JP4509853B2 - Rainwater underground storage and penetration tank - Google Patents

Rainwater underground storage and penetration tank Download PDF

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JP4509853B2
JP4509853B2 JP2005143617A JP2005143617A JP4509853B2 JP 4509853 B2 JP4509853 B2 JP 4509853B2 JP 2005143617 A JP2005143617 A JP 2005143617A JP 2005143617 A JP2005143617 A JP 2005143617A JP 4509853 B2 JP4509853 B2 JP 4509853B2
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tank
storage tank
rainwater
frame
space
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JP2006322149A (en
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暁太郎 斎藤
博司 竹内
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Mitsubishi Plastics Inc
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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
    • Y02A20/108Rainwater harvesting

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Description

本発明は、雨水を地下で貯留し、地中に浸透させるためのタンクの構造に関する。   The present invention relates to a tank structure for storing rainwater underground and infiltrating it into the ground.

都市郊外の住宅地等では、集中豪雨などにより雨水の河川への流入が集中して河川が氾濫するのを防ぐことを目的として、雨水を貯留して河川への雨水の流入量を制御したり、地下に浸透させたりするための貯留タンクを地下に設置することがある。
かかる貯留タンク100として、例えば図7に示されるように、地面を掘り下げて形成された穴の中に、中空の枠体101を積み上げて雨水の貯留空間を形成し、宅地の側溝その他の排水溝に通ずる流入路102から雨水を流し込み、貯留空間の容量を超えて雨水が流入したときは貯留した雨水を排出路103から排出させる構造のものが知られている(例えば特許文献1参照)。
In residential areas on the outskirts of cities, rainwater is stored to control the inflow of rainwater into the river in order to prevent the inundation of rainwater into the river due to torrential rain. In some cases, a storage tank is installed in the basement for infiltration into the basement.
As such a storage tank 100, for example, as shown in FIG. 7, a hollow frame body 101 is stacked in a hole formed by digging down the ground to form a rainwater storage space. There is known a structure in which rainwater is poured from an inflow path 102 that leads to the drainage, and when the rainwater flows beyond the capacity of the storage space, the stored rainwater is discharged from the discharge path 103 (see, for example, Patent Document 1).

特公平4−35580号公報Japanese Patent Publication No. 4-35580

図示した従来の貯留タンク100では、流入路102が貯留タンク100にそのまま接続し、貯留タンク100の手前に沈降分離層やスクリーンが設けられていないため、雨水とともに側溝に流れ落ちたゴミや枯葉、木片、土砂等の夾雑物がタンク内に流入し易かった。そのため、タンク底部に夾雑物を堆積させる汚泥ピットを設けるとともに、当該ピット上に1m×1m角程度の枠部材を用いたマンホールをタンク内部に形成しておき、地上からマンホールを伝って作業員が汚泥ピットまで降り、タンク内に浸入し堆積した夾雑物を地上に排出するように設けることが一般的に行われていた。
然しながら、前記枠部材を用いてタンク内部にマンホールを組み付ける工事は大掛かりなものであり、そのため貯留タンクの設置工期が長期化し、このことが施工コストを高くする要因ともなっていた。
In the illustrated conventional storage tank 100, the inflow path 102 is connected to the storage tank 100 as it is, and no sedimentation separation layer or screen is provided in front of the storage tank 100. , Dirt and other contaminants were easy to flow into the tank. For this reason, a sludge pit for depositing contaminants is provided at the bottom of the tank, and a manhole using a frame member of about 1 m × 1 m square is formed on the pit. It has been generally done to get down to the sludge pit, and enter the tank to discharge the accumulated impurities.
However, the construction of assembling the manhole inside the tank using the frame member is a large-scale work, and therefore, the installation period of the storage tank is lengthened, which has been a factor of increasing the construction cost.

本発明は従来技術の有するこのような問題点に鑑み、作業員がタンク内部に入ることなくタンク内に進入した夾雑物を除去することができるように貯留タンクを構成し、これにより貯留タンクの設置工期の短縮化を実現することを課題とする。   In view of such a problem of the prior art, the present invention configures a storage tank so that an operator can remove contaminants that have entered the tank without entering the tank. The objective is to shorten the installation period.

タンク内に流入するゴミや枯葉、土砂等の夾雑物個々の大きさは極めて小さく、作業員がタンク内部に入らなくとも吸引ホースで汲み上げることが可能であり、また、タンク内部の様子は、小型のカメラを利用して確認することも可能である。従って、夾雑物がタンク内部の所定の場所に沈殿し堆積するように設けておけば、わざわざ作業員がタンク内部に入らなくとも、堆積した夾雑物を吸引ホースで確実に除去することは可能である。   The size of each dust, dead leaves, earth and sand, etc. entering the tank is extremely small, and it can be pumped up with a suction hose even if the worker does not enter the tank. It is also possible to confirm using this camera. Therefore, if it is provided so that the foreign matter settles and accumulates in a predetermined place inside the tank, it is possible to remove the accumulated foreign matter with the suction hose even if the operator does not bother to enter the tank. is there.

そこで、本発明は、地面を掘り下げて空間部を形成し、この空間部に複数の枠体ユニットを敷き並べるとともに地表面の近傍まで積み上げて雨水の貯留タンクを形成した地下貯留浸透タンクを、空間部底面の適宜位置に汚泥ピットを設け、さらに当該汚泥ピット上に積み上げた最上部の枠体ユニットの上面に鍔付き短管の鍔部を固定し、地表面まで立ち上げた鍔付き短管の上部を着脱自在の蓋体で閉塞して構成した。   Therefore, the present invention forms a space part by digging the ground, laying a plurality of frame units in this space part and stacking up near the ground surface to form a rainwater storage tank, A sludge pit is provided at an appropriate position on the bottom of the bottom, and a hooked short pipe is fixed to the upper surface of the uppermost frame unit stacked on the sludge pit. The upper part was closed with a detachable lid.

本発明で貯留タンクを構成する枠体ユニットとしては、多段に積み上げた状態で、鍔付き短管からタンク内に吸引ホースを差し入れ、吸引ホースの先端をタンク底面の汚泥ピット内に差し込むことのできる形態のものが用いられ、ユニットの上下を貫通する開口部を備え、ユニットを多段に積み上げたときに、各段の枠体ユニットの開口部が鉛直方向に沿って連なる形態のものが好適である。
また、雨水流入路と接続する貯留タンクの流入口と、雨水排出路と接続する貯留タンクの排水口も、タンク側面に設けた開口部に鍔付きの管体を接続して形成することができる。
As a frame unit constituting the storage tank according to the present invention, a suction hose can be inserted into the tank from a short tube with a hook in a stacked state, and the tip of the suction hose can be inserted into a sludge pit on the bottom of the tank It is preferable to use a configuration that has openings that penetrate the top and bottom of the unit, and that the openings of the frame unit at each stage are continuous along the vertical direction when the units are stacked in multiple stages. .
In addition, the inlet of the storage tank connected to the rainwater inflow passage and the drain of the storage tank connected to the rainwater discharge passage can also be formed by connecting a hooked tube to the opening provided on the side of the tank. .

これによれば、雨水とともに貯留タンク内に流入した夾雑物は、タンク内で沈降し、底面に設けた汚泥ピット内に沈殿する。そして、鍔付き短管の蓋体を取り外し、短管からタンク内に吸引ホースを差し入れれば、汚泥ピット内に堆積した夾雑物を吸引ホースで吸い取って除去することができる。短管は吸引ホースを差し入れることができる程度の大きさでよく、従来の如く、タンク内に作業員が入ることのできるマンホールを組み付ける必要はない。   According to this, the foreign substance which flowed into the storage tank with rainwater settles in the tank, and settles in the sludge pit provided in the bottom face. Then, if the lid of the short tube with a hook is removed and a suction hose is inserted into the tank from the short tube, the foreign matter accumulated in the sludge pit can be sucked and removed by the suction hose. The short pipe may be large enough to allow the suction hose to be inserted, and there is no need to assemble a manhole that allows an operator to enter the tank as in the prior art.

本発明の好適な一実施形態を図面を参照して説明する。
図1は本発明の一実施形態の貯留タンクを半面を破断して示した概略断面図、図2は貯留タンクを構成する枠体ユニットの平面と側面を示した図、図3は貯留タンクの周面に取付けられる平板の平面と側面を示した図、図4は貯留タンクの施工手順を説明するための図、図5は最上段の枠体ユニットと鍔付き短管の接続部分を示した図、図6は貯留タンクの雨水流入口を構成する鍔付き管体と枠体ユニットの接続部分を示した図である。
A preferred embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is a schematic cross-sectional view showing a storage tank according to an embodiment of the present invention with a half surface cut away, FIG. 2 is a view showing a plane and a side of a frame unit constituting the storage tank, and FIG. The figure which showed the plane and side of the flat plate attached to a surrounding surface, FIG. 4 is a figure for demonstrating the construction procedure of a storage tank, FIG. 5 showed the connection part of the uppermost frame unit and a short tube with a hook. FIG. 6 and FIG. 6 are views showing a connecting portion between the flanged tubular body and the frame body constituting the rainwater inlet of the storage tank.

図示した貯留タンク1は、地面を掘り下げて形成した空間部上に、枠体ユニット2を多段に積み上げてなり、一体に積み上げられた枠体ユニット2の周囲を透水性の保護シート4で覆うとともに、タンクの一側の側面の上部に雨水流入路5、他側の側面の下部に雨水排出路6を接続して、雨水流入路5からタンク内に雨水を流入させてタンク内部の空隙に貯留し、貯留した雨水を保護シート4から地中へと浸透させ、また、雨水排出路6から下水路へと放出することができるように構成してある。透水性の保護シート4に代えて、遮水性の保護シート4を用い、或いは両部材を併用してもよい。   The illustrated storage tank 1 is formed by stacking frame units 2 in multiple stages on a space formed by digging the ground and covering the periphery of the frame units 2 stacked together with a water-permeable protective sheet 4. The rainwater inflow channel 5 is connected to the upper part of the side surface on one side of the tank, the rainwater discharge channel 6 is connected to the lower part of the side surface of the other side, and rainwater is introduced into the tank from the rainwater inflow channel 5 and stored in the space inside the tank. Then, the stored rainwater is allowed to permeate into the ground from the protective sheet 4 and can be discharged from the rainwater discharge channel 6 to the sewer channel. Instead of the water-permeable protective sheet 4, the water-impervious protective sheet 4 may be used, or both members may be used in combination.

また、タンク上面には、タンク内部と連通した鍔付き短管7を地上近傍まで突出させてあり、この短管7の上部は、地中に固定された台座8で支持された枠9でその周囲が覆われ、さらに枠9の頂部に設けた蓋体10で短管7の上端を閉塞してある。また、短管7の鉛直下方位置のタンク底面には、雨水とともにタンク内に流入した夾雑物を堆積させる汚泥ピット11を設けてある。   Further, a flanged short tube 7 communicating with the inside of the tank is projected to the vicinity of the ground on the upper surface of the tank, and the upper portion of the short tube 7 is supported by a frame 9 supported by a base 8 fixed in the ground. The periphery is covered, and the upper end of the short tube 7 is closed with a lid 10 provided on the top of the frame 9. In addition, a sludge pit 11 is provided on the bottom surface of the tank vertically below the short pipe 7 for depositing impurities that have flowed into the tank together with rainwater.

枠体ユニット2は、図2に示されるように、50cm四方程度の大きさの基板2aの下面に、中空の脚体2bを複数列設して形成されており、当該基板2a上に他の枠体ユニット2を載せて多段に積み上げることができるように設けてある。また、基板2aには10〜20cm程度の開口径の開口部2cが複数形成されており、枠体ユニット2を多段に積み上げた状態で、各段の開口部2cが鉛直方向に沿って連なり、貯留タンク2の頂部から底部までが各開口部2cで貫通するようになっている。   As shown in FIG. 2, the frame body unit 2 is formed by arranging a plurality of hollow legs 2b on the lower surface of a substrate 2a having a size of about 50 cm square, and other substrates are formed on the substrate 2a. The frame unit 2 is provided so that it can be stacked in multiple stages. In addition, the substrate 2a has a plurality of openings 2c having an opening diameter of about 10 to 20 cm. With the frame units 2 stacked in multiple stages, the openings 2c at each stage are connected along the vertical direction. From the top to the bottom of the storage tank 2 passes through each opening 2c.

最下段の枠体ユニット2は、その下側に敷設された、図3に示される、表面に多数の細孔が形成された平板3で脚体2bが垂直に支持され、また、多段に積み上げられた枠体ユニット2の側部と上部にも平板3が一体に取り付けられる。   The lowermost frame unit 2 has a leg 3b vertically supported by a flat plate 3 having a large number of pores formed on the surface thereof, as shown in FIG. The flat plate 3 is also integrally attached to the side portion and the upper portion of the frame unit 2 formed.

枠体ユニット2を積み上げて貯留タンク1を構成する手順は、次のようにして行なわれる。   The procedure for stacking the frame units 2 to form the storage tank 1 is performed as follows.

図4に示されるように、先ず、貯留タンク1を設置する場所の地面を掘り下げて、貯留タンク1を埋設することのできる大きさの空間部を形成する(同図(A))。次いで、空間部の底面に汚泥ピット11を形成し、当該底面を整地した上で空間部内に保護シート4を敷設する(同図(B))。   As shown in FIG. 4, first, the ground of the place where the storage tank 1 is installed is dug down to form a space that is large enough to embed the storage tank 1 (FIG. 4A). Next, the sludge pit 11 is formed on the bottom surface of the space portion, and the protective sheet 4 is laid in the space portion after the bottom surface is leveled ((B) in the figure).

そして、保護シート4上に平板3を敷き並べるとともに、その上に枠体ユニット2を敷き並べる(同図(C))。以降、枠体ユニット2を多段に積み上げながら、前後左右の枠体ユニット2同士を連結具を用いて一体に連結し、最外周の枠体ユニット2の表面にも平板3を取り付けてゆく。そして、枠体ユニット2を多段に積み上げたならば、最上段の枠体ユニット2の基板2a上にも平板3を重ねて取り付ける。   Then, the flat plate 3 is laid on the protective sheet 4, and the frame unit 2 is laid on the protective sheet 4 ((C) in the figure). Thereafter, while the frame units 2 are stacked in multiple stages, the front and rear, left and right frame units 2 are connected together using a connector, and the flat plate 3 is attached to the surface of the outermost frame unit 2. Then, if the frame units 2 are stacked in multiple stages, the flat plate 3 is also stacked and attached on the substrate 2a of the uppermost frame unit 2.

また、貯留タンク1の雨水流入路5と雨水排出路6が接続する部分には、鍔付きの管体12、12を取り付け、また、貯留タンク2の頂部であって汚泥ピット11の鉛直上方の位置には、鍔付き短管7を取り付け、その後、多段に積み上げた枠体ユニット2及び平板3の周囲に保護シート4を被せて覆う(同図(D))。   In addition, a hooked pipe body 12, 12 is attached to a portion of the storage tank 1 where the rainwater inflow passage 5 and the rainwater discharge passage 6 are connected, and is a top portion of the storage tank 2 and above the sludge pit 11. At the position, a short tube 7 with a flange is attached, and then the frame unit 2 and the flat plate 3 stacked in multiple stages are covered with a protective sheet 4 (FIG. 4D).

鍔付き短管7は、平板3に開口3aを開けてから短管を接続したものであって、この鍔付き短管7の取り付けは、図5に示されるように、貯留タンク2の最上部の枠体ユニット2の開口部2cに当該平板3を接着接合して行う。短管7を取り付けたならば、その表面を覆うように保護シート4が被せられる。
また、鍔付き管体12、12も同様に開口3aを開けた平板3と一体のものであり、その取り付けも同様に、図6に示されるように、貯留タンク2の最外周側の枠体ユニット2の側面に当該平板3を接着接合して行い、管体12、12を覆うようにして保護シート4がその表面に被せられる。
The flanged short tube 7 is obtained by opening the opening 3a in the flat plate 3 and then connecting the short tube. The attachment of the flanged short tube 7 is performed at the top of the storage tank 2 as shown in FIG. The flat plate 3 is bonded and joined to the opening 2c of the frame unit 2. If the short tube 7 is attached, the protective sheet 4 is covered so that the surface may be covered.
Similarly, the flanged tubular bodies 12 and 12 are integrally formed with the flat plate 3 having the opening 3a, and the attachment thereof is also the frame on the outermost peripheral side of the storage tank 2 as shown in FIG. The flat plate 3 is bonded and bonded to the side surface of the unit 2, and the protective sheet 4 is placed on the surface so as to cover the tubular bodies 12 and 12.

表面を保護シート4で覆った貯留タンク1が前記掘り下げた空間内に構成されたならば、前記鍔付き管体12、12に雨水流入路5と雨水排出路6とをそれぞれ接続した上で、その周囲を埋め戻し(同図(E))、さらに、貯留タンク1の上方に突出した短管7の上部を枠9で覆い、蓋体10で短管7を閉塞することで、貯留タンク1の設置が完了する。   If the storage tank 1 whose surface is covered with the protective sheet 4 is configured in the dug space, after connecting the rainwater inflow passage 5 and the rainwater discharge passage 6 to the flanged pipe bodies 12 and 12, respectively, The surroundings are backfilled ((E) in the same figure), the upper part of the short pipe 7 protruding above the storage tank 1 is covered with a frame 9, and the short pipe 7 is closed with a lid 10, whereby the storage tank 1 Installation is completed.

このように構成される本形態の貯留タンク1によれば、雨水流入路5から雨水とともにタンク内部に流入した夾雑物は、タンク内で沈降し、その底面に設けた汚泥ピット11内に沈殿する。そして、蓋体10を取り外して地上から短管7内に吸引ホースを差し入れれば、各段の枠体ユニット2の開口部2cを通って吸引ホースの先端が汚泥ピット11に達し、ピット内に堆積した夾雑物を吸い取って除去することが可能である。
この場合、短管7は、吸引ホースを差し入れることのできる程度の大きさのもの、つまり前記開口部2cと略同じ開口径のものを用いることができ、これを貯留タンク1に簡易な作業で取り付けることができる。短管7を通した吸引ホースでタンク材の夾雑物を除去可能なので、従来の如く、タンク内に作業員が入ることのできるマンホールを組み付ける必要はなく、従って、貯留タンク1の設置工期が長期化することはなく、施工コストを抑えることができる。
According to the storage tank 1 of this embodiment configured as described above, the contaminants that flow into the tank together with the rainwater from the rainwater inflow path 5 settle in the tank and settle in the sludge pit 11 provided on the bottom surface. . Then, if the lid 10 is removed and the suction hose is inserted into the short tube 7 from the ground, the tip of the suction hose reaches the sludge pit 11 through the opening 2c of the frame unit 2 of each stage, and enters the pit. It is possible to suck and remove the accumulated impurities.
In this case, the short pipe 7 can be of a size that allows the suction hose to be inserted, that is, the opening diameter of the short pipe 7 is substantially the same as that of the opening 2c. It can be attached with. Since it is possible to remove the contaminants of the tank material with the suction hose through the short pipe 7, it is not necessary to assemble a manhole that allows workers to enter the tank as in the prior art, and therefore the installation period of the storage tank 1 is long. The construction cost can be reduced.

なお、図示した施設の形態は一例であり、本発明は図示した形態に限定されず、他の適宜な形態で構成可能である。   In addition, the form of the illustrated facility is an example, and the present invention is not limited to the illustrated form, and can be configured in other appropriate forms.

本発明の一実施形態の貯留タンクを半面を破断して示した概略断面図である。It is the schematic sectional drawing which fractured and showed the half surface of the storage tank of one embodiment of the present invention. 図1の貯留タンクを構成する枠体ユニットの平面(A)と側面(B)を示した図である。It is the figure which showed the plane (A) and side surface (B) of the frame unit which comprise the storage tank of FIG. 図1の貯留タンクの周面に取付けられる平板の平面(A)と側面(B)を示した図である。It is the figure which showed the plane (A) and side surface (B) of the flat plate attached to the surrounding surface of the storage tank of FIG. 貯留タンクの施工手順を説明するための図である。It is a figure for demonstrating the construction procedure of a storage tank. 最上段の枠体ユニットと鍔付き短管の接続部分を示した図である。It is the figure which showed the connection part of the uppermost frame unit and the short tube with a hook. 貯留タンクの雨水流入口を構成する鍔付き管体と枠体ユニットの接続部分を示した図である。It is the figure which showed the connection part of the tubular body and the frame unit which comprise the rainwater inflow port of a storage tank. 従来の地下貯留施設の構成を示す断面図である。It is sectional drawing which shows the structure of the conventional underground storage facility.

符号の説明Explanation of symbols

1 貯留タンク、2 枠体ユニット、3 平板、4 保護シート、5 雨水流入路、6 雨水排出路、7 鍔付き短管、8 台座、9 枠、10 蓋体、11 汚泥ピット、12 管体







DESCRIPTION OF SYMBOLS 1 Storage tank, 2 Frame unit, 3 Flat plate, 4 Protection sheet, 5 Rain water inflow path, 6 Rain water discharge path, 7 Short pipe with a hook, 8 Base, 9 Frame, 10 Cover body, 11 Sludge pit, 12 Tube body







Claims (1)

地面を掘り下げて空間部を形成し、この空間部に複数の枠体ユニットを敷き並べるとともに地表面の近傍まで積み上げて雨水の貯留タンクを形成した地下貯留浸透タンクであって、
空間部底面の適宜位置に汚泥ピットを設け、当該汚泥ピット上に積み上げた最上部の枠体ユニットの上面に鍔付き短管の鍔部を固定し、地表面まで立ち上げた鍔付き短管の上部を着脱自在の蓋体で閉塞したことを特徴とする雨水の地下貯留浸透タンク。











Underground storage penetration tank that dug down the ground to form a space, laying a plurality of frame units in this space and stacking up near the ground surface to form a rainwater storage tank,
A sludge pit is provided at an appropriate position on the bottom of the space, and a hooked short pipe is fixed to the upper surface of the uppermost frame unit stacked on the sludge pit. A rainwater underground storage and penetration tank characterized in that the upper part is closed with a detachable lid.











JP2005143617A 2005-05-17 2005-05-17 Rainwater underground storage and penetration tank Expired - Fee Related JP4509853B2 (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1081392A (en) * 1996-09-09 1998-03-31 Shinshin Block:Kk Multifunctional storage infiltration tank
JPH10266313A (en) * 1997-03-25 1998-10-06 Tokyu Constr Co Ltd Filling body for storage and permeation facilities for rain water or the like
JP2001115508A (en) * 1999-10-21 2001-04-24 Kankyo Kikaku 21:Kk Water storage block and rainwater storage structure making use thereof
JP2002070091A (en) * 2000-08-31 2002-03-08 Shinichiro Hayashi Water reservoir apparatus and method for constructing the same
JP2002213008A (en) * 2001-01-17 2002-07-31 Shinichiro Hayashi Water storage facility
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
JP2004211316A (en) * 2002-12-27 2004-07-29 Takiron Co Ltd Rainwater tank unit

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1081392A (en) * 1996-09-09 1998-03-31 Shinshin Block:Kk Multifunctional storage infiltration tank
JPH10266313A (en) * 1997-03-25 1998-10-06 Tokyu Constr Co Ltd Filling body for storage and permeation facilities for rain water or the like
JP2001115508A (en) * 1999-10-21 2001-04-24 Kankyo Kikaku 21:Kk Water storage block and rainwater storage structure making use thereof
JP2002070091A (en) * 2000-08-31 2002-03-08 Shinichiro Hayashi Water reservoir apparatus and method for constructing the same
JP2002213008A (en) * 2001-01-17 2002-07-31 Shinichiro Hayashi Water storage facility
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
JP2004211316A (en) * 2002-12-27 2004-07-29 Takiron Co Ltd Rainwater tank unit

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