Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3666069B2 - Water storage tank - Google Patents
[go: Go Back, main page]

JP3666069B2 - Water storage tank - Google Patents

Water storage tank Download PDF

Info

Publication number
JP3666069B2
JP3666069B2 JP22610195A JP22610195A JP3666069B2 JP 3666069 B2 JP3666069 B2 JP 3666069B2 JP 22610195 A JP22610195 A JP 22610195A JP 22610195 A JP22610195 A JP 22610195A JP 3666069 B2 JP3666069 B2 JP 3666069B2
Authority
JP
Japan
Prior art keywords
water
channel
annular
flow
water channel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP22610195A
Other languages
Japanese (ja)
Other versions
JPH0953261A (en
Inventor
宏治 石井
正則 玉田
覚 吉田
Original Assignee
株式会社石井鐵工所
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社石井鐵工所 filed Critical 株式会社石井鐵工所
Priority to JP22610195A priority Critical patent/JP3666069B2/en
Publication of JPH0953261A publication Critical patent/JPH0953261A/en
Application granted granted Critical
Publication of JP3666069B2 publication Critical patent/JP3666069B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Sewage (AREA)

Description

【0001】
【発明の属する技術分野】
この発明は、送配水施設の上水道本管に接続した圧力式の貯水槽に関するもので、震災等の緊急時には水道本管と遮断し、飲料水や消火用水等の水供給源として使用する貯水槽に関するものである。
【0002】
【従来の技術】
震災等の緊急時に水道本管と遮断し、飲料水や消火用水等の水供給源として使用する圧力式の貯水槽は、一般的に、両端部を密閉した円筒胴を垂直に設置した竪円筒形貯水槽や両端部を密閉した円筒胴を水平に設置した水平円筒形貯水槽、或は両端部を密閉した円筒胴をU字状に設置したU字状円筒形貯水槽を地中に埋設し、かつその密閉した円筒胴の両端部に高圧の埋設水道本管と接続する流入出管をそれぞれ接続して、平常時は水道本管から流入した水道水が貯水槽内で停滞することなく水道本管へ流出するように形成していた。
【0003】
【発明が解決しようとする課題】
しかし、これらの貯水槽は、地中に埋めて設置することが多いため、大型の貯水槽を設置する際には、竪円筒形貯水槽では、地面を深く掘る作業が大変であり、水平円筒形貯水槽では、地面を深く掘る作業を必要とはしないが、敷地対容量的に非効率な細長い埋設場所を必要とし、U字状円筒形貯水槽では、比較的狭い敷地に大容量の貯水槽を効率よく設置することはできるが、依然としてU字の端部間等に遊休敷地が存在し、また、これら従来の貯水槽はいずれも、内部に水道本管の高い水圧を受けるため、その密閉した円筒胴の両端部は、半楕円体形鏡板等の頑強な耐圧構造に形成する必要があった。
【0004】
また、耐圧構造に優れた形状である円筒の胴体形状を、貯蔵量的に優れた角筒の胴体とし、敷地対容量的に高効率な矩形環状の貯水槽を形成しようとした場合には、矩形環状角の貯水槽コーナー部や貯水槽の流入出管取り付け箇所等の流水方向が大きく変更する箇所に死水と呼ばれる停滞水を生じる心配がある。
【0005】
この発明は、上述の課題を解決し、貯水槽内に死水と呼ばれる停滞水を生じさせず、敷地対容量的に高効率で、頑強な鏡板等を不要とする経済的な構造の水道本管に接続する圧力式大容量の貯水槽を提供するものである。
【0006】
【課題を解決するための手段】
この発明の貯水槽は、角筒体を接続して矩形リング状に形成し、該環状水路の一箇所を角筒体の軸芯と直交するように仕切る壁体を設け、該仕切りの壁体を挟んで、一方の環状水路の角筒体壁に水道本管の上流側と接続する流入管を取り付けるとともに、他方の環状水路の角筒体壁に水道本管の下流側と接続する流出管を取り付けた環状流水路の貯水槽を 形成し、該貯水槽の流水方向が大きく変更する流入口、流出口、及びコーナー箇所に、水流を分流し流路を変更する方向へ案内するように、延出長さ、つまり張り出し幅を進行方向に行くに従って徐々に増加する矩形の平板又は曲板よりなる整流板を、流水方向に沿って複数枚並列状に設置する。
【0007】
なお、貯水槽は、円筒体等の筒体を接続してリング状の環状水路を形成した場合には、その環状水路の一箇所を筒体の軸芯と直交するように仕切る壁体を設け、その仕切りの壁体を挟んで、一方の環状水路の筒体壁に水道本管の上流側と接続する流入管を取り付けるとともに、他方の環状水路の筒体壁に水道本管の下流側と接続する流出管を取り付けて環状流水路の貯水槽に形成し、仕切りの壁体を挟んで環状水路の一方側の筒体壁に取り付けた流入管から水道本管上流側の水道水を流入し、筒体を接続したリング状の環状水路を一方向に流水させて、仕切りの壁体を挟んで環状水路の他方側の筒体壁に取り付けた流出管から水道本管の下流側へ停滞することなく流出するように形成する。
【0008】
【発明の実施の形態】
図1から図7までの図面に基づいて、この発明の実施の形態を説明する。
図面中、1は貯水槽、2は水道本管、3は流入管、4は流出管、11は環状水路、13は仕切りの壁体である。
【0009】
貯水槽1は、角筒体や円筒体等の筒体を接続したリング状の環状水路11をコンクリート構造体、鋼構造体、或はこれらを組み合わせた構造体等で形成するとともに、その環状水路11の一箇所を仕切る薄板ステンレス鋼板等の壁体13を設け、その仕切りの壁体13を挟んで、一方の環状水路11の筒体壁に水道本管2の上流側と接続する鋼管製等の流入管3を取り付けるとともに他方の環状水路11の筒体壁に水道本管2の下流側と接続する鋼管製等の流出管4を取り付けて形成する。
【0010】
また、この貯水槽1は、水道本管1の高圧水道水が、弁5で仕切った水道本管1の上流側から仕切りの壁体13を挟んで環状水路11の一方側の筒体壁に取り付けた流入管3を通って貯水槽1の環状水路11へ流入し、その環状水路11を一方向に流水し、仕切りの壁体13を挟んで環状水路11の他方側の筒体壁に取り付けた流出管4を通って弁5で仕切られた下流側の水道本管2へ停滞することなく流出するように形成する。
【0011】
上記のように形成した貯水槽1は、平常時には水道水が常に入れ替わる環状水路11を水道水の送配水施設として使用し、緊急時には図示省略したマンホール等から貯蔵水を引き抜いて給水する応急水供給施設として使用する。なお、流入出管3,4に設けた開閉弁6,7を地震動を検知して作動する感震形の緊急遮断弁で形成すれば、応答よく弁6,7を遮断することができ、貯水槽1内の貯蔵水漏れを防ぎ、破損水道本管2からの濁水侵入を素早く防止することができる。
【0012】
また、上述のように貯水槽1を形成した場合には、矩形、円形或は長円形等の敷地にあわせて効率よく大型大容量のリング状貯水槽1を形成することができるとともに、環状水路11を仕切る壁体13は、両側から高圧の水道水圧を受け、生じる差圧が小さいために、従来の圧力式貯水槽の筒体を密閉する両端部のような頑強な耐圧構造の鏡板構造等に形成する必要がなく、薄平板鋼板構造等の経済的な構造で形成することができる。
【0013】
なお、図1及び図2に示した貯水槽1は、学校等に設置された水泳プール8の側壁10の地上外周に沿って設けたもので、プールデッキ9の下部に長方形状の断面を有する角筒体の筒体を接続して矩形リング状、つまり長四角状の環状水路11を形成し、その長四角状環状水路11の短辺に位置する中央部の一箇所を筒体の軸芯と直交する壁体13で仕切り、その壁体13を挟むとともに近接して、一方の右側環状水路11の下部筒体壁に水道本管2の上流側に接続する流入管3を取り付け、他方の左側環状水路11の上部筒体壁に水道本管2の下流側に接続する流出管4を取り付けて形成している。
【0014】
このように街区防災拠点となりやすい学校等のプール8の周縁を利用して角筒体で形成した貯水槽1を設置した場合には、遊休空間となりやすいプールデッキ9周縁下部のわずかなスペースを利用して大容量の貯水槽1を設置できる利点があり、さらに、プール8の側壁10を有効利用して環状水路11を形成することにより環状水路11の補強効果が得られ、加えて、円筒体の筒体より多くの水が貯えられる角筒体で形成した貯水槽1に貯蔵した応急飲料水用の水と生活雑用水のプール8の水を防災拠点に集まる避難者が選択しながら有効に活用することができる。勿論、リング状の環状水路11は、プール8周縁地上の設置に限定することなく、防災用品収納庫等の建物や構築物の周縁地上又は地中に設置し、防災用品との組み合わせで防災施設としての活用を図ってもよく、独自の場所に設置してもよい。
【0015】
また、図示を省略するが、円形断面を有する鋼管等の円筒体を接続して円環形等のリング状環状水路11を形成し、その環状水路11の一箇所に二枚の管フランジを取り付け、その管フランジの間に盲板(ブラインド・フランジ)の壁体13を差し込んで仕切り、その壁体13を挟んで、流入管3と流出管4を取り付けて形成すれば、構造が簡単で、構築しやすく、より経済的に圧力式の貯水槽1を形成することができる。
【0016】
また、図1及び図2に示した貯水槽1は、下部を地中に埋設し、上部をプール8のデッキ9下部に接合した構造に形成しているが、貯水槽1に大きな水圧等が加わった時に貯水槽1の環状水路11が外方向にスライドできるように、例えばスライドシュー(図示省略)等を設けて形成すると、高圧水を流水させる水道本管2に接続する貯水槽1として、より適した構造とすることができる。
【0017】
また、図1及び図2に示した貯水槽1、つまり角筒体を接続して矩形リング状の角筒環状水路12を形成するとともにその環状水路12の一箇所を仕切る壁体13を設け、その仕切りの壁体13を挟んで、一方の環状水路12の筒体壁に水道本管2の上流側と接続する流入管3を取り付けるとともに他方の環状水路12の筒体壁に水道本管2の下流側と接続する流出管4を取り付けて形成した貯水槽1において、その貯水槽1の流水方向が大きく変更する箇所に流水方向に沿って水流を分流し変更する方向へ案内する並列状の整流板14,14A,14Bを設け、その流水方向に沿って設けた並列状の耐久性を有するステンレス鋼板等で形成した整流板14,14A,14Bが水流を分流し変更する方向に案内して、貯水槽1への流入出管3,4の取り付け箇所や環状水路12のリング状矩形角のコーナー部15等の流水方向が大きく変更する箇所、つまり停滞水を生じ易い箇所で死水が生じないように形成する。
【0018】
上述のように整流板14,14A,14Bを設けた貯水槽1は、貯水槽1への流入出管3,4の取り付け箇所や環状水路12のリング状矩形角のコーナー部15等の流水方向が大きく変更する箇所で、停滞水の死水が生じないため、圧力式の貯水槽1に適した構造とすることができるとともに設置面積に対して大型大容量の角筒環状水路12を設けた貯水槽1を経済的に形成することができる。
【0019】
貯水槽1の流水方向を大きく変更する箇所に水流を分流し変更する方向に案内するように流水方向に沿って設ける並列状の整流板14,14A,14Bについて、図を参照して更に詳述する。
【0020】
図3は、角筒環状水路12の流水方向が直角に大きく変更する箇所のリング状矩形角のコーナー部15に設けた整流板14の一例を示し、この整流板14は、複数枚の平行した平板18を、四隅コーナー部15の水路内壁の角部から水路外壁の角部を結ぶ対角線の位置から上流側水路16の内壁延長線位置の下流側水路17下流後方位置へ至る範囲まで、下流側水路17からの延出長さを変えて並列し、水路12の底部と図示省略した天井部を結んで垂直に設置して複数通路を設ける如く形成し、上流側水路16から流入した水道水が、延出長さを変えた平板18,18・・の整流板14に当たり、その当たった延出部毎に水流を区分して分流し、変更方向の直角方向へその当たった整流板14に案内され、通路状の複数の平板18間又は平板18と壁の間を各分流が平行して進み、整流板14を通過した後は各分流が合流し下流側水路17へと流水し、整流板14で仕切られた通路内を停滞することなく流水するように形成する。なお、整流板14の隔接間隔は、図示の等間隔、又は整流板14の構造や形状等を加味して図4のように内側から外側へ順次隔接幅を広く又は狭く設けて、流速を調整する如く形成してもよい。
【0021】
図4は、角筒環状水路12のリング状矩形角を曲率をもって形成したコーナー部15に設けた整流板14の他の例を示し、流水抵抗が小さな図3の形態例に対して水流の分流機能に優れたこの整流板14は、角筒環状水路12の四隅コーナー部15の流水方向が大きく直角に変更する箇所の上流側水路16から下流側水路17に至る所定範囲に変更方向の直角方向の流れに沿って、弧状湾曲部19を有する複数の曲板20を並列させ、水路12の底部と図示省略した天井部を結んで垂直に設置して複数通路を設ける如く形成し、上流側水路16から流入した水道水が、整流板14の並列した入口で各通路毎に分流区分けされ、整流板14の複数の曲板20間に沿って直角方向の変更方向へ案内されて進み、整流板14設置位置を通過した後、整流板14の出口で他の案内された分流水道水と合流し下流側水路17へと停滞することなく流れていくように形成する。
【0022】
図5は、角筒環状水路12の壁体13を挟んで一方側の流入箇所の上部側壁面に、流入管3を水平に取り付けた箇所に設置した整流板14Aを示し、整流板14Aは、図5(a)の斜視説明図、(b)の上方からの水平断面説明図、(c)の側断面説明図に示すように、流水方向が直角に変わる水平方向と垂直方向の2方向に平板21,22を並列状に設置し、流入管3の流入口3Aから水平方向に導入された水道水が、張り出し幅が進行方向の前方に行くに従って徐々に増加する平板21に当たり、張り出し幅毎に水流を分流し、変更方向の直角方向に案内されて下方垂直方向に進み、さらに、張り出し幅が進行方向の下方に行くに従って徐々に増加する平板22に当たり、張り出し幅毎に水流を分流し、変更方向の直角方向に案内され、水平な角筒環状水路12の流水方向に分流した水流が合流し、二度の大きな方向変換でも停滞することなく滑らかに流水するように形成する。
【0023】
図6は、角筒環状水路12の壁体13を挟んで一方側の流入箇所の上部中央天井壁面に、流入管3を垂直に取り付けた箇所に設置した整流板14A示し、この整流板14Aは、垂直の流水方向が直角の水平方向へ変わる水平方向に並列状に平板23を設置し、流入管3から垂直に流下した水道水が流入口3Aで速度を落として拡がった後、張り出し幅が下方に行くに従って徐々に増加する平板23に当たり、張り出し幅毎に水流を分流し、変更方向の直角方向に案内され、水平な角筒環状水路12の流水方向に分流した水流が合流し、流速が低下しても停滞することなく滑らかに流水するように形成する。
【0024】
図7は、角筒環状水路12の壁体13を挟んで他方側の流出箇所の上部側壁面に、流出管4を水平に取り付けた箇所に設置した整流板14Bを示し、この整流板14Bは、流水方向が直角に変わる水平方向と垂直方向の2方向に並列状に平板24,25を設置し、角筒環状水路12から水平方向に回流してきた水道水が、水路の図示省略した天井部から張り出し幅が進行方向の前方に行くに従って徐々に増加する平板24に当たり、張り出し幅毎に水流を分流し、変更方向の直角方向へ平板24に案内され上方垂直方向に進んで分流した水流が合流し、さらに、張り出し幅が進行方向の上方に行くに従って徐々に増加する平板25に当たり、張り出し幅毎に水流を分流し、変更方向の直角方向へ平板25に案内され流出口4Aで合流し、水平方向の流出管4から水道本管2へ二度の大きな方向変換でも停滞することなく流水するように形成する。
【0025】
上述のように、平面矩形のリング状に形成した角筒環状水路12の流水方向が直角等に大きく変わるコーナー部15、流入管3の取付部及び流出管4の取付部に、水流を分流し変更する方向へ案内する整流板14,14A,14Bを設けると、上流側の水道本管2から流入した水道水は、整流板14,14A,14Bを設けた分の水路断面が減るために設置場所で流速を早め、通路状に並列した整流板14,14A,14Bの間を停滞することなく流水し、角筒環状水路12の全周を円滑に回流して下流側の水道本管2へと流出するので、貯水槽1内は常に新鮮な水が円滑に流れるため平常時の送配水施設に適するとともに、緊急時には新鮮な水を飲料水として供給する応急水供給源に適した貯水槽1とすることができる。
【0026】
【発明の効果】
叙述のように、角筒体を接続して矩形リング状に形成し、該環状水路の一箇所を角筒体の軸芯と直交するように仕切る壁体を設け、該仕切りの壁体を挟んで、一方の環状水路の角筒体壁に水道本管の上流側と接続する流入管を取り付けるとともに、他方の環状水路の角筒体壁に水道本管の下流側と接続する流出管を取り付けた環状流水路の貯水槽を形成し、該貯水槽の流水方向が大きく変更する流入口、流出口、及びコーナー箇所に、水流を分流し流路を変更する方向へ案内するように、延出長さ、つまり張り出し幅を進行方向に行くに従って徐々に増加する矩形の平板又は曲板よりなる整流板を、流水方向に沿って複数枚並列状に設置した貯水槽は、貯水槽への流入管及び流出管の取り付け箇所や、環状水路のリング状矩形角のコーナー部等の流水方向が大きく変更する箇所で、延出長さ毎、つまり張り出し幅毎に水流を区分して分流し、変更方向へ整流板に案内され、通路状の複数の平板又は曲板の間を各分流が平行して進み、整流板を通過した後は各分流が合流し下流側水路へと停滞することなく滑らかに流水し、停滞水の死水が生じないため、貯水槽内は常に新鮮な水が円滑に流れるため平常時の送配水施設に適するとともに、緊急時には新鮮な水を飲料水として供給する応急水供給源に適した貯水槽とすることができる。
【0027】
また、この環状流水路よりなる貯水槽は、プール周縁地上の設置に限定することなく、防災用品収納庫等の建物や構築物の周縁地上又は地中に設置し、防災用品との組み合わせで防災施設としての活用を図ってもよく、さらに独自の場所に設置してもよく、敷地にあわせて効率よく大型大容量の貯水槽を形成することができる。
さらに、環状水路を仕切る壁体を、従来の圧力式貯水槽の筒体を密閉する両端部のような頑強な耐圧構造の鏡板構造等に形成する必要がなく、薄平板鋼板構造等の安価で経済的な構造で形成でき、停滞水が生じない大型大容量の圧力式貯水槽を経済的に構築することができる。
【0028】
【図面の簡単な説明】
【図1】 この発明に係る貯水槽の一例を一部省略し、簡略して示す水平断面概念説明図。
【図2】 図1の貯水槽を一部省略し、簡略して示す垂直断面概念説明図。
【図3】 整流板の一例を一部省略し、簡略して示す斜視説明図。
【図4】 整流板の他の例を一部省略し、簡略して示す水平断面説明図。
【図5】 流入管取付部に設けた整流板の一例を一部省略し、簡略化して示したもので、(a)はその一部を欠除した斜視説明図、(b)はその平断面部分説明図、(c)はその側断面部分説明図である。
【図6】 流入管取付部に設けた整流板の他の例を一部省略し、簡略化して示す斜視説明図。
【図7】 流出管取付部に設けた整流板の一例を一部省略し、簡略化して示す斜視説明図。
【符号の説明】
1 貯水槽
2 水道本管
3 流入管
3A 流入口
4 流出管
4A 流出口
5 弁
6 弁
7 弁
8 プール
9 デッキ
10 側壁
11 環状水路
12 角筒環状水路
13 壁体
14,14A,14B 整流板
15 コーナー部
16 上流側水路
17 下流側水路
18 平板
19 弧状湾曲部
20 曲板
21 平板
22 平板
23 平板
24 平板
25 平板
[0001]
BACKGROUND OF THE INVENTION
TECHNICAL FIELD The present invention relates to a pressure-type water tank connected to a water supply main of a transmission and distribution facility. In an emergency such as an earthquake disaster, the water storage is shut off from the water main and used as a water supply source for drinking water or fire-fighting water. It relates to the tank.
[0002]
[Prior art]
Pressure-type water tanks that are shut off from the water mains and used as water supply sources for drinking water and fire extinguishing water in the event of an emergency such as an earthquake disaster, generally have a cylindrical cylinder with both ends sealed vertically. A cylindrical water tank, a horizontal cylindrical water tank with a cylindrical cylinder sealed at both ends, or a U-shaped cylindrical water tank with a cylindrical cylinder sealed at both ends in a U-shape The inflow and outflow pipes connected to the high-pressure buried water mains are connected to both ends of the sealed cylindrical cylinder, and the tap water flowing in from the water mains is stagnant in the reservoir in normal times. It was formed so that it would flow out to the water main.
[0003]
[Problems to be solved by the invention]
However, since these water tanks are often installed buried in the ground, when installing large water tanks, it is difficult to dig deep in the ground with a cylindrical water tank. The shape-type water tank does not require deep digging work, but it requires a long and narrow burial site that is inefficient in terms of site, and the U-shaped cylindrical water tank has a large volume of water stored in a relatively small site. Although the tank can be installed efficiently, there are still idle sites between the ends of the U-shape, and these conventional water tanks all receive the high water pressure of the water mains. Both ends of the sealed cylindrical body had to be formed into a robust pressure-resistant structure such as a semi-ellipsoidal end plate.
[0004]
In addition, when the cylindrical body shape, which is a shape excellent in pressure-resistant structure, is used as the body of a rectangular tube with excellent storage capacity, when trying to form a rectangular annular water tank that is highly efficient in terms of site, capacity, There is a concern that stagnant water called dead water may be generated at locations where the direction of water flow changes greatly, such as a rectangular corner of a water tank corner or an inlet / outlet pipe attachment portion of the water tank.
[0005]
The present invention solves the above-mentioned problems, does not cause stagnant water called dead water in the water tank, and has an economical structure that eliminates the need for a robust end plate or the like that is highly efficient in terms of capacity against the site. It is intended to provide a pressure-type large-capacity water tank connected to the water tank.
[0006]
[Means for Solving the Problems]
The water storage tank of the present invention is formed in a rectangular ring shape by connecting rectangular cylinders, provided with a wall body that partitions one part of the annular water channel so as to be orthogonal to the axis of the rectangular cylinder body, and the partition wall body An inflow pipe connected to the upstream side of the water main pipe is attached to the square cylinder wall of one annular water channel, and an outflow pipe connected to the downstream side of the water main pipe to the square cylinder wall of the other annular water channel To form a water storage tank with an annular flow channel attached to the inlet, outlet and corner where the water flow direction of the water storage tank is greatly changed, and to guide the direction of changing the flow path by dividing the water flow, A plurality of rectifying plates made up of rectangular flat plates or curved plates whose extending length, that is, the overhanging width gradually increases in the traveling direction, are installed in parallel along the flowing water direction.
[0007]
In addition, when a cylindrical body such as a cylindrical body is connected to form a ring-shaped annular water channel, the water storage tank is provided with a wall body that partitions one part of the annular water channel so as to be orthogonal to the axis of the cylindrical body In addition, an inflow pipe connected to the upstream side of the water main pipe is attached to the cylindrical wall of one annular water channel with the partition wall interposed therebetween, and the downstream side of the water main pipe is attached to the cylindrical wall of the other annular water channel. Attach the outlet pipe to be connected to form a water tank in the annular water channel, and tap water on the upstream side of the water main pipe from the inlet pipe attached to the cylindrical wall on one side of the annular water channel with the partition wall in between. The ring-shaped annular water channel connecting the cylinders is allowed to flow in one direction, and the wall of the partition is sandwiched between the outflow pipe attached to the cylindrical wall on the other side of the annular water channel and stagnate to the downstream side of the water main It forms so that it may flow out without.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the present invention will be described based on the drawings from FIG. 1 to FIG.
In the drawings, 1 is a water storage tank, 2 is a water main, 3 is an inflow pipe, 4 is an outflow pipe, 11 is an annular water channel, and 13 is a partition wall.
[0009]
The water storage tank 1 is formed by forming a ring-shaped annular water channel 11 connecting cylinders such as a rectangular tube or a cylindrical body with a concrete structure, a steel structure, or a structure combining these, and the annular water channel. 11 is provided with a wall 13 made of a thin stainless steel plate or the like that partitions one part of the steel plate 11, and is made of a steel pipe that is connected to the upstream side of the water main pipe 2 to the cylindrical wall of one annular water channel 11 with the wall 13 of the partition interposed therebetween. And an outflow pipe 4 made of steel pipe or the like connected to the downstream side of the water main pipe 2 is attached to the cylindrical wall of the other annular water channel 11.
[0010]
Further, the water tank 1 is configured such that the high-pressure tap water of the water main 1 is placed on the cylindrical wall on one side of the annular water channel 11 with the partition wall 13 sandwiched from the upstream side of the water main 1 partitioned by the valve 5. It flows into the annular water channel 11 of the water storage tank 1 through the attached inflow pipe 3, flows in the annular water channel 11 in one direction, and is attached to the cylindrical wall on the other side of the annular water channel 11 with the partition wall 13 interposed therebetween. It is formed so as to flow out without stagnation through the outflow pipe 4 to the downstream main water pipe 2 partitioned by the valve 5.
[0011]
The water tank 1 formed as described above uses an annular channel 11 in which tap water is constantly replaced as a tap water transmission / distribution facility in normal times, and supplies emergency water by drawing out stored water from a manhole (not shown) in an emergency. Use as a facility. If the on-off valves 6 and 7 provided in the inflow and outflow pipes 3 and 4 are formed by seismic emergency shut-off valves that operate by detecting seismic motion, the valves 6 and 7 can be shut off with good response. The leakage of stored water in the tank 1 can be prevented, and muddy water intrusion from the damaged water main 2 can be prevented quickly.
[0012]
In addition, when the water tank 1 is formed as described above, the large-scale and large-capacity ring-shaped water tank 1 can be efficiently formed in accordance with a rectangular, circular, or oval site, and an annular water channel. Since the wall 13 that partitions 11 receives high tap water pressure from both sides and the generated differential pressure is small, the end plate structure of a robust pressure-resistant structure such as both ends that seals the cylindrical body of the conventional pressure-type water storage tank, etc. It is not necessary to form in this, and it can form with economical structures, such as a thin plate steel plate structure.
[0013]
The water tank 1 shown in FIGS. 1 and 2 is provided along the ground outer periphery of the side wall 10 of the swimming pool 8 installed in a school or the like, and has a rectangular cross section at the bottom of the pool deck 9. A rectangular tubular body, that is, a long rectangular annular water passage 11 is formed by connecting the cylindrical tubular bodies, and one central portion located on the short side of the long rectangular annular water passage 11 is formed at the axial center of the cylindrical body. The inflow pipe 3 connected to the upstream side of the water main pipe 2 is attached to the lower cylindrical wall of one right-side annular water channel 11 in close proximity with the wall body 13 sandwiched between and in close proximity to the wall body 13. An outflow pipe 4 connected to the downstream side of the water main pipe 2 is attached to the upper cylindrical wall of the left annular water channel 11.
[0014]
In this way, when the water tank 1 formed of a rectangular cylinder is used by using the periphery of the pool 8 of a school or the like that is likely to become a block disaster prevention base, the small space below the periphery of the pool deck 9 that tends to be an idle space is used. In addition, there is an advantage that the large-capacity water storage tank 1 can be installed. Further, by forming the annular water channel 11 by effectively using the side wall 10 of the pool 8, the effect of reinforcing the annular water channel 11 can be obtained. Evacuees who gather at the disaster prevention base effectively use the water for emergency drinking water stored in the water tank 1 formed by the square cylinder that can store more water than the cylindrical body and the water for the daily miscellaneous water pool 8 Can be used. Of course, the ring-shaped annular waterway 11 is not limited to installation on the periphery of the pool 8 but is installed on the periphery of the building or structure, such as a disaster prevention article storage, or in the ground, and as a disaster prevention facility in combination with disaster prevention equipment. May be used or installed in its own place.
[0015]
Although not shown, a cylindrical body such as a steel pipe having a circular cross section is connected to form a ring-shaped annular water channel 11 such as an annular shape, and two pipe flanges are attached to one portion of the annular water channel 11; If the wall 13 of the blind plate (blind flange) is inserted and partitioned between the pipe flanges, and the wall 13 is sandwiched between the inflow pipe 3 and the outflow pipe 4, the structure is simple and constructed. It is easy to do and can form the pressure type water storage tank 1 more economically.
[0016]
1 and 2 has a structure in which the lower part is buried in the ground and the upper part is joined to the lower part of the deck 9 of the pool 8, but the water tank 1 has a large water pressure or the like. For example, if a slide shoe (not shown) is provided and formed so that the annular water channel 11 of the water tank 1 can slide outward when added, the water tank 1 connected to the water main 2 for flowing high-pressure water, A more suitable structure can be obtained.
[0017]
Moreover, the water storage tank 1 shown in FIGS. 1 and 2, that is, a rectangular tube annular water channel 12 is formed by connecting the rectangular tube bodies, and a wall body 13 that partitions one part of the annular water channel 12 is provided, The inflow pipe 3 connected to the upstream side of the water main pipe 2 is attached to the cylindrical wall of one annular water channel 12 with the partition wall 13 interposed therebetween, and the water main pipe 2 is attached to the cylindrical wall of the other annular water channel 12. In the water tank 1 formed by attaching the outflow pipe 4 connected to the downstream side of the water tank, the water flow is diverted along the water flow direction to the location where the water flow direction of the water tank 1 is largely changed, and the parallel flow direction is guided in the direction of change. The rectifying plates 14, 14A, 14B are provided, and the rectifying plates 14, 14A, 14B formed of a stainless steel plate having parallel durability provided along the flowing direction of the water flow guide the direction in which the water flow is divided and changed. , Inlet / outlet pipe 3 to the water tank 1 4 of a portion flowing water direction such corner portion 15 of the ring-shaped rectangular angle attachment points and annular water passage 12 is significantly changed, it is formed so as dead water does not occur easily places occur i.e. stagnant water.
[0018]
As described above, the water tank 1 provided with the rectifying plates 14, 14 </ b> A, 14 </ b> B is in the direction of flowing water such as the location where the inflow / outlet pipes 3, 4 are attached to the water tank 1, the corner 15 of the ring-shaped rectangular corner of the annular water channel 12. Since there is no dead water stagnant at the place where the water changes greatly, it is possible to make the structure suitable for the pressure-type water storage tank 1 and to store water with a large-capacity rectangular tubular water channel 12 for the installation area. The tank 1 can be formed economically.
[0019]
The parallel rectifying plates 14, 14A, 14B provided along the direction of water flow so that the water flow is diverted to a location where the direction of water flow of the water storage tank 1 is greatly changed and guided in the direction of change are further described in detail with reference to the drawings. To do.
[0020]
FIG. 3 shows an example of the rectifying plate 14 provided at the corner portion 15 of the ring-shaped rectangular corner where the flowing direction of the rectangular tubular water channel 12 is greatly changed to a right angle. The rectifying plate 14 includes a plurality of parallel rectifying plates 14. Downstream of the flat plate 18 from the diagonal line connecting the corner of the water channel inner wall of the four corner portions 15 to the corner of the outer wall of the water channel to the downstream downstream channel 17 downstream position of the inner wall extension line position of the upstream water channel 16 The extension length from the water channel 17 is changed in parallel, the bottom portion of the water channel 12 and the ceiling portion (not shown) are connected to be vertically installed to form a plurality of channels, and the tap water flowing from the upstream water channel 16 , The straightening plate 14 of the flat plates 18, 18... With different extension lengths, the water flow is divided for each of the hitting extension portions, and the water flow is divided and guided to the rightward current changing plate 14 in the direction perpendicular to the change direction. Between the plurality of passage-shaped flat plates 18 or flat Each branch flow advances in parallel between the wall 18 and the wall, and after passing through the rectifying plate 14, the respective divided flows merge and flow into the downstream water channel 17 without stagnation in the passage partitioned by the rectifying plate 14. Form to run. The spacing distance of the rectifying plate 14 is set such that the spacing width is gradually increased from the inside to the outside as shown in FIG. 4 in consideration of the illustrated equal spacing or the structure and shape of the rectifying plate 14. You may form so that adjustment may be carried out.
[0021]
FIG. 4 shows another example of the rectifying plate 14 provided at the corner portion 15 in which the ring-shaped rectangular corner of the rectangular tube-shaped water channel 12 is formed with a curvature, and the water flow is divided with respect to the embodiment shown in FIG. This rectifying plate 14 excellent in function is perpendicular to the predetermined direction from the upstream water channel 16 to the downstream water channel 17 where the water flow direction of the four corner portions 15 of the rectangular tube-shaped water channel 12 changes greatly to a right angle. A plurality of curved plates 20 having arcuate curved portions 19 are arranged in parallel along the flow of the water, and are formed so as to provide a plurality of passages by vertically connecting the bottom portion of the water channel 12 and a ceiling portion (not shown). The tap water flowing in from 16 is divided for each passage at the parallel inlets of the rectifying plates 14, guided along a plurality of curved plates 20 of the rectifying plates 14 in a perpendicular change direction, and advances. 14 After passing the installation position Formed to such flows without merging with other guided diverted tap water at the outlet of Nagareban 14 stagnates to the downstream side water passage 17.
[0022]
FIG. 5 shows a rectifying plate 14A installed at a location where the inflow pipe 3 is mounted horizontally on the upper side wall surface of the inflow location on one side across the wall body 13 of the rectangular tubular water channel 12, As shown in the perspective explanatory view of FIG. 5 (a), the horizontal cross-sectional explanatory view from above (b), and the side cross-sectional explanatory view of (c), the flowing water direction changes in two directions, a horizontal direction and a vertical direction. The flat waters 21 and 22 are installed in parallel, and the tap water introduced in the horizontal direction from the inlet 3A of the inflow pipe 3 hits the flat plate 21 in which the overhang width gradually increases in the forward direction. The water flow is shunted, guided in the direction perpendicular to the change direction, proceeds downward in the vertical direction, and further hits the flat plate 22 where the overhang width gradually increases as it goes downward in the traveling direction, and the water flow is divided for each overhang width, Guided in a direction perpendicular to the change direction, Flat square tube joins the water flow diverted to the water flow direction of the annular water passage 12 smoothly formed to flowing water without stagnating even greater direction change twice.
[0023]
FIG. 6 shows a rectifying plate 14A installed at a location where the inflow pipe 3 is vertically attached to the upper central ceiling wall surface of the inflow location on one side across the wall body 13 of the rectangular tubular water channel 12. A flat plate 23 is installed in parallel in the horizontal direction where the vertical flow direction changes to a horizontal direction at right angles, and the tap water flowing vertically from the inflow pipe 3 spreads at a lower speed at the inflow port 3A. It hits the flat plate 23 that gradually increases as it goes downward, and the water flow is diverted for each overhang width, guided in the direction perpendicular to the changing direction, and the water flow diverted in the horizontal water flow direction of the horizontal rectangular tube-shaped water channel 12 is merged. Even if it falls, it forms so that it may flow smoothly without stagnation.
[0024]
FIG. 7 shows a rectifying plate 14B installed at a location where the outflow pipe 4 is horizontally mounted on the upper side wall surface of the outflow location on the other side across the wall body 13 of the rectangular tube-shaped water channel 12. A flat plate 24, 25 is installed in parallel in two directions, a horizontal direction and a vertical direction, in which the direction of flowing water changes at a right angle, and the tap water flowing in the horizontal direction from the rectangular tube-shaped water channel 12 is not shown in the ceiling of the water channel. From the flat plate 24 that gradually increases as it goes forward in the direction of travel, the water flow is divided for each overhang width, and the water flow that is guided by the flat plate 24 in the direction perpendicular to the changing direction and proceeds in the vertical direction is merged. In addition, it hits the flat plate 25 where the overhang width gradually increases as it goes upward in the traveling direction, and the water flow is diverted for each overhang width, guided to the flat plate 25 in the direction perpendicular to the change direction, and merged at the outlet 4A. Formed to flowing water without stagnating even greater direction change twice from the outflow pipe 4 towards the water mains 2.
[0025]
As described above, the water flow is divided into the corner portion 15 where the flow direction of the rectangular tube-shaped water channel 12 formed in a ring shape of a plane rectangular shape changes to a right angle or the like, the attachment portion of the inflow pipe 3 and the attachment portion of the outflow pipe 4. When the rectifying plates 14, 14A, 14B are provided to guide the direction of change, the tap water flowing from the upstream water main 2 is installed because the cross section of the water channel is reduced by providing the rectifying plates 14, 14A, 14B. The flow velocity is increased at the place, the water flows between the rectifying plates 14, 14 </ b> A, 14 </ b> B arranged in parallel in a passage shape without stagnation, and smoothly flows around the entire circumference of the rectangular tubular water channel 12 to the downstream water main 2. Therefore, the water tank 1 is suitable for a normal water transmission and distribution facility because fresh water always flows smoothly in the water tank 1, and suitable for an emergency water supply source that supplies fresh water as drinking water in an emergency. It can be.
[0026]
【The invention's effect】
As described, a rectangular tube is connected to form a rectangular ring shape, and a wall body is provided to partition one portion of the annular water channel so as to be orthogonal to the axis of the rectangular tube body, and the partition wall body is sandwiched between them. Attach an inflow pipe connected to the upstream side of the main water pipe to the square cylinder wall of one annular water channel, and attach an outflow pipe connected to the downstream side of the main water pipe to the square cylinder wall of the other annular water channel A water tank is formed in the annular flow channel, and the water flow is diverted to the inlet, outlet, and corner where the water flow direction is greatly changed, and the water flow is diverted and guided in the direction of changing the flow path. A water tank with a plurality of rectifying plates made of rectangular flat plates or curved plates that gradually increase in length, that is, the overhang width in the direction of travel, is arranged in parallel along the flowing direction. And the corner of the ring-shaped rectangular corner of the annular channel The water flow direction is greatly changed, and the water flow is divided and divided for each extension length, that is, for each overhang width, and is guided by the current plate in the changing direction, and is divided between a plurality of passage-shaped flat plates or curved plates. After passing through the rectifying plate, the diversions merge and flow smoothly without stagnation into the downstream channel, and there is no dead water in the stagnation water. Since it flows smoothly, it is suitable for a normal water transmission / distribution facility, and it can be a water storage tank suitable for an emergency water supply source that supplies fresh water as drinking water in an emergency.
[0027]
In addition, the water tank consisting of this circular flow channel is not limited to installation on the periphery of the pool, but is installed on the periphery or in the ground of buildings and structures such as storages for disaster prevention supplies. It may be used as a storage space, or may be installed in its own place, and a large and large-capacity water tank can be formed efficiently according to the site.
Furthermore, it is not necessary to form the wall body partitioning the annular water channel into a strong pressure-resistant structure end plate structure that seals the cylindrical body of the conventional pressure-type water storage tank, etc. A large-scale, large-capacity pressure-type water storage tank that can be formed with an economical structure and does not generate stagnant water can be economically constructed.
[0028]
[Brief description of the drawings]
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a horizontal cross-sectional conceptual explanatory diagram schematically showing a part of an example of a water storage tank according to the present invention.
FIG. 2 is a vertical cross-sectional conceptual explanatory diagram schematically showing a part of the water storage tank of FIG.
FIG. 3 is a perspective explanatory view schematically showing a part of an example of a current plate with a part omitted.
FIG. 4 is a horizontal cross-sectional explanatory diagram schematically showing a part of another example of the rectifying plate, omitting a part thereof.
FIG. 5 is a simplified illustration of a part of the rectifying plate provided on the inflow pipe mounting portion, with a part omitted. FIG. 5 (a) is a perspective explanatory view with a part omitted, and FIG. Sectional explanatory drawing, (c) is a side sectional partial explanatory view.
FIG. 6 is a perspective explanatory view showing, in a simplified manner, a part of another example of the rectifying plate provided in the inflow pipe mounting portion is omitted.
FIG. 7 is a perspective explanatory view showing a simplified illustration, omitting part of an example of a rectifying plate provided in the outflow pipe mounting portion.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Reservoir 2 Water supply main 3 Inflow pipe 3A Inlet 4 Outlet 4A Outlet 5 Valve 6 Valve 7 Valve 8 Pool 9 Deck 10 Side wall 11 Annular water channel 12 Square tube annular water channel 13 Wall bodies 14, 14A, 14B Rectification plate 15 Corner portion 16 Upstream water channel 17 Downstream water channel 18 Flat plate 19 Arc-shaped curved portion 20 Curved plate 21 Flat plate 22 Flat plate 23 Flat plate 24 Flat plate 25 Flat plate

Claims (1)

角筒体を接続して矩形リング状に形成し、該環状水路の一箇所を角筒体の軸芯と直交するように仕切る壁体を設け、該仕切りの壁体を挟んで、一方の環状水路の角筒体壁に水道本管の上流側と接続する流入管を取り付けるとともに、他方の環状水路の角筒体壁に水道本管の下流側と接続する流出管を取り付けた環状流水路の貯水槽を形成し、該貯水槽の流水方向が大きく変更する流入口、流出口、及びコーナー箇所に、水流を分流し流路を変更する方向へ案内するように、延出長さ、つまり張り出し幅を進行方向に行くに従って徐々に増加する矩形の平板又は曲板よりなる整流板を、流水方向に沿って複数枚並列状に設置したことを特徴とする貯水槽。A rectangular tube is connected to form a rectangular ring shape, and a wall body is provided to partition one portion of the annular water channel so as to be orthogonal to the axis of the rectangular tube body. An inflow pipe connected to the upstream side of the water main is attached to the square tube wall of the water channel, and an outflow pipe connected to the downstream side of the water main is attached to the square tube wall of the other annular water channel. The extension length, that is, the overhang, forms a water storage tank and guides the water flow to the direction of changing the flow path by diverting the water flow to the inlet, outlet, and corner where the water flow direction of the water tank changes greatly A water storage tank comprising a plurality of rectifying plates made of rectangular flat plates or curved plates whose width gradually increases in the traveling direction, arranged in parallel along the flowing water direction.
JP22610195A 1995-08-11 1995-08-11 Water storage tank Expired - Fee Related JP3666069B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22610195A JP3666069B2 (en) 1995-08-11 1995-08-11 Water storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22610195A JP3666069B2 (en) 1995-08-11 1995-08-11 Water storage tank

Publications (2)

Publication Number Publication Date
JPH0953261A JPH0953261A (en) 1997-02-25
JP3666069B2 true JP3666069B2 (en) 2005-06-29

Family

ID=16839849

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22610195A Expired - Fee Related JP3666069B2 (en) 1995-08-11 1995-08-11 Water storage tank

Country Status (1)

Country Link
JP (1) JP3666069B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101371658B1 (en) * 2013-08-19 2014-03-11 강현녀 Stone drinking fountain having freeze prevention sturctue
CN112302106B (en) * 2020-08-28 2021-12-14 重庆恒亚实业有限公司 Safe emergency water tower device

Also Published As

Publication number Publication date
JPH0953261A (en) 1997-02-25

Similar Documents

Publication Publication Date Title
US20080196161A1 (en) Flexible Bathtub Waste Pipe Assembly for Bathtubs and the Like
CA2018617C (en) Preventative maintenance system for underwater pipes
JP3666069B2 (en) Water storage tank
JP6069779B2 (en) Multi-layer sewer pipe
CA2744660C (en) Catch basin trap and mounting system
JP2008501077A (en) Integrated water supply system for multi-storey buildings
JP2814360B2 (en) Water type water tank
JPH11124885A (en) Water distributing piping structure provided with water storage function
US20160195212A1 (en) Obstructive Tap and Sleeve
JP3467378B2 (en) Water storage device
JP3003772B2 (en) Water pipe bridge with emergency water storage function
JP3413003B2 (en) Emergency water tank device with multiple water tanks
JP2005054468A (en) Drainage header
JPH08337291A (en) Water storage facility for disaster
CN220202628U (en) Ship lock structure
JP3034768U (en) Seismic resistant water tank for drinking water
JPS6013882Y2 (en) emergency water storage device
CA2377061A1 (en) Potable water circulation system
JPH0720069Y2 (en) Water storage tank
JP2512079Y2 (en) Emergency water tank device
JPS5934628Y2 (en) emergency water storage device
JP3653369B2 (en) Water tank for emergency water tank equipment
JPS61151342A (en) Water tank with well for disaster prevention
JPH10102553A (en) Water storage tank for disaster countermeasures
CN1147048A (en) Ditch structure of water supply pipe and sewer equipment for complex building

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20041116

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050107

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

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050315

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050328

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20080415

Year of fee payment: 3

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

Free format text: PAYMENT UNTIL: 20090415

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20090415

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20100415

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20110415

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20120415

Year of fee payment: 7

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

Free format text: PAYMENT UNTIL: 20130415

Year of fee payment: 8

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

Free format text: PAYMENT UNTIL: 20140415

Year of fee payment: 9

LAPS Cancellation because of no payment of annual fees