JP5791287B2 - Rainwater storage facility - Google Patents

Rainwater storage facility Download PDF

Info

Publication number
JP5791287B2
JP5791287B2 JP2011023072A JP2011023072A JP5791287B2 JP 5791287 B2 JP5791287 B2 JP 5791287B2 JP 2011023072 A JP2011023072 A JP 2011023072A JP 2011023072 A JP2011023072 A JP 2011023072A JP 5791287 B2 JP5791287 B2 JP 5791287B2
Authority
JP
Japan
Prior art keywords
rainwater
tank
water
filtration
opening frame
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.)
Active
Application number
JP2011023072A
Other languages
Japanese (ja)
Other versions
JP2012162896A (en
Inventor
文男 原田
文男 原田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Techno Molding Co Ltd
Original Assignee
Sekisui Techno Molding Co Ltd
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 Sekisui Techno Molding Co Ltd filed Critical Sekisui Techno Molding Co Ltd
Priority to JP2011023072A priority Critical patent/JP5791287B2/en
Publication of JP2012162896A publication Critical patent/JP2012162896A/en
Application granted granted Critical
Publication of JP5791287B2 publication Critical patent/JP5791287B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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

Landscapes

  • Sewage (AREA)

Description

本発明は、公園や駐車場、或いは、道路等の地面下に設けられる雨水貯留施設に関するものである。   The present invention relates to a rainwater storage facility provided under a ground such as a park, a parking lot, or a road.

住宅地や道路等に降った雨水は地中に殆ど浸透することなく側溝や排水溝を通じて河川等に排出されているが、集中豪雨のような短時間で多量の降雨が発生すると、道路上に氾濫して交通マヒを引き起こすことになる。このため、従来から公園や駐車場、或いは、道路等の地面下に雨水貯留施設を設けておき、多量の降雨が発生した際には、側溝や排水溝を通じて雨水をこの雨水貯留施設に一旦、貯留しておくことが行われている。   Rainwater that falls on residential areas and roads is discharged into rivers through side ditches and drainage grooves with little penetration into the ground, but if a large amount of rainfall such as torrential rain occurs in a short time, Flooding causes traffic paralysis. For this reason, rainwater storage facilities have been provided under the ground such as parks, parking lots, or roads from the past, and when a large amount of rainfall occurs, rainwater is temporarily returned to this rainwater storage facility through side grooves and drainage grooves. It is done to store.

このような雨水貯留施設としては、例えば、特許文献1に記載されているように、地面を掘り下げることによって形成した貯水凹部内に、雨水を貯留する内部空間を有する樹脂製のブロック体を縦横に敷設すると共に複数段に積み重ねることによって貯水槽を形成すると共に、この貯水槽をシート材や舗装材等の積層被覆材によって被覆してなり、大雨の際には雨水を側溝や排水溝によってこの貯水槽内に導入して貯留している。この際、雨水とともに土砂や石等の固形物が貯水槽内に流入すると、これらの固形物が貯水槽の底に堆積して貯水可能な容積が減少するばかりでなく排水管等が詰まる虞れがあり、また、貯水槽の底に堆積した固形物の除去も困難である。   As such a rainwater storage facility, for example, as described in Patent Document 1, a resin block body having an internal space for storing rainwater in a water storage recess formed by digging the ground vertically and horizontally. A water storage tank is formed by laying and stacking in multiple stages, and the water storage tank is covered with a laminated covering material such as a sheet material or a paving material. It is introduced and stored in the tank. At this time, if solids such as earth and sand and stone flow into the water tank together with rainwater, these solids may accumulate on the bottom of the water tank, reducing the volume of water that can be stored, and clogging the drain pipes and the like. In addition, it is difficult to remove the solid matter accumulated at the bottom of the water tank.

このため、この特許文献1においては、貯水槽に隣接して小規模な沈砂槽を設けることにより、側溝や排水溝からの雨水を一旦、この沈砂槽内に導入して雨水に含まれる石や砂利等の比較的大きな固形物を沈殿、除去すると共に、上記貯水槽内における雨水流入口側にこの雨水流入口側を囲い込むように平面コ字状の仕切壁を配設し、この仕切壁内に上記ブロック体を4個一組として平面矩形状に組み合わせてなるものを多段に積層し且つこれらの積層ブロック体の中央部に上下方向に貫通した作業孔を設けてなる沈殿槽部を形成しておくことによって、貯水槽に隣接して設けている上記沈砂槽では除去することができなかった土砂やシルトと呼ばれる微細成分を沈降させながら雨水をこの沈殿槽部から貯水槽内にオーバーフローさせるように構成している。   For this reason, in this Patent Document 1, by providing a small sand settling tank adjacent to the water storage tank, the rainwater from the side ditch or drainage ditch is once introduced into the sand settling tank and the stones contained in the rainwater A relatively large solid material such as gravel is settled and removed, and a U-shaped partition wall is disposed on the rainwater inlet side in the water storage tank so as to surround the rainwater inlet side. A settling tank part is formed by laminating the above block bodies in a set of four in a flat rectangular shape in multiple layers and providing a work hole penetrating vertically in the center of these laminated block bodies By allowing the rainwater to overflow from the settling tank into the water storage tank while sedimenting fine components called sediment and silt that could not be removed by the sand settling tank provided adjacent to the water storage tank. Like It is configured.

特許第4163088号公報Japanese Patent No. 4163088

しかしながら、このような雨水貯留施設によれば、雨水流入口に隣接して沈殿槽部を形成しているために、流入口側からの側方土圧に対して強度不足となり易く、地震時等において施設の一部崩壊に繋がる虞れがあると共に、流入口側を囲い込むようにして仕切壁を平面コ字状に配設しているため、この貯留槽部内に流入した雨水は仕切壁の三方からオーバーフローして貯水槽内に流れ込むことになる。従って、沈殿槽部内に流入する雨水の量に対して沈殿槽部の容積が十分でなければ、沈殿槽部内で沈殿すべきシルトなどが沈殿することなく攪拌されながら沈殿槽部内から貯水槽側に流出することになる一方、貯水槽部の容積を十分に確保すると沈殿物の回収が困難になるといった問題点がある。   However, according to such a rainwater storage facility, since the sedimentation tank portion is formed adjacent to the rainwater inlet, the strength tends to be insufficient with respect to the side earth pressure from the inlet, such as during an earthquake. Since the partition wall is arranged in a plane U shape so as to enclose the inflow port side, rainwater that has flowed into this storage tank is from three sides of the partition wall. It overflows and flows into the water tank. Therefore, if the volume of the sedimentation tank is not enough with respect to the amount of rainwater flowing into the sedimentation tank, the silt that should be precipitated in the sedimentation tank is stirred without precipitation, and is moved from the sedimentation tank to the water storage tank. On the other hand, there is a problem that it is difficult to collect the precipitate if the volume of the water storage tank is sufficiently secured.

その上、雨水流入口側から沈殿槽部内に導入された雨水を仕切壁からオーバーフローするまで沈殿槽部内に滞留させると、沈殿槽部内の圧力が貯水槽内よりも高くなって仕切壁が破壊する虞れかあり、そのため、仕切壁に複数個の流水口を設けて仕切壁の内外の水位レベルを同じレベルとなるように調整しているが、このような流水口を設けると、土砂やシルト等が沈殿する前にこの流水口から雨水と共に貯水槽側に流出して沈殿槽部内で効果的に沈殿させることができないといった問題点がある。   In addition, if rainwater introduced into the settling tank from the rainwater inlet side is retained in the settling tank until it overflows from the partition wall, the pressure in the settling tank becomes higher than in the water storage tank and the partition wall is destroyed. For this reason, a plurality of water outlets are provided in the partition wall so that the water level inside and outside the partition wall is adjusted to the same level. There is a problem that before the water settles, it flows out from the water outlet to the water tank side together with rain water and cannot be effectively precipitated in the precipitation tank portion.

さらに、仕切壁は上記貯留槽内に積層しているブロック体と沈殿槽部内に積層しているブロック体との間に介入させた状態で配設されているため、保守点検は勿論のこと、取り替えも極めて困難となり、地震等によってその一部が破損してもその破損箇所の確認が難しくてそのまま使用することになって、砂利や泥土、シルト等を沈殿槽部内に沈殿、堆積させるという所期の目的を達成することができなくなる虞れがあり、沈殿槽内に泥土やシルト等が堆積してこの貯留槽の底部に透水シートが敷設している場合には目詰まりによる浸透機能の低下の原因となる。   Furthermore, since the partition wall is disposed between the block body stacked in the storage tank and the block body stacked in the settling tank section, as well as maintenance inspection, It is extremely difficult to replace, and even if part of it is damaged by an earthquake, etc., it is difficult to confirm the damaged part and it will be used as it is, so that gravel, mud, silt, etc. will settle and deposit in the sedimentation tank. If the muddy soil or silt accumulates in the sedimentation tank and a permeable sheet is laid at the bottom of the storage tank, the permeation function is reduced due to clogging. Cause.

本発明は上記のような問題点に鑑みてなされたもので、その目的とするところは、貯水槽内に流れ込む雨水に含まれる土砂やシルト等を雨水から確実且つ能率よく分離させることができると共にその回収、排除も容易に行え、さらに、保守点検等も簡単に行えると共に構造が簡単で容易に且つ強固に施工することができる濾過沈澱槽部を備えた雨水貯留施設を提供することにある。   The present invention has been made in view of the above-described problems, and its object is to reliably and efficiently separate earth and sand, silt, and the like contained in rainwater flowing into a water tank from rainwater. An object of the present invention is to provide a rainwater storage facility including a filtration and sedimentation tank section that can be easily collected and removed, and that can be easily maintained and inspected, and has a simple structure and can be constructed easily and firmly.

上記目的を達成するために、本発明の雨水貯留施設は、請求項1に記載したように、地面を掘削することにより形成した貯水凹部内に雨水を貯留する内部空間を有する雨水貯留ユニット部材を縦横に敷設すると共に複数段に積み重ねることによって貯水槽を形成し、この貯水槽の上面を被覆材によって被覆すると共に貯水槽の一端部側にこの貯水槽外から雨水を導入する雨水流入管を配設してなる雨水貯留施設において、上記雨水貯留ユニット部材は、矩形状の底板に下端が底板から下方に全面的に開口している一定高さの断面等脚台形状の中空山部を複数条、並列状態で突設していて積み重ねた最上段の雨水貯留ユニット部材列における雨水貯留ユニット部材の隣接する中空山部間に設けられた真っ直ぐに連通した貯水空間部内を通じて上記雨水流入管が配管され、その先端部を貯水槽の一端側に面した開口枠の上端開口部を通じて開口枠内に臨ませてあり、さらに、上記貯水槽内の一部に雨水貯留ユニット部材を設けていない平面矩形状の空間部を設けてこの空間部内に四方の面及び上下端が開口している直方体形状の開口枠を挿入、設置していると共にこの開口枠の四方に透水性シートを内張りすることによって濾過沈澱槽部を形成してあり、上記被覆材を貫通して上記濾過沈澱槽部の上記開口枠内に連通する点検口を設けていることを特徴とする。 In order to achieve the above object, a rainwater storage facility according to the present invention comprises a rainwater storage unit member having an internal space for storing rainwater in a water storage recess formed by excavating the ground. A reservoir is formed by laying vertically and horizontally and stacking in multiple stages, and the upper surface of the reservoir is covered with a covering material, and a rainwater inflow pipe for introducing rainwater from outside the reservoir is arranged on one end of the reservoir. In the rainwater storage facility that is provided, the rainwater storage unit member includes a rectangular bottom plate and a plurality of hollow mountain portions having a trapezoidal cross-section with a constant height and having a lower end that is entirely open downward from the bottom plate. In the uppermost rainwater storage unit member row that is projected in a parallel state and stacked, it passes through the inside of the water storage space that communicates straightly between the adjacent hollow ridges of the rainwater storage unit members. Rainwater inflow pipe is a pipe, Yes to face the opening frame through the top opening of the opening frame facing the tip end side of the reservoir, further, the rainwater storage unit member in a portion of the water tank A flat rectangular space not provided is provided, and a rectangular parallelepiped opening frame having open sides and upper and lower ends is inserted and installed in the space, and a water-permeable sheet is provided on all sides of the opening frame. Yes forms a filtered settling tank unit by lining, characterized in that through the dressing is provided with a check port communicating with the opening frame of the filtered settling tank unit.

このように構成した雨水貯留施設において、請求項2に係る発明は、上記開口枠の四方の開口面に透水性シートを内張りしてなる濾過沈澱槽部を貯水槽の中央部に配設していることを特徴とする。   In the rainwater storage facility constructed as described above, the invention according to claim 2 is characterized in that a filtration / precipitation tank portion formed by lining a water-permeable sheet on the four opening surfaces of the opening frame is disposed in the central portion of the water storage tank. It is characterized by being.

請求項3に係る発明は上記開口枠の構造であって、貯水槽内に設けている平面矩形状の空間部の四方の内隅部に沿って貯水槽の内底面から上端に達する高さまでに立設された四本の支柱と、これらの支柱にその四方角部を接した状態にして支柱の長さ方向に一定間隔毎に取付けている矩形枠材とから構成していることを特徴とする。   Invention of Claim 3 is the structure of the said opening frame, Comprising: By the height which reaches the upper end from the inner bottom face of a water storage tank along the four inner corners of the space part of the plane rectangular shape provided in the water storage tank It is composed of four standing pillars and a rectangular frame member attached at regular intervals in the length direction of the pillars with the four corners in contact with these pillars. To do.

請求項に係る発明は、上記濾過沈澱槽部貯水槽の数カ所に配設し、貯水槽外からこれらの濾過沈澱槽部の開口枠内に連通する雨水導入管を貯水槽内の雨水貯留ユニット部材に設けている貯水空間部を通じてそれぞれ配設していることを特徴とする。 Invention, the filtered precipitation tank portion disposed in several places of the water storage tank, rainwater storage in the water tank rainwater inlet tube communicating with the opening frame of the filtration precipitation tank unit from outside the water storage tank according to claim 4 Each unit is arranged through a water storage space provided in the unit member.

また、請求項に係る発明は、上記貯水槽に隣接した地中に側溝や排水溝からの雨水を受け入れる沈砂槽を設け、この沈砂槽から雨水導入管を通じて上記貯水槽内に設けている濾過沈澱槽部に雨水を導入するように構成していることを特徴とする。 Moreover, the invention which concerns on Claim 5 provides the sand-sink tank which accepts the rainwater from a side ditch or a drain ditch in the ground adjacent to the said water tank, and the filtration provided in the said water tank through the rainwater introduction pipe | tube from this sand-sink tank It is characterized by introducing rainwater into the settling tank.

請求項1に記載の発明によれば、地中に掘削された貯水凹部内に多数の雨水貯留ユニット部材を縦横に敷設すると共に積み重ねてなる貯水槽内の一部に、雨水貯留ユニット部材を設けていない平面矩形状の空間部を設けてこの空間部内に四方の面及び上下端が開口している直方体形状の開口枠を挿入、設置していると共にこの開口枠の四方に透水性シートを内張りすることによって濾過沈澱槽部を形成してあり、さらに、この濾過沈澱槽部の開口枠の開口部に貯水槽外から雨水を導入する雨水導入管の吐出口を臨ませているので、この雨水導入管を通じて濾過沈澱槽部内に流入した雨水を濾過沈澱槽部の開口枠に張設している透水シートによって濾過して、この雨水に含まれる土砂やシルト等を雨水から確実且つ能率よく分離させながら貯水槽側に透過させることができ、貯水槽の底部に土砂やシルトを殆ど堆積させることなく長期の使用を可能にし得る雨水貯留設備を提供することができる。   According to the first aspect of the present invention, a storm water storage unit member is provided in a part of a water storage tank in which a number of storm water storage unit members are laid vertically and horizontally in a water storage recess excavated in the ground. A rectangular parallelepiped opening frame with four sides and upper and lower ends opened is inserted and installed in the space, and a permeable sheet is lined on the four sides of the opening frame. In addition, a filtration and precipitation tank section is formed, and the discharge port of the rainwater introduction pipe for introducing rainwater from the outside of the water storage tank faces the opening of the opening frame of the filtration and precipitation tank section. Rainwater that has flowed into the filtration and precipitation tank through the introduction pipe is filtered by a water-permeable sheet stretched on the opening frame of the filtration and precipitation tank, so that earth and sand, silt, etc. contained in this rainwater are reliably and efficiently separated from the rainwater. Water storage Can be transmitted to the side, it is possible to provide a possible and may rainwater storage facilities prolonged use without hardly deposited sediment and silt at the bottom of the reservoir.

さらに、濾過沈澱槽部はその開口枠の四方の面に透水シートを張設してなるものであるから、濾過沈澱槽部内に多量の雨水が流れ込んでも、開口枠の四方の面に張設している透水シート面によって濾過沈澱槽部外の貯水槽内に向かって均等に且つ効率よく濾過処理を行うことができると共にこの濾過沈澱槽部内に滞留中に土砂やシルト等を沈澱させることができ、濾過沈澱槽部の容積が比較的小さくても多量の雨水に対して該雨水に含まれる土砂やシルト等の濾過、沈澱処理が可能となり、また、濾過沈澱槽部から透水性シートによって濾過されて貯水槽内に流入した雨水による水圧と透水シートの外面に作用して濾過沈澱槽部内に滞留しながら上昇する雨水による透水シートの内面に作用する水圧とを互いに相殺させることができ、透水シートが開口枠に内張りされていることと相まって濾過沈澱槽部内の水圧にも十分に耐えることができ、且つ、開口枠が直方体形状に形成されていて保形強度を有しているため、側圧や地震等の振動にも十分に耐えることができる。   Furthermore, since the filtration / sedimentation tank is formed by stretching water-permeable sheets on the four sides of the opening frame, even if a large amount of rainwater flows into the filtration / sedimentation tank, it is stretched on the four sides of the opening frame. The water permeable sheet surface allows the filtration treatment to be performed uniformly and efficiently toward the water storage tank outside the filtration sedimentation tank section, and sediment, silt, etc. can be precipitated while staying in the filtration sedimentation tank section. Even if the volume of the filtration / sedimentation tank is relatively small, it is possible to filter and settle sediment, silt, etc. contained in the rainwater against a large amount of rainwater, and it is filtered from the filtration / sedimentation tank by a permeable sheet. The water pressure acting on the inner surface of the permeable sheet due to the rainwater that rises while acting in the outer surface of the permeable sheet by acting on the outer surface of the permeable sheet due to the rainwater flowing into the water storage tank can be offset. In addition to being lined with the opening frame, it can sufficiently withstand the water pressure in the filtration and precipitation tank section, and the opening frame is formed in a rectangular parallelepiped shape and has a shape retaining strength. Can withstand vibrations such as earthquakes and earthquakes.

その上、濾過沈澱槽部内には雨水貯留ユニット部材等が設けられることなく、その内部が全面的に開放した空間部となっているので、この濾過沈澱槽部の底部に堆積した土砂やシルト等の堆積物の回収、除去作業も点検口を通じて確実且つ能率よく行うことができ、また、濾過沈澱槽部内から開口枠に張設されている透水シートを直視することができるから透水シートの保守点検が容易に且つ確実に行うことができると共に、透水シートが上記のように開口枠に内張りされているので、長期の使用によって透水シートが目詰まりしたり或いは破損等が生じた場合には、作業員が点検口から濾過沈澱槽部内からに入ることによって該透水シートの交換作業が容易に行えるものである。   In addition, there is no rainwater storage unit member or the like in the filtration / sedimentation tank part, and the interior is a completely open space, so that sediment, silt, etc. accumulated at the bottom of the filtration / sedimentation tank part The sediment collection and removal work can be performed reliably and efficiently through the inspection port, and the water permeable sheet stretched on the opening frame from the inside of the filtration and sedimentation tank can be directly viewed, so that the water permeable sheet is maintained and inspected. Can be easily and reliably performed, and the permeable sheet is lined on the opening frame as described above, so if the permeable sheet becomes clogged or damaged due to long-term use, work The water permeable sheet can be easily replaced when an operator enters the filtration and precipitation tank through the inspection port.

また、雨水貯留施設を構築する際して、貯水槽内の一部に雨水貯留ユニット部材を設けていない平面矩形状の空間部を設けておき、この空間部内に四方の面及び上下端が開口している直方体形状の開口枠を挿入、設置することによって濾過沈澱槽部の施工が容易に且つ正確に行え、コストの低減を図ることができる。   In addition, when constructing a rainwater storage facility, a plane rectangular space portion not provided with a rainwater storage unit member is provided in a part of the water tank, and the four sides and upper and lower ends are opened in this space portion. By inserting and installing a rectangular parallelepiped shaped opening frame, the construction of the filtration / precipitation tank can be performed easily and accurately, and the cost can be reduced.

さらに、請求項1に係る発明によれば、上記雨水貯留ユニット部材は、矩形状の底板に下端が底板から下方に全面的に開口している一定高さの断面等脚台形状の中空山部を複数条、並列状態で突設していて積み重ねた最上段の雨水貯留ユニット部材列における雨水貯留ユニット部材の隣接する中空山部間に設けられた真っ直ぐに連通した貯水空間部内を通じて上記雨水流入管が配管され、その先端部を貯水槽の一端側に面した開口枠の上端開口部を通じて開口枠内に臨ませているので、貯水槽外から濾過沈澱槽部までの雨水導入管の配管用空間部を別に設けることなく、雨水貯留ユニット部材の貯水空間部を利用して簡単且つ正確に雨水導入管を濾過沈澱槽部まで配管することができる。 Furthermore, according to the invention which concerns on Claim 1, the said rainwater storage unit member is a rectangular-shaped bottom plate, and a hollow mountain part of the cross-section isosceles trapezoid shape of the fixed height which the lower end opened completely downward from a bottom plate In the uppermost rainwater storage unit member row, the rainwater inflow pipe passes through the straight storage water space provided between the adjacent hollow ridges of the rainwater storage unit member in the uppermost rainwater storage unit member row. Since the front end of the pipe faces the inside of the opening frame through the upper opening of the opening frame facing one end of the water storage tank, the space for piping the rainwater introduction pipe from the outside of the water storage tank to the filtration and precipitation tank section Without providing a separate section, the rainwater introduction pipe can be easily and accurately piped to the filtration and precipitation tank section using the water storage space of the rainwater storage unit member.

さらに、請求項2に係る発明によれば、上記濾過沈澱槽部を貯水槽の中央部に配設しているので、貯水槽に作用する側方土圧の影響を減少させることができると共に濾過された雨水を濾過沈澱槽部の四方より貯水槽内にバランス良く流入させることができる。   Furthermore, according to the invention according to claim 2, since the filtration sedimentation tank section is disposed in the central part of the water storage tank, the influence of the lateral earth pressure acting on the water storage tank can be reduced and the filtration is performed. The rainwater thus made can flow into the water storage tank in a well-balanced manner from the four sides of the filtration and precipitation tank section.

請求項3に係る発明によれば、上記濾過沈澱槽部の開口枠は、貯水槽内に設けている平面矩形状の空間部の四方の内隅部に沿って貯水槽の内底面から上端に達する高さまでに立設された四本の支柱と、これらの支柱にその四方角部を接した状態にして支柱の長さ方向に一定間隔毎に取付けている矩形枠材とから構成しているので、四方の支柱とこれらの矩形枠材とによって直方体形状に強固に枠組みされた開口枠を作製することができると共に四方に内張りされる透水シートを複数の矩形枠材の内面に取付けることによって雨水の濾過時における透水シートに作用する水圧に十分に耐えることができる濾過沈澱槽部を形成することができ、その上、上下に隣接する矩形枠材間から透水シートを大きく露出させて雨水の濾過作用を高めることができる。   According to the invention which concerns on Claim 3, the opening frame of the said filtration sedimentation tank part is on the upper end from the inner bottom face of a water storage tank along the four inner corners of the plane rectangular-shaped space part provided in the water storage tank. It consists of four struts erected up to the height to reach, and a rectangular frame member that is attached at regular intervals in the length direction of the struts with the four corners in contact with these struts Therefore, it is possible to produce an opening frame that is firmly framed in a rectangular parallelepiped shape by the four pillars and these rectangular frame members, and to attach rainwater sheets that are lined in four directions to the inner surfaces of a plurality of rectangular frame members. It is possible to form a filtration / precipitation tank that can sufficiently withstand the water pressure acting on the water-permeable sheet during filtration, and to filter rainwater by exposing the water-permeable sheet to a large area between the upper and lower rectangular frame members. To enhance the action Kill.

また、請求項に係る発明によれば、濾過沈澱槽部を貯水槽の数カ所に配設し、貯水槽外からこれらの濾過沈澱槽部の開口部に連通する雨水導入管を貯水槽内の雨水貯留ユニット部材に設けている貯水空間部を通じてそれぞれ配設しているので、集中豪雨等のように単位時間当たりの降雨量が極めて多くても、複数本の雨水導入管を通じて多量の雨水をそれぞれの濾過沈澱槽部内に分流、導入することができ、これらの濾過沈澱槽部内において多量の雨水の沈殿、濾過処理を短時間で行うことができると共に濾過された雨水を貯水槽内に貯水することができる。 Further, according to the invention according to claim 4 , the filtration / sedimentation tanks are arranged at several locations of the water storage tank, and the rainwater introduction pipes communicating from the outside of the water storage tank to the openings of these filtration / sedimentation tanks are provided in the water storage tank. Since it is arranged through the water storage space provided in the rainwater storage unit member, even if the rainfall per unit time is extremely large, such as torrential rain, etc., a large amount of rainwater can be supplied through multiple rainwater introduction pipes. Can be separated and introduced into the filtration / precipitation tank section, and a large amount of rainwater can be precipitated and filtered in these filtration / precipitation tank sections, and the filtered rainwater can be stored in the storage tank. Can do.

請求項5に係る発明によれば、上記貯水槽に隣接した地中に側溝や排水溝からの雨水を受け入れる沈砂槽を設け、この沈砂槽から雨水導入管を通じて上記貯水槽内に設けている濾過沈澱槽部に雨水を導入するように構成しているので、側溝や排水溝から貯水槽側に流入してくる雨水をこの沈砂槽に流入させることにより、雨水中に含まれている砂利や粘土等の固形物を沈降、堆積させることができ、しかるのち、この沈砂槽から雨水導入管を通じて貯水槽内に設けている上記濾過沈澱槽部内に雨水を導入して、該雨水に含まれている土砂や粘土等を該濾過沈澱槽部内で沈澱させることができると共に、濾過沈澱槽部における開口枠に張設した透水性シートによって雨水を濾過して細かい土砂やシルト等を該透水性シートに捕捉させることができ、貯水槽内には土砂やシルトが殆ど含まれていない雨水を貯留させることができる。 According to the fifth aspect of the present invention, a sand settling tank is provided in the ground adjacent to the water storage tank to receive rainwater from a side ditch or a drainage ditch, and the filtration provided from the sand settling tank to the water storage tank through a rainwater introduction pipe. Since rainwater is introduced into the sedimentation tank, gravel and clay contained in the rainwater are introduced by flowing rainwater that flows into the storage tank from the side ditch and drainage into the storage tank. In this case, rainwater is introduced from the sand basin into the water storage tank through the rainwater introduction pipe and is contained in the rainwater. Sediment and clay can be precipitated in the filtration and sedimentation tank, and rainwater is filtered by the water-permeable sheet stretched on the opening frame in the filtration and precipitation tank to capture fine sediment and silt in the water-permeable sheet. Can be , The water tank can be stored rain water sediment or silt is hardly included.

雨水貯留施設の簡略縦断側面図。A simplified longitudinal side view of a rainwater storage facility. その簡略平面図。The simplified plan view. 雨水貯留施設の拡大縦断側面図。The expanded vertical side view of a rainwater storage facility. 濾過沈澱槽部の一部の拡大斜視図。The expansion perspective view of a part of filtration precipitation tank part. 雨水貯留ユニット部材の斜視図。The perspective view of a rainwater storage unit member. 積み重ねている状態の縦断正面図。The longitudinal section front view of the state which has accumulated. 本発明の別な実施例を示す簡略平面図。The simplified top view which shows another Example of this invention.

次に、本発明の具体的な実施の形態を図面について説明すると、図1〜図3において、雨水貯留施設は、公園等の地面を所定深さ、掘り下げることによって平面長方形状の貯水凹部1を形成すると共にこの貯水凹部2内に雨水を貯留する内部空間を有する平面矩形状で一定厚みを有する合成樹脂製の雨水貯留ユニット部材3を縦横に敷き並べると共に多段に積載することによって形成してなる貯水槽1と、この貯水槽1の上面を被覆した被覆材4と、貯水槽1内の一部にこの貯水槽1の内底面から上端に亘って雨水貯留ユニット部材3が配設されていない平面矩形状の空間部5を設け、この空間部5内に上下端と四方の面に内外に連通する開口部を設けている直方体形状の開口枠7を挿入、設置すると共にこの開口枠7の四方の面に透水性シート8を内張りすることによって形成してなる濾過沈澱槽部6と、上記被覆材4の地表面からこの濾過沈澱槽部6の上端部内に連通した点検口9と、貯水槽1の一端部側に配管されて雨水を貯水槽1外から上記濾過沈澱槽部6における開口枠7の上端開口部に導入する雨水導入管10とから構成されている。   Next, a specific embodiment of the present invention will be described with reference to the drawings. In FIGS. 1 to 3, the rainwater storage facility creates a rectangular rectangular water storage recess 1 by digging the ground such as a park into a predetermined depth. It is formed by laying the rainwater storage unit members 3 made of synthetic resin having a flat rectangular shape having a constant thickness in the water storage recess 2 and having a constant thickness in a horizontal and vertical direction and stacked in multiple stages. The water storage tank 1, the covering material 4 covering the upper surface of the water storage tank 1, and a part of the water storage tank 1 are not provided with the rainwater storage unit member 3 from the inner bottom surface to the upper end of the water storage tank 1. A rectangular rectangular space 5 is provided, and a rectangular parallelepiped opening frame 7 having openings in the space 5 that are connected to the inside and outside is inserted and installed in the space 5. Permeability on all sides A filtration / sedimentation tank 6 formed by lining the tank 8, an inspection port 9 communicating from the ground surface of the coating material 4 to the upper end of the filtration / sedimentation tank 6, and one end of the water storage tank 1 And a rainwater introduction pipe 10 for introducing rainwater from the outside of the water storage tank 1 to the upper end opening of the opening frame 7 in the filtration and precipitation tank section 6.

このように構成している雨水貯留施設の構造をさらに詳述すると、上記貯水凹部2の底面を平坦な水平面に形成したのち、この貯水凹部2の底面から四方の掘削壁面全面に亘って遮水シート11を被覆し、この遮水シート11によって被覆されている貯水凹部2内に上記雨水貯留ユニット部材3を多列、多段に配設することによって貯水槽1を形成してあり、さらに、貯水槽1における他端部側の上端部に貯水槽1内の雨水を外部に排出するための雨水導出管12を連通させている。なお、上記遮水シート11に代えて透水シートを敷設してもよい。   The structure of the rainwater storage facility constructed as described above will be described in more detail. After the bottom surface of the water storage recess 2 is formed on a flat horizontal surface, the water is shielded from the bottom surface of the water storage recess 2 to the entire surface of the four excavation walls. A water storage tank 1 is formed by covering the sheet 11 and arranging the rainwater storage unit members 3 in multiple rows and multiple stages in the water storage recess 2 covered by the water shielding sheet 11. A rainwater lead-out pipe 12 for discharging rainwater in the water storage tank 1 to the outside is communicated with an upper end portion on the other end side of the tank 1. A water permeable sheet may be laid instead of the water shielding sheet 11.

貯水槽1を構成する上記雨水貯留ユニット部材3としては、例えば、図5、図6に示すように、平面矩形状の底板部31に、下端がこの底板部31から下方に全面的に開口している一定高さの断面等脚台形状の中空山部32を前後方向又は左右方向に一定間隔毎に複数個、その長さ方向の両端が底板部31の互いに平行な辺に至るまで突設していると共に、これらの中空山部32の上端面に平面長方形状の突出頂部32a を中空山部32と同一間隔毎に突設してあり、これらの突出頂部32a の長さは中空山部32の下端部の開口幅に等しく形成されていて、下段に配した雨水貯留ユニット部材3に対して上段の雨水貯留ユニット部材3をその中空山部32を互いに直角になるように積み重ねた際に、下段の雨水貯留ユニット部材3の中空山部32における突出頂部32a が上段の雨水貯留ユニット部材3の中空山部32の下端開口部に嵌合し、且つ、該中空山部32の傾斜壁の両側下端面が下段の雨水貯留ユニット部材3の中空山部32の上面に支持させた状態にして正確に且つ確実に積み重ねられるように構成している。   For example, as shown in FIGS. 5 and 6, the rainwater storage unit member 3 constituting the water storage tank 1 has a bottom plate portion 31 having a flat rectangular shape and a lower end that opens downward from the bottom plate portion 31. A plurality of hollow ridges 32 having a constant height cross-section with a constant height in the front-rear direction or the left-right direction at regular intervals, and projecting until both ends in the length direction reach parallel sides of the bottom plate part 31. In addition, projecting tops 32a having a planar rectangular shape are provided on the upper end surfaces of these hollow ridges 32 at the same interval as the hollow ridges 32, and the lengths of these projecting ridges 32a are the hollow ridges. When the upper rainwater storage unit member 3 is stacked so that the hollow ridges 32 are perpendicular to each other, the upper rainwater storage unit member 3 is formed so as to be equal to the opening width of the lower end portion of 32. The protruding top portion 32a of the hollow mountain portion 32 of the lower rainwater storage unit member 3 is the upper step. It fits into the lower end opening of the hollow peak portion 32 of the rainwater storage unit member 3, and both lower end surfaces of the inclined wall of the hollow peak portion 32 are supported on the upper surface of the hollow peak portion 32 of the lower rainwater storage unit member 3. In such a state, it is configured to be stacked accurately and reliably.

さらに、全ての突出頂部32a には、中空山部32内に連通する数個の通水孔34が穿設されていると共に隣接する中空山部32、32間の中空谷部を一定幅を有する真っ直ぐな凹溝からなる貯水空間部35に形成されている。   Further, all the projecting top portions 32a are provided with several water passage holes 34 communicating with the inside of the hollow ridge portion 32, and the hollow valley portion between the adjacent hollow ridge portions 32, 32 has a constant width. It is formed in the water storage space part 35 which consists of a straight groove.

このように構成した雨水貯留ユニット部材3を多数個、まず、貯水凹部2の底面に敷設している遮水シート11上に全ての雨水貯留ユニット部材3をその中空山部32が互いに直列状に連なるように貯水凹部2の全面に亘って縦横に設置して一段目の雨水貯留ユニット部材列を形成する。この際、この雨水貯留ユニット部材列の一部に、例えば、貯水凹部2の中央部に、雨水貯留ユニット部材3が設けていない空間部を設ける。この空間部5は、雨水貯留ユニット部材一個分に相当する広さ(1000mm角程度)に形成されている。   A large number of rainwater storage unit members 3 configured in this way, first, all the rainwater storage unit members 3 are arranged in series with each other on the water shielding sheet 11 laid on the bottom surface of the water storage recess 2. It is installed vertically and horizontally over the entire surface of the water storage recess 2 so as to be continuous to form a first-stage rainwater storage unit member row. At this time, a space where the rainwater storage unit member 3 is not provided is provided in a part of the rainwater storage unit member row, for example, in the center of the water storage recess 2. The space 5 is formed in a width (about 1000 mm square) corresponding to one rainwater storage unit member.

同様にして、この一段目の雨水貯留ユニット部材列の全ての雨水貯留ユニット部材3上に、二段目となる多数個の雨水貯留ユニット部材3を、順次、その中空山部32を下段の雨水貯留ユニット部材3の中空山部32に直交するように重ね合わせて、その中空山部32の下端開口部を下段の雨水貯留ユニット部材3の中空山部32における突出頂部32a に被嵌させることにより二段目の雨水貯留ユニット部材列を形成する。この際、この二段目の雨水貯留ユニット部材列にも一段目の雨水貯留ユニット部材列における上記雨水貯留ユニット部材3が設けられていない空間部上に同じくこの空間部に重なるようにして雨水貯留ユニット部材3を設けていない空間部を形成する。   Similarly, a large number of second-stage rainwater storage unit members 3 are sequentially placed on all the rainwater storage unit members 3 in the first-stage rainwater storage unit member row, and the hollow ridges 32 are disposed in the lower-stage rainwater. By superimposing the storage unit member 3 so as to be orthogonal to the hollow crest portion 32, the lower end opening of the hollow crest portion 32 is fitted onto the protruding top 32a of the hollow crest portion 32 of the lower rainwater storage unit member 3. A second-stage rainwater storage unit member row is formed. At this time, the second stage rainwater storage unit member row also has a rainwater reservoir so as to overlap the space portion on the space portion where the rainwater storage unit member 3 in the first stage rainwater storage unit member row is not provided. A space where no unit member 3 is provided is formed.

このように、下段の雨水貯留ユニット部材3上に上段の雨水貯留ユニット部材3を互いにその中空山部32、32を直角にして重ね合わせ、且つ、これらの雨水貯留ユニット部材列の一部に雨水貯留ユニット部材3が設けられていない矩形状の空間部を形成してながら貯水凹部2の上端近傍部にまで多数段、積み重ねることによりその一部に貯水凹部2の底面に敷設している遮水シート11の上面から貯水凹部2の上端近傍部に至るまで、雨水貯留ユニット部材3が設けられていない平面矩形状の空間部5を有する貯水槽1を築造する。   In this manner, the upper rainwater storage unit member 3 is superposed on the lower rainwater storage unit member 3 so that the hollow ridges 32 and 32 are perpendicular to each other, and the rainwater storage unit member row is covered with rainwater. Water shielding which forms a rectangular space where no storage unit member 3 is provided and is stacked on the bottom surface of the water storage recess 2 in a part of the water storage recess 2 by stacking a number of steps up to the vicinity of the upper end of the water storage recess 2 From the upper surface of the sheet 11 to the vicinity of the upper end of the water storage recess 2, a water storage tank 1 having a planar rectangular space 5 in which no rainwater storage unit member 3 is provided is constructed.

しかるのち、この貯水槽1における上記空間部5内に、四方の開口面の内面に、図4に示すように、濾過シート材(フィルター材)からなる透水性シート8を上端部を除いて略全面的に張設してなる直方体形状の開口枠7を挿入、設置することにより濾過沈澱槽部6を形成している。なお、開口枠7の四方の開口面に透水性シート8を全面的に張設しておき、この透水性シート8の上端部を部分的に切除して雨水をオーバーフローさせる溢流空間部を形成しておいてもよい。また、濾過沈澱槽部6内に流入する雨水の単位当たりの流入量よりも上記開口枠の四方に張設した透水性シート8により濾過処理される雨水の量が多い場合には透水性シート8を開口枠7の四方の開口面全面に張設しておけばよい。   After that, in the space 5 in the water tank 1, a water-permeable sheet 8 made of a filter sheet material (filter material) is formed on the inner surfaces of the four open surfaces except for the upper end portion as shown in FIG. 4. A filtration and precipitation tank section 6 is formed by inserting and installing a rectangular parallelepiped opening frame 7 that is stretched over the entire surface. In addition, the water-permeable sheet 8 is stretched over the entire opening surface of the opening frame 7 and the upper end portion of the water-permeable sheet 8 is partially cut to form an overflow space that overflows rainwater. You may keep it. Further, when the amount of rainwater filtered by the water-permeable sheet 8 stretched on the four sides of the opening frame is larger than the amount of rainwater flowing into the filtration / sedimentation tank section 6 per unit, the water-permeable sheet 8 is used. May be stretched over the entire opening surface of the four sides of the opening frame 7.

開口枠7は、空間部5の四隅部に沿ってこの空間部7の深さに等しい高さを有する4本の支柱7aと、長さが隣接する支柱7a、7a間の長さに等しい棒状の枠材を4本、組み合わせることによってこれらの支柱7aを囲繞し得る大きさに形成された平面矩形状の複数個の矩形枠材7bとからなり、これらの矩形枠材7bをその四隅部の直角な内面をそれぞれ四方の支柱7aの直角な外面に接した状態にしてビス等により支柱7aに固定することによって支柱7aの長さ方向に一定間隔毎に取付けてなる構造を有し、上下端は略全面的に開口している。   The opening frame 7 is formed in a bar shape having four columns 7a having a height equal to the depth of the space 7 along the four corners of the space 5 and the length between the adjacent columns 7a and 7a. The four frame members are combined to form a plurality of rectangular frame members 7b having a rectangular shape formed so as to surround the support columns 7a. The rectangular frame members 7b are formed at the four corners. It has a structure in which the right inner surface is in contact with the right outer surface of the four columns 7a and fixed to the columns 7a with screws or the like, and is attached at regular intervals in the length direction of the columns 7a. Is open almost entirely.

この開口枠7の四方の面に張設している透水性シート8は、不織布、又はランダムに並列しているスプリットヤーンを直交させた状態にしてその重ね合わせ部を熱融着することにより多数の小さな透水孔を形成してなる割り布等からなり、この透水性シート8を開口枠7の四方の開口面に重ね合わせて矩形枠材7bと対向した部分を該矩形枠材7bの内面に内張りすることによって取付けられている。なお、開口枠7に対する透水性シート8の内張り構造としては、例えば、矩形枠材7aの内面に複数個の係止ピン(図示せず)を突設しておき、この係止ピンを透水性シート8に貫通させることによって透水性シート8を開口枠7に着脱自在に張設した構造を採用することができ、また、その他の取付部材を採用してもよく、或いは、接着剤を使用して剥離可能に貼着してもよい。   A large number of water-permeable sheets 8 stretched on the four sides of the opening frame 7 are obtained by heat-sealing the overlapping portions in a state in which nonwoven fabrics or randomly split yarns arranged in parallel are orthogonal to each other. The water-permeable sheet 8 is superposed on the four opening surfaces of the opening frame 7 and the portion facing the rectangular frame material 7b is formed on the inner surface of the rectangular frame material 7b. Installed by lining. In addition, as the lining structure of the water-permeable sheet 8 with respect to the opening frame 7, for example, a plurality of locking pins (not shown) are projected from the inner surface of the rectangular frame material 7a, and the locking pins are made water-permeable. A structure in which the water-permeable sheet 8 is detachably stretched on the opening frame 7 by being penetrated through the sheet 8 can be employed, other mounting members can be employed, or an adhesive is used. And may be attached in a peelable manner.

一方、上記貯水槽1の一端部側における貯水槽1外の地中から上記濾過沈澱槽部6における開口枠7の上端開口部に亘って雨水導入管10を配設している。この雨水導入管10の配管構造は、上記最上段の雨水貯留ユニット部材列における雨水貯留ユニット部材3の隣接する中空山部32、32間に設けられた真っ直ぐに連通した貯水空間部35内を通じて配管され、その先端部を貯水槽1の一端側に面した開口枠7の一つの面の上端開口部を通じて開口枠7内にその吐出口を臨ませていると共にこの雨水導入管10の基端部側は貯水凹部2の四方の掘削壁面を被覆している上記遮水シート11における貯水槽1の一端側のシート部の上端部を貫通して貯水槽1外の地中に埋設されている。   On the other hand, a rainwater introduction pipe 10 is arranged from the ground outside the water storage tank 1 on one end side of the water storage tank 1 to the upper end opening of the opening frame 7 in the filtration and precipitation tank section 6. This rainwater introduction pipe 10 has a piping structure through a straight water storage space 35 provided between adjacent hollow ridges 32, 32 of the rainwater storage unit member 3 in the uppermost rainwater storage unit member row. The discharge port faces the inside of the opening frame 7 through the upper end opening of one surface of the opening frame 7 facing the one end side of the water storage tank 1 and the base end of the rainwater introduction pipe 10 The side is buried in the ground outside the water tank 1 through the upper end portion of the sheet portion on one end side of the water tank 1 in the water shielding sheet 11 covering the four excavated wall surfaces of the water reservoir recess 2.

この雨水導入管10の基端は側溝や排水溝側に直接、連通させておいてもよいが、図3に示すように、上記貯水槽1の一端側に隣接した地中に、側溝や排水溝からの雨水を受け入れる沈砂槽13を設けておき、この沈砂槽13に該雨水導入管10の基端部を連通させておくことが好ましい。沈砂槽13から濾過沈澱槽部6における開口枠7まで雨水導入管10を配管するに際して、この雨水導入管10を配管するための上記雨水貯留ユニット部材3における隣接する中空山部32、32間の貯水空間部35が小さくて大径の雨水導入管の配管が困難である場合には、沈砂槽13から濾過沈澱槽部6間に亘って数本の雨水導入管10を配管すればよい。図中、14は側溝や排水溝から雨水を沈砂槽13の上端部内に導入するための雨水流入管である。   The base end of the rainwater introduction pipe 10 may be directly connected to the side groove or drainage groove side, but as shown in FIG. It is preferable that a sand settling tank 13 for receiving rainwater from the groove is provided, and the base end portion of the rainwater introduction pipe 10 is communicated with the sand settling tank 13. When the rainwater introduction pipe 10 is piped from the sand settling tank 13 to the opening frame 7 in the filtration / precipitation tank section 6, between the adjacent hollow mountain parts 32, 32 in the rainwater storage unit member 3 for piping the rainwater introduction pipe 10. If the water storage space 35 is small and it is difficult to pipe a large-diameter rainwater introduction pipe, several rainwater introduction pipes 10 may be piped between the sand settling tank 13 and the filtration settling tank section 6. In the figure, reference numeral 14 denotes a rainwater inflow pipe for introducing rainwater into the upper end of the sand settling tank 13 from a side groove or a drainage groove.

上記貯水槽1における最上段の雨水貯留ユニット部材列の上面全面、及び、濾過沈澱槽部6の上端開口部上には、上下方向に貫通した多数の小さな通水孔15a (図6に示す)を有する仕切板15を縦横に敷設して補強層を形成していると共にこの補強層を介して貯水槽1を被覆材4によって被覆している。被覆材4としては、補強層上に敷設した透水性シート4aとこの透水性シート4a上に設けた土砂層等からなる透水性舗装層4bとからなり、降雨時には雨水を上この舗装層4bから透水性シート4a、補強層を構成している仕切板15に設けた通水孔15a を通過させて貯水槽1内に浸入させように構成しているが、透水性舗装層4bに代えてアスファルト舗装層を、透水シート4aに代えて遮水シートをそれぞれ採用してもよく、この場合には、仕切板15に通水孔15a を設けておく必要はない。   On the entire upper surface of the uppermost rainwater storage unit member row in the water storage tank 1 and on the upper end opening of the filtration / sedimentation tank section 6, a large number of small water holes 15a penetrating in the vertical direction (shown in FIG. 6). A reinforcing plate is formed by laying the partition plate 15 having the vertical and horizontal directions, and the water storage tank 1 is covered with the covering material 4 through the reinforcing layer. The covering material 4 includes a water permeable sheet 4a laid on the reinforcing layer and a water permeable pavement layer 4b composed of a soil layer provided on the water permeable sheet 4a. Permeable sheet 4a and water penetration hole 15a provided in partition plate 15 constituting the reinforcing layer are made to pass through water storage tank 1, but asphalt instead of permeable pavement layer 4b As the pavement layer, a water shielding sheet may be employed instead of the water permeable sheet 4a. In this case, it is not necessary to provide the water flow holes 15a in the partition plate 15.

上記仕切板15は雨水貯留ユニット部材3と嵌合する形状となった矩形形状板からなり、最上段の全ての雨水貯留ユニット部材3の上面に重ねていると共に、濾過沈澱槽部6の上端開口部上に敷設している仕切板15の中央部には開口枠7内に連通した作業員が出入り可能な大きさを有する円形孔或いは矩形孔からなる通孔15b を設けてあり、この通孔15b 上の被覆材4の部分を排除して地表面からこの通孔15b に連通する点検口9を形成し、この点検口9の上端開口部を蓋体16によって開閉可能に閉止している。なお、濾過沈澱槽部6の上端開口部上に複数個の仕切板15を配設している場合には、この濾過沈澱槽部6を構成している開口枠7の上端開口部に縦横に数本の水平補強フレーム(図示せず)を取付けて、これらの水平補強フレーム上と開口枠7の上端面とに仕切板15を下面を受止させ、舗装層上に係る載荷重を支持するように構成している。この場合、組み合わせれた仕切板15の中央部に上記点検口9を連通させた通孔15b を設けている。 The partition plate 15 is a rectangular plate that fits into the rainwater storage unit member 3, and overlaps the upper surface of all the uppermost rainwater storage unit members 3, and the upper end opening of the filtration sedimentation tank section 6. A through-hole 15b made of a circular hole or a rectangular hole having a size allowing an operator communicating with the inside of the opening frame 7 to enter and exit is provided at the center of the partition plate 15 laid on the part. An inspection port 9 communicating from the ground surface to the through hole 15b is formed by removing the portion of the covering material 4 on 15b, and the upper end opening of the inspection port 9 is closed by a lid 16 so as to be opened and closed. When a plurality of partition plates 15 are disposed on the upper end opening of the filtration / precipitation tank section 6, the upper and lower openings of the opening frame 7 constituting the filtration / precipitation tank section 6 are arranged vertically and horizontally. Several horizontal reinforcement frames (not shown) are attached, and the partition plate 15 is received on the horizontal reinforcement frames and the upper end surface of the opening frame 7 to support the load applied on the pavement layer. It is configured as follows. In this case, a through hole 15b through which the inspection port 9 is communicated is provided at the center of the combined partition plate 15.

このように構成した雨水貯留施設の作用を説明すると、降雨時において側溝や排水溝に流入した雨水は、上記流入管14内を通じて沈砂槽13内に送り込まれてこの沈砂槽13内で比較的大きな石や土砂の塊等の固形物が沈砂槽13の底部に沈降すると共に砂利や小さな異物等の固形物の一部も沈降して沈砂槽13の底部に堆積する。堆積した固形物は後日、地上側から吸引ホース等を使用して吸入、排除される。   The operation of the rainwater storage facility constructed as described above will be described. Rainwater that has flowed into the side ditch and drainage ditch at the time of rainfall is sent into the sand settling tank 13 through the inflow pipe 14 and is relatively large in the sand settling tank 13. Solids such as stones and lumps of sediment settle on the bottom of the sand settling tank 13 and part of the solids such as gravel and small foreign matter also settle and accumulate on the bottom of the sand settling tank 13. The accumulated solid matter is inhaled and removed at a later date using a suction hose from the ground side.

一方、雨水に含まれる細かい土砂やシルトは雨水導入管10内に流入し、この雨水導入管10を配設している貯水槽1の雨水貯留ユニット部材列における貯水空間部35を通じて貯水槽1内に設けている濾過沈澱槽部6内に流出する。   On the other hand, fine earth and sand and silt contained in rainwater flow into the rainwater introduction pipe 10 and enter the water tank 1 through the water storage space 35 in the rainwater storage unit member row of the water tank 1 in which the rainwater introduction pipe 10 is disposed. It flows out in the filtration precipitation tank part 6 provided in this.

流入する雨水が少量の場合、濾過沈澱槽部6内に流入した雨水は、濾過沈澱槽部6の開口枠7の四方の開口面に張設している透水性シート8により細かい土砂やシルトを濾過されながら濾過沈澱槽部6の四方から雨水貯留ユニット部材3を多列、多段に配設している貯水槽1内に浸入し、雨水貯留ユニット部材3の貯水空間部内に貯留される。   When the amount of rainwater flowing in is small, the rainwater that has flowed into the filtration / sedimentation tank 6 is finely soiled or silted by the water-permeable sheet 8 stretched on the four openings of the opening frame 7 of the filtration / settlement tank 6. While being filtered, the rainwater storage unit members 3 enter the water storage tanks 1 arranged in multiple rows and stages from four sides of the filtration and precipitation tank unit 6 and are stored in the water storage space of the rainwater storage unit member 3.

流入する雨水が多量の場合、濾過沈澱槽部6内に流入した雨水は、濾過沈澱槽部6内に一旦、滞留してその水位を上昇させながら滞留中に土砂等を沈澱させると共に濾過沈澱槽部6の開口枠7の四方の開口面に張設している透水性シート8により細かい土砂やシルトを濾過されながら濾過沈澱槽部6の四方から雨水貯留ユニット部材3を多列、多段に配設している貯水槽1内に浸入し、雨水貯留ユニット部材3の貯水空間部内に貯留される。   When there is a large amount of rainwater flowing in, the rainwater that has flowed into the filtration / sedimentation tank 6 once stays in the filtration / sedimentation tank 6 and sediments sediment and the like while the water level rises, and the sedimentation tank. The rainwater storage unit members 3 are arranged in multiple rows and multiple stages from the four sides of the filtration sedimentation tank 6 while fine earth and sand and silt are filtered by the water-permeable sheet 8 stretched on the four sides of the opening frame 7 of the portion 6. It enters into the water storage tank 1 provided and is stored in the water storage space of the rainwater storage unit member 3.

この際、濾過沈澱槽部6における開口枠7の四方の開口面に張設している透水性シート8による雨水の濾過処理量が雨水導入管10から濾過沈澱槽部6に流入する雨水の量に等しいか又はこの量よりも多く処理できる場合には、濾過沈澱槽部6の内外における貯水槽1内の水位が等しくなりながら上昇し、雨水が濾過沈澱槽部6からオーバーフローすることなく貯水槽1に貯留され、雨水導出管12を通じ排水槽17でオリフィス18により流量が調節され徐々に排水管19より河川等に排出される。   At this time, the amount of rainwater filtered by the water-permeable sheet 8 stretched on the four opening surfaces of the opening frame 7 in the filtration / sedimentation tank 6 is the amount of rainwater flowing into the filtration / sedimentation tank 6 from the rainwater introduction pipe 10. Or more than this amount, the water level in the water storage tank 1 in the inside and outside of the filtration sedimentation tank section 6 rises while being equal, and the rainwater does not overflow from the filtration sedimentation tank section 6 and the water storage tank 1, the flow rate is adjusted by the orifice 18 in the drainage tank 17 through the rainwater outlet pipe 12, and is gradually discharged from the drainage pipe 19 to the river or the like.

一方、濾過沈澱槽部6における開口枠7の四方の開口面に張設している透水性シート8による雨水の濾過処理量が雨水導入管10から濾過沈澱槽部6に流入する雨水の量よりも少ない場合には、濾過沈澱槽部6内の水位がこの濾過沈澱槽部6外の貯水槽1の水位に先行しながら上昇し、最上段の雨水貯留ユニット部材列に雨水が貯留される前に濾過沈澱槽部6内が満杯となって濾過沈澱槽部6の上部より、オーバーフローし貯水槽1内に流れ込み、雨水導出管12を通じ排水槽17でオリフィス18により流量が調節され徐々に排水管19より河川等に排出される。また、貯水槽1内に雨水が満杯になった場合は、排水槽17に設けてある余水吐20よりオーバーフローし、排水管19を通じ河川等に排出される。   On the other hand, the amount of rainwater filtered by the water-permeable sheet 8 stretched on the four opening surfaces of the opening frame 7 in the filtration / sedimentation tank 6 is greater than the amount of rainwater flowing into the filtration / settlement tank 6 from the rainwater introduction pipe 10. In the case where the water level is too low, the water level in the filtration / sedimentation tank unit 6 rises prior to the water level of the water storage tank 1 outside the filtration / sedimentation tank unit 6, and before rainwater is stored in the uppermost rainwater storage unit member row. The inside of the filtration / sedimentation tank 6 becomes full and overflows from the upper part of the filtration / sedimentation tank 6 and flows into the water storage tank 1, and the flow rate is adjusted by the orifice 18 in the drainage tank 17 through the rainwater outlet pipe 12 and gradually drained. 19 is discharged into rivers. Further, when the rainwater becomes full in the water storage tank 1, it overflows from the spillway 20 provided in the drainage tank 17 and is discharged to a river or the like through the drainage pipe 19.

さらに、排水槽17内にボンプを設置し、貯留水を汲み上げて公園やグランド等への散水などに使用することもできる。また、濾過沈澱槽部6の底部内に沈澱、堆積している砂利や泥土等の固形物を排除する際には、作業ができる程度まで貯水槽1内の雨水を排水したのち、地上側から点検口9を通じて吸込管(図示せず)を挿入し、上記砂利や泥土等を吸引、除去する。   Furthermore, a pump can be installed in the drainage tank 17, and the stored water can be pumped up and used for watering a park or the ground. Also, when removing solids such as gravel and mud that have settled and accumulated in the bottom of the filtration sedimentation tank 6, drain the rainwater in the water storage tank 1 to the extent that the work can be performed, and then from the ground side. A suction pipe (not shown) is inserted through the inspection port 9, and the gravel and mud are sucked and removed.

また、濾過沈澱槽部6における開口枠7に内張りされている透水性シート8が土砂やシルト等によって目詰まりして濾過機能が低下した場合には、この透水性シート8を開口枠7から取り外して貯水槽1内に積層している雨水貯留ユニット部材3に面した側から逆洗することにより該透水性シート8に捕捉されている土砂やシルトを洗い落としたのち、再び、開口枠7に内張りして再使用する一方、長期の使用によって透水性シート8が洗浄にもかかわらず濾過能力が回復しなかったり或いは、破損等が生じたりした場合には、濾過沈澱槽部6内に昇降台等を設置して作業員により、透水性シート8の交換、張り替え作業を行う。   In addition, when the water-permeable sheet 8 lining the opening frame 7 in the filtration / sedimentation tank section 6 is clogged with earth or sand or silt and the filtration function is lowered, the water-permeable sheet 8 is removed from the opening frame 7. After washing away dirt and silt trapped in the water-permeable sheet 8 by backwashing from the side facing the rainwater storage unit member 3 stacked in the water storage tank 1, the lining is again placed on the opening frame 7. On the other hand, when the water-permeable sheet 8 does not recover or is damaged due to long-term use even though the water-permeable sheet 8 is washed, a lifting platform or the like is provided in the filtration settling tank 6. And the water permeable sheet 8 is exchanged and replaced by an operator.

なお、以上の実施例においては、濾過沈澱槽部6を貯水槽1内の一箇所に設けているが図7に示すように数箇所に設けおいてもおき、これらの濾過沈澱槽部6、6、6に沈砂槽13から貯水槽1の最上段の雨水貯留ユニット部材列における貯水空間部35を通じてそれぞれ、雨水導入管14を配管すると共にこれらの濾過沈澱槽部6、6、6の上方における被覆材4の部分に地上側から各濾過沈澱槽部6、6、6に連通する点検口9、9、9をそれぞさ形成しておいてもよく、このように構成しておくと、これらの濾過沈澱槽部6、6、6内において多量の雨水の沈殿、濾過処理が短時間で可能となると共に、貯水槽1内に短時間で多量の雨水を貯水することができる。   In addition, in the above Example, although the filtration precipitation tank part 6 is provided in one place in the water storage tank 1, as shown in FIG. 7, it may be provided in several places, These filtration precipitation tank parts 6, 6 and 6, a rainwater introduction pipe 14 is piped from the sand settling tank 13 through the water storage space 35 in the uppermost rainwater storage unit member row of the water tank 1 and above the filtration settling tank parts 6, 6, 6. Inspection ports 9, 9, and 9 communicating with the respective filtration and precipitation tank sections 6, 6, and 6 from the ground side may be formed in the covering material 4 respectively, and if configured in this way, A large amount of rainwater can be precipitated and filtered in these filtration / precipitation tank sections 6, 6, 6, and a large amount of rainwater can be stored in the water storage tank 1 in a short time.

1 貯水槽
2 貯水凹部
3 雨水貯留ユニット部材
4 被覆材
6 濾過沈澱槽部
7 開口枠
8 透水性シート
9 点検口
10 雨水導入管
11 遮水シート
12 雨水導出管
13 沈砂槽
14 雨水流入管
15 仕切板
16 蓋体
17 排水槽
18 オリフィス
19 排水管
20 余水吐
DESCRIPTION OF SYMBOLS 1 Water storage tank 2 Water storage recessed part 3 Rainwater storage unit member 4 Coating | covering material 6 Filtration precipitation tank part 7 Opening frame 8 Water-permeable sheet 9 Inspection port
10 Rainwater introduction pipe
11 Water shielding sheet
12 Rainwater outlet pipe
13 Settling tank
14 Rainwater inflow pipe
15 divider
16 Lid
17 Drainage tank
18 Orifice
19 Drain pipe
20 Spillway

Claims (5)

地面を掘削することにより形成した貯水凹部内に雨水を貯留する内部空間を有する雨水貯留ユニット部材を縦横に敷設すると共に複数段に積み重ねることによって貯水槽を形成し、この貯水槽の上面を被覆材によって被覆すると共に貯水槽の一端部側にこの貯水槽外から雨水を導入する雨水流入管を配設してなる雨水貯留施設において、上記雨水貯留ユニット部材は、矩形状の底板に下端が底板から下方に全面的に開口している一定高さの断面等脚台形状の中空山部を複数条、並列状態で突設していて積み重ねた最上段の雨水貯留ユニット部材列における雨水貯留ユニット部材の隣接する中空山部間に設けられた真っ直ぐに連通した貯水空間部内を通じて上記雨水流入管が配管され、その先端部を貯水槽の一端側に面した開口枠の上端開口部を通じて開口枠内に臨ませてあり、さらに、上記貯水槽内の一部に雨水貯留ユニット部材を設けていない平面矩形状の空間部を設けてこの空間部内に四方の面及び上下端が開口している直方体形状の開口枠を挿入、設置していると共にこの開口枠の四方に透水性シートを内張りすることによって濾過沈澱槽部を形成してあり、上記被覆材を貫通して上記濾過沈澱槽部の上記開口枠内に連通する点検口を設けていることを特徴とする雨水貯留施設。 A rainwater storage unit member having an internal space for storing rainwater is laid vertically and horizontally in a water storage recess formed by excavating the ground, and a water tank is formed by stacking in multiple stages, and the upper surface of this water tank is covered with a covering material In the rainwater storage facility in which a rainwater inflow pipe for introducing rainwater from the outside of the water tank is provided on one end side of the water tank, the rainwater storage unit member has a rectangular bottom plate and a lower end from the bottom plate. The rainwater storage unit member of the uppermost rainwater storage unit member row in which a plurality of hollow crests having a constant height cross-section with a constant height opening in a downward direction and protruding in a parallel state are stacked. The rainwater inflow pipe is piped through the straight water storage space provided between the adjacent hollow ridges, and the upper end opening of the opening frame faces the one end of the water storage tank. Through Yes to face in the opening frame, the further square faces and upper and lower ends to the space portion provided space portion plane rectangular not provided with rainwater storage unit member in the water tank is opened to insert the opening frame of the rectangular shape is, Yes to form a filtered settling tank unit by lining the water permeable sheet in all directions of the opening frame with are installed, the filtered precipitate through the dressing A rainwater storage facility characterized in that an inspection port communicating with the inside of the opening frame of the tank portion is provided. 開口枠の四方の開口面に透水性シートを内張りしてなる濾過沈澱槽部を貯水槽の中央部に配設していることを特徴とする請求項1に記載の雨水貯留施設。   The rainwater storage facility according to claim 1, wherein a filtration / precipitation tank portion formed by lining a water-permeable sheet on the four opening surfaces of the opening frame is disposed at a central portion of the water storage tank. 開口枠は、貯水槽内に設けている平面矩形状の空間部の四方の内隅部に沿って貯水槽の内底面から上端に達する高さまでに立設された四本の支柱と、これらの支柱にその四方角部を接した状態にして支柱の長さ方向に一定間隔毎に取付けている矩形枠材とから構成していることを特徴とする請求項1又は請求項2に記載の雨水貯留施設。   The opening frame has four struts erected from the inner bottom surface of the water tank to the height reaching the upper end along the inner corners of the four sides of the planar rectangular space provided in the water tank. The rainwater according to claim 1 or 2, comprising a rectangular frame member attached at regular intervals in the length direction of the column with the four-sided corners in contact with the column. Storage facility. 濾過沈澱槽部を貯水槽の数カ所に配設し、貯水槽外からこれらの濾過沈澱槽部の開口枠内に連通する雨水導入管を貯水槽内の雨水貯留ユニット部材に設けている貯水空間部を通じてそれぞれ配設していることを特徴とする請求項1、請求項2又は請求項3に記載の雨水貯留施設。 Reservoir space provided with rainwater introduction pipes in the rainwater storage unit member in the water storage tank, which is provided with filtration and precipitation tanks at several locations in the water tank and communicates from outside the water tank to the opening frame of these filtration and precipitation tanks. The rainwater storage facility according to claim 1, wherein the rainwater storage facility is disposed respectively. 貯水槽に隣接した地中に側溝や排水溝からの雨水を受け入れる沈砂槽を設け、この沈砂槽から雨水導入管を通じて上記貯水槽内に設けている濾過沈澱槽部内に雨水を導入するように構成していることを特徴とする請求項1又は請求項4に記載の雨水貯留施設。   A sedimentation tank is provided in the ground adjacent to the water storage tank to receive rainwater from the side gutter and drainage ditch, and rainwater is introduced from the sand storage tank through the rainwater introduction pipe into the filtration / sedimentation tank. The rainwater storage facility according to claim 1 or 4, wherein the rainwater storage facility is provided.
JP2011023072A 2011-02-04 2011-02-04 Rainwater storage facility Active JP5791287B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011023072A JP5791287B2 (en) 2011-02-04 2011-02-04 Rainwater storage facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011023072A JP5791287B2 (en) 2011-02-04 2011-02-04 Rainwater storage facility

Publications (2)

Publication Number Publication Date
JP2012162896A JP2012162896A (en) 2012-08-30
JP5791287B2 true JP5791287B2 (en) 2015-10-07

Family

ID=46842541

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2011023072A Active JP5791287B2 (en) 2011-02-04 2011-02-04 Rainwater storage facility

Country Status (1)

Country Link
JP (1) JP5791287B2 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5931568B2 (en) * 2012-04-26 2016-06-08 秩父ケミカル株式会社 Underground water tank
JP6186582B2 (en) * 2013-01-17 2017-08-30 株式会社 林物産発明研究所 Underground storage and infiltration tank for rainwater, etc.
JP6239404B2 (en) * 2013-05-15 2017-11-29 積水テクノ成型株式会社 Rainwater storage facility
CN103541405B (en) * 2013-10-17 2016-02-10 广东圣腾科技股份有限公司 A kind of Full-automatic comprehensive rainwater utilization combination system
JP6555776B2 (en) * 2015-07-03 2019-08-07 積水テクノ成型株式会社 Rainwater storage facility
CN106088684B (en) * 2016-08-08 2018-08-03 陕西昊然海绵城市建设技术有限公司 The sunk type square and its construction method that a kind of rainwater-collecting recycles
CN107551668A (en) * 2017-09-30 2018-01-09 武汉圣禹排水系统有限公司 A kind of low water damage dmp filter pond
JP7317667B2 (en) * 2019-10-30 2023-07-31 株式会社竹中工務店 Sprinkling equipment using rainwater

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59183970U (en) * 1983-04-25 1984-12-07 羽田ヒユ−ム管株式会社 penetration tube
JPS60120088U (en) * 1984-01-18 1985-08-13 豊國コンクリ−ト工業株式会社 Water tank
JPS6433326A (en) * 1987-07-30 1989-02-03 Shinwa Concrete Kogyo Kk Drain apparatus for ground water irrigation
JPH11256664A (en) * 1998-03-12 1999-09-21 Ryusuke Sedaka Rainwater permeating pit
JP4163088B2 (en) * 2003-10-16 2008-10-08 古河電気工業株式会社 Rainwater storage facility
JP3802027B2 (en) * 2003-12-17 2006-07-26 株式会社ホクコン Combined rainwater temporary storage tank
JP2009197486A (en) * 2008-02-21 2009-09-03 Shiima Consultant:Kk Underground water storage structure
JP2011006857A (en) * 2009-06-23 2011-01-13 Ooike Co Ltd Structure for temporarily storing drainage and infiltrating drainage to the underground

Also Published As

Publication number Publication date
JP2012162896A (en) 2012-08-30

Similar Documents

Publication Publication Date Title
JP5791287B2 (en) Rainwater storage facility
US8113740B2 (en) Method and apparatus for capturing, storing, and distributing storm water
US8985897B2 (en) Method and apparatus for capturing, storing, and distributing storm water
AU2008252265B2 (en) Dust-removal managing pit
KR101331600B1 (en) Sedimentation tank for multi-filtering
KR100485742B1 (en) Water-storage tank
JP5346731B2 (en) Rainwater penetration facilities
JP4284665B2 (en) Drainage structure of gutter
JP5117932B2 (en) Underground storage infiltration tank
JP2003201722A (en) Rainwater storage and/or infiltration equipment and filling member used for the same
JP5610632B2 (en) Inspection port structure in rainwater storage facilities
CN113389257A (en) Town road drainage system
JP3660917B2 (en) Facility for storing and / or infiltrating rainwater etc. and filling member used for this facility
KR20150138771A (en) Water storage type retaining wall with double wall structure and the construction method therefor
KR101043661B1 (en) Under earth penetration type rain water draining device
JP6239404B2 (en) Rainwater storage facility
JP4511077B2 (en) Rainwater drainage treatment system
KR101172668B1 (en) Rainwater retention structures, and its construction method
KR101197024B1 (en) Construction Method of Rainwater Storage and Rainwater Permeating System through the Ground
JP5361980B2 (en) Osmosis system
JP4084706B2 (en) Filling member used in facilities that store and / or infiltrate rainwater, etc., and its construction method
JP2005179919A (en) Facility for storage and percolation of rainwater and the like
KR100556645B1 (en) Apparatus for reserving and reusing rainfall
CN116815867A (en) Underground rainwater collecting and storing unit and facility
KR102539266B1 (en) Undercurrent system

Legal Events

Date Code Title Description
A625 Written request for application examination (by other person)

Free format text: JAPANESE INTERMEDIATE CODE: A625

Effective date: 20131022

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20140417

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20150203

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20150327

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: 20150707

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20150804

R150 Certificate of patent or registration of utility model

Ref document number: 5791287

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150