JP2006342519A - Rainwater storage tank and bottom member therefor - Google Patents

Rainwater storage tank and bottom member therefor Download PDF

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Publication number
JP2006342519A
JP2006342519A JP2005167010A JP2005167010A JP2006342519A JP 2006342519 A JP2006342519 A JP 2006342519A JP 2005167010 A JP2005167010 A JP 2005167010A JP 2005167010 A JP2005167010 A JP 2005167010A JP 2006342519 A JP2006342519 A JP 2006342519A
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storage tank
tank bottom
bottom member
sand
rainwater
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JP2005167010A
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JP4526443B2 (en
Inventor
Shuichi Tanabe
修一 田辺
Fumio Otsuka
文夫 大塚
Hajime Suzuki
一 鈴木
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Takiron Co Ltd
Meiji Rubber and Chemical Co Ltd
Tokyu Construction Co Ltd
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Takiron Co Ltd
Meiji Rubber and Chemical Co Ltd
Tokyu Construction Co Ltd
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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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a bottom member for a rainwater storage tank, which enables sediment and the like, flowing into the storage tank with rainwater, to be discharged by being surely guided to a prescribed discharge place, without being accumulated on the bottom surface of the storage tank, and the rainwater storage tank using the bottom member for the tank. <P>SOLUTION: A top surface of the bottom member for the rainwater storage tank is gently inclined downward from one end to the other end so as to discharge and guide the sediment. The sediment and the like, flowing into the storage tank with the rainwater, are guided to a sand discharge groove 2B along the drainage inclination of the bottom surface 2A of the tank, which is formed of the bottom members 21-24 for the tank, and guided to a sand basin 2C along the drainage inclination of the sand discharge groove 2B. Thus, the sediment and the like can be discharged by inserting a vacuum hose and the like from an inspection hole of a manhole 8 which is embedded in the ceiling part of the storage tank. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、雨水等を利用可能または浸透排水可能に貯留するように公園などの地下に構築される雨水貯留槽の底部に敷設する槽底部材および該槽底部材を用いた雨水貯留槽に関するものである。   TECHNICAL FIELD The present invention relates to a tank bottom member laid at the bottom of a rainwater storage tank constructed underground such as a park so that rainwater can be used or stored so as to allow osmotic drainage, and a rainwater storage tank using the tank bottom member It is.

雨水等を利用可能または浸透排水可能に貯留するように公園などの地下に構築される雨水貯留槽が従来一般に知られている。この種の雨水貯留槽の槽内には、上方からの荷重と横方向からの土圧に抗して空隙を形成するための複数の充填体が縦横に並べて上下に積み重ねられている(特許文献1、2参照)。   2. Description of the Related Art Conventionally, a rainwater storage tank constructed in the basement of a park or the like so as to store rainwater or the like so that it can be used or permeated and drained is known. In this type of rainwater storage tank, a plurality of fillers for forming voids against the load from above and the earth pressure from the lateral direction are stacked vertically and horizontally (Patent Literature). 1 and 2).

ここで、特許文献1には、雨水と共に貯留槽内に流入して充填体に堆積した土砂などを除去できるように、充填体間に散水管または散気管を配設し、貯留槽の底面に排出溝を形成した構造が開示されている。   Here, in Patent Document 1, a water spray tube or an air diffuser pipe is provided between the fillers so as to be able to remove the earth and sand that has flowed into the storage tank together with rainwater and accumulated on the filler, and is disposed on the bottom surface of the storage tank. A structure in which a discharge groove is formed is disclosed.

また、特許文献2には、雨水と共に貯留槽内に流入した土砂などを所定個所に誘導してバキュームホース等により吸い出し可能とするため、貯留槽の底部に配設される各充填体に傾斜板部を設けた構造が開示されている。
特開2000−160606号公報 特開2004−52243号公報
Further, in Patent Document 2, in order to guide the earth and sand that flowed into the storage tank together with rainwater to a predetermined location so as to be sucked out by a vacuum hose or the like, an inclined plate is attached to each filler disposed at the bottom of the storage tank. A structure provided with a portion is disclosed.
JP 2000-160606 A JP 2004-52243 A

ところで、特許文献1に記載された雨水貯留槽の構造においては、充填体に堆積した土砂などを散水管から噴射される散水などにより除去することができるものの、除去された土砂などは、貯留槽の槽底面に形成された排出溝に排出される過程で槽底面に堆積し易い。また、特許文献2に記載された雨水貯留槽の構造においては、雨水と共に貯留槽内に流入した土砂などが各充填体を透過して槽底面に堆積する虞がある。   By the way, in the structure of the rainwater storage tank described in Patent Document 1, although the earth and sand accumulated on the filler can be removed by watering sprayed from a water spray pipe, It is easy to deposit on the bottom of the tank in the process of being discharged into the discharge groove formed on the bottom of the tank. Moreover, in the structure of the rainwater storage tank described in patent document 2, there exists a possibility that the earth and sand etc. which flowed in the storage tank with rainwater may permeate | transmit each filler, and may accumulate on a tank bottom face.

そこで、この発明は、雨水と共に貯留槽内に流入した土砂などを貯留槽の槽底面に滞留させることなく所定の排出個所に確実に誘導して排出することができる雨水貯留槽および雨水貯留槽底部材を提供することを課題とする。   Accordingly, the present invention provides a rainwater storage tank and a rainwater storage tank bottom that can reliably guide and discharge the earth and sand flowing into the storage tank together with rainwater to a predetermined discharge location without retaining the bottom of the storage tank. The problem is to provide materials.

この発明に係る雨水貯留槽底部材は、上面が、土砂を流動させて誘導するように、一端部から他端部に向かって緩く下降傾斜していることを特徴とする。槽底部材は、面方向に沿って、縦方向および/または横方向に複数に分割されていてもよく、下面が開放されたボックス状に成形され、その内部には、左右の側壁部と天板部とを相互に連結する補強リブが一体に成形されていてもよい。さらに、槽底部材は、天板部に充填体の脚部が挿入される貫通孔が形成されていることが好ましい。   The rainwater storage tank bottom member according to the present invention is characterized in that the upper surface is gently inclined downward from one end portion to the other end portion so as to flow and guide the earth and sand. The tank bottom member may be divided into a plurality of pieces in the vertical direction and / or the horizontal direction along the surface direction, and is formed into a box shape having an open bottom surface. Reinforcing ribs that connect the plate portions to each other may be integrally formed. Furthermore, it is preferable that the tank bottom member has a through-hole into which the leg portion of the filler is inserted into the top plate portion.

この発明に係る雨水貯留槽は、雨水等を利用可能または浸透排水可能に貯留するように構築される貯留槽であって、槽内には空隙形成用の複数の充填体が充填される雨水貯留槽において、土砂の流動傾斜を有する槽底面を形成するように槽底に敷設される槽底部材と、この槽底部材により形成される槽底面の低位部に土砂の流動傾斜を有して連続する排砂溝と、この排砂溝の低位部に連続する砂溜まりと、この砂溜まりから土砂を排出可能な点検口とを備えていることを特徴とする。   The rainwater storage tank according to the present invention is a storage tank constructed so as to store rainwater or the like so that it can be used or permeated and drained, and the rainwater storage is filled with a plurality of fillers for forming voids. In the tank, a tank bottom member laid on the tank bottom so as to form a tank bottom surface having a slope of earth and sand, and a continuous flow having a soil slope of sand at a lower portion of the tank bottom surface formed by the tank bottom member. And a sand pool continuous to a lower portion of the sand drain groove, and an inspection port capable of discharging the earth and sand from the sand pool.

この発明に係る雨水貯留槽では、雨水と共に貯留槽内に流入した土砂などは、槽底部材により形成される槽底面の流動傾斜に沿って排砂溝に誘導され、この排砂溝の流動傾斜に沿って砂溜まりに誘導されるため、貯留槽の点検口から排出可能となる。   In the rainwater storage tank according to the present invention, the earth and sand that flowed into the storage tank together with rainwater is guided to the sand discharge groove along the flow inclination of the tank bottom formed by the tank bottom member, and the flow inclination of the sand discharge groove. Therefore, it can be discharged from the inspection port of the storage tank.

この発明の雨水貯留槽において、槽底部材が槽底の面方向に分割された複数のパーツで構成されていると、面積の広い槽底にも容易に槽底部材を敷設できるので好ましい。   In the rainwater storage tank of the present invention, it is preferable that the tank bottom member is composed of a plurality of parts divided in the plane direction of the tank bottom because the tank bottom member can be easily laid on the tank bottom having a large area.

また、充填体に設けられた支持脚が挿入される貫通孔が槽底部材に形成されていると、土砂の流動傾斜を有する槽底部材上に充填体を起立姿勢で積み重ねることができるので好ましい。   Moreover, it is preferable that the through hole into which the support leg provided in the filling body is inserted is formed in the tank bottom member, because the filling body can be stacked in an upright position on the tank bottom member having a flow gradient of earth and sand. .

さらに、貯留槽の上部に放水用穴が設けられていると、貯留槽内に充填される複数の充填体に堆積した土砂などを放水により除去することができるので好ましい。   Furthermore, it is preferable that a water discharge hole is provided in the upper part of the storage tank because sediments and the like accumulated in a plurality of fillers filled in the storage tank can be removed by water discharge.

この発明に係る雨水貯留槽底部材によれば、雨水と共に貯留槽内に流入した土砂などを槽底部材により形成される槽底面の流動傾斜に沿って排砂溝に誘導することができる。   According to the rainwater storage tank bottom member according to the present invention, earth and sand flowing into the storage tank together with rainwater can be guided to the sand discharge groove along the flow slope of the tank bottom formed by the tank bottom member.

この発明の雨水貯留槽底部材において、槽底部材が面方向に沿って、縦方向および/または横方向に複数に分割されている場合、面積の広い槽底にも容易に槽底部材を敷設できるから、重機を持ち込めない場所でも人手だけで施工できる。   In the rainwater storage tank bottom member of the present invention, when the tank bottom member is divided into a plurality of parts in the vertical direction and / or the horizontal direction along the surface direction, the tank bottom member is easily laid on the tank bottom having a large area. Because it is possible, it can be constructed by hand even in places where heavy machinery cannot be brought in.

この発明の雨水貯留槽底部材において、槽底部材の下面が開放されたボックス状に成形され、その内部には、左右の側壁部と天板部とを相互に連結する補強リブが一体に成形されている場合、槽底部材の縦方向および横方向の強度が向上する。   In the rainwater storage tank bottom member of the present invention, the bottom surface of the tank bottom member is molded into a box shape, and reinforcing ribs for interconnecting the left and right side walls and the top plate are integrally formed therein. If it is, the strength of the tank bottom member in the vertical direction and the horizontal direction is improved.

この発明の雨水貯留槽底部材において、槽底部材の天板部に充填体の脚部が挿入される貫通孔が形成されている場合、土砂の流動傾斜を有する槽底部材上に充填体を起立姿勢で積み重ねることができ、充填体の位置決めが容易になるばかりでなく、充填体同士の縦横方向の連結を省略することができるから施工が容易になる。   In the rainwater storage tank bottom member of the present invention, when the through hole into which the leg of the filler is inserted is formed in the top plate portion of the tank bottom member, the filler is placed on the tank bottom member having the earth and sand flow slope. Stacking can be done in an upright position, and not only positioning of the fillers is facilitated, but also the construction can be facilitated because the connection between the fillers in the vertical and horizontal directions can be omitted.

この発明に係る雨水貯留槽によれば、雨水と共に貯留槽内に流入した土砂などを槽底部材により形成される槽底面の流動傾斜に沿って排砂溝に誘導し、この排砂溝の流動傾斜に沿って砂溜まりに誘導することができる。そして、砂溜まりに誘導された土砂などを貯留槽の点検口から排出することができる。   According to the rainwater storage tank according to the present invention, the earth and sand that flowed into the storage tank together with rainwater is guided to the sand removal groove along the flow slope of the tank bottom formed by the tank bottom member, and the flow of the sand removal groove It can be guided to the sand pool along the slope. And the earth and sand induced | guided | derived to the sand pool can be discharged | emitted from the inspection port of a storage tank.

また、この発明の雨水貯留槽において、貯留槽の上部に放水用穴が設けられている場合、貯留槽内に充填される複数の充填体に堆積した土砂などを放水により除去することができるから、貯留の維持管理が容易である。   In the rainwater storage tank of the present invention, when a water discharge hole is provided in the upper part of the storage tank, earth and sand accumulated in a plurality of fillers filled in the storage tank can be removed by water discharge. The maintenance of storage is easy.

以下、図面を参照してこの発明に係る雨水貯留槽底部材の実施の形態を説明する。参照する図面において、図2は一実施形態に係る雨水貯留槽底部材を示す斜視図、図3は槽底部材の分解斜視図、図4は槽底部材の一つの縦断面図である。   Embodiments of a rainwater storage tank bottom member according to the present invention will be described below with reference to the drawings. 2 is a perspective view showing a rainwater storage tank bottom member according to one embodiment, FIG. 3 is an exploded perspective view of the tank bottom member, and FIG. 4 is a longitudinal sectional view of one tank bottom member.

一実施形態に係る雨水貯留槽底部材2は、例えば図2に示すように、貯留槽の槽底部2の上面である槽底面2A、すなわち、各槽底部材21〜24の上面で構成される槽底面2Aは、槽底部材の長手方向の一端部から他端部に向かって土砂を流動させて誘導するように緩く下降傾斜しており、その下降傾斜の度合は0〜3%であり、傾斜は必ずしも一定でなくても良く、例えば、コンケーブ状またはコンベックス状であっても良い。   The rainwater storage tank bottom member 2 according to the embodiment is configured by a tank bottom surface 2A that is an upper surface of the tank bottom part 2 of the storage tank, that is, an upper surface of each tank bottom member 21 to 24 as shown in FIG. The tank bottom surface 2A is gently downwardly inclined to flow and guide the earth and sand from one end part to the other end part in the longitudinal direction of the tank bottom member, and the degree of the downward inclination is 0 to 3%. The inclination is not necessarily constant, and may be, for example, a concave shape or a convex shape.

各槽底部材21〜24は、例えば図3に示すように、槽底部2を面方向に沿って縦方向に4分割、横方向に4分割した形状のパーツであり、これらを槽底の地盤に縦横に敷設することで槽底部2が構成される。これらの槽底部材21〜24は、適宜の合成樹脂により所定の形状および構造に一体成形されている。   For example, as shown in FIG. 3, each tank bottom member 21 to 24 is a part having a shape in which the tank bottom portion 2 is divided into four parts in the vertical direction along the surface direction and four parts in the horizontal direction. The tank bottom 2 is constructed by laying vertically and horizontally. These tank bottom members 21 to 24 are integrally formed in a predetermined shape and structure with an appropriate synthetic resin.

ここで、各槽底部材21〜24を代表して槽底部材24の形状および構造を説明すると、図4に示すように、槽底部材24は、下面が開放されたボックス状に成形されており、その上面24Aは、槽底面2Aの一部を構成するように緩く傾斜している。この槽底部材24の内部には、左右の側壁部24Bと天板部24Cとを相互に連結する補強リブ24Dが一体に成形されている。そして、この槽底部材24の天板部24Cには、図1に示した充填体3の各脚部3Cが挿入される複数の貫通孔24Eが形成されている。他の槽底部材21〜23も槽底部材24と略同様に構成されている。   Here, the shape and structure of the tank bottom member 24 will be described on behalf of the tank bottom members 21 to 24. As shown in FIG. 4, the tank bottom member 24 is formed in a box shape having an open bottom surface. The upper surface 24A is gently inclined so as to constitute a part of the tank bottom surface 2A. Inside the tank bottom member 24, reinforcing ribs 24D for connecting the left and right side wall portions 24B and the top plate portion 24C to each other are integrally formed. A plurality of through holes 24E into which the respective leg portions 3C of the filler 3 shown in FIG. 1 are inserted are formed in the top plate portion 24C of the tank bottom member 24. The other tank bottom members 21 to 23 are configured in substantially the same manner as the tank bottom member 24.

次に、図面を参照してこの発明に係る雨水貯留槽の実施の形態を説明する。参照する図面において、図1は一実施形態に係る雨水貯留槽の全体構造を概略的に示す縦断面図である。   Next, an embodiment of a rainwater storage tank according to the present invention will be described with reference to the drawings. In the drawings to be referred to, FIG. 1 is a longitudinal sectional view schematically showing the entire structure of a rainwater storage tank according to an embodiment.

一実施形態に係る雨水貯留槽は、例えば図1に示すように、雨水等を利用可能に貯留するように公園などの地下に構築される。この雨水貯留槽は、周壁部1がコンクリートで構成され、槽底部2の殆どの部分が槽底の地盤に敷設される槽底部材21〜24で構成されている。そして、周壁部1の内面および槽底部2の下の槽底の地盤は図示しない遮水性シートで適宜覆われている。   For example, as shown in FIG. 1, the rainwater storage tank according to the embodiment is constructed in a basement such as a park so as to store rainwater and the like in an available manner. In this rainwater storage tank, the peripheral wall 1 is made of concrete, and most of the tank bottom 2 is constituted by tank bottom members 21 to 24 laid on the ground of the tank bottom. And the ground of the inner surface of the surrounding wall part 1 and the tank bottom under the tank bottom part 2 is suitably covered with the water-proof sheet | seat which is not shown in figure.

この貯留槽は平面視において略長方形を呈し、その槽内には、空隙形成用の複数の充填体3が槽底部2上に縦横に並べて上下多段に積み重ねられている。そして、最上段に積み重ねられた各充填体3の上面には、貯留槽の天井部を構成するための蓋体4がそれぞれ載置されて敷き詰められている。   The storage tank has a substantially rectangular shape in a plan view, and a plurality of fillers 3 for forming voids are stacked vertically and horizontally on the tank bottom 2 in the tank. And the cover body 4 for comprising the ceiling part of a storage tank is each mounted and spread | laid on the upper surface of each filling body 3 stacked | piled up at the uppermost stage.

敷き詰められた各蓋体4の上面には透水性シート5が敷設され、その上には礫層6および土層7が順次施工されており、これらで貯留槽の天井部が構成されている。そして、この天井部には、開閉蓋8Aを有するマンホール8が貯留槽の長手方向の一端部の中央部に点検口を構成するように埋設されると共に、開閉蓋9Aを有する筒体9が貯留槽の長手方向の他端部に放水用穴を構成するように埋設されている。なお、マンホール8及び筒体9は貯留槽の天井部に設けることなく、貯留槽の上部周壁部に設けても良い。   A water-permeable sheet 5 is laid on the upper surface of each lid 4 spread, and a gravel layer 6 and a soil layer 7 are sequentially constructed thereon, and these constitute a ceiling portion of the storage tank. A manhole 8 having an opening / closing lid 8A is embedded in the ceiling portion so as to form an inspection port at the center of one end in the longitudinal direction of the storage tank, and a cylinder 9 having an opening / closing lid 9A is stored. It is embed | buried so that the hole for water discharge may be comprised in the other end part of the longitudinal direction of a tank. In addition, you may provide the manhole 8 and the cylinder 9 in the upper peripheral wall part of a storage tank, without providing in the ceiling part of a storage tank.

また、貯留槽の天井部に埋設される筒体9内には、貯留槽内に放水するための図示しない放水用パイプが設置されると共に、貯留槽内に貯留された雨水を吸水するための図示しない吸水用パイプが設置される。   Moreover, in the cylinder 9 embedded in the ceiling part of the storage tank, a water discharge pipe (not shown) for discharging water into the storage tank is installed, and the rainwater stored in the storage tank is absorbed. A water absorption pipe (not shown) is installed.

また、図示するのを省略したが、地上の側溝や排水溝から雨水を貯留槽に導入する導入管や、オーバーフロー用排水溝等を設けることができる。   Although not shown in the figure, an introduction pipe for introducing rainwater into the storage tank from a lateral groove or drainage groove on the ground, an overflow drainage groove, or the like can be provided.

この発明に係る雨水貯留槽は、前述した一実施形態に限定されるものではない。例えば、貯留槽の周壁部1は、コンクリートで成形する代わりに、遮水性シートまたは透水性シートを張設して充填体の側面を覆い、そのシートの外側を土砂で埋め戻してもよい。なお、地盤面に透水性シートを張設した場合には、余剰の雨水を浸透排水可能に貯留する浸透雨水貯留槽を構成することができる。   The rainwater storage tank according to the present invention is not limited to the above-described embodiment. For example, instead of forming the peripheral wall 1 of the storage tank with concrete, a water-impervious sheet or a water-permeable sheet may be stretched to cover the side surface of the filler, and the outside of the sheet may be backfilled with earth and sand. In addition, when a water-permeable sheet is stretched on the ground surface, an osmotic rainwater storage tank can be configured to store excess rainwater so as to allow osmotic drainage.

充填体3は適宜の合成樹脂により一体に成形されたものであり、例えば図5に示すように、略正方形の枠部3Aと、枠部3Aの対角線方向に沿って斜めに交差することで枠部3Aの内側を相互に連結する複数のリブ3Bと、枠部3Aの4隅部分および各リブ3Bの交差部分から下方に突出する複数本の脚部3Cとを有する。   The filler 3 is integrally formed of an appropriate synthetic resin. For example, as shown in FIG. 5, the frame 3 </ b> A and the frame 3 </ b> A are formed by crossing diagonally along the diagonal direction of the frame 3 </ b> A. It has a plurality of ribs 3B that connect the inside of the part 3A to each other, and a plurality of leg parts 3C that protrude downward from the four corners of the frame part 3A and the intersections of the ribs 3B.

充填体3の各脚部3Cは、小径の嵌合部3Dを下端部に有する段付きパイプ状に形成されており、下段の充填体3の上面に開口する各脚部3Cの嵌合穴3Eに上段の充填体3の各脚部3Cの嵌合部3Dが嵌合できるようになっている。このため、複数の充填体3は、各脚部3Cの嵌合穴3Eに嵌合部3Dを嵌合させることで、上下に安定的に積み重ねることができる。   Each leg portion 3C of the filling body 3 is formed in a stepped pipe shape having a small-diameter fitting portion 3D at the lower end portion, and the fitting hole 3E of each leg portion 3C opening on the upper surface of the lower filling body 3. Further, the fitting portions 3D of the respective leg portions 3C of the upper filler 3 can be fitted. For this reason, the plurality of fillers 3 can be stably stacked up and down by fitting the fitting portions 3D into the fitting holes 3E of the leg portions 3C.

蓋体4は、適宜の合成樹脂により充填体3の上面に合致する略正方形の板状に成形されている。この蓋体4には、例えば図7に示すように縦横に配列された複数の透水孔4Aが貫通して形成されている。   The lid 4 is formed into a substantially square plate shape that matches the upper surface of the filler 3 with an appropriate synthetic resin. For example, as shown in FIG. 7, a plurality of water permeable holes 4 </ b> A arranged vertically and horizontally are formed through the lid 4.

なお、図示省略したが、各充填体3の枠部3Aの外周面には、各充填体3を縦横に並べて相互に連結するためのホゾや溝などの適宜の連結部が一体に成形されている。また、各充填体3の各脚部3Cの上部の嵌合穴3E内には、水平断面十字形の補強用リブが一体に形成されている。   Although not shown in the drawings, on the outer peripheral surface of the frame portion 3A of each filling body 3, appropriate connecting portions such as hoses and grooves for integrally connecting the filling bodies 3 vertically and horizontally are integrally formed. Yes. Further, a reinforcing rib having a horizontal cross section is integrally formed in the fitting hole 3E at the top of each leg portion 3C of each filler 3.

この発明に係る雨水貯留槽に使用する充填体は、上記の実施形態に限定されるものではなく、公知の種々の充填体に置き換えることが可能である。例えば、図6(a)に示すように側壁が底部に向って小さくなるテーパー状に構成した容器状充填体、図6(b)に示すように平板を複数の連続する山型に折り曲げ、山頂部と谷部に嵌合部を設けた充填体、図6(c)に示すように基盤の一方の側から脚部を延在させた充填体、あるいは図6(d)に示すように矩形の傾斜板の上下に連結部を設けた充填体であってもよい。   The filler used in the rainwater storage tank according to the present invention is not limited to the above embodiment, and can be replaced with various known fillers. For example, as shown in FIG. 6 (a), the container-like filling body is formed in a tapered shape such that the side walls become smaller toward the bottom, and the flat plate is bent into a plurality of continuous mountain shapes as shown in FIG. 6 (b). A filling body provided with a fitting portion in the section and the trough, a filling body having legs extending from one side of the base as shown in FIG. 6 (c), or a rectangular shape as shown in FIG. 6 (d) The filling body which provided the connection part on the upper and lower sides of this inclination board may be sufficient.

ここで、図1および図2に示すように、貯留槽の槽底部2の上面である槽底面2A、すなわち、各槽底部材21〜24の上面で構成される槽底面2Aは、筒体9が配置された貯留槽の長手方向の他端部からマンホール8が配置された貯留槽の長手方向の一端部に向かって土砂を流動させて誘導するように0〜3%で緩く下降傾斜しており、この下降傾斜が土砂の流動傾斜となっている。   Here, as shown in FIG. 1 and FIG. 2, the tank bottom surface 2 </ b> A that is the upper surface of the tank bottom 2 of the storage tank, that is, the tank bottom surface 2 </ b> A configured by the upper surfaces of the tank bottom members 21 to 24, Is gently inclined downward at 0 to 3% so as to flow and guide the earth and sand from the other end in the longitudinal direction of the storage tank in which the manhole 8 is disposed toward the one end in the longitudinal direction of the storage tank in which the manhole 8 is disposed. This downward slope is the flow slope of earth and sand.

図1に示すように、貯留槽の長手方向の一端部側には、周壁部1に連続して排砂溝2Bおよび砂溜まり2Cが形成されている。排砂溝2Bは、土砂の流動傾斜を有する槽底面2Aの低位部、すなわち槽底部材21の上面の低位部に連続している。この排砂溝2Bは、図7に示すように、貯留槽の長手方向と直交する短手方向の両端部から中央部に向かって土砂を流動させて誘導するように0〜3%で緩く下降傾斜しており、この下降傾斜が土砂の流動傾斜となっている。   As shown in FIG. 1, a sand discharge groove 2 </ b> B and a sand pool 2 </ b> C are formed continuously to the peripheral wall portion 1 on one end portion side in the longitudinal direction of the storage tank. The sand discharge groove 2B is continuous with the lower part of the tank bottom surface 2A having the flow gradient of earth and sand, that is, the lower part of the upper surface of the tank bottom member 21. As shown in FIG. 7, the sand discharge groove 2 </ b> B is gently lowered at 0 to 3% so as to guide the sand and sand from the both ends in the short direction perpendicular to the longitudinal direction of the storage tank toward the center. It is inclined, and this descending slope is the flow slope of earth and sand.

一方、砂溜まり2Cは、土砂の流動傾斜を有する排砂溝2Bの低位部に連続しており、槽底面2Aの流動傾斜および排砂溝2Bの流動傾斜に沿って流動する土砂を受け入れるように構成されている。この砂溜まり2Cの上方の天井部には、バキュームホースなどによって砂溜まり2Cから土砂を吸引排出するための点検口を構成するマンホール8が配置されている。   On the other hand, the sand reservoir 2C is continuous with the lower part of the sand discharge groove 2B having the flow gradient of the earth and sand so as to receive the sand flowing along the flow inclination of the tank bottom surface 2A and the flow inclination of the sand discharge groove 2B. It is configured. A manhole 8 that constitutes an inspection port for sucking and discharging the earth and sand from the sand reservoir 2C by a vacuum hose or the like is disposed on the ceiling portion above the sand reservoir 2C.

以上のように構成された一実施形態の雨水貯留槽では、降雨による雨水は土層7および礫層6を浸透し、この雨水が透水性シート5および各蓋体4の透水孔4Aを透過して貯留槽内の各充填体3間の空隙に貯留される。また、雨水導入管を設けている場合には、さらに雨水導入管を介して貯留される。そして、貯留槽内に貯留された雨水は、貯留槽の天井部の筒体9内に設置された吸水用パイプ(図示省略)から適宜吸水されて公園内の芝生への散布用などに再利用される。   In the rainwater storage tank of one embodiment configured as described above, rainwater due to rain permeates the soil layer 7 and the gravel layer 6, and this rainwater permeates the water permeable sheet 5 and the water permeable holes 4 </ b> A of the lids 4. And stored in the gaps between the respective fillers 3 in the storage tank. Moreover, when the rainwater introduction pipe is provided, it is further stored through the rainwater introduction pipe. The rainwater stored in the storage tank is appropriately absorbed from a water absorption pipe (not shown) installed in the cylinder 9 on the ceiling of the storage tank and reused for spraying on the lawn in the park. Is done.

ここで、雨水と共に貯留槽内に流入した土砂などは、貯留槽の槽底部2の槽底面2A、すなわち、各槽底部材21〜24の上面で構成される槽底面2Aの流動傾斜に沿って誘導されることで排砂溝2B内に流動する。そして、排砂溝2B内に流動した土砂などは、排砂溝2Bの流動傾斜に沿って誘導されることで砂溜まり2C内に堆積する。   Here, the earth and sand that flowed into the storage tank together with the rainwater, along the flow slope of the tank bottom surface 2A of the tank bottom 2 of the storage tank, that is, the tank bottom surface 2A constituted by the upper surfaces of the tank bottom members 21 to 24. By being guided, it flows into the sand discharge groove 2B. And the earth and sand etc. which flowed in the sand removal groove 2B are accumulated in the sand pool 2C by being guided along the flow inclination of the sand removal groove 2B.

また、貯留槽内に充填されている複数の充填体3に堆積した土砂などは、貯留槽の天井部の筒体9内に設置された放水用パイプ(図示省略)から各充填体3に向けて放水することにより、貯留槽の槽底面2Aに流下し、槽底面2Aの流動傾斜に沿って排砂溝2B内に誘導され、この排砂溝2Bの流動傾斜に沿って砂溜まり2C内に誘導されて堆積する。   Moreover, the earth and sand deposited on the plurality of fillers 3 filled in the storage tank is directed to each filler 3 from a water discharge pipe (not shown) installed in the cylinder 9 on the ceiling of the storage tank. The water flows down to the tank bottom surface 2A of the storage tank, is guided into the sand discharge groove 2B along the flow inclination of the tank bottom face 2A, and enters the sand pool 2C along the flow inclination of the sand discharge groove 2B. Induced and deposited.

従って、一実施形態の雨水貯留槽においては、マンホール8から砂溜まり2Cにバキュームホースなどを挿入して砂溜まり2C内に堆積した土砂などを吸引排出することが可能となる。なお、充填体3の平面開口部に前記バキュームホースを挿通可能な場合は、マンホールの下方に充填体を充填しても良いが、充填体に大きな平面開口がない場合は、マンホールの下方には充填体を充填しない。   Therefore, in the rainwater storage tank according to the embodiment, it is possible to suck and discharge the sediment accumulated in the sand pool 2C by inserting a vacuum hose or the like from the manhole 8 into the sand pool 2C. If the vacuum hose can be inserted into the planar opening of the filler 3, the filler may be filled below the manhole. However, if the filler does not have a large planar opening, Do not fill the filler.

この発明に係る雨水貯留槽は、前述した一実施形態に限定されるものではない。例えば、貯留槽の面積が比較的に小さい場合には、図2に示した槽底部2は、単一の槽底部材で構成してもよい。また、槽底部2の槽底面2Aは、図8に示すように、貯留槽の長手方向の中央部から両側の一端部および他端部に向かって土砂を誘導するように0〜3%で緩く下降する流動傾斜を備えた山形断面の槽底面2Dに変更してもよい。この場合、貯留槽の長手方向の他端部側にも長手方向の一端部側に形成された排砂溝2Bおよび砂溜まり2Cと同様の排砂溝2Bおよび砂溜まり2Cを形成する。   The rainwater storage tank according to the present invention is not limited to the above-described embodiment. For example, when the area of the storage tank is relatively small, the tank bottom 2 shown in FIG. 2 may be configured by a single tank bottom member. Moreover, 2 A of tank bottom surfaces of the tank bottom part 2 are loosened by 0 to 3% so that earth and sand may be guide | induced toward the one end part and other end part of both sides from the center part of the longitudinal direction of a storage tank, as shown in FIG. You may change into the tank bottom face 2D of the mountain-shaped cross section provided with the flow inclination which descend | falls. In this case, a sand drain groove 2B and a sand reservoir 2C similar to the sand drain groove 2B and the sand reservoir 2C formed on the one end side in the longitudinal direction are also formed on the other end portion side in the longitudinal direction of the storage tank.

また、図2に示した槽底面2Aは、図9に示すように、貯留槽の長手方向と直交する短手方向の両端部から中央部へ向かって土砂を誘導するように0〜3%で緩く下降する流動傾斜を備えた谷形断面の槽底面2Eに変更してもよい。この場合、槽底面2Eの低位部に連続する排砂溝は、貯留槽の長手方向の一端部から他端部へ向かって0〜3%で緩く下降する流動傾斜を備えた排砂溝2Fとし、この排砂溝2Fの低位部に連続する砂溜まり2Gを貯留槽の長手方向の他端部側に形成する。   Moreover, as shown in FIG. 9, the tank bottom 2A shown in FIG. 2 is 0 to 3% so as to guide the earth and sand from both ends in the short direction perpendicular to the longitudinal direction of the storage tank toward the center. You may change into the tank bottom face 2E of the trough-shaped cross section provided with the flow inclination which descend | falls loosely. In this case, the sand removal groove continuing to the lower part of the tank bottom surface 2E is a sand removal groove 2F having a flow slope that gently falls by 0 to 3% from one end to the other end in the longitudinal direction of the storage tank. The sand reservoir 2G continuous to the lower portion of the sand discharge groove 2F is formed on the other end side in the longitudinal direction of the storage tank.

さらに、この発明の雨水貯留槽は、図10に示すような円形の平面形状とし、円形の槽底部の上面の槽底面を中央部から周辺部に向かって土砂を誘導するように0〜3%で緩く下降する流動傾斜を備えた低い円錐状の槽底面2Hとしてもよい。この場合、槽底面2Hの低位部に連続する排砂溝2Jは、槽底面2Hの周囲の片側から反対側に向かって土砂を誘導するように0〜3%で緩く下降する流動傾斜を備えた環状の排砂溝2Jとし、この排砂溝2Jの低位部に連続する砂溜まり2Kを槽底面2Hの周囲に形成する。   Furthermore, the rainwater storage tank according to the present invention has a circular planar shape as shown in FIG. 10, and 0 to 3% so as to guide the earth and sand from the center to the periphery of the tank bottom on the upper surface of the circular tank bottom. It is good also as the low conical tank bottom face 2H provided with the flow inclination which descends gently. In this case, the sand discharge groove 2J continuous to the lower portion of the tank bottom surface 2H has a flow slope that gently falls at 0 to 3% so as to guide the earth and sand from one side around the tank bottom surface 2H to the opposite side. An annular sand removal groove 2J is formed, and a sand pool 2K continuous to the lower portion of the sand removal groove 2J is formed around the tank bottom 2H.

ここで、図8〜図10に示した槽底面2D、2E、2Hは、単一の槽底部材の上面で構成してもよいし、複数のパーツに分割された一群の槽底部材の上面で構成してもよい。   Here, the tank bottom surfaces 2D, 2E, and 2H shown in FIGS. 8 to 10 may be configured by the upper surface of a single tank bottom member, or the upper surface of a group of tank bottom members divided into a plurality of parts. You may comprise.

また、図1に示した周壁部1の内面および槽底部2の下の槽底の地盤を適宜覆う遮水性シート(図示省略)を透水性シートに変更すれば、余剰の雨水を浸透排水可能に貯留する雨水貯留槽を構成することができる。   Moreover, if the water-permeable sheet | seat (illustration omitted) which suitably covers the inner surface of the surrounding wall part 1 shown in FIG. 1 and the ground of the tank bottom under the tank bottom part 2 is changed into a water-permeable sheet, it can permeate and drain excess rain water. The rainwater storage tank to store can be comprised.

この発明における槽底部材により形成される槽底面の形状は、上記実施形態に限定されるものではなく、上記各実施形態の槽底部材を適宜組み合わせて形成することができる。従って、槽底部材により形成される槽底面の形状は、一または複数の砂溜まりへ連続する流動傾斜を有する排砂溝を設け、流動傾斜を有する槽底面の低位部が前記排砂溝に連続する構成であればよい。   The shape of the tank bottom formed by the tank bottom member in the present invention is not limited to the above embodiment, and can be formed by appropriately combining the tank bottom members of the above embodiments. Accordingly, the shape of the bottom surface of the tank formed by the tank bottom member is provided with a sand removal groove having a flow slope continuous to one or a plurality of sand pools, and a lower portion of the tank bottom having a flow slope is continuous with the sand discharge groove. Any configuration can be used.

この発明の一実施形態に係る雨水貯留槽の全体構造を概略的に示す縦断面図である。It is a longitudinal section showing roughly the whole structure of a rainwater storage tank concerning one embodiment of this invention. 一実施形態に係る雨水貯留槽底部材示す斜視図である。It is a perspective view which shows the rainwater storage tank bottom member which concerns on one Embodiment. 図1および図2に示した槽底部材の分解斜視図である。It is a disassembled perspective view of the tank bottom member shown in FIG. 1 and FIG. 図1および図2に示した槽底部材の一つの縦断面図である。It is one longitudinal cross-sectional view of the tank bottom member shown to FIG. 1 and FIG. 図1に示した充填体の構造を示す斜視図である。It is a perspective view which shows the structure of the filling body shown in FIG. 充填体の他の実施形態を示す正面図、斜視図又は断面図である。It is a front view, perspective view, or sectional view showing other embodiments of a filler. 図1に示した蓋体の構造を示す斜視図である。It is a perspective view which shows the structure of the cover body shown in FIG. 図2に示した雨水貯留槽の槽底面の変形例を模式的に示す斜視図である。It is a perspective view which shows typically the modification of the tank bottom face of the rainwater storage tank shown in FIG. 図2に示した雨水貯留槽の槽底面の他の変形例を模式的に示す斜視図である。It is a perspective view which shows typically the other modification of the tank bottom face of the rainwater storage tank shown in FIG. 他の実施形態に係る雨水貯留槽の槽底面を模式的に示す斜視図である。It is a perspective view which shows typically the tank bottom face of the rainwater storage tank which concerns on other embodiment.

符号の説明Explanation of symbols

1 周壁部
2 槽底部
2A 槽底面
2B 排砂溝
2C 砂溜まり
3 充填体
4 蓋体
5 透水性シート
6 礫層
7 土層
8 マンホール
9 筒体
21〜24 槽底部材
1 peripheral wall 2 tank bottom
2A Tank bottom 2B Sand drainage groove 2C Sand pool 3 Filler 4 Lid 5 Water permeable sheet 6 Gravel layer 7 Soil layer 8 Manhole 9 Cylindrical body 21-24 Tank bottom member

Claims (8)

雨水等を利用可能または浸透排水可能に貯留するように構築される貯留槽であって、槽内には合成樹脂により一体成形されている雨水貯留槽底部材において、上面が、一端部から他端部に向かって緩く下降傾斜していることを特徴とする雨水貯留槽底部材。   A storage tank constructed so as to store rainwater or the like so that it can be used or osmotically drained, and in the rainwater storage tank bottom member that is integrally formed with synthetic resin in the tank, the upper surface extends from one end to the other. A rainwater storage tank bottom member characterized by being gently inclined downward toward the part. 槽底部材が面方向に沿って、縦方向および/または横方向に複数に分割されていることを特徴とする請求項1に記載の雨水貯留槽底部材。   The rainwater storage tank bottom member according to claim 1, wherein the tank bottom member is divided into a plurality of parts in the vertical direction and / or the horizontal direction along the surface direction. 槽底部材の下面が開放されたボックス状に成形され、その内部には、左右の側壁部と天板部とを相互に連結する補強リブが一体に成形されていることを特徴とする請求項1または2に記載の雨水貯留槽底部材。   The bottom surface of the tank bottom member is formed into an open box shape, and reinforcing ribs that interconnect the left and right side wall portions and the top plate portion are integrally formed therein. The rainwater storage tank bottom member according to 1 or 2. 槽底部材の天板部に充填体の脚部が挿入される貫通孔が形成されていることを特徴とする請求項1〜3のいずれかに記載の雨水貯留槽底部材。   The rainwater storage tank bottom member according to any one of claims 1 to 3, wherein a through hole into which a leg portion of the filler is inserted is formed in the top plate part of the tank bottom member. 雨水等を利用可能または浸透排水可能に貯留するように構築される貯留槽であって、槽内には空隙形成用の複数の充填体が充填される雨水貯留槽において、土砂の流動傾斜を有する槽底面を形成するように槽底に敷設される槽底部材と、この槽底部材により形成される槽底面の低位部に土砂の流動傾斜を有して連続する排砂溝と、この排砂溝の低位部に連続する砂溜まりと、この砂溜まりから土砂を排出可能な点検口とを備えていることを特徴とする雨水貯留槽。   A storage tank constructed so as to store rainwater or the like so that it can be used or permeated and drained, and in the rainwater storage tank filled with a plurality of fillers for forming gaps, the tank has a flow gradient of earth and sand. A tank bottom member laid on the tank bottom so as to form a tank bottom, a sand discharge groove having a flow slope of earth and sand at a lower portion of the tank bottom formed by the tank bottom member, and the sand discharge A rainwater storage tank comprising: a sand pool continuing to a lower portion of the groove; and an inspection port capable of discharging earth and sand from the sand pool. 槽底部材が槽底の面方向に沿って、縦方向および/または横方向に分割された複数のパーツで構成されていることを特徴とする請求項5に記載の雨水貯留槽。   6. The rainwater storage tank according to claim 5, wherein the tank bottom member is composed of a plurality of parts divided in the vertical direction and / or the horizontal direction along the surface direction of the tank bottom. 槽底部材には、前記充填体に設けられた支持脚が挿入される貫通孔が形成されていることを特徴とする請求項5または6に記載の雨水貯留槽。   The rainwater storage tank according to claim 5 or 6, wherein the tank bottom member is formed with a through hole into which a support leg provided in the filler is inserted. 貯留槽の上部には放水用穴が設けられていることを特徴とする請求項5〜7の何れかに記載の雨水貯留槽。   The rainwater storage tank according to any one of claims 5 to 7, wherein a water discharge hole is provided in an upper part of the storage tank.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007198044A (en) * 2006-01-27 2007-08-09 Shinichiro Hayashi Storage infiltration facility having tilting basic surface
JP2009024417A (en) * 2007-07-20 2009-02-05 Aron Kasei Co Ltd Rainwater permeable pit
CN110624280A (en) * 2019-09-28 2019-12-31 兰州理工大学 Sediment basin that hierarchical sediment was used in turn

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JP2002070091A (en) * 2000-08-31 2002-03-08 Shinichiro Hayashi Water reservoir apparatus and method for constructing the same
JP2002115278A (en) * 2000-10-05 2002-04-19 Shinichiro Hayashi Storage device for water
JP2002129640A (en) * 2000-10-26 2002-05-09 Shinichiro Hayashi Rainwater storage-permeable tank
JP2003201722A (en) * 2001-11-01 2003-07-18 Sekisui Chem Co Ltd Rainwater storage and/or infiltration equipment and filling member used for the same
JP2004019122A (en) * 2002-06-12 2004-01-22 Sekisui Chem Co Ltd Facility for storing and/or permeating rainwater and filling member used for this facility
JP2004052243A (en) * 2002-07-16 2004-02-19 Sekisui Chem Co Ltd Storage and/or permeation facility for rainwater or the like

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Publication number Priority date Publication date Assignee Title
JP2002070091A (en) * 2000-08-31 2002-03-08 Shinichiro Hayashi Water reservoir apparatus and method for constructing the same
JP2002115278A (en) * 2000-10-05 2002-04-19 Shinichiro Hayashi Storage device for water
JP2002129640A (en) * 2000-10-26 2002-05-09 Shinichiro Hayashi Rainwater storage-permeable tank
JP2003201722A (en) * 2001-11-01 2003-07-18 Sekisui Chem Co Ltd Rainwater storage and/or infiltration equipment and filling member used for the same
JP2004019122A (en) * 2002-06-12 2004-01-22 Sekisui Chem Co Ltd Facility for storing and/or permeating rainwater and filling member used for this facility
JP2004052243A (en) * 2002-07-16 2004-02-19 Sekisui Chem Co Ltd Storage and/or permeation facility for rainwater or the like

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007198044A (en) * 2006-01-27 2007-08-09 Shinichiro Hayashi Storage infiltration facility having tilting basic surface
JP2009024417A (en) * 2007-07-20 2009-02-05 Aron Kasei Co Ltd Rainwater permeable pit
CN110624280A (en) * 2019-09-28 2019-12-31 兰州理工大学 Sediment basin that hierarchical sediment was used in turn

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