JP5704566B2 - Rainwater storage device - Google Patents

Rainwater storage device Download PDF

Info

Publication number
JP5704566B2
JP5704566B2 JP2011114270A JP2011114270A JP5704566B2 JP 5704566 B2 JP5704566 B2 JP 5704566B2 JP 2011114270 A JP2011114270 A JP 2011114270A JP 2011114270 A JP2011114270 A JP 2011114270A JP 5704566 B2 JP5704566 B2 JP 5704566B2
Authority
JP
Japan
Prior art keywords
tank
term storage
tanks
long
short
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
JP2011114270A
Other languages
Japanese (ja)
Other versions
JP2012241458A (en
Inventor
頌二 和泉
頌二 和泉
Original Assignee
暁新日本建設株式会社
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 暁新日本建設株式会社 filed Critical 暁新日本建設株式会社
Priority to JP2011114270A priority Critical patent/JP5704566B2/en
Publication of JP2012241458A publication Critical patent/JP2012241458A/en
Application granted granted Critical
Publication of JP5704566B2 publication Critical patent/JP5704566B2/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

Description

この発明は、豪雨時に地上に溢れ出た水を一時的に貯留して、家屋や道路への浸水を防止する雨水貯留装置に関する。   The present invention relates to a rainwater storage device that temporarily stores water overflowing on the ground during heavy rain and prevents water from entering houses and roads.

雨水貯留施設としては、従来より長い貯留管を水平に近い勾配をもたせて地中に埋設し、河川に放流できるようにしたもの(非特許文献1)や、郊外に設けられた調整池などが知られている。このうち長い貯留管は、埋設工事の際、これと同じ平面積の地面を掘り起こさなければならないので、著しいコストがかかるうえ、ガス管、上水道管、送電線などを切断するリスクを伴う。また、調整池は、かなり広い遊休地を必要とし、限界がある。   Rainwater storage facilities include a long storage pipe that has been embedded in the ground with a slope that is nearly horizontal and can be discharged into a river (Non-Patent Document 1), or a pond provided in the suburbs. Are known. Of these, long storage pipes have to dig up the same plane area during burial work, which is extremely costly and involves the risk of cutting gas pipes, water supply pipes, transmission lines, and the like. In addition, the regulating pond requires a fairly large idle land and has its limitations.

そこで近年、多数のタンクを地中に水平方向に並べて埋設し、タンク同士を連結した貯留装置が提案されている(特許文献1)。タンクは、コンクリート製で、縦型シールド工法により打設された後、横穴が掘削されて隣り合うタンク同士が連結管にて連結される。   In recent years, therefore, a storage device has been proposed in which a large number of tanks are buried in the ground in the horizontal direction and the tanks are connected to each other (Patent Document 1). The tank is made of concrete and is placed by a vertical shield method, and then a horizontal hole is excavated and adjacent tanks are connected by a connecting pipe.

特開2008−127870JP2008-127870

川崎市上下水道局>下水道事業のページ>下水道の基礎知識>雨水貯留管の整備、[online」、[平成23年5月17日検索]、インターネット<http://www.city.kawasaki.jp/53/53kense/home/usui_choryuukan/usui_choryuukan.htm>Kawasaki City Waterworks and Sewerage Bureau> Page of Sewerage Business> Basic Knowledge of Sewerage> Maintenance of Rainwater Storage Pipe, [online], [Search May 17, 2011], Internet <http://www.city.kawasaki.jp /53/53kense/home/usui_choryuukan/usui_choryuukan.htm>

しかし、多数のコンクリート製のタンクを運ぶのは危険であるし、運搬コストも相当かかる。
それ故、この発明の第一の課題は、小さい平面積の地面を掘り起こすだけで足り、且つ低コストで施工可能な雨水貯留装置を提供することにある。第二の課題は、防火用水などの用水貯留施設としても適用可能な装置を提供することにある。
However, it is dangerous to carry a large number of concrete tanks and the transportation costs are considerable.
Therefore, a first object of the present invention is to provide a rainwater storage device that can be constructed at a low cost, and it is sufficient to dig up a small plane area. A second problem is to provide an apparatus that can be applied as a water storage facility for fire prevention water and the like.

第一の課題を解決するために、この発明の雨水貯留装置は、
地中に水平方向に並べて埋設された複数のタンクと、タンク同士を連結する管とを備えたものにおいて、
前記各タンクが鉛直方向に立てられたプラスチック製の有底内筒と、各内筒の外周に成形され、セメントを主成分とする外筒とからなることを特徴とする。
In order to solve the first problem, the rainwater storage device of the present invention comprises:
In what comprises a plurality of tanks buried side by side horizontally in the ground, and a pipe connecting the tanks,
Each of the tanks is composed of a plastic bottomed inner cylinder standing in a vertical direction and an outer cylinder formed on the outer periphery of each inner cylinder and containing cement as a main component.

この発明の装置によれば、各タンクが鉛直方向に立てられて互いに近接して埋設されているので、同一容積で水平に埋設された貯留管に比べて著しく小さい平面積の地面を掘り起こすだけで足りる。また、内筒は軽く、外筒は現場で成形されるので、いずれも運搬が容易で安全であり、運搬コストも低い。   According to the apparatus of the present invention, since the tanks are erected in the vertical direction and close to each other, it is only necessary to dig up a ground with a remarkably small plane area compared to a storage pipe that is horizontally embedded with the same volume. It ’s enough. Moreover, since the inner cylinder is light and the outer cylinder is molded in the field, all are easy to carry and safe, and the carrying cost is low.

第二の課題を解決するために、この発明の雨水貯留装置は、
前記複数のタンクのうち一部を長期貯留用、残部を短期貯留用とし、長期貯留用の少なくとも第一のタンク及び短期貯留用の少なくとも第一のタンクは、各々外部に連なる入出口を上部に有し、
長期貯留用の少なくとも一つのタンクと短期貯留用の少なくとも一つのタンクは、前記入出口よりも低い上部において互いに連通しているとともに、
長期貯留用の残りのタンク同士、並びに短期貯留用の残りのタンク同士は、下部において互いに連通している、ことを特徴とする。
In order to solve the second problem, the rainwater storage device of the present invention is:
Among the plurality of tanks, a part is for long-term storage and the remaining part is for short-term storage, and at least a first tank for long-term storage and at least a first tank for short-term storage each have an inlet / outlet connected to the outside at the top. Have
At least one tank for long-term storage and at least one tank for short-term storage communicate with each other at an upper portion lower than the inlet / outlet;
The remaining tanks for long-term storage and the remaining tanks for short-term storage communicate with each other in the lower part.

この構成によれば、常時は短期貯留用の第一のタンクの入出口を閉じておき、長期貯留用の第一のタンクの入出口のみ地表、側溝、あるいは既設の雨水管などに開放しておく。すると豪雨時には先ず長期貯留用の第一のタンクに雨水が流入する。そして、長期貯留用のタンク群と短期貯留用のタンク群とは、各々から選ばれた少なくとも一つのタンク同士が上部で連通しているだけであるのに対して、長期貯留用のタンク同士は下部で連通しているので、長期貯留用のタンク群が雨水で満たされる。その後、上部の連結管を介して短期貯留用のタンク群に雨水が流れ込む。   According to this configuration, the inlet / outlet of the first tank for short-term storage is closed at all times, and only the inlet / outlet of the first tank for long-term storage is opened to the ground surface, gutters, or existing rainwater pipes. . Then, during heavy rain, rainwater first flows into the first tank for long-term storage. And, the tank group for long-term storage and the tank group for short-term storage are such that at least one tank selected from each communicates at the top, whereas tanks for long-term storage are Since it communicates at the bottom, the tanks for long-term storage are filled with rainwater. Thereafter, rainwater flows into the tank group for short-term storage through the upper connecting pipe.

雨が止み、河川の水位が下がった適当な日に、短期貯留用の第一のタンクの入出口より溜まった雨水を汲んで排出する。長期貯留用のタンク群と短期貯留用のタンク群とは、各々から選ばれた少なくとも一つのタンク同士が上部で連通しているだけであるから、短期貯留用の第一のタンクの入出口からくみ出す限り、全部汲んでも長期貯留用のタンク群には雨水が残る。   On the appropriate day when the rain has stopped and the water level in the river has fallen, the rainwater collected from the first tank for short-term storage is pumped and discharged. The tank group for long-term storage and the tank group for short-term storage are such that at least one tank selected from each other is in communication with the upper part. As long as it is pumped, rainwater will remain in the tanks for long-term storage even if it is pumped.

従って、火災発生時や酷暑日などには、長期貯留用のタンク群から放水または散水することにより、防火または避暑を実行することができる。尚、短期貯留用の前記第一のタンクの底は、他のタンクよりも深いと好ましい。これにより、短期貯留用のタンク群の雨水をこのタンクを介して全て排出することができるからである。   Therefore, in the event of a fire or a very hot day, fire prevention or summer protection can be performed by discharging or sprinkling water from a tank group for long-term storage. The bottom of the first tank for short-term storage is preferably deeper than the other tanks. This is because all the rainwater in the tank group for short-term storage can be discharged through this tank.

この発明の雨水貯留装置は、設置にあたって小さい平面積の地面を掘り起こすだけで足りるので、低コストで施工可能であるうえ、ガス管、上水道管、送電線などを切断するリスクを極めて減らすこともできる。また、防火用水などの用水貯留施設としても有用である。   Since the rainwater storage device of the present invention only needs to dig up a small plane area for installation, it can be constructed at low cost, and can also greatly reduce the risk of cutting gas pipes, water pipes, power transmission lines, etc. . It is also useful as a water storage facility for fire prevention water.

実施形態に係る雨水貯留装置を示す水平方向断面図である。It is horizontal direction sectional drawing which shows the rainwater storage apparatus which concerns on embodiment. (a)は図1におけるAA’断面図、(b)は同じくBB’断面図である。(A) is AA 'sectional drawing in FIG. 1, (b) is BB' sectional drawing similarly. 実施形態に係る雨水貯留装置の施工方法を工程順に示す鉛直方向断面図である。It is vertical direction sectional drawing which shows the construction method of the rainwater storage apparatus which concerns on embodiment to process order.

この発明の実施形態に係る雨水貯留装置を図面とともに説明する。雨水貯留装置1は、図1及び図2に示すように、地中に水平方向の8行×4列に並べて埋設された32本のタンクTと、タンクT同士を連結する管Pとを備えている。以下、タンク及び管をそれぞれ総称するときは単に符号T及びPを用いることとし、個別のタンク及び管を指すときはTmn(mは行番号、nは列番号)及びPs(sは正の整数)を用いることとする。寸法、個数、材質等は、いずれも例示であって、これに限定されることはない。また、タンクTの並べ方は、縦横に代えて六方最密充填構造であってもよい。   A rainwater storage device according to an embodiment of the present invention will be described with reference to the drawings. As shown in FIGS. 1 and 2, the rainwater storage device 1 includes 32 tanks T embedded in the ground in 8 rows × 4 columns in the horizontal direction, and a pipe P that connects the tanks T to each other. ing. Hereinafter, the symbols T and P are used when referring to tanks and tubes, respectively, and Tmn (m is a row number, n is a column number) and Ps (s is a positive integer) when referring to individual tanks and tubes. ). The dimensions, number, material, etc. are all examples and are not limited to these. The tanks T may be arranged in a hexagonal close-packed structure instead of vertically and horizontally.

各タンクTは、鉛直方向に立てられた外径2m、深さ7m程度の水平断面円形の繊維強化PET製の有底内筒2と、各内筒2の外周に25cm程度の肉厚となるように成形されたモルタル製外筒3とからなる。32本のタンクTのうち、一方の端の行に位置する4本のタンクT11〜T14が防火・避暑対策のための長期貯留用、その他28本のタンクT21〜T84が豪雨時のための短期貯留用とされる。   Each tank T has a bottomed inner cylinder 2 made of fiber-reinforced PET having a circular outer cross section with an outer diameter of 2 m and a depth of about 7 m, and a thickness of about 25 cm on the outer periphery of each inner cylinder 2. The outer cylinder 3 made of mortar. Of the 32 tanks T, 4 tanks T11 to T14 located in one row are for long-term storage for fire prevention and heat protection, and the other 28 tanks T21 to T84 are short-term for heavy rain. Used for storage.

長期貯留用のタンク群のうちの一つのタンクT11及びその隣に位置する短期貯留用の一つのタンクT21は、各々地表に連なり蓋にて開閉可能な入出口4を上端面に有する。入出口4の鉛直方向長さは、通常はタンクTの上端面がガス管、上水道管、送電線などの配管・配線よりも深い位置になるように設定され、例えば約1mである。タンクT11の入出口4は、図略の側溝や既設の雨水管に連なっていても良い。その他のタンクの上端面は全て閉塞されている。   One tank T11 of the tank group for long-term storage and one tank T21 for short-term storage located adjacent to the tank group have an inlet / outlet 4 connected to the ground surface and openable / closable with a lid on the upper end surface. The vertical length of the inlet / outlet 4 is normally set so that the upper end surface of the tank T is deeper than piping / wiring such as a gas pipe, a water supply pipe, and a power transmission line, and is about 1 m, for example. The inlet / outlet 4 of the tank T11 may be connected to a side groove (not shown) or an existing rainwater pipe. The upper end surfaces of the other tanks are all closed.

タンクT11とタンクT21とは、入出口4よりもわずかに低い上部において管P1を介して互いに連通している。また、タンクT12とタンクT22とは、管P1よりも更に低い上部において管P2を介して互いに連通している。そして、タンクT21からタンクT81までは隣同士が底に近い下部において管P3、P3・・・P3にて互いに連通している。更に長期貯留用の各タンクTは、隣同士が底に近い下部において管P4にて互いに連通し、短期貯留用の各行のタンクTは、タンクTm1を起点としてタンクTm4に至るまで隣同士が底に近い下部において管P5にて互いに連通している。管P1〜P5は、いずれも外径0.8mで、塩化ビニル製である。尚、タンクT21の底は、他のタンクよりも0.5m深い。   The tank T11 and the tank T21 communicate with each other via a pipe P1 at an upper portion slightly lower than the inlet / outlet 4. In addition, the tank T12 and the tank T22 communicate with each other via the pipe P2 at an upper portion lower than the pipe P1. The tanks T21 to T81 communicate with each other through the pipes P3, P3,. Furthermore, the tanks T for long-term storage communicate with each other by a pipe P4 in the lower part where the neighbors are close to the bottom, and the tanks T for short-term storage are adjacent to each other from the tank Tm1 to the tank Tm4. The pipe P5 communicates with each other in the lower part close to. The pipes P1 to P5 are all made of vinyl chloride with an outer diameter of 0.8 m. The bottom of the tank T21 is 0.5 m deeper than other tanks.

各タンクTを埋設する方法を図3とともに説明する。先ず、図3(a)に示すようにタンクTの外径と同等の外径を有する鋼製ケーシング5を地中に揺動しながら圧入し、その鋼製ケーシング5内を掘削する。必要に応じて後続のケーシングを継ぎ足して圧入・掘削を続け、規定の深さまで下げた後、図3(b)に示すように基礎コンクリート6を打設し、その上に内筒2を図略のボルトで固定する。図3(c)に示すように内筒2に水Wを注入した状態で内筒2とケーシング5との間にモルタル7を充填しながら、ケーシング5を引き抜く。モルタルが硬化すると外筒3となり、図3(d)に示すように水Wを抜き上端面を閉塞して完了する。管Psは、水抜き後、上端面閉塞前にタンクT側面に孔を開けて挿入固定される。   A method of embedding each tank T will be described with reference to FIG. First, as shown in FIG. 3A, a steel casing 5 having an outer diameter equivalent to the outer diameter of the tank T is press-fitted into the ground while being rocked, and the steel casing 5 is excavated. If necessary, the subsequent casing is added and press-fitting / excavation is continued. After lowering to the prescribed depth, foundation concrete 6 is placed as shown in FIG. 3 (b), and the inner cylinder 2 is omitted from the drawing. Fix with bolts. As shown in FIG. 3C, the casing 5 is pulled out while filling the mortar 7 between the inner cylinder 2 and the casing 5 in a state where water W is injected into the inner cylinder 2. When the mortar is hardened, the outer cylinder 3 is formed. As shown in FIG. After draining, the pipe Ps is inserted and fixed by making a hole in the side surface of the tank T before closing the upper end surface.

この装置1によれば、各タンクTが鉛直方向に立てられて互いに近接して水平方向に並べて埋設されているので、同一容積で水平に埋設された貯留管に比べて著しく小さい平面積の地面を掘り起こすだけで足りる。即ち、タンクTと同形同大の貯留管を水平に埋設すると、1本当たり2m×7m=14m2の平面積の地面を掘削しなければならないところ、この装置1の場合は1本当たり1m×1m×3.14=3.14m2の面積を掘削するだけで足りる。また、内筒2は軽く、外筒3は現場で成形されるので、いずれも運搬が容易である。従って、土木工事費は安い。 According to this apparatus 1, since the tanks T are set up in the vertical direction and are arranged adjacent to each other in the horizontal direction, they are embedded in the horizontal direction. Just digging up is enough. That is, if a storage pipe of the same shape and size as the tank T is buried horizontally, a ground area of 2 m × 7 m = 14 m 2 must be excavated per piece. In the case of this apparatus 1, 1 m per piece It is only necessary to dig an area of × 1m × 3.14 = 3.14m 2 . Moreover, since the inner cylinder 2 is light and the outer cylinder 3 is shape | molded on-site, all are easy to convey. Therefore, civil engineering costs are low.

装置1を使用するときは、常時は短期貯留用のタンクT21の入出口を閉じておき、長期貯留用のタンクT11の入出口のみ開放しておく。すると豪雨時には先ずタンクT11に雨水が流入する。長期貯留用のタンク群T11〜T14と短期貯留用のタンク群T21〜T84とは、タンクT11とタンクT21同士、及びタンクT12とタンクT22同士が上部で連通しているだけであるのに対して、長期貯留用のタンク同士T11〜T14は下部で連通しているので、先に長期貯留用のタンク群T11〜T14が雨水で満たされる。その後、上部の管P2を介してタンクT22に雨水が流れ込む。タンクT22と他の短期貯留用のタンク群T21〜T84とは下部で連通しているので、タンク群T21〜T84は、同じ水位を保ちながら満たされていく。   When the apparatus 1 is used, the inlet / outlet of the tank T21 for short-term storage is normally closed and only the inlet / outlet of the tank T11 for long-term storage is opened. Then, during heavy rain, first, rainwater flows into the tank T11. The tank groups T11 to T14 for long-term storage and the tank groups T21 to T84 for short-term storage are such that the tanks T11 and T21 and the tanks T12 and T22 communicate with each other only at the top. Since the long-term storage tanks T11 to T14 communicate with each other in the lower part, the long-term storage tank groups T11 to T14 are first filled with rainwater. Thereafter, rainwater flows into the tank T22 via the upper pipe P2. Since the tank T22 and the other short-term storage tank groups T21 to T84 communicate with each other at the lower part, the tank groups T21 to T84 are filled while maintaining the same water level.

雨が止み、河川の水位が下がった適当な日に、タンクT21の蓋を開けて入出口4より溜まった雨水を図略のポンプで汲んで排出する。ポンプは、タンクT21の底に常設しておいて入出口4を介して外部電源と接続するようにしてもよいし、使用時に運んできても良い。タンクT21の底は、短期貯留用の他のタンクの底よりも深いから、排出に伴って短期貯留用のタンク群T21〜T84の雨水は、全部タンクT21に戻り、入出口4から排出される。   On an appropriate day when the rain has stopped and the water level in the river has dropped, the lid of the tank T21 is opened, and the rainwater collected from the inlet / outlet 4 is pumped out by a pump not shown. The pump may be permanently installed at the bottom of the tank T21 and connected to an external power source via the inlet / outlet 4, or may be carried during use. Since the bottom of the tank T21 is deeper than the bottoms of the other tanks for short-term storage, all rainwater in the tank groups T21 to T84 for short-term storage returns to the tank T21 and is discharged from the inlet / outlet 4 when discharged. .

一方、長期貯留用のタンク群T11〜T14と短期貯留用のタンク群T21〜T84とは、タンクT11とタンクT21同士、及びタンクT12とタンクT22同士が上部で連通しているだけであるから、タンクT21の入出口4からくみ出す限り、全部汲んでも長期貯留用のタンク群T11〜T14には管P2の高さまでの雨水が残る。従って、火災発生時や酷暑日などには、タンクT11の入出口4から放水または散水することにより、防火または避暑を実行することができる。   On the other hand, since the tank groups T11 to T14 for long-term storage and the tank groups T21 to T84 for short-term storage are merely in communication between the tank T11 and the tank T21 and between the tank T12 and the tank T22, As long as the water is drawn from the inlet / outlet 4 of the tank T21, rainwater up to the height of the pipe P2 remains in the tank groups T11 to T14 for long-term storage even if all the water is pumped. Therefore, in the event of a fire or on a very hot day, fire prevention or summer protection can be performed by discharging or spraying water from the inlet / outlet 4 of the tank T11.

1 雨水貯留装置
2 内筒
3 外筒
T タンク
4 入出口
P 管
DESCRIPTION OF SYMBOLS 1 Rain water storage device 2 Inner cylinder 3 Outer cylinder T Tank 4 Entrance / exit P pipe

Claims (2)

地中に水平方向に並べて埋設された複数のタンクと、タンク同士を連結する管とを備えたものにおいて、
前記各タンクが鉛直方向に立てられたプラスチック製の有底内筒と、各内筒の外周に成形され、セメントを主成分とする外筒とからなり、
前記複数のタンクのうち一部を長期貯留用、残部を短期貯留用とし、長期貯留用の少なくとも第一のタンク及び短期貯留用の少なくとも第一のタンクは、各々外部に連なる入出口を上部に有し、
長期貯留用の少なくとも一つのタンクと短期貯留用の少なくとも一つのタンクは、前記入出口よりも低い上部において互いに連通しているとともに、
長期貯留用の残りのタンク同士、並びに短期貯留用の残りのタンク同士は、下部において互いに連通していることを特徴とする雨水貯留装置。
In what comprises a plurality of tanks buried side by side horizontally in the ground, and a pipe connecting the tanks,
Wherein the plastic bottomed cylinder each tank is erected vertically, are formed on the outer periphery of each inner cylinder, Ri Do from an outer cylinder composed mainly of cement,
Among the plurality of tanks, a part is for long-term storage and the remaining part is for short-term storage, and at least a first tank for long-term storage and at least a first tank for short-term storage each have an inlet / outlet connected to the outside at the top. Have
At least one tank for long-term storage and at least one tank for short-term storage communicate with each other at an upper portion lower than the inlet / outlet;
The rainwater storage device characterized in that the remaining tanks for long-term storage and the remaining tanks for short-term storage communicate with each other in the lower part .
短期貯留用の前記第一のタンクの底は、他のタンクよりも深い請求項に記載の装置。 The apparatus of claim 1 , wherein the bottom of the first tank for short-term storage is deeper than the other tanks.
JP2011114270A 2011-05-23 2011-05-23 Rainwater storage device Active JP5704566B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011114270A JP5704566B2 (en) 2011-05-23 2011-05-23 Rainwater storage device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011114270A JP5704566B2 (en) 2011-05-23 2011-05-23 Rainwater storage device

Publications (2)

Publication Number Publication Date
JP2012241458A JP2012241458A (en) 2012-12-10
JP5704566B2 true JP5704566B2 (en) 2015-04-22

Family

ID=47463474

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2011114270A Active JP5704566B2 (en) 2011-05-23 2011-05-23 Rainwater storage device

Country Status (1)

Country Link
JP (1) JP5704566B2 (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2634385B2 (en) * 1995-03-06 1997-07-23 旭コンクリート工業株式会社 Underground water tank
JP3062581B2 (en) * 1995-03-09 2000-07-10 株式会社銭高組 Construction method of sludge treatment tank
JPH0978671A (en) * 1995-09-12 1997-03-25 Sekisui Chem Co Ltd Rain water storage facility
JP4590196B2 (en) * 2004-02-27 2010-12-01 栗本コンクリート工業株式会社 Rainwater storage tank and construction method thereof
JP2008127870A (en) * 2006-11-21 2008-06-05 Ishikawajima Constr Materials Co Ltd Rainwater storage device

Also Published As

Publication number Publication date
JP2012241458A (en) 2012-12-10

Similar Documents

Publication Publication Date Title
CN101845820B (en) Sinking-assistant construction method for sinking sunk well
CN108457285B (en) Ultra-deep pit-in-pit open type dewatering construction method
CN101701461B (en) Method for constructing energy-saving underground tube structure
CN102304926B (en) Method for fixing telegraph pole on wetland
US20150007960A1 (en) Column Buffer Thermal Energy Storage
CN102418347A (en) Drainage construction method for blind drain and sump wells in deep foundation pit
CN104005414B (en) Large-size rebar cast in place concrete pile supports the constructional method of column
CN103161162A (en) Anti-floating anchor rod capable of collecting ground source heat energy and construction method
CN113742826A (en) Active anti-floating design method based on anti-floating variable water level
JP5704566B2 (en) Rainwater storage device
CN105696611A (en) Foundation pit dewatering device for sand layer with high water permeability
CN204418194U (en) For high water-permeability layer of sand foundation pit dewatering device
JP2008127870A (en) Rainwater storage device
RU2369797C1 (en) Pipeline dike reinforcement method
KR100758231B1 (en) Environmentally friendly sloped block structure for landscaping
CN203160236U (en) Anti-floating anchor rod capable of collecting ground source heat energy
CN204356842U (en) A kind of tunnel fire protection system based on elevated storage case
CN104563214A (en) Tunnel firefighting system based on elevated water tank
AU2011202269A1 (en) A fluid storage tank
Kihila Rainwater harvesting using Ferro cement tanks an appropriate and affordable technology for small rural Institutions in Tanzania
RU2014142934A (en) ENGINEERING STRUCTURE FOR OBJECTS OF UNDERGROUND ENERGY AND UNDERGROUND VERTICAL SECTIONS OF TRANSPORT SYSTEMS
JP2017160765A (en) Horizontal dave vacuum method
KR101352885B1 (en) Rainwater storage tank
Selvakumaran Making low-cost micro-hydro schemes a sustainable reality
US20130341323A1 (en) Fluid Containment System and Building Method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20140422

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20141112

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20141118

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20141202

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: 20150210

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20150217

R150 Certificate of patent or registration of utility model

Ref document number: 5704566

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250