JP4625987B2 - Water storage device and its construction method - Google Patents

Water storage device and its construction method Download PDF

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Publication number
JP4625987B2
JP4625987B2 JP2000263206A JP2000263206A JP4625987B2 JP 4625987 B2 JP4625987 B2 JP 4625987B2 JP 2000263206 A JP2000263206 A JP 2000263206A JP 2000263206 A JP2000263206 A JP 2000263206A JP 4625987 B2 JP4625987 B2 JP 4625987B2
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water
unit
inclined surface
water storage
storage device
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JP2002070091A (en
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加奈子 林
慎一郎 林
和志郎 林
宏三郎 林
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株式会社 林物産発明研究所
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

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Description

【0001】
【発明の属する技術分野】
本発明は、水を貯留可能な構造体を有する貯水装置およびその施工方法に関するものである。
【0002】
【従来の技術】
従来、雨水などの水を貯留する貯水装置は、たとえば地下にコンクリート製の水槽を設け、この中に水を貯留することが行われる。水槽の中の水が汚れてきた場合、たとえば貯留期間が長くなり水中の浮遊物が多くなった場合には、この汚れた水を排出して入れ換えることが行われる。この場合、水槽の底面を傾斜させてピットに水を集め排出する。
【0003】
一方、上記のようなコンクリート製の水槽を設けずに、水を貯留可能な構造体を防水性材料で囲い、この構造体に水を貯留することも行われる。
【0004】
【発明が解決しようとする課題】
しかしながら、上記のような構造体を、水を排出するための傾斜面に設けることは、構造体の据付の上で容易ではない。すなわち、構造体の下面は一般に平面であり、その下面が水平になるように設置される。このため、構造体の下面と傾斜面との間の隙間に各種の厚みのライナーを噛ませて高さ調整をするので、構造体の据付工事が煩雑となり、工事期間も長くなる。また、隙間が大きい場合、構造体は不安定な状態で据付られることになり、地震その他の要因によりライナーが外れるおそれもある。
【0005】
本発明は、構造体の下部または下に水を排出するための傾斜面を設けることができることを課題とする。
【0006】
【課題を解決するための手段】
上記課題を解決するため、本発明は、水を貯留する空間を有する構造体と、該構造体の外側を覆う覆い部材とを備え、該覆い部材は遮水性材料と透水性材料の少なくとも一つが使用され、前記構造体の下部空間に流動性材料が充填され傾斜面が設けられてなることを特徴とする。
【0007】
このようにすることにより、構造体は水を貯留する空間を有するので、この構造体の下部空間に流動性材料が充填される。流動性材料が充填されると、構造体の下部の一部が埋没され傾斜面が設けられる。したがって、構造体が形成される面の凹凸や局部的傾斜などの形状に左右されることなく傾斜面が設けられる。さらに、構造体は覆い部材によって覆われるので、構造体の外側から流入する水は構造体の空間に貯留される。この水を何らかの理由で排出する場合、たとえば長期間が過ぎて水が汚れて排出される場合、この水は排出される際、その傾斜面に沿って流れ排出される。
【0008】
さらに、構造体は複数の単位部材が3次元的に連結され、前記単位部材は該単位部材の外側から内側に水が流入して該水を貯留する空間を有し、該単位部材によって形成された空間の下部に流動性材料が充填され傾斜面が設けられると良い。
【0009】
こうすることによって、構造体は複数の単位部材が3次元的に連結されたものとなる。構造体は、遮水性材料と透水性材料の少なくとも一つが使用された覆い部材によって覆われる。こうすると、構造体の外側から流入する水は、単位部材によって形成された空間に貯留可能となる。そして、構造体の下部空間に流動性材料が充填されて単位部材の一部が埋没され傾斜面が設けられるので、単位部材の空間、すなわち構造体の空間に貯留された水は、排出される際にその傾斜面に沿って流れ排出される。
【0010】
一方、構造体が傾斜面上に形成される場合、構造体の下面と傾斜面との間に傾斜面に対応して高さの異なる複数の高さ調整部材を介在させると良い。こうすることによって、高さ調整部材は、構造体の下面と傾斜面との間の種々に異なる隙間に介在され、構造体自体は、あたかも水平面上に形成されたと同じ姿勢の安定した状態で設けられる。
【0011】
高さ調整部材の形状は、構造体の下面の形状に応じて決められる。構造体の下面が平面である場合は、高さ調整部材の上端を平坦面とすると良い。構造体の下面が柱状部の先端面である場合、高さ調整部材は、この柱状部が挿入される円筒としても良い。円筒の下端を傾斜面に平行な面で切断した楕円面とする。円筒の内側に流動性材料を充填することにより、高さの異なる高さ調整部材を設けることができる。
【0012】
また、本発明は、水を貯留可能な空間を有する複数の単位部材が平面上に一段または二段以上に3次元的に連結された第1構造体を形成する第1の工程と、該第1の工程の後に前記第1構造体を形成する複数の単位部材の空間に流動性材料が充填され該単位部材の一部が埋没され該第1構造体の下部に傾斜面が設けられる第2の工程と、該第2の工程の後に前記第1構造体の上に、さらに一段または二段以上の前記複数の単位部材または水を貯留可能な空間を有する別の複数の単位部材が3次元的に連結された第2構造体を形成する第3の工程と、該第3の工程の後に前記第1構造体および前記第2構造体の外側を遮水性材料と透水性材料の少なくとも一つで覆う第4の工程とを含むことを特徴とする。
【0013】
このようにすると、第1構造体は流動性材料が充填される前に平面上に形成される。流動性材料は、この第1構造体の上から充填され、最下段に位置する単位部材を含む第1構造体の下部空間に充填される。流動性材料が充填されると、第1構造体の単位部材の一部は充填された流動性材料の中に埋没され傾斜面が設けられる。
【0014】
傾斜面が設けられた第1構造体の上に、さらに第1構造体を形成する単位部材と同じものか、別の単位部材が積み重ねられて3次元的に連結され、第2構造体が形成される。傾斜面は、第2構造体が無い状態で流動性材料が充填され設けられるので、施工が容易である。また、構造体が平面上に形成されることで傾斜面が設けられるので施工が簡略化され工期も短縮される。特に、構造体が略水平面上に形成される場合は、さらに施工が簡略化され工期も短縮されるとともに施工がやり易い。
【0015】
次に本発明を構成する各要件についてさらに詳しく説明する。本発明の貯水装置は、雨水、河川水、海水、井戸水、地下水、その他の水を貯留するものである。防火や災害時の飲料などの緊急用水として使用される場合や、短時間に多量に降る雨水を貯留して水の被害を防止するなどの目的に使用される場合を含むものである。
【0016】
構造体は、水を貯留する空間を有するものであれば、全体が一体的なものや幾つかのサブ構造体が連結されたもの、または軽量材料で形成された複数の単位の部材(単位部材)が連結されたものなどとすることができる。特に、複数の単位部材が3次元的に連結された構造体は、単位部材が上下方向に連結され積み重ねられるとともに、左右、前後方向に平面的にも連結される。
【0017】
上記のような単位部材が3次元的に連結された構造体は、これが組み立てられる場合、大きさ、重量の小さい単位部材が組み立てられるので単位部材の連結施工がやり易く、短期間に組み立てられる。また、種々の大きさおよび形状の構造体に対して対応でき、大きさ、形状の自由度が大きい。
【0018】
覆い部材は、構造体に水を貯留できるように覆うもので、遮水性材料や透水性材料が使用される。遮水性材料は、水を透さないものであれば特に限定されないが、たとえば熱融着ゴムシート(EPDM/熱融着タイプ)などのゴムシートや塩ビPVCシートなどの合成樹脂シート、あるいは合成樹脂板、鋼板や軽金属板などの金属板で水に対する耐食性に優れたものなどが好ましい。
【0019】
透水性材料は、構造体の空間に貯留された水を徐々に時間をかけて地下に浸透させる場合に使用される。貯留された水を徐々に通過させる材料であれば特に限定されない。たとえば、ポリエステルとポリプロピレンの複合張り合わせシートなどが使用されると良い。
【0020】
遮水性シートや透水性シートの片側または両側にはポリエステルによる長繊維不織布などの保護用シートが設けられると良い。保護用シートが設けられることにより遮水性シートや透水性シートの破損が防止される。
【0021】
単位部材は、その外側から内側に水が流入して、この水を貯留する空間を有するもので、互いに連結可能なものであれば特に限定されない。たとえば、その形状が枠状、箱状、容器状あるいは先に記した基盤に柱状部を突出させた形状などとすることができる。特に箱状、容器状などの場合、水が単位部材間を移動できるように、単位部材の側壁に通孔を設けておくと良い。この通孔を介して貯留された水が移動する。
【0022】
単位部材は、強度を有し、かつ軽量材料で形成されると良い。単位部材が強度を有し、軽量であることにより、これを組み立てた構造体も強度を有し、軽量となる。一つ当たりの単位部材が軽量であるので、運搬が容易であり短期間に組み立てられる。このような単位部材の材質としては、ポリプロピレンなどの合成樹脂、アルミニウム合金などの軽金属、軽量コンクリートなどで水に対する耐腐食性を有する材料とする。
【0023】
また、構造体は、単位部材として一方の側に略平坦な面を有する基盤と、この基盤の他方の側に突出させた柱状部とを有するものが使用され、単位部材が連結される際には、基盤同士や柱状部の先端同士が連結されるものとしても良い。このようにすると構造体全体が単位部材の複数段に積み重なった、かつ平面的に広がったものとなり、3次元的な立体的構造体が形成される。基盤と基盤の間に柱状部が位置し、水の貯留される空間が形成される。そして、この構造体の下部空間に流動性材料が充填され傾斜面が形成される。
【0024】
この場合、柱状部の外側断面形状は、特に限定されないが円形、多角形などとしても良い。さらに、柱状部の形状が筒状に形成されると良い。筒状に形成された柱状部は軽量であり、かつ剛性があり耐荷重性に優れる。特に、柱状部を先端に向かって漸次径が縮小した筒状に形成されると良い。こうすることにより単位部材を運搬ないし輸送する際に、幾つかの単位部材の筒状の柱状部を重ね合わせて運搬、輸送でき、運搬、輸送の効率を向上させることができる。さらに、柱状部の形状を円筒状とすることにより、高さ調整部材の形状を円筒とすることができ、製作が容易となる。
【0025】
単位部材の空間率Sの上限は97%までとする。反対に空間率Sが小さいと、部材の上記強度を大きくできるが、部材の占める体積が大きくなり、柱状部が形成する空間が小さくなる。基盤および柱状部の大きさ、肉厚などは構造体にかかる荷重を十分支えられる大きさとする。基盤および柱状部の材質は、同じものとする方が製造上好ましい。
【0026】
構造体の下面として基盤の一方の側が位置する場合は、その基盤の一方の側が同一平面となる。構造体の下面として単位部材の柱状部の先端が位置する場合は、その先端面が同一平面となる。この構造体の下面と傾斜面との間に高さ調整部材を介在させる。
【0027】
流動性材料は、構造体の下部空間に充填されるもので、少なくとも充填の際は流動性を有するものが使用される。充填される流動性材料は、単一の材料でも良いが、複数の材料が混合されたものでも良い。たとえば、砕石、砂、土、粘土、コンクリート、モルタル、その他の無機物あるいは合成樹脂などが単独で、または混合された状態で使用される。この場合、少なくとも傾斜面を形成する表層は充填後に固化する固化材料が好ましい。そして、たとえば下層として砕石が充填され、この下層の上にコンクリートが充填され、さらにこの上がモルタルで仕上げられたものでも良い。
【0028】
構造体が設けられる傾斜面の表面形状は、必ずしも単調な傾斜面でなくても良い。局部的には凹凸があるが、全体として水の排出が可能な面に対しても好適に対応できる。
【0029】
【発明の実施の形態】
以下、本発明に係る貯水装置の実施形態を図面に基づいて詳細に説明する。なお、図1〜8において、同一または同等の構造、作用部分には同一符号を付けて示す。
【0030】
図1は、本発明に係る貯水装置の第1実施形態を示す断面図である。図2は、図1の I−I 線断面図である。図1に示すように、第1実施形態の貯水装置1は、たとえば道路の歩道や公園などの地下に設けられる。一度に多量の雨が降った場合にその雨水を貯留する。貯留された雨水は、たとえば防火や災害時の飲料水あるいはトイレ用水など緊急用水として使用される。
【0031】
貯水装置1は、地面86を掘り下げた凹みの底87に設けられた基礎89と、この基礎89の上に設けられた構造体2と、この構造体2の外側を覆う遮水用シート(覆い部材)62とを備える。
【0032】
基礎89は、底87に敷設された基礎用シート93の上に、たとえば粒径40〜0mmのものを含み、厚さ200mmの砕石91と、この砕石91の上に基礎用シート94を介して敷設された粒径7〜0mmのものを含み、厚さ100mmの砕石92とを有する。基礎用シート93、94としては、たとえば厚さ0.5mmのポリエステルが使用される。
【0033】
構造体2は、基礎89の上に、たとえば厚さ10mmのポリエステル単繊維主体などの保護用シート64を介して設けられ、複数の単位部材5が3次元的に連結される。構造体2は、上記保護用シート64の外側が遮水用シート(覆い部材)62で覆われる。さらに、遮水用シート62の外側に、厚さ4mmのポリエステルなどの保護用シート65を介して土95が埋め戻される。
【0034】
さらに、構造体2は、この第1実施形態の場合、単位部材5が上下方向に8段に連結され積み重ねられる。さらに、左右方向(紙面の左右方向)に9列が設けられる。さらに、構造体2は、前後方向(図1の紙面に垂直な方向)にも連結される。単位部材5は、この単位部材5の外側から内側に水が流入して水を貯留する空間11を有する。したがって、構造体2は、単位部材5によって形成された空間11を有することになる。
【0035】
さらに、構造体2は、単位部材5によって形成された空間11の下部にコンクリート(流動性材料)71が充填され傾斜面75が設けられる。コンクリート71は、充填される際に流動性を有し、充填された直後は単位部材5の周囲に流動し充填される。このとき、充填されたコンクリート71の上面は傾斜面75となるように形成される。充填された後は固化して傾斜面を形成する。
【0036】
遮水用シート62は、構造体の空間11に水を貯留できるようにするもので、遮水性材料が使用される。遮水性材料は、水を透さないものであれば特に限定されないが、たとえば厚さ1mmの合成ゴムシートが使用される。貯留した水を地下に浸透させたい場合は、一部または全部に透水性材料のシートを設ける。透水性材料のシートを設けることにより構造体の空間11に貯留された水を徐々に時間をかけて地下に浸透させることができる。透水性材料としては、たとえば厚さ0.1mmのポリエステルとポリプロピレンの複合張り合わせシートなどが使用される。
【0037】
さらに、貯水装置1は管理用マンホール66を有する。マンホール66は、単位部材5の一つまたは複数の垂直方向投影面が形成する垂直方向の中空状空間であり、その上部は、截頭中空円錐状の防護ハット68と、筒状の受台69と、必要に応じ受台69の下に図示していない調整用リングが設けられる。防護ハット68の上端には蓋67が設けられる。また、構造体2の側面には盤状の側部材57が設けられ、埋め戻された土95による側圧を支える。
【0038】
図3は、第1実施形態の単位部材を示し、(A)は平面図、(B)は(A)のII−II線断面図である。単位部材5は、一方の側に平坦な面16を有する基盤13と、この基盤13の他方の側に突出させた柱状部30とを有する。因みに、図3(B)において、中央線43より左側は正面図、中央線43より右側は断面図を示す。単位部材5は剛性を有する軽量材料で形成され、この実施形態では合成樹脂であるポリプロピレンで形成される。
【0039】
単位部材の基盤13は、略平坦な面16を有する板部材15と、板部材15の縁に沿って板部材15の他方の側に形成された縁枠18とを有する。板部材15の他方の側(縁枠18の設けられた側)には図示していない補強リブが格子状に設けられる。
【0040】
基盤13は、その縁近傍の四つの隅20に縁連結部22を有する。縁連結部22は、平坦な面16から窪ませた面22aと、この面22aに設けられた中心寄り(または中央寄り)の内側係合孔25および外寄り(または縁寄り)の外側係合孔26とで形成される。単位部材の基盤13同士は、この縁連結部22に係合可能な図示していない縁連結部材を介して連結される。縁連結部22に縁連結部材を係合する際は、通常中心寄りの内側係合孔25が利用される。
【0041】
基盤13の縁辺中間位置に形成された四箇所の縁連結部23は、たとえばこの基盤13の大きさの二分の一の大きさの別の単位部材を連結する際に利用される。縁連結部23は、縁連結部22と同様に、平坦な面16から窪ませた面23aと、この面23aに設けられた中心寄り(または中央寄り)の二つの内側係合孔25および外寄り(または縁寄り)の二つの外側係合孔26とを有する。通常上記の別の構造部材を連結する際には外寄りの外側係合孔26を利用する。
【0042】
さらに、基盤13は、一方の側(平坦な面16の位置する側)と他方の側(補強リブのある側)とを通じさせる通孔28を有する。通孔28は、基盤の中心42に対して点対称に長方形の孔が16箇所、補強リブを避けた位置に設けられる。通孔28の設けられる位置とその形状、大きさは、本実施形態に限定されず、単位部材5の強度ないし剛性が確保される適宜の位置と形状、大きさに設けられる。
【0043】
柱状部30は、基盤13の他方の側に中心42を点対称に四つ突出させて二重筒状に設けられる。柱状部30は、先端31に向かって漸次径が縮小する外筒38と、先端31から内側に折り返して平坦な面16位置まで漸次径が縮小して延在させた内筒39とを有する。内筒39の板部材15側端面は閉塞され、内筒39の内側に補強リブ41が形成される。
【0044】
このように、柱状部30は外筒38と内筒39とを有するので、平坦な面16の外筒38と内筒39との間に環状の開口が形成される。また、柱状部30の先端31の面には円形の開口が形成される。
【0045】
図4は、第1実施形態の二つの単位部材の柱状部先端31同士が連結された状態を示す断面図である。構造体2は、このような二つの単位部材の柱状部先端31同士が合わされて連結した要素4を左右、前後および上下に連結し3次元的に組み立てられたものである。このように第1実施形態の構造体2は要素4が上下、左右、前後に連なった形状をしているが、後述の第3実施形態の構造体2のように最下段または最上段に単位部材一つの段が設けられた形状の場合もある。
【0046】
図5は、第1実施形態の単位部材5a〜5c同士が連結された状態を示す要部断面図である。破砕部分Pは、基盤13同士の連結状態を示す。柱状部30a、30bは、その先端31に設けられた端連結部32を有する。単位部材5aと単位部材5bとは、端連結部の係合孔34に係合可能な端連結部材51を介して柱状部の先端31同士が係合され連結される。
【0047】
端連結部32は、柱状部の先端31の平坦な面と、この面の円周方向に等間隔に設けられた八つの係合孔(図示せず)とで形成される。この実施形態はこの八つの係合孔の内の対向する二つの係合孔34に端連結部材51の突起52、53を挿入し係合させる。突起52と突起53とは90度のずれを持たせているので、突起52を実線で、突起53を2点鎖線で示している。
【0048】
上下方向に位置する単位部材5bと単位部材5cとは、破砕部分Pに示すように、基盤13b、13cに設けられた内側係合孔25b、25cに縁連結部材46の突起47を挿入して係合させ連結させる。また、左右、前後方向に位置する単位部材は、基盤の縁17同士が縁連結部材46を介して連結される。
【0049】
以上の構造を有する第1実施形態の貯水装置1は、次のように作用する。すなわち、図1において、構造体2は、複数の単位部材5によって3次元的に形成されたものとなる。さらに、構造体2は、遮水用シート62によって覆われる。こうすると、構造体2に流入する水は、単位部材の空間11に、すなわち構造体の空間11に貯留される。
【0050】
また、構造体2は、平坦な水平面90上に載置される。さらに、構造体2の下部空間11にコンクリート71が充填され傾斜面75が形成される。このようにすると、構造体2は、平坦な水平面90上に載置されるので、単位部材同士の位置関係が正確に確定し、単位部材の連結が確実になされ安定した状態で設けられる。かつ構造体の下部に傾斜面75が形成される。構造体の空間11に貯留された水は、排出される際にその傾斜面75に沿って流れ排出される。図2に示すように、水は矢印96のように傾斜面75上を流れ、ピット88に溜まり、排出される。
【0051】
また、複数の単位部材5が3次元的に連結された構造体2は、これが組み立てられる場合、大きさ、重量の小さい単位部材5が組み立てられるので単位部材5の連結施工がやり易い。よって短期間に構造体2が組み立てられる。さらに、単位部材5が強度を有し、軽量であることにより、これを組み立てた構造体2も強度を有し軽量となる。
【0052】
図6は、本発明に係る貯水装置の第2実施形態を示す要部断面図である。第2実施形態の貯水装置1は、構造体の下部空間11に、粒度C−40の砕石70、すなわち砕石の粒径が0〜40mmであるものが傾斜状に充填される。さらに、砕石70の上にモルタル72の層が設けられる。こうすることにより、傾斜面75を形成する施工期間が短縮されるとともにモルタル72の使用量が少なくなる。図6に示した第2実施形態において、その他の部分の構造と作用は、図1〜5に示した第1実施形態の場合と同じであるので、その説明を省略する。
【0053】
図7は、本発明に係る貯水装置の第3実施形態を示す断面図である。構造体2は、粒度C−40の砕石84が傾斜状に充填された層と、この層上に設けられたコンクリートまたはモルタル85の層とで形成される。コンクリートまたはモルタル85の層の上面は傾斜面77となる。このとき、構造体の下面3と傾斜面77との間に傾斜面77に対応して高さの異なる複数の高さ調整部材79を、保護用シート64を介して介在させる。
【0054】
図8は、第3実施形態の高さ調整部材79を示す正面図である。高さ調整部材79は、円筒状の支柱80と、支柱80の下端に固定された円板状または矩形板状の座板81と、支柱80の内側に充填された充填材82とを有する。支柱80の高さHおよび充填材82の充填される高さhは、支えるべき構造体2の下面の形状に応じて決められる。
【0055】
構造体2の下面が、この図8のように単位部材の柱状部30である場合は、高さ調整部材の支柱80は、柱状部30の先端が挿入される円筒にすると良い。構造体2の下面が単位部材の基盤13の平坦な面である場合は、高さ調整部材の支柱80は平坦な端面を有する円柱でも良い。支柱80の下端面は、傾斜面に平行な面で切断した楕円面とする。
【0056】
第3実施形態の貯水装置1は、構造体の下面3と傾斜面77との間に傾斜面77に対応して高さの異なる複数の高さ調整部材79を介在させることにより、構造体2の下面は、水平となる位置、角度に設けられる。また、高さ調整部材79は、構造体2が設けられる面が必ずしも単調な傾斜面でなくても良く、局部的に凹凸があり全体として水の排出が可能な面に対しても好適に対応できる。図7、8に示した第3実施形態において、その他の部分の構造と作用は、図1〜5に示した第1実施形態の場合と同じであるので、その説明を省略する。
【0057】
【発明の効果】
本発明によれば、構造体の下部または下に水を排出するための傾斜面を設けることができる。
【図面の簡単な説明】
【図1】本発明に係る貯水装置の第1実施形態を示す断面図である。
【図2】図1の I−I 線断面図である。
【図3】第1実施形態の単位部材を示し、(A)は平面図、(B)は(A)のII−II線断面図である。
【図4】第1実施形態の単位部材の先端同士が連結された要素を示す断面図である。
【図5】第1実施形態の単位部材同士が連結された状態を示す要部断面図である。
【図6】本発明に係る貯水装置の第2実施形態を示す要部断面図である。
【図7】本発明に係る貯水装置の第3実施形態を示す断面図である。
【図8】第3実施形態の高さ調整部材を示す正面図である。
【符号の説明】
1 貯水装置
2 構造体
3 下面
5 単位部材
11 空間
62 遮水用シート(覆い部材)
70 砕石(流動性材料)
71 コンクリート(流動性材料)
72 モルタル(流動性材料)
75 傾斜面(流動性材料が充填され設けられた)
77 傾斜面(基礎の)
79 高さ調整部材
H、h 高さ
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a water storage device having a structure capable of storing water and a construction method thereof.
[0002]
[Prior art]
Conventionally, a water storage device that stores water such as rainwater is provided with, for example, a concrete water tank in the basement and stores the water therein. When the water in the water tank becomes dirty, for example, when the storage period becomes long and the amount of suspended matters in the water increases, the dirty water is discharged and replaced. In this case, the bottom of the water tank is inclined to collect and discharge water in the pit.
[0003]
On the other hand, without providing a concrete water tank as described above, a structure capable of storing water is surrounded by a waterproof material, and water is stored in this structure.
[0004]
[Problems to be solved by the invention]
However, providing the structure as described above on the inclined surface for discharging water is not easy in terms of installation of the structure. That is, the lower surface of the structure is generally a flat surface, and is installed so that the lower surface is horizontal. For this reason, liners of various thicknesses are adjusted in the gaps between the lower surface and the inclined surface of the structure to adjust the height, so that the installation work of the structure becomes complicated and the construction period becomes longer. Further, when the gap is large, the structure is installed in an unstable state, and the liner may come off due to an earthquake or other factors.
[0005]
An object of the present invention is to provide an inclined surface for discharging water below or below the structure.
[0006]
[Means for Solving the Problems]
In order to solve the above problems, the present invention includes a structure having a space for storing water, and a covering member that covers the outside of the structure, and the covering member includes at least one of a water-impervious material and a water-permeable material. It is used, and the lower space of the structure is filled with a fluid material and provided with an inclined surface.
[0007]
By doing in this way, since the structure has a space for storing water, the lower space of the structure is filled with the fluid material. When the fluid material is filled, a part of the lower portion of the structure is buried and an inclined surface is provided. Therefore, the inclined surface is provided without being influenced by the shape of the surface on which the structure is formed, such as unevenness and local inclination. Furthermore, since the structure is covered with the covering member, water flowing from the outside of the structure is stored in the space of the structure. When this water is discharged for some reason, for example, when the water is polluted and discharged after a long period of time, the water flows and discharges along the inclined surface when discharged.
[0008]
Further, the structure has a plurality of unit members three-dimensionally connected, and the unit member has a space in which water flows from the outside to the inside of the unit member to store the water, and is formed by the unit member. The lower part of the space is preferably filled with a fluid material and provided with an inclined surface.
[0009]
By doing so, the structure is obtained by three-dimensionally connecting a plurality of unit members. The structure is covered with a covering member in which at least one of a water-permeable material and a water-permeable material is used. If it carries out like this, the water which flows in from the outer side of a structure can be stored in the space formed by the unit member. Then, since the fluid material is filled in the lower space of the structure and a part of the unit member is buried and an inclined surface is provided, the water stored in the space of the unit member, that is, the space of the structure is discharged. At that time, it flows along the inclined surface and is discharged.
[0010]
On the other hand, when the structure is formed on an inclined surface, a plurality of height adjusting members having different heights may be interposed between the lower surface and the inclined surface of the structure corresponding to the inclined surface. In this way, the height adjustment member is interposed in various gaps between the lower surface and the inclined surface of the structure, and the structure itself is provided in a stable state as if it were formed on a horizontal plane. It is done.
[0011]
The shape of the height adjusting member is determined according to the shape of the lower surface of the structure. When the lower surface of the structure is a flat surface, the upper end of the height adjusting member is preferably a flat surface. When the lower surface of the structure is the tip surface of the columnar part, the height adjusting member may be a cylinder into which the columnar part is inserted. Let the lower end of the cylinder be an ellipsoid cut by a plane parallel to the inclined surface. By filling the inside of the cylinder with a flowable material, height adjusting members having different heights can be provided.
[0012]
The present invention also includes a first step of forming a first structure in which a plurality of unit members having a space capable of storing water are three-dimensionally connected on a plane in one or more stages, After the first step, the flow of the fluid material is filled in the spaces of the plurality of unit members forming the first structure, a part of the unit members are buried, and the inclined surface is provided in the lower part of the first structure. And after the second step, the plurality of unit members of one or more stages or another plurality of unit members having a space capable of storing water are three-dimensionally formed on the first structure. A third step of forming a second structure connected to each other, and at least one of a water-impervious material and a water-permeable material on the outside of the first structure and the second structure after the third step And a fourth step of covering with.
[0013]
In this way, the first structure is formed on a flat surface before being filled with the flowable material. The fluid material is filled from above the first structure, and is filled into the lower space of the first structure including the unit member located at the lowest level. When the flowable material is filled, a part of the unit member of the first structure is buried in the filled flowable material and an inclined surface is provided.
[0014]
On the first structure provided with the inclined surface, the same unit member that forms the first structure or another unit member is stacked and connected three-dimensionally to form the second structure. Is done. Since the inclined surface is filled and provided with the fluid material without the second structure, construction is easy. Further, since the inclined surface is provided by forming the structure on a flat surface, the construction is simplified and the construction period is shortened. In particular, when the structure is formed on a substantially horizontal plane, the construction is further simplified, the construction period is shortened, and the construction is easy to perform.
[0015]
Next, each requirement constituting the present invention will be described in more detail. The water storage device of the present invention stores rainwater, river water, seawater, well water, groundwater, and other water. This includes cases where it is used for emergency purposes such as fire prevention or a drink at the time of a disaster, or when it is used for purposes such as storing a large amount of rainwater in a short time to prevent water damage.
[0016]
As long as the structure has a space for storing water, the whole structure is integrated, a plurality of substructures are connected, or a plurality of unit members (unit members formed of lightweight materials) ) May be connected. In particular, in a structure in which a plurality of unit members are three-dimensionally connected, the unit members are connected in the up-down direction and stacked, and are also connected planarly in the left-right and front-rear directions.
[0017]
When the above-described structure in which the unit members are three-dimensionally connected is assembled, the unit members having a small size and weight are assembled, so that the unit members can be easily connected and assembled in a short time. Moreover, it can respond to structures of various sizes and shapes, and has a large degree of freedom in size and shape.
[0018]
The covering member covers the structure so that water can be stored, and a water-impervious material or a water-permeable material is used. The water-impervious material is not particularly limited as long as it does not transmit water. For example, a rubber sheet such as a heat-bonded rubber sheet (EPDM / heat-bonding type), a synthetic resin sheet such as a PVC PVC sheet, or a synthetic resin. A metal plate such as a plate, a steel plate or a light metal plate, which has excellent corrosion resistance to water, is preferable.
[0019]
The water permeable material is used when water stored in the space of the structure is gradually permeated into the underground over time. The material is not particularly limited as long as it is a material that allows the stored water to pass through gradually. For example, a composite laminated sheet of polyester and polypropylene may be used.
[0020]
A protective sheet such as a long-fiber nonwoven fabric made of polyester may be provided on one or both sides of the water-impervious sheet or the water-permeable sheet. By providing the protective sheet, damage to the water-impervious sheet or the water-permeable sheet is prevented.
[0021]
The unit member is not particularly limited as long as water flows from the outside to the inside and has a space for storing the water, and can be connected to each other. For example, the shape may be a frame shape, a box shape, a container shape, or a shape in which a columnar portion protrudes from a base described above. Particularly in the case of a box shape, a container shape or the like, it is preferable to provide a through hole in the side wall of the unit member so that water can move between the unit members. The stored water moves through this through hole.
[0022]
The unit member is preferably made of a lightweight material having strength. Since the unit member has strength and is lightweight, the structure in which the unit member is assembled also has strength and is lightweight. Since the unit member per one is light, it is easy to carry and can be assembled in a short time. As a material of such a unit member, a material having corrosion resistance to water such as a synthetic resin such as polypropylene, a light metal such as an aluminum alloy, a lightweight concrete or the like is used.
[0023]
In addition, a structure having a base having a substantially flat surface on one side as a unit member and a columnar portion projecting on the other side of the base is used, and when the unit members are connected, The bases and the tips of the columnar parts may be connected to each other. If it does in this way, the whole structure will be piled up in a plurality of steps of a unit member, and will spread in a plane, and a three-dimensional solid structure will be formed. A columnar part is located between the bases to form a space for storing water. The lower space of the structure is filled with a fluid material to form an inclined surface.
[0024]
In this case, the outer cross-sectional shape of the columnar part is not particularly limited, but may be a circle, a polygon, or the like. Furthermore, the shape of the columnar part is preferably formed in a cylindrical shape. The columnar part formed in a cylindrical shape is lightweight, rigid, and excellent in load resistance. In particular, the columnar portion may be formed in a cylindrical shape with a gradually decreasing diameter toward the tip. By carrying out like this, when transporting or transporting the unit member, the cylindrical columnar portions of several unit members can be transported and transported in an overlapping manner, and the efficiency of transport and transport can be improved. Furthermore, by making the shape of the columnar part cylindrical, the shape of the height adjusting member can be made cylindrical, which facilitates production.
[0025]
The upper limit of the space ratio S of the unit member is up to 97%. On the contrary, when the space ratio S is small, the above-mentioned strength of the member can be increased, but the volume occupied by the member is increased, and the space formed by the columnar portion is reduced. The size, thickness, etc. of the base and the columnar part are sufficiently large to support the load applied to the structure. In terms of manufacturing, it is preferable to use the same material for the base and the columnar part.
[0026]
When one side of the base is positioned as the lower surface of the structure, one side of the base is on the same plane. When the tip of the columnar portion of the unit member is positioned as the lower surface of the structure, the tip surface is the same plane. A height adjusting member is interposed between the lower surface and the inclined surface of the structure.
[0027]
The flowable material is used to fill the lower space of the structure, and at least at the time of filling, a flowable material is used. The fluid material to be filled may be a single material or a mixture of a plurality of materials. For example, crushed stone, sand, earth, clay, concrete, mortar, other inorganic substances or synthetic resins are used alone or in a mixed state. In this case, at least the surface layer forming the inclined surface is preferably a solidified material that solidifies after filling. For example, crushed stone may be filled as the lower layer, concrete may be filled on the lower layer, and the top may be finished with mortar.
[0028]
The surface shape of the inclined surface on which the structure is provided is not necessarily a monotonous inclined surface. Although there is unevenness locally, it is possible to cope with a surface that can discharge water as a whole.
[0029]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of a water storage device according to the present invention will be described in detail with reference to the drawings. 1 to 8, the same or equivalent structures and operation parts are denoted by the same reference numerals.
[0030]
FIG. 1 is a cross-sectional view showing a first embodiment of a water storage device according to the present invention. FIG. 2 is a cross-sectional view taken along the line II of FIG. As shown in FIG. 1, the water storage apparatus 1 of 1st Embodiment is provided in basements, such as a road sidewalk and a park, for example. When a lot of rain falls at once, the rainwater is stored. The stored rainwater is used, for example, as emergency water, such as fire prevention or drinking water at the time of disaster or toilet water.
[0031]
The water storage device 1 includes a foundation 89 provided on a bottom 87 of a dent that has dug down the ground 86, a structure 2 provided on the foundation 89, and a water shielding sheet (cover) covering the outside of the structure 2. Member) 62.
[0032]
The foundation 89 includes, for example, those having a particle diameter of 40 to 0 mm on the foundation sheet 93 laid on the bottom 87, a crushed stone 91 having a thickness of 200 mm, and the foundation sheet 94 on the crushed stone 91. It has a crushed stone 92 having a thickness of 100 mm, including a laid particle diameter of 7 to 0 mm. As the base sheets 93 and 94, for example, polyester having a thickness of 0.5 mm is used.
[0033]
The structural body 2 is provided on a foundation 89 via a protective sheet 64 made of, for example, a polyester single fiber main body having a thickness of 10 mm, and a plurality of unit members 5 are three-dimensionally connected. In the structure 2, the outer side of the protective sheet 64 is covered with a water shielding sheet (cover member) 62. Further, the soil 95 is backfilled outside the water shielding sheet 62 via a protective sheet 65 such as polyester having a thickness of 4 mm.
[0034]
Furthermore, in the case of the first embodiment, the structural body 2 is configured such that the unit members 5 are connected to each other in eight stages in the vertical direction and stacked. Furthermore, nine rows are provided in the left-right direction (left-right direction on the paper surface). Furthermore, the structure 2 is connected also in the front-back direction (direction perpendicular to the paper surface of FIG. 1). The unit member 5 has a space 11 in which water flows from the outside to the inside of the unit member 5 and stores the water. Therefore, the structure 2 has the space 11 formed by the unit member 5.
[0035]
Further, in the structure 2, concrete (fluid material) 71 is filled in the lower part of the space 11 formed by the unit member 5 and an inclined surface 75 is provided. The concrete 71 has fluidity when filled, and immediately flows around the unit member 5 to be filled. At this time, the upper surface of the filled concrete 71 is formed to be an inclined surface 75. After filling, it solidifies to form an inclined surface.
[0036]
The water shielding sheet 62 allows water to be stored in the space 11 of the structure, and a water shielding material is used. The water-impervious material is not particularly limited as long as it does not allow water to pass through. For example, a synthetic rubber sheet having a thickness of 1 mm is used. If the stored water is to penetrate into the basement, a sheet of water permeable material is provided in part or in whole. By providing a sheet of water permeable material, the water stored in the space 11 of the structure can gradually permeate into the basement over time. As the water permeable material, for example, a composite laminated sheet of polyester and polypropylene having a thickness of 0.1 mm is used.
[0037]
Further, the water storage device 1 has a management manhole 66. The manhole 66 is a vertical hollow space formed by one or a plurality of vertical projection surfaces of the unit member 5, and an upper portion thereof is a truncated hollow conical protective hat 68 and a cylindrical cradle 69. If necessary, an adjustment ring (not shown) is provided under the cradle 69. A lid 67 is provided at the upper end of the protective hat 68. In addition, a plate-like side member 57 is provided on the side surface of the structure 2 to support the side pressure by the soil 95 that has been backfilled.
[0038]
3A and 3B show the unit member of the first embodiment, in which FIG. 3A is a plan view, and FIG. 3B is a cross-sectional view taken along the line II-II in FIG. The unit member 5 includes a base 13 having a flat surface 16 on one side, and a columnar portion 30 protruding on the other side of the base 13. In FIG. 3B, the left side of the center line 43 is a front view, and the right side of the center line 43 is a cross-sectional view. The unit member 5 is formed of a lightweight material having rigidity. In this embodiment, the unit member 5 is formed of polypropylene which is a synthetic resin.
[0039]
The base 13 of the unit member includes a plate member 15 having a substantially flat surface 16 and an edge frame 18 formed on the other side of the plate member 15 along the edge of the plate member 15. On the other side of the plate member 15 (the side where the edge frame 18 is provided), reinforcing ribs (not shown) are provided in a lattice shape.
[0040]
The base 13 has edge connecting portions 22 at four corners 20 in the vicinity of the edge. The edge connecting portion 22 includes a surface 22a that is recessed from the flat surface 16, an inner engagement hole 25 near the center (or near the center) and an outer engagement near the edge (or near the edge) provided on the surface 22a. The hole 26 is formed. The bases 13 of the unit members are connected to each other via an edge connecting member (not shown) that can be engaged with the edge connecting portion 22. When engaging the edge connecting member with the edge connecting portion 22, the inner engaging hole 25 near the center is usually used.
[0041]
The four edge connecting portions 23 formed at the intermediate edge positions of the base 13 are used, for example, when connecting another unit member having a size half the size of the base 13. Similarly to the edge connecting portion 22, the edge connecting portion 23 includes a surface 23 a that is recessed from the flat surface 16, two inner engagement holes 25 that are provided near the center (or near the center) provided on the surface 23 a, and an outer side. Two outer engagement holes 26 closer to the edge (or closer to the edge). Usually, the outer engaging hole 26 on the outer side is used when connecting the other structural member.
[0042]
Furthermore, the base 13 has a through hole 28 that allows one side (the side where the flat surface 16 is located) and the other side (the side with the reinforcing ribs) to pass therethrough. The through-holes 28 are provided at 16 positions that are point-symmetric with respect to the center 42 of the base and at positions avoiding the reinforcing ribs. The position where the through hole 28 is provided, the shape, and the size thereof are not limited to the present embodiment, and are provided at an appropriate position, shape, and size where the strength or rigidity of the unit member 5 is ensured.
[0043]
The columnar part 30 is provided on the other side of the base 13 in a double cylinder shape with four centers 42 protruding point-symmetrically. The columnar portion 30 includes an outer cylinder 38 whose diameter gradually decreases toward the tip 31 and an inner cylinder 39 which is folded inward from the tip 31 and extended to a flat surface 16 position with the diameter gradually decreasing. The end surface of the inner cylinder 39 on the side of the plate member 15 is closed, and a reinforcing rib 41 is formed inside the inner cylinder 39.
[0044]
Thus, since the columnar part 30 has the outer cylinder 38 and the inner cylinder 39, an annular opening is formed between the outer cylinder 38 and the inner cylinder 39 of the flat surface 16. In addition, a circular opening is formed on the surface of the tip 31 of the columnar portion 30.
[0045]
FIG. 4 is a cross-sectional view showing a state in which the columnar portion tips 31 of the two unit members of the first embodiment are connected to each other. The structure 2 is assembled three-dimensionally by connecting the elements 4 in which the columnar portion tips 31 of the two unit members are joined and connected in the left-right, front-rear, and up-down directions. As described above, the structure 2 of the first embodiment has a shape in which the elements 4 are connected vertically, horizontally, and back and forth. However, as in the structure 2 of the third embodiment to be described later, the unit is arranged at the lowermost stage or the uppermost stage. In some cases, a single member step is provided.
[0046]
FIG. 5 is a cross-sectional view of the main part showing a state in which the unit members 5a to 5c of the first embodiment are connected to each other. The crushing part P shows the connection state of the bases 13. The columnar portions 30a and 30b have an end connecting portion 32 provided at the tip 31 thereof. The unit member 5a and the unit member 5b are connected to each other by the end portions 31 of the columnar portions being engaged with each other via an end connection member 51 that can be engaged with the engagement hole 34 of the end connection portion.
[0047]
The end connection part 32 is formed by a flat surface of the tip 31 of the columnar part and eight engagement holes (not shown) provided at equal intervals in the circumferential direction of this surface. In this embodiment, the projections 52 and 53 of the end connecting member 51 are inserted into and engaged with two opposing engagement holes 34 of the eight engagement holes. Since the protrusion 52 and the protrusion 53 are shifted by 90 degrees, the protrusion 52 is indicated by a solid line and the protrusion 53 is indicated by a two-dot chain line.
[0048]
As shown in the crushing portion P, the unit member 5b and the unit member 5c positioned in the vertical direction are formed by inserting the protrusion 47 of the edge connecting member 46 into the inner engagement holes 25b and 25c provided in the bases 13b and 13c. Engage and connect. Further, the unit members positioned in the left-right and front-rear directions are connected to each other at the edges 17 of the base via the edge connecting member 46.
[0049]
The water storage device 1 according to the first embodiment having the above structure operates as follows. That is, in FIG. 1, the structure 2 is three-dimensionally formed by a plurality of unit members 5. Further, the structure 2 is covered with a water shielding sheet 62. If it carries out like this, the water which flows in into the structure 2 will be stored in the space 11 of a unit member, ie, the space 11 of a structure.
[0050]
The structure 2 is placed on a flat horizontal plane 90. Furthermore, the concrete 71 is filled in the lower space 11 of the structure 2 to form an inclined surface 75. If it does in this way, since the structure 2 is mounted on the flat horizontal surface 90, the positional relationship between unit members will be decided correctly, a unit member will be connected reliably, and it will be provided in the stable state. And the inclined surface 75 is formed in the lower part of a structure. When the water stored in the space 11 of the structure is discharged, it flows along the inclined surface 75 and is discharged. As shown in FIG. 2, water flows on the inclined surface 75 as indicated by an arrow 96, accumulates in the pit 88, and is discharged.
[0051]
Further, when the structure 2 in which the plurality of unit members 5 are three-dimensionally connected is assembled, the unit members 5 having a small size and weight are assembled, so that the unit members 5 can be easily connected. Therefore, the structure 2 is assembled in a short time. Furthermore, since the unit member 5 has strength and is lightweight, the structure 2 assembled with the unit member 5 also has strength and is lightweight.
[0052]
FIG. 6: is principal part sectional drawing which shows 2nd Embodiment of the water storage apparatus which concerns on this invention. In the water storage device 1 of the second embodiment, the lower space 11 of the structure is filled with a crushed stone 70 having a particle size of C-40, that is, a crushed stone having a particle size of 0 to 40 mm in an inclined manner. Furthermore, a layer of mortar 72 is provided on the crushed stone 70. By doing so, the construction period for forming the inclined surface 75 is shortened and the amount of mortar 72 used is reduced. In the second embodiment shown in FIG. 6, the structure and operation of the other parts are the same as those in the first embodiment shown in FIGS.
[0053]
FIG. 7 is a cross-sectional view showing a third embodiment of the water storage device according to the present invention. The structure 2 is formed of a layer in which crushed stones 84 having a particle size of C-40 are filled in an inclined manner and a layer of concrete or mortar 85 provided on the layer. The upper surface of the layer of concrete or mortar 85 becomes an inclined surface 77. At this time, a plurality of height adjusting members 79 having different heights corresponding to the inclined surface 77 are interposed between the lower surface 3 and the inclined surface 77 of the structure via the protective sheet 64.
[0054]
FIG. 8 is a front view showing the height adjusting member 79 of the third embodiment. The height adjusting member 79 includes a cylindrical column 80, a disk-shaped or rectangular plate-shaped seat plate 81 fixed to the lower end of the column 80, and a filler 82 filled inside the column 80. The height H of the column 80 and the height h at which the filler 82 is filled are determined according to the shape of the lower surface of the structure 2 to be supported.
[0055]
When the lower surface of the structure 2 is the columnar portion 30 of the unit member as shown in FIG. 8, the column 80 of the height adjusting member is preferably a cylinder into which the tip of the columnar portion 30 is inserted. When the lower surface of the structure 2 is a flat surface of the base 13 of the unit member, the column 80 of the height adjusting member may be a cylinder having a flat end surface. The lower end surface of the column 80 is an ellipsoid cut by a plane parallel to the inclined surface.
[0056]
In the water storage device 1 of the third embodiment, a plurality of height adjusting members 79 having different heights corresponding to the inclined surface 77 are interposed between the lower surface 3 of the structure and the inclined surface 77, whereby the structure 2 The lower surface of is provided at a horizontal position and angle. Further, the height adjusting member 79 does not necessarily have to be a monotonous inclined surface on which the structure 2 is provided, and is suitable for a surface that is locally uneven and capable of discharging water as a whole. it can. In the third embodiment shown in FIGS. 7 and 8, the structure and operation of other parts are the same as those in the first embodiment shown in FIGS.
[0057]
【The invention's effect】
According to the present invention, an inclined surface for discharging water can be provided below or below the structure.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a first embodiment of a water storage device according to the present invention.
2 is a cross-sectional view taken along the line II of FIG.
3A and 3B show a unit member according to the first embodiment, in which FIG. 3A is a plan view and FIG. 3B is a sectional view taken along line II-II in FIG.
FIG. 4 is a cross-sectional view showing elements in which tips of unit members of the first embodiment are connected to each other.
FIG. 5 is a cross-sectional view of a principal part showing a state in which unit members of the first embodiment are connected to each other.
FIG. 6 is a cross-sectional view of an essential part showing a second embodiment of the water storage device according to the present invention.
FIG. 7 is a cross-sectional view showing a third embodiment of the water storage device according to the present invention.
FIG. 8 is a front view showing a height adjusting member of a third embodiment.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Water storage apparatus 2 Structure 3 Lower surface 5 Unit member 11 Space 62 Water shielding sheet (cover member)
70 Crushed stone (flowable material)
71 Concrete (flowable material)
72 mortar (flowable material)
75 Inclined surface (filled with fluid material)
77 Inclined surface (foundation)
79 Height adjustment members H, h Height

Claims (2)

平坦な面を有する基盤と、当該基盤から突出する柱状部を有する単位部材が3次元的に連結された構造体と、該構造体の外側を覆う覆い部材とを備えた貯水装置において、前記構造体を構成する最下部の単位部材は基盤を下とし柱状部を上方に向けて配置され、前記最下部の単位部材によって形成された空間に傾斜面を設けた貯水装置 In the water storage apparatus comprising: a base having a flat surface; a structure in which unit members having columnar portions protruding from the base are three-dimensionally connected; and a covering member that covers the outside of the structure. The lowermost unit member constituting the body is disposed with the base on the bottom and the columnar part facing upward, and a water storage device provided with an inclined surface in a space formed by the lowermost unit member . 請求項1記載の貯水装置を構成する構造体を以下の工程に従い形成する貯水装置の施工方法。
単位部材を平面上に基盤を下として左右に連結し、第1構造体とする第1の工程。
第1構造体を構成する単位部材の柱状部間に流動性材料を充填し、第1構造体の内部に傾斜面を形成する第2の工程。
第1構造体の上に、さらに単位部材を一段または二段以上3次元的に連結して構造体とする第3の工程
A construction method for a water storage device, wherein the structure constituting the water storage device according to claim 1 is formed according to the following steps.
A first step in which the unit members are connected to the left and right on the plane with the base on the bottom to form the first structure.
A second step in which a fluid material is filled between the columnar portions of the unit members constituting the first structure, and an inclined surface is formed inside the first structure.
A third step in which the unit member is further connected in a three-dimensional manner one or more stages on the first structure to form a structure .
JP2000263206A 2000-08-31 2000-08-31 Water storage device and its construction method Expired - Lifetime JP4625987B2 (en)

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JP4509853B2 (en) * 2005-05-17 2010-07-21 三菱樹脂株式会社 Rainwater underground storage and penetration tank
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JP4716113B2 (en) * 2006-01-27 2011-07-06 株式会社 林物産発明研究所 A storage and infiltration facility with an inclined foundation surface
JP4716112B2 (en) * 2006-01-27 2011-07-06 株式会社 林物産発明研究所 A storage and infiltration facility with an inclined foundation surface
JP4795120B2 (en) * 2006-05-26 2011-10-19 三菱樹脂株式会社 Underground fire prevention water tank and its reinforcement method
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