼付けられて、連結された状態では妻梁3と前桁7の当接面に高い水密性が得られている。また、各妻梁3の先端面にもシーリング材11が貼付けられた後、妻梁3の中空部3aに妻梁キャップ9が嵌着されて、妻梁の中空部3aの先端が密閉されて、高い水密性が得られている。
【0023】
上記のようにして、躯体1の屋外側面に左右の妻梁3と根太掛け5と前桁7とが矩形枠状に連結された後、両妻梁3の対向面、すなわち内壁3b面に、図10及び図11に示すように、妻梁3とは別体に成形された妻雨樋12が、躯体側よりも前桁側が低くなるように、すなわち、先下がり状態で取付けられる。
【0024】
妻雨樋12は、図10,12,13,14に示すように、外縦壁12aと、その外縦壁の下端部から所要の幅をもって水平内側に延びる底壁12bと、その底壁の内側端部においてその上下方向に延びる内縦壁12cを有し、外縦壁12aは内縦壁12cよりも高い位置まで起立している。そして、外縦壁12aと底壁12bと内縦壁12cの底壁よりも上側部分とによって上方に開放され、かつ、妻雨樋の長手方向に開口する溝12dが形成されている。さらに、外縦壁12aの上端部と、内縦壁12cの上下両端部に水平内側に延出する支持縁10e;10f,12gが設けられている。また、溝12dを形成する外縦壁12aと内縦壁12cにはビスホール12h,12iが設けられている。
【0025】
妻雨樋12を先下がり状態で取付けることを容易にするための一つの方法として、妻梁3の補助雨樋3eの上面から根太掛け5の根太受け5dの上面までの高さは、妻梁3の補助雨樋3eの上面から前桁7の根太受け7dの上面までの高さよりも大きくなるように設計されている。
そして、矩形枠状に連結した後の根太掛け5dと前桁7の間に妻雨樋12が掛け渡され、その妻雨樋の外縦壁12aを妻梁3の内壁3bに当接し、かつ、妻雨樋12の長手方向両端部における内縦壁12cの下側の支持縁10gを根太掛け5の根太受け5dと前桁7の根太受け7dとに載置して、それらの根太受け5d,7dの下側からこれらにねじ込まれるねじs5により、妻雨樋の両端部が固定されている。従って、妻雨樋12は先下がり状態に取付けられる。
【0026】
この場合、図10に示すように、妻雨樋12の長手方向両端部には、二つの形状及び寸法が同一の妻雨樋小口塞ぎ13a,13bが、ビスホール12h,12iにねじ込まれるねじs6により取付けられている。妻雨樋小口塞ぎ13a,13bは、矩形の板13で形成されており、その高さが溝12dの深さ、すなわち、底壁12bから支持縁10fまでの距離よりも若干大きくされている。
そして、妻雨樋12の躯体側端部に取付けられる妻雨樋小口塞ぎ13aは、図10及び図12に示すように、その下辺を底壁12bに一致させて取付けられて、妻雨樋の溝12dの長手方向端部を密閉しているとともに、妻雨樋小口塞ぎ13aの上端部が支持縁10fよりも上方に突出されている。また、妻雨樋12の前桁側端部に取付けられる妻雨樋小口塞ぎ13bは、図10及び図13に示すように、その上辺を支持縁10fと一致させて取付けられ、妻雨樋の溝12dの長手方向端部を密閉している。
【0027】
上記妻雨樋12が妻梁3の内側面に当接して根太掛け5と前桁7の間に掛け渡され、支持縁12gにおいてねじs5により固定されると、支持縁12fはこれにデッキ材14のデッキ間口方向端部を載置して支持するために用いられる。
【0028】
次に、根太掛け5と前桁7の長手方向中間位置において、根太掛け5及び前桁7に直角な方向に長い複数本の既知の根太13が所要の間隔をおいて妻梁3と平行に掛け渡されて、固定される。根太13は妻雨樋12の内縦壁12cの高さと等しい高さを有し、その長手方向両端部をそれぞれ根太掛け5の根太受け5d及び前桁7の根太受け7dに載せ、ねじs5と同様のねじにより固定される。従って、妻雨樋12の支持縁12fの上面と各根太13の上面はすべて一つの共通の先下がり傾斜面上に存在する。
【0029】
そして、上記共通の傾斜面上に既知のデッキ材14が次のようにして躯体側から前桁側の方向に順次取付けられる。すなわち、最初のデッキ材を根太13及び妻雨樋12の支持縁12fの上に置き、躯体1方向に摺動する。この時、図11に示すように、妻雨樋12の躯体側端部に支持縁12fよりも上方に突出する妻雨樋小口塞ぎ13aが設けてあるので、摺動されるデッキ材はこの妻雨樋小口塞ぎ13aに止められる。すなわち、妻雨樋小口塞ぎ13aはデッキ材設置のスタータとして機能し、最初のデッキ材を躯体方向に摺動するだけで、デッキ材が正確に位置決めされ、後続の他のデッキ材を順次根太13及び妻雨樋12の支持縁12fの上に載置し、躯体1方向に摺動するだけで、簡単迅速にすべてのデッキ材を設計通り所定の位置に位置決めし、各デッキ材の間から挿入されるねじs6を根太13に予め開けてあるねじ孔にねじ込んでデッキ材14を円滑に固定することができる。
【0030】
そして、最初のデッキ材の躯体側端部は根太掛け5のカバー部5bにより被覆される(図11参照)。また、各デッキ材14のデッキ間口方向端部は、上述されたように支持縁12fに載置されて、妻雨樋12の溝12dに臨ませてあり、デッキ材のデッキ間口方向端部及び溝12dは、妻雨樋12の外縦壁12aの上端部に形成されている支持縁12eに化粧ねじs7によりデッキカバー15を固着することにより被覆される(図12及び図13参照)。さらに、最後のデッキ材の屋外側端部は、前桁7の前雨樋7cに臨ませてある。
【0031】
[排水装置の構成]
上記バルコニーには、次に述べるような排水装置が備えられている。すなわち、デッキ上面のデッキ間口方向両端部は妻雨樋12の溝12dに臨んでおり、妻雨樋の溝12dの躯体側端部及び屋外側端部は妻雨樋小口塞ぎ13aと13bにより密閉されている。そして、妻雨樋12の屋外側端部付近において、溝12dの底に雨水落下用の孔12jが設けられ、その孔に雨水落下筒16の上端部が結合されている。従って、デッキの間口方向両端部から流出する雨水は、先下がりの妻雨樋12の中をその屋外側端部方向に流れ、雨水落下孔12jから雨水落下筒16に流下する。
【0032】
一方、デッキ上面の屋外側端部は前桁7の前雨樋7cに臨んでおり(図11参照)、図7及び図9に示すように、その前雨樋7cの長手方向の少なくとも一端部が妻雨樋の溝12dの幅を越えない長さに渡って切除されて、雨水落下用の孔7eが形成されている。そして、前雨樋7cの底は、妻雨樋の支持縁12fよりも若干高い位置に存在するので(図11及び図13参照)、デッキ上面から前雨樋7cに流入した雨水は孔7eから妻雨樋12の溝12dに流下して、デッキの間口方向端部から流入した雨水と合流し、雨水落下孔12jから雨水落下筒16に流下する。雨水落下筒16に流下した雨水は、図11に例示するように、合流器16aの中に落下する。
【0033】
妻梁3の中空部3aの底壁3fは、デッキ側に向けて下り傾斜され、そのデッキ側部分に結露集合溝3gが形成されていて、中空部3aの内壁面に生ずる結露水は結露集合溝3gに集合するようになっている。前記補助雨樋3eは底壁3fのデッキ側端部から下側においてデッキ側に突設されていて、妻梁3の内縦壁3aの下端部にデッキと反対方向に窪む屈曲壁3hが形成され、その屈曲壁の外側に間隙3iが形成され、屈曲壁3hの長手方向に間隔を置いた複数箇所に結露集合溝3gを補助雨樋3eに連通する孔3jが形成されている。従って、結露集合溝3gに溜まった結露水は、その孔3jを通って補助雨樋3eに流出するようになっている。
【0034】
前桁7は、その長手方向端面を妻梁の内縦壁3bに当接して接続されるが、その前桁7の長手方向端面の下端部は前記間隙3iに臨ませられる。そのため、前桁の中空部7aの下端部がその間隙3iを経て補助雨樋3eに連通している。また、上述のように、係止片7fが補助雨樋3eの中に係合されているので、その係止片に隣接する孔7gも補助雨樋3eに連通している。従って、前桁7の中空部内壁面に生じる結露水も、孔7g及び間隙3iを経て、補助雨樋3eに流出するようになっている。
なお、補助雨樋3eの長手方向両端部には水密性小口部材9´により密閉されている。
【0035】
合流器16aは、正面L字形の筒状に形成され、L字の垂直部の上面、水平部の上面及び下面に開口している。そして、水平部の上面開口を補助雨樋3eの底部に形成してある孔にパッキン16bを介して合致させた状態でねじs8により結合され、垂直部の上面開口に雨水落下筒16の下端部が挿入してある。こうして、妻雨樋12から雨水落下筒16を介して流下する雨水と、妻梁3及び前桁7の中に発生し補助雨樋3eに流出した結露水は、合流器15bに合流される。
そして、合流器16aの下端部は、エルボ17a、呼び樋18、もう一つのエルボ17bを介して立て樋19に結合されているので、従来と同様に躯体付近を流下され、地上に排水される。
【0036】
図11は、無柱タイプのバルコニーの場合を例示しているので、前桁7付近に設けられた雨水落下筒16から地上に排水するには、雨水落下筒16をエルボ17a、呼び樋18及びエルボ17bを介して躯体付近に設けられた立て樋19に結合することが、外観上も障害防止のためにも望ましいが、無柱タイプのバルコニーの場合でも、また、有柱タイプのバルコニーの場合は特に、雨水落下筒16の下端部を、その下方に垂直に設けられた、又は柱に近接して設けられた立て樋あるいは導水チェーンに結合しても良い。
【0037】
また、図11はデッキ上面が先下がりの場合を例示しているが、先上がりのデッキにおいても、妻雨樋は先下がりに取付けられているので、良好な排水性が得られることはいうまでもない。
【0038】
上記のように、妻雨樋12は妻梁3と別体に形成されているので、バルコニーが、先上がり、水平又は先下がりのいずれの場合にも、妻雨樋を先下がりに妻梁に取付けることが可能であり、従って、経年変化などによりバルコニーの設置角度が変化しても、常にデッキ上面に降った雨を妻雨樋の屋外側端部方向に流させて、その屋外側端部付近から地上に排水することができ、降雨量が多い時でも妻梁の躯体側端部から溢水することを確実に防ぐことができる。しかし、本発明は、妻梁の雨樋は妻梁と一体に成形された形態のものにも適用可能である。
また、補助雨樋の深さを適切に設定すれば、雨水落下筒16、孔3i及び合流器16aは、妻梁の長手方向の任意の位置に設けても、補助雨樋からの漏水の恐れはない。
【0039】
【発明の効果】
上述のように、請求項1の発明によれば、妻梁の中空部のデッキ側部分に中空部内壁面に生じる結露を集合させる結露集合溝を設けるとともに妻梁の下端部にデッキ側に突出する補助雨樋を設けて結露集合溝を補助雨樋に連通させ、他方、前桁の中空部の下端部を前桁の長手方向端部において補助雨樋に連通させて、妻梁内及び前桁内から補助雨樋に流入した結露水を雨水誘導部材を介して地上に排水するようにしたので、少なくとも妻梁及び前桁の中に生じる結露水を、妻梁又は前桁の端部から滴下させることなく地上に排水することができる。
【0040】
また、請求項2の発明によれば、妻梁のデッキ側縦壁の下端部分にデッキと反対側に屈曲形成した屈曲壁に結露集合溝を補助雨樋に連通させる孔を設け、前記デッキ側縦壁に長手方向端面を当接して接続される前桁の中空部の下端部における前記長手方向端面と屈曲壁との間に間隙を形成させ、その間隙において屈曲壁の孔及び前桁の中空部の下端部を補助雨樋に連通させたので、妻梁の中空部の内壁面及び前桁の中空部の内壁面に生じた結露水をともに補助雨樋に集合させる場合に、妻梁の屈曲壁に孔を設けるだけ良いから、加工数の削減を図ることができる。
【0041】
さらに、請求項3の発明によれば、前桁の中空部を形成する底壁において係止片を形成するととともに、前桁の中空部を下方に開口させる孔又は切欠を形成し、係止片は前桁を妻梁に接続する際に妻梁の補助雨樋に係止させて位置決め及び一時保持のために用い、前記孔又は切欠は前桁の中空部に生じた結露水を妻梁の補助雨樋に流入させるために用いるようにしたので、前桁と妻梁との接続作業を安定して迅速に行うことができ、また、前桁の中空部に生じた結露水の補助雨樋への排水性が向上する。
【0042】
そして、デッキの間口方向端部を妻梁の雨樋に臨ませるとともに、デッキの前桁側端部を前桁の雨樋に臨ませてデッキ上面の間口方向端部から流出する雨水を妻梁の雨樋に流入させるとともに、デッキ上面の前桁側端部から流出する雨水を前記前桁の雨樋に流入させ、前記前桁の雨樋の長手方向端部に形成した切欠又は孔から前記妻梁の雨樋に合流させ、前記妻梁の雨樋に合流された雨水と、前記妻梁の補助雨樋に流入された結露水とを合流器に合流させ、その合流器から雨水誘導部材を介して地上に排水するようにしたので、デッキ上面に降った雨と、少なくとも妻梁及び前桁の中に生じた結露水を共通の雨樋を経て排水することができるから、結露水の排水機能を備えてもバルコニーの美観を損なうことがない。
【図面の簡単な説明】
【図1】躯体に対する先付金具の取付け状態を示す斜視図。
【図2】先付金具を用いて妻梁を取付ける工程を説明する斜視図。
【図3】取付けられた妻梁の基端の間に根太掛けを取付ける工程を説明する斜視図。
【図4】妻梁に対する根太掛けの位置決め構造を示す要部の断面図。
【図5】妻梁と根太掛けの端部同士の位置関係を説明する斜視図。
【図6】妻梁の先端の間に前桁を取付ける工程を説明する斜視図。
【図7】前桁の構造を示す斜視図。
【図8】図8は前桁の断面図。
【図9】妻梁に対する前桁の取付位置関係を示す断面図。
【図10】妻雨樋の形状及び構造を一部破断して示す斜視図。
【図11】本発明による排水装置を備えたバルコニーの要部の断面図。
【図12】図11のX−X線断面図。
【図13】図11のY−Y線断面図。
【図14】図11のZ−Z線に沿った拡大断面図。
【図15】妻雨樋に対する落下筒及び合流器の取付けを説明する斜視図。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a drainage device for a balcony in which members requiring strength such as end beams and front girders are aluminum alloy hollow materials.
[0002]
[Prior art]
Many members that require strength, such as timber beams, front girders, and joists on the balcony, use an aluminum alloy hollow material that is excellent in strength, ease of forming, light weight, and appearance. On the other hand, since the aluminum alloy hollow material has high thermal conductivity, the outside air temperature decreases in the morning and evening, especially in spring, summer, autumn, etc., dew condensation water may be generated in the hollow portion.
[0003]
There are two types of balconies that protrude from the building frame: a pillar type that supports the tip corner of the balcony by a pillar standing on the ground, and a no-column type that does not have such a pillar. In either case, a drainage device is provided to guide and drain rainwater that has fallen on the deck from the bottom surface of the deck without being dropped.
[0004]
The drainage device on the balcony has a rain gutter (rear) provided on the joist hanging rainwater flowing out from the driver side end (rear end) on the top surface of the deck or a rain gutter (rear surface) provided on the rear end of the deck top surface ), Then let it flow down to the rain gutter (side gutter) provided on the girder, receive rainwater flowing out from the end side (side edge) of the top surface of the deck on the side girder, and the front girder side of the top surface of the deck Rainwater flowing out from the end (front end) is received by a rain gutter (front gutter) provided at the front end of the top surface of the deck, joined from the front gutter to the side gutter, One that drains to the ground via a rainwater guide member such as a vertical shaft or a water guide chain (see Patent Document 1), a collecting rod is provided at a position one level lower than the side rod of the fuselage, and further collects rainwater collected on both sides There is known one that collects in a collecting rod and drains it to the ground via a rainwater guiding member (see Patent Document 2). Also, all the rainwater that has flowed down from the deck side end to the side gutter is gathered on the front gutter provided in the front girder and drained from the front gutter to the ground via the rainwater guiding member (Patent Document 3) Is also known.
[0005]
[Patent Document 1]
Japanese Patent Laid-Open No. 58-40618
[Patent Document 2]
JP-A-8-209870
[Patent Document 3]
JP-A-12-27383
[0006]
In particular, a pillarless balcony can be installed with the top surface of the deck, and therefore the girder, tilted so that the front girder side is slightly higher than the joisting side (hereinafter referred to as “upward”). is there. The reason is that the front spar side is somewhat lowered due to aging or deterioration, and is designed to be horizontal when it is lowered in anticipation of it. If it is installed horizontally from the beginning, the rain gutter of the girder will incline so that the front girder side is lower than the joisting side due to secular change or deterioration (this is hereinafter referred to as the first descent).
[0007]
[Problems to be solved by the invention]
However, the conventional deck is not provided with any drainage means for the condensed water generated in the hollow portion of each component. At best, a cap made of resin is fitted into the hollow portion at the end portion on the outdoor side of the end beam. And since the cap does not have water tightness, in the conventional balcony, dew condensation water may drip below the balcony from the end in the longitudinal direction of a metal member having a hollow portion such as a girder, front girder and joist. There were various problems when hanging laundry under the balcony or working or reading under the balcony.
[0008]
Conventionally, the girder rain gutter, the front girder gutter, and the girdle gutter are all integrally formed with the girder, front girder, and joist hanger. Therefore, on the balcony that is set up first, (a) much of the rain that falls on the top of the deck gathers in the joist hanging gutter, but the joist hanging gutter is usually thin. There is a problem of overflowing and dripping down the deck. In addition, (b) when a standing ledge is coupled near the outdoor side end of the tsum girder, rainwater accumulates in the gutter of the tsum girder and is not completely drained early after the rain ends. Therefore, if the watertightness of the end of the rain gutter of the Tsumara is not good, water leakage is likely to occur from the end of the end of the tsum girdle. When the deck becomes horizontal due to secular change or the like, the drainage performance of the gutters on the top surface of the deck and the girder decreases.
In addition, when a deck is installed horizontally in which the vertical frame is connected to the end of the end of the Tsumago, after the gutter of the Tsumara has fallen down due to aging or deterioration, There is a problem that rainwater accumulates in the front girder side of the gutter, the drainage performance is similarly reduced, and water leaks or drops from the front girder side end of the girder.
[0009]
The present invention has been made in view of the above circumstances, and the first problem is that the condensed water generated in at least the twill beam and the front girder is dropped on the ground via the rainwater guiding member without dripping down the deck. It is to provide a drainage device for a deck that can drain water.
The second problem is to allow at least condensate water generated in the beam and front girder to be drained with a minimum of processing on the beam and front beam.
A third problem is to allow at least condensed water generated in the twill beam and the front girder to merge with rain water that has fallen on the upper surface of the deck so that it can be drained through the minimum number of dredging members.
[0010]
[Means for Solving the Problems]
In order to solve the above-mentioned problem, a drainage device for a deck according to the present invention of claim 1 is provided with a condensation collecting groove for collecting condensation generated on the inner wall surface of the hollow portion in the deck side portion of the hollow portion of the common beam. An auxiliary rain gutter projecting to the deck side is provided at the lower end of the front girder, the condensation collecting groove is communicated with the auxiliary gutter, and the lower end of the hollow portion of the front girder is connected to the auxiliary gutter at the longitudinal end of the front girder. The dew condensation water that has flowed into the auxiliary rain gutter from inside the girder and front girder is drained to the ground via a rain water guiding member.
With the above configuration, the condensed water generated on the inner wall surface of the hollow portion of the end beam gathers in the condensation collecting groove and flows out to the auxiliary rain gutter. Condensed water generated on the inner wall surface of the hollow portion of the front girder flows through the lower end portion of the hollow portion to the longitudinal end portion of the front girder and flows out from the end portion to the auxiliary rain gutter. The condensed water that has flowed out to the auxiliary rain gutter is drained to the ground via the rain water guiding member. Accordingly, it is possible to prevent dew condensation from dripping from the end of the end beam or front girder.
[0011]
According to a second aspect of the present invention, there is provided a drainage device for a deck according to the present invention, wherein a bottom end portion of a deck-side vertical wall forming a condensate collecting groove of a beam is bent to the opposite side of the deck, and the condensation collecting groove is formed on the bent wall. A hole for communicating with the auxiliary rain gutter is provided, and the longitudinal end surface at the lower end portion of the hollow portion of the front beam connected to the deck side vertical wall of the end beam is connected between the longitudinal end surface and the bent wall. A gap is formed, and the hole of the bent wall and the lower end of the hollow portion of the front girder are communicated with the auxiliary rain gutter in the gap.
With the above configuration, the condensate collecting groove of the end beam communicates with the gap formed by the bent wall of the end beam by the hole, and the lower end of the hollow portion of the front girder that is connected with the longitudinal end surface contacting the deck side surface of the end beam The part faces the gap formed by the bending wall of the wife beam. The gap is connected to the auxiliary gutter. Therefore, the dew condensation water generated on the inner wall surface of the hollow portion of the end beam and the inner wall surface of the hollow portion of the front girder gathers together in the auxiliary rain gutter. The minimum processing is sufficient to provide a hole in the bending wall of the end beam.
[0012]
The bottom wall forming the hollow portion of the front girder is cut and raised downward in the vicinity of the longitudinal end thereof to form a locking piece, and the hole or notch that opens the hollow portion of the front girder downward is formed, The locking piece is used for positioning and temporary holding by locking the girder to the girder auxiliary gutter when connecting the front girder to the girder, and the hole or notch is used to condensate water generated in the hollow part of the front girder. When it is used to let it flow into the auxiliary gutters of the Tsumara, the connection work between the front girder and the Tsumara can be performed stably and quickly, and the condensed water generated in the hollow part of the front girder The drainage performance to the auxiliary rain gutter is improved.
[0013]
With the rain gutter provided on the inner surface of the deck of the Tsumarabe facing the front edge direction of the deck, the front girder side end of the deck faces the gutter provided on the inner surface of the deck of the front girder, Rainwater that flows out from the edge of the deck upper surface is allowed to flow into the rain gutter (hereinafter referred to as the “tsumage rain gutter”) of the girder, and rainwater that flows out from the front girder side edge of the deck top surface is Flowing into a rain gutter (hereinafter referred to as a pre-rain gutter), joining the Tsumage Gutter from a notch or hole formed in a longitudinal end of the front gutter, and rainwater merged with the Tsumage Gutter, When the condensed water that has flowed into the auxiliary gutters of the Tong Liang is merged into the merger and drained from the merger to the ground via the rainwater guiding member, the rain that has fallen on the upper surface of the deck and at least the wife Condensation water generated in beams and front girders can be drained through a common rain gutter, Lowering appearance can be prevented by increasing wood.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
Next, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 to FIG. 10 are for explaining the components of the balcony along the order of the installation process. FIG. 1 is a perspective view showing the state of attachment of the front fitting to the housing, and FIG. FIG. 3 is a perspective view illustrating a process of attaching a joist hook between the proximal ends of the attached beam, and FIG. 4 is a diagram illustrating a positioning structure of the joist hook with respect to the beam. FIG. 5 is a perspective view for explaining the positional relationship between the end of the end beam and the joist hanging, FIG. 6 is a perspective view for explaining the process of attaching the front girder between the ends of the end beam, and FIG. FIG. 8 is a cross-sectional view of the front girder, FIG. 9 is a cross-sectional view showing the moving direction and positional relationship when the front girder is attached to the girder, and FIG. 10 is the shape of the gutter. FIG. 2 is a perspective view showing a partially broken structure.
11 is a cross-sectional view of a main part of a balcony provided with a drainage device according to the present invention, FIG. 12 is a cross-sectional view taken along line XX of FIG. 11, FIG. 13 is a cross-sectional view taken along line YY of FIG. FIG. 15 is a perspective view for explaining the attachment of the merger to the Tsumagoge.
[0015]
[Composition of balcony]
First, each component is demonstrated according to the installation order of a balcony.
As shown in FIG. 1, two left and right tip fittings 2 projecting in the outdoor direction are fixed to the housing 1 by screwing on a fixing plate 2 a with a distance corresponding to the frontage dimension of the balcony. In this case, the leading metal fitting 2 is fixed to the front, the horizontal, or the front, depending on whether the balcony is installed in the upward state, in the horizontal state, or in the downward direction. .
[0016]
Next, as shown only in the right-hand metal fitting 2 in FIG. 2, each metal fitting 2 is inserted into the beam 3 and screw s1 is screwed in, so that the beam 3 is fixed to the housing. More specifically, the main beam 3 is mainly formed in a rectangular tube shape and has a hollow portion 3 a, and each end fitting 2 is connected to the fixing plate 2 a of the end fitting 2 with the housing side end surface thereof. Insert into the hollow portion 3a of the beam 3 until it abuts, and insert the screw s1 through the screw insertion hole 3c provided in the inner wall 3b forming the hollow portion 3a of the beam 3 and screw into the tip fitting 2 To fix. After fixing, in order to prevent rainwater from entering the screw insertion hole 3c, a hole closing seal 4 is attached. An auxiliary rain gutter 3e, which is dictated, protrudes integrally from the lower end of the inner wall 3b of the end beam 3.
[0017]
Subsequently, as shown in FIG. 3, a joist hook 5 is fitted between the frame side end portions (which may be referred to as base ends) of the left and right end beams 3 fixed to the frame 1, and the coach screw It is fixed to the housing 1 by a screw s2 such as. In this case, as shown in FIGS. 2, 3, and 4, the frame-side end of the inner wall 3 b of the end beam 3 is horizontally cut to form a rectangular locking piece 3 d, and FIGS. As shown in FIG. 5, the joist 5 is a vertical wall 5a that is in close contact with the housing, and extends substantially horizontally from the upper end of the vertical wall 5a in the outdoor direction to cover the housing side end of the deck upper surface, which will be described later. The cover 5b and the joist support 5c extending stepwise in the outdoor direction from the lower end of the vertical wall 5a are formed in a substantially U-shaped cross section as a whole. The joist hook 5 is placed on the locking piece 3d so that it can be easily held in a horizontal state, and the screw s2 can be easily screwed into an accurate position while being held in a horizontal state.
[0018]
After the beam 3 and the joist 5 are fixed to the housing 1, as shown in FIG. 5, a seal such as filling the caulking material 6 between the upper end of the joist 3 and the joist 5 and the wall surface of the housing. Processing is performed.
[0019]
After the joist 5 is attached, as shown in FIG. 6, the front girder 7 is placed between the ends of the left and right end beams 3 (this may be referred to as the tip), and the longitudinal end surface of the end beam is the end beam. 3 are connected in contact with the opposing surface on the tip side, that is, the inner wall 3b. More specifically, as shown in FIG. 7, the front girder 7 is formed in a rectangular tube shape and has a hollow portion 7a, and is opened on the upper surface of the inner wall 7b forming the hollow portion, A front rain gutter 7c that opens in the longitudinal direction is integrally formed, and a joist support 7d is formed in the lower portion of the inner wall 7b.
[0020]
Then, the inner wall 7b is directed toward the housing as shown in FIG. 6, and one side 8a of the L-shaped front girder mounting bracket 8 is inserted into the end of the hollow portion 7a as shown in FIG. The side 8b is fixed to the inner wall 7b with a screw s3 in a state where the side 8b is positioned on the opening surface of the hollow portion 7a (see FIG. 6), and the front girder 7 is interposed between the ends of the end beam 3 as shown in FIG. It is lowered and fitted from above and placed on the auxiliary rain gutter 3e protruding from the lower part of the inner wall 3b of the end beam 3.
At this time, as shown in FIG. 8, the longitudinal end portion of the lower wall 7e formed in the hollow portion 7a of the front beam 7 is cut downward to form the locking piece 7f. As shown, when lowering the front beam 7, the locking piece 7 f is fitted and locked in the auxiliary rain gutter 3 e of the end beam 3 before the front beam 7 is connected to the end beam 3. It can be stably held at an accurate position between the end beams 3 on both sides.
[0021]
As shown in FIG. 6, the longitudinal end surface of the front beam 7 and the other side 8b of the bracket 8 positioned on the end surface are brought into contact with the opposite surface of the tip end of the cross beam 3, that is, the inner wall 3b. The holes provided in 3b are matched, the screw s4 is passed through the hole on the inner wall from the hollow portion 3a of the end beam 3, and is screwed into the screw hole on the other side 8b of the bracket 8, whereby the front girder 7 is connected to the both end beams 3 Connected to
[0022]
In addition, the sealing material 11 is affixed on the longitudinal direction both end surfaces of the front girder 7 before the connection, and in the connected state, high water tightness is obtained on the contact surface of the beam 3 and the front girder 7. Moreover, after the sealing material 11 is affixed also to the front end surface of each end beam 3, the end beam cap 9 is fitted in the hollow portion 3a of the end beam 3, and the end of the end portion 3a of the end beam is sealed. High water tightness has been obtained.
[0023]
As described above, the left and right end beams 3, the joist hooks 5 and the front girders 7 are connected in a rectangular frame shape to the outdoor side surface of the housing 1, and then the opposite surfaces of both the end beams 3, that is, the inner wall 3 b surface, As shown in FIGS. 10 and 11, the gutter gutter 12 formed separately from the gable beam 3 is attached so that the front girder side is lower than the gutter side, that is, in a tip-down state.
[0024]
As shown in FIGS. 10, 12, 13, and 14, the Tsumage Girder 12 includes an outer vertical wall 12 a, a bottom wall 12 b that extends horizontally inward from a lower end portion of the outer vertical wall, and a bottom wall 12 b The inner end portion has an inner vertical wall 12c extending in the vertical direction, and the outer vertical wall 12a stands up to a position higher than the inner vertical wall 12c. And the groove | channel 12d opened upward by the upper part rather than the bottom wall of the outer vertical wall 12a, the bottom wall 12b, and the inner vertical wall 12c, and opening in the longitudinal direction of the gutter is formed. Further, support edges 10e; 10f, 12g extending horizontally inward are provided at the upper end of the outer vertical wall 12a and the upper and lower ends of the inner vertical wall 12c. Screw holes 12h and 12i are provided in the outer vertical wall 12a and the inner vertical wall 12c forming the groove 12d.
[0025]
As one method for facilitating the mounting of the wife gutter 12 in a lowered state, the height from the upper surface of the auxiliary gutter 3e of the girder 3 to the upper surface of the joist support 5d of the joist 5 is 3 is designed to be larger than the height from the upper surface of the auxiliary rain gutter 3e to the upper surface of the joist support 7d of the front girder 7.
Then, a gutter gutter 12 is spanned between the joist hung 5d and the front girder 7 connected in a rectangular frame shape, the outer vertical wall 12a of the gutter gutter is in contact with the inner wall 3b of the girder 3, and The lower supporting edge 10g of the inner vertical wall 12c at both ends in the longitudinal direction of the wife rain gutter 12 is placed on the joist support 5d of the joist 5 and the joist support 7d of the front girder 7, and the joists 5d of those , 7d, both ends of the wife rain gutter are fixed by screws s5 screwed into these from below. Therefore, the wife gutter 12 is attached in a downward-falling state.
[0026]
In this case, as shown in FIG. 10, at both ends in the longitudinal direction of the twilight gutter 12, twill gutter fore mouth closures 13a, 13b having the same shape and size are screwed into screws s6 screwed into the screw holes 12h, 12i. Installed. The wife rain gutter blockages 13a and 13b are formed of a rectangular plate 13, and the height thereof is slightly larger than the depth of the groove 12d, that is, the distance from the bottom wall 12b to the support edge 10f.
As shown in FIG. 10 and FIG. 12, the lower end of the wife rain gutter 13a attached to the end of the rain gutter 12 is attached with its lower side coincident with the bottom wall 12b. The end in the longitudinal direction of the groove 12d is sealed, and the upper end portion of the wife rain gutter blockade 13a projects upward from the support edge 10f. Further, as shown in FIG. 10 and FIG. 13, the top of the wife rain gutter closing block 13b attached to the front girder side end of the wife rain gutter 12 is attached with its upper side aligned with the support edge 10f. The end in the longitudinal direction of the groove 12d is sealed.
[0027]
When the twill gutter 12 abuts against the inner surface of the twill beam 3 and is spanned between the joist 5 and the front girder 7 and fixed at the supporting edge 12g by the screw s5, the supporting edge 12f is attached to the deck material. It is used to place and support 14 deck front ends.
[0028]
Next, a plurality of known joists 13 that are long in the direction perpendicular to the joist hook 5 and the front beam 7 are parallel to the beam 3 at a predetermined interval at the intermediate position in the longitudinal direction of the joist hook 5 and the front beam 7. It is stretched and fixed. The joist 13 has a height equal to the height of the inner vertical wall 12c of the wife gutter 12, and both longitudinal ends thereof are respectively mounted on the joist support 5d of the joist hook 5 and the joist support 7d of the front girder 7, and screws s5 and It is fixed with the same screw. Therefore, the upper surface of the support edge 12f of the wife rain gutter 12 and the upper surface of each joist 13 are all on one common front-facing inclined surface.
[0029]
Then, the known deck members 14 are sequentially attached on the common inclined surface in the direction from the housing side to the front beam side as follows. That is, the first deck material is placed on the joist 13 and the support edge 12f of the Tsumago 12 and slides in the direction of the frame 1. At this time, as shown in FIG. 11, the end of the end of the rain gutter 12 is provided with a wife rain gutter closing block 13a that protrudes upward from the support edge 12f. It is stopped by the rain gutter blockade 13a. In other words, the Tsumago-gama fortress 13a functions as a starter for installing the deck material, and by simply sliding the first deck material in the frame direction, the deck material is accurately positioned, and the other deck materials following the joist 13 are sequentially placed. Simply place it on the support edge 12f of the Tsumage Gutter 12 and slide it in the direction of the frame 1 to easily and quickly position all deck materials at the specified positions as designed and insert them between each deck material. The deck material 14 can be smoothly fixed by screwing the screw s6 to be screwed into a screw hole that is previously opened in the joist 13.
[0030]
And the frame side edge part of the first deck material is coat | covered with the cover part 5b of the joist hook 5 (refer FIG. 11). Further, as described above, the deck edge direction end of each deck material 14 is placed on the support edge 12f and faces the groove 12d of the Tsumage rain gutter 12, and the deck edge direction end of the deck material and The groove 12d is covered by fixing the deck cover 15 to the support edge 12e formed at the upper end of the outer vertical wall 12a of the gutter 12 with the decorative screw s7 (see FIGS. 12 and 13). Further, the end of the last deck member on the outdoor side faces the front gutter 7c of the front girder 7.
[0031]
[Configuration of drainage equipment]
The balcony is provided with a drainage device as described below. That is, both end portions of the deck upper surface in the deck front direction face the grooves 12d of the Tsumago Gutter 12, and the housing side end and the outdoor side end of the Tsumage Gutter groove 12d are sealed by the Tsumage Gutter fortifications 13a and 13b. Has been. In the vicinity of the outdoor side end of the gutter 12, a rain water dropping hole 12 j is provided at the bottom of the groove 12 d, and the upper end of the rain water dropping cylinder 16 is coupled to the hole. Accordingly, rainwater flowing out from both ends in the frontage direction of the deck flows in the tipping rain gutter 12 toward the end of the outdoor side, and then flows down from the rainwater falling hole 12j to the rainwater dropping cylinder 16.
[0032]
On the other hand, the outdoor side end of the top surface of the deck faces the front gutter 7c of the front girder 7 (see FIG. 11), and as shown in FIGS. 7 and 9, at least one end in the longitudinal direction of the front gutter 7c. Is cut out over a length not exceeding the width of the groove 12d of the rain gutter to form a rainwater dropping hole 7e. And since the bottom of the rain gutter 7c exists in a position slightly higher than the support edge 12f of the wife rain gutter (see FIG. 11 and FIG. 13), the rain water flowing into the rain gutter 7c from the top of the deck passes through the hole 7e. It flows down into the groove 12d of the Tsumago 12 and merges with the rainwater that flows in from the edge direction end of the deck, and flows down from the rainwater falling hole 12j to the rainwater dropping cylinder 16. The rainwater flowing down to the rainwater dropping cylinder 16 falls into the merger 16a as illustrated in FIG.
[0033]
The bottom wall 3f of the hollow portion 3a of the end beam 3 is inclined downward toward the deck side, and a condensation collecting groove 3g is formed in the deck side portion, and the condensed water generated on the inner wall surface of the hollow portion 3a is condensed and collected. It gathers in the groove 3g. The auxiliary rain gutter 3e protrudes from the deck side end of the bottom wall 3f to the deck side, and a bent wall 3h recessed in the direction opposite to the deck is formed at the lower end of the inner vertical wall 3a of the end beam 3. A gap 3i is formed outside the bent wall, and holes 3j are formed at a plurality of positions spaced apart in the longitudinal direction of the bent wall 3h so as to connect the condensation collecting groove 3g to the auxiliary rain gutter 3e. Accordingly, the condensed water accumulated in the condensation collecting groove 3g flows out to the auxiliary rain gutter 3e through the hole 3j.
[0034]
The front girder 7 is connected with its longitudinal end face in contact with the inner vertical wall 3b of the cross beam, but the lower end of the front end 7 of the front girder 7 faces the gap 3i. Therefore, the lower end portion of the hollow portion 7a of the front girder communicates with the auxiliary rain gutter 3e through the gap 3i. Further, as described above, since the locking piece 7f is engaged in the auxiliary rain gutter 3e, the hole 7g adjacent to the locking piece also communicates with the auxiliary rain gutter 3e. Therefore, the dew condensation water generated on the inner wall surface of the hollow portion of the front beam 7 also flows out to the auxiliary rain gutter 3e through the hole 7g and the gap 3i.
Note that both ends of the auxiliary rain gutter 3e in the longitudinal direction are sealed with watertight fore edge members 9 '.
[0035]
The merger 16a is formed in a front L-shaped cylindrical shape, and is open to the upper surface of the L-shaped vertical portion, the upper surface and the lower surface of the horizontal portion. The horizontal top surface opening is coupled to the hole formed in the bottom of the auxiliary rain gutter 3e via the packing 16b by the screw s8, and the vertical bottom surface opening is joined to the bottom end of the rain water dropping cylinder 16 Is inserted. In this way, the rainwater flowing down from the Tsumage rain gutter 12 through the rain water dropping cylinder 16 and the dew condensation water generated in the girder 3 and the front girder 7 and flowing out to the auxiliary gutter 3e are merged into the merger 15b.
And since the lower end part of the merger 16a is couple | bonded with the vertical rod 19 via the elbow 17a, the call rod 18, and the other elbow 17b, it will flow down in the vicinities of a housing like before, and will be drained on the ground. .
[0036]
Since FIG. 11 illustrates the case of a columnar type balcony, in order to drain the rainwater dropping cylinder 16 provided near the front girder 7 to the ground, the rainwater falling cylinder 16 is connected to the elbow 17a, the call 18 and Although it is desirable to connect to the vertical frame 19 provided near the frame through the elbow 17b for the appearance and the prevention of the obstacle, even in the case of a columnar type balcony or a columnar type balcony In particular, the lower end portion of the rain water dropping cylinder 16 may be coupled to a vertical shaft or a water guide chain provided vertically below the rain water dropping tube 16 or close to the pillar.
[0037]
Further, FIG. 11 exemplifies a case where the top surface of the deck is first lowered. However, even in the first-up deck, since the Tsumago is attached to the first descending, it goes without saying that good drainage can be obtained. Nor.
[0038]
As described above, the Tsumago 12 is formed separately from the Tsumago 3 so that the Tsumage Girder can be moved down to the Tsum Liang regardless of whether the balcony is uphill, horizontal, or downhill. Therefore, even if the installation angle of the balcony changes due to aging, etc., the rain that always falls on the top surface of the deck is allowed to flow toward the outdoor side end of the Tsumage Gutter, and the outdoor side end thereof It can be drained to the ground from the vicinity, and even when there is a lot of rainfall, it can be surely prevented from overflowing from the end of the frame side of the Tsumara. However, the present invention can also be applied to a form in which the girder rain gutter is formed integrally with the girder.
Moreover, if the depth of the auxiliary rain gutter is set appropriately, there is a risk of leakage from the auxiliary rain gutter even if the rain water dropping cylinder 16, the hole 3i, and the junction 16a are provided at arbitrary positions in the longitudinal direction of the girder. There is no.
[0039]
【The invention's effect】
As described above, according to the first aspect of the present invention, the deck side portion of the hollow portion of the end beam is provided with the condensation collecting groove for collecting the condensation generated on the inner wall surface of the hollow portion, and protrudes toward the deck side at the lower end portion of the end beam. An auxiliary rain gutter is provided to communicate the condensation collecting groove with the auxiliary rain gutter, while the lower end of the hollow portion of the front girder is communicated with the auxiliary gutter at the longitudinal end of the front girder so that the inside of the front girder and the front girder Condensed water that has flowed into the auxiliary rain gutter from the inside is drained to the ground via the rainwater guiding member, so at least the condensed water that is generated in the span beam and front girder is dripped from the end of the cross beam or front girder It can be drained to the ground without causing it.
[0040]
According to the second aspect of the present invention, the bottom wall of the vertical wall on the deck side of the beam is provided with a hole in the bent wall formed to bend on the opposite side of the deck so that the condensation collecting groove communicates with the auxiliary rain gutter. A gap is formed between the longitudinal end surface and the bending wall at the lower end of the hollow portion of the front beam connected to the vertical wall by contacting the longitudinal end surface, and the hole of the bending wall and the hollow of the front beam are formed in the gap. Since the lower end of the section is in communication with the auxiliary gutter, when the condensed water generated on the inner wall surface of the hollow part of the twill beam and the inner wall surface of the hollow part of the front girder are gathered together in the auxiliary gutter, Since it is only necessary to provide a hole in the bent wall, the number of processes can be reduced.
[0041]
Further, according to the invention of claim 3, the locking piece is formed on the bottom wall forming the hollow portion of the front girder, and the hole or the notch for opening the hollow portion of the front girder downward is formed. When the front girder is connected to the girder, it is used for positioning and temporary holding by locking it to the girder's auxiliary gutter, and the hole or notch is used for condensate water generated in the hollow part of the front girder. Since it is used to flow into the auxiliary gutter, the connection work between the front girder and the girder can be performed stably and quickly. Also, the auxiliary gutter of the condensed water generated in the hollow part of the front girder Improves drainage performance.
[0042]
Then, let the edge of the deck facing the rain gutter on the front edge of the deck, and face the edge of the front girder side of the front girder to the rain gutter of the front girder, and let the rainwater flowing out from the edge of the front edge of the deck face the gutter. The rainwater flowing out from the end of the front girder on the top surface of the deck is allowed to flow into the rain gutter of the front girder, and the notch or hole formed in the longitudinal end of the gutter of the front girder The rainwater that joins the rain gutter of the Tsumago, the rainwater that joins the rain gutter of the Tsumago and the condensed water that flows into the auxiliary rain gutter of the Tsumago joins the merger, and the rainwater guiding member from the merger Because the rain that has fallen on the top surface of the deck and the condensed water generated at least in the girder and front girder can be drained through a common rain gutter, Even if it has a drainage function, it does not impair the beauty of the balcony.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a state in which a front fitting is attached to a housing.
FIG. 2 is a perspective view for explaining a process of attaching the end beam using a tip fitting.
FIG. 3 is a perspective view for explaining a step of attaching a joist hook between the proximal ends of the attached end beams.
FIG. 4 is a cross-sectional view of a main part showing a positioning structure for joisting with respect to a end beam.
FIG. 5 is a perspective view illustrating the positional relationship between the end of the end beam and the joist hanging.
FIG. 6 is a perspective view for explaining a process of attaching a front beam between the ends of the end beam.
FIG. 7 is a perspective view showing a structure of a front beam.
FIG. 8 is a cross-sectional view of the front beam.
FIG. 9 is a cross-sectional view showing the mounting position relationship of the front beam with respect to the end beam.
FIG. 10 is a perspective view showing the shape and structure of a wife rain gutter partially broken.
FIG. 11 is a cross-sectional view of a main part of a balcony provided with a drainage device according to the present invention.
12 is a sectional view taken along line XX in FIG.
13 is a sectional view taken along line YY in FIG.
14 is an enlarged sectional view taken along the line ZZ in FIG.
FIG. 15 is a perspective view for explaining attachment of a dropping cylinder and a merger to a wife gutter.

Claims (4)

妻梁の中空部のデッキ側部分に、その中空部の内壁面に生じる結露を集合させる結露集合溝を設けるとともに、前記妻梁の下端部にデッキ側に突出する補助雨樋を設けて、前記結露集合溝を前記補助雨樋に連通させ、前桁の中空部の下端部を前桁の長手方向端部において前記補助雨樋に連通させ、妻梁内及び前桁内から前記補助雨樋に流入した結露水を雨水誘導部材を介して地上に排水するようにしたことを特徴とするバルコニーの排水装置。In the deck side portion of the hollow portion of the end beam, a condensation collecting groove that collects condensation generated on the inner wall surface of the hollow portion is provided, and an auxiliary rain gutter protruding to the deck side is provided at the lower end portion of the end beam, Condensation collecting grooves are communicated with the auxiliary rain gutter, and the lower end of the hollow portion of the front girder is communicated with the auxiliary rain gutter at the longitudinal end of the front girder. A drainage device for a balcony characterized in that the condensed water that has flowed in is drained to the ground via a rainwater guiding member. 妻梁の結露集合溝を形成するデッキ側縦壁の下端部分をデッキと反対側に屈曲させて、その屈曲壁に前記結露集合溝を補助雨樋に連通させる孔を設け、前記妻梁のデッキ側縦壁に長手方向端面を当接して接続される前桁の中空部の下端部における前記長手方向端面と前記屈曲壁との間に間隙を形成し、その間隙において前記屈曲壁の孔及び前桁の中空部の下端部を前記補助雨樋に連通させたことを特徴とする請求項1に記載されたバルコニーの排水装置。The lower end of the deck-side vertical wall that forms the condensate collecting groove of the end beam is bent to the opposite side of the deck, and a hole is provided in the bent wall to communicate the condensing set groove to the auxiliary rain gutter. A gap is formed between the longitudinal end surface and the bent wall at the lower end of the hollow portion of the front beam connected to the side vertical wall by contacting the longitudinal end surface. 2. The balcony drainage device according to claim 1, wherein a lower end portion of a hollow portion of the girder is communicated with the auxiliary rain gutter. 前桁の中空部を形成する底壁をその長手方向端部付近において下方に切り起して係止片を形成するととともに前記前桁の中空部を下方に開口させる孔又は切欠を形成し、前記係止片は前桁を妻梁に接続する際に妻梁の補助雨樋に係止させて位置決め及び一時保持のために用い、前記孔又は切欠は前桁の中空部に生じた結露水を妻梁の補助雨樋に流入させるために用いることを特徴とする請求項1又は2に記載されたバルコニーの排水装置。The bottom wall forming the hollow portion of the front girder is cut and raised downward in the vicinity of the longitudinal end thereof to form a locking piece, and the hole or notch for opening the hollow portion of the front girder downward is formed, The locking piece is used for positioning and temporary holding by locking the front girder to the girder auxiliary gutter when the front girder is connected to the girder, and the hole or notch is used for condensate generated in the hollow part of the front girder. 3. The drainage device for a balcony according to claim 1 or 2, wherein the drainage device is used for flowing into an auxiliary rain gutter of a tsum girder. デッキの間口方向端部を妻梁のデッキ内側面に設けられた雨樋に臨ませるとともに、前記デッキの前桁側端部を前桁のデッキ内側面に設けられた雨樋に臨ませて、デッキ上面の間口方向端部から流出する雨水を前記妻梁の雨樋に流入させるとともに、前記デッキ上面の前桁側端部から流出する雨水を前記前桁の雨樋に流入させ、さらに前記前桁の雨樋の長手方向端部に形成した切欠又は孔から前記妻梁の雨樋に合流させ、前記妻梁の雨樋に合流された雨水と、前記妻梁の補助雨樋に流入された結露水とを合流器に合流させ、合流器から雨水誘導部材を介して地上に排水することを特徴とする請求項1、2又は3に記載されたバルコニーの排水装置。Let the front edge of the deck face the rain gutter provided on the inner surface of the deck of the Tsumago, and let the front girder side end of the deck face the rain gutter provided on the inner surface of the front girder deck, Rain water flowing out from the end of the deck upper surface in the front-end direction flows into the gutter of the girder, and rain water flowing out from the front girder side end of the deck upper surface is allowed to flow into the rain gutter of the front girder. From the notch or hole formed in the longitudinal end of the girder gutter, it merged with the rain gutter of the Tsumara, and it flowed into the rainwater merged with the gutter of the tsum girder and the auxiliary gutter of the tsum girder The drainage device for a balcony according to claim 1, 2 or 3, characterized in that the condensed water is joined to a junction and drained from the junction through the rainwater guiding member to the ground.
JP2003012660A 2003-01-21 2003-01-21 Balcony drainage equipment Expired - Lifetime JP4018553B2 (en)

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