JPH03151424A - Wide area water facilities - Google Patents

Wide area water facilities

Info

Publication number
JPH03151424A
JPH03151424A JP1288995A JP28899589A JPH03151424A JP H03151424 A JPH03151424 A JP H03151424A JP 1288995 A JP1288995 A JP 1288995A JP 28899589 A JP28899589 A JP 28899589A JP H03151424 A JPH03151424 A JP H03151424A
Authority
JP
Japan
Prior art keywords
water
water storage
facilities
rainwater
area
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.)
Granted
Application number
JP1288995A
Other languages
Japanese (ja)
Other versions
JP2781030B2 (en
Inventor
Shigeru Ono
茂 大野
Isao Kasahara
笠原 勲
Yutaka Namiki
裕 並木
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP1288995A priority Critical patent/JP2781030B2/en
Publication of JPH03151424A publication Critical patent/JPH03151424A/en
Application granted granted Critical
Publication of JP2781030B2 publication Critical patent/JP2781030B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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

Abstract

PURPOSE:To effectively utilize water by providing water storage facilities having catchment mechanism for rain water and domestic sewage and water feed mechanism to environs in a plurality of districts, and connecting together respective water storage facilities with underground channels, canals, rivers, and the like. CONSTITUTION:In every district such as a street of office buildings 11, a park 12, a residential section 13, leisure facilities 14, and the like, water storage facilities 1 such as water storage tanks and storing reservoirs are provided for storing rain water or domestic sewage. Further the facilities 1 comprise positive catchment equipments for rain water. Further, respective water storage facilities 1 are connected together with underground channels 5, canals 6, rivers 7, and the like. In a wide territory unit, rain water or domestic sewage is effectively utilized. Hereby, urban type flood can be prevented and stable water supply can be obtained.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、都市部とその近郊地域等の広い領域単位で
、雨水または生活廃水を有効に利用する水利設備に関す
る。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to water conservancy equipment that effectively utilizes rainwater or domestic wastewater in large area units such as urban areas and suburban areas.

〔従来の技術] 従来は、雨水や生活廃水の利用は、例えば高層ビルや各
種ホール等のような大型の建物や特定地域において、自
らが雨樋等によって集めた雨水や建物内で使用して排水
した生活廃水を再処理し、中水としてトイレ用水や緑地
の滑液用水等に使用するなどして行われていた。
[Conventional technology] Conventionally, rainwater and domestic wastewater have been used in large buildings such as high-rise buildings and various halls, or in specific areas, by collecting rainwater through rain gutters or by using it inside the building. Drained domestic wastewater was reprocessed and used as gray water for toilets, synovial fluid in green areas, etc.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかしながら、従来の水利設備は、上記のように各建物
やその周辺だけの独立した設備であって貯水量が小さい
ために、水の使用量が多い地区ではかかる貯水施設の貯
水量では不足してしまうのみならず、降雨量には季節的
変動があり降雨量の少ない季節には水が不足がちになる
ために、再処理水の主水源として雨水を使えず、かかる
主水源には安定的に供給されるがより汚れていて再処理
コストの高い生活廃水を用いなければならないという問
題点があった。
However, as mentioned above, conventional water facilities are independent facilities only for each building and its surroundings, and the water storage capacity is small, so in areas where water consumption is high, the water storage capacity of such water storage facilities is insufficient. Not only does rainwater fluctuate seasonally, and water tends to be in short supply in seasons with low rainfall, so rainwater cannot be used as the main water source for reprocessed water, and such a main water source does not have a stable supply. There is a problem in that domestic wastewater that is supplied is dirty and requires high reprocessing costs.

また一方で、近年、都市部では地表がコンクリート等で
覆われて地面への吸水量が少なくなっているために、降
雨が一地区に集中すると雨水が河川に集中して流れ込ん
でしまい、いわゆる都市型洪水が頻繁に生じるが、各地
区の貯水施設単独では雨水の貯水能力が小さいために、
かかる都市型洪水の防止施設としては不充分であるとい
う問題点もあった。
On the other hand, in recent years, the ground surface in urban areas has been covered with concrete, etc., and the amount of water absorbed into the ground has decreased, so when rainfall concentrates in one area, the rainwater is concentrated and flows into rivers, resulting in so-called urban areas. Floods occur frequently, but the rainwater storage capacity of each district's water storage facilities alone is small.
There was also the problem that the facilities were inadequate as a preventive facility for such urban floods.

そこで、この発明はこのような問題点に着目してなされ
たものであり、この発明の目的は地域的、または季節的
に変動のある雨水の貯水量を安定化し、水の再処理コス
トの低い雨水を主水源として利用することができる広域
水利設備を提供することにあり、また、降雨が一地区に
集中した場合であってもかかる雨水を充分に貯水し、も
って都市型洪水を防止する広域水利設備を提供すること
にある。
Therefore, this invention was made by focusing on these problems, and the purpose of this invention is to stabilize the amount of rainwater that fluctuates regionally or seasonally, and to reduce the cost of water reprocessing. The purpose of this project is to provide wide-area irrigation facilities that can use rainwater as a main water source, and that can sufficiently store rainwater even when rainfall is concentrated in one area, thereby preventing urban flooding. The goal is to provide water facilities.

C課題を解決するための手段〕 この発明は、複数の地区のそれぞれに貯水施設を設け、
この貯水施設には雨水の集水機構と、周辺の用水施設へ
の給水機構とを接続するとともに、前記複数の貯水施設
間を水路により連結した広域水利設備を構成して前記の
課題を解決している。
Means for Solving Problem C] This invention provides water storage facilities in each of a plurality of districts,
This water storage facility is connected to a rainwater collection mechanism and a water supply mechanism to surrounding water facilities, and the above-mentioned problems are solved by configuring a wide-area water facility that connects the multiple water storage facilities with water channels. ing.

また、前記貯水施設には、生活廃水の排水路を接続した
広域水利設備とすることもできる。
Further, the water storage facility may be a wide-area water facility to which a drainage channel for domestic wastewater is connected.

(作用〕 地上に降下した雨水は、道路の側溝や建物の樋、さらに
は透水層等の集水機構により、各地区に設けられた貯水
施設に流入し一旦ここに蓄えられる。
(Operation) Rainwater that falls on the ground flows into water storage facilities installed in each district through water collection mechanisms such as road gutters, building gutters, and even permeable layers, where it is temporarily stored.

そして、この雨水は給水機構によりビルやホール、また
は公園等の、水を使用する用水施設に送られて使用され
る。
This rainwater is then sent by a water supply mechanism to water facilities that use water, such as buildings, halls, or parks, for use.

一方、各地区の貯水施設は水路によってそれぞれ連結さ
れており、これを通じて水を送受することにより各貯水
施設の貯水量の過不足をなくする。
On the other hand, the water storage facilities in each district are connected to each other by waterways, and by sending and receiving water through these channels, it is possible to eliminate surpluses and deficiencies in the amount of water stored in each water storage facility.

すなわち、ある地区で貯水量が不足しても、他の貯水量
に余裕のある貯水施設から水を供給して、水の地域的な
安定供給を可能とするほか、かかる広域水利設備では、
各地区の貯水施設の貯水量の総合量が大きく降雨量の多
い季節に予備水として貯水しておくことができるために
、降雨量の季節的な変動にも効果的に対処することが可
能である。
In other words, even if there is a shortage of water storage in a certain area, water can be supplied from other water storage facilities that have sufficient storage capacity to ensure a stable regional water supply.
Because the total amount of water stored in water storage facilities in each district is large and can be stored as reserve water during seasons of heavy rainfall, it is possible to effectively cope with seasonal fluctuations in rainfall. be.

また、−地区に降雨が集中してかかる地区の貯水施設が
一杯となっても、他の貯水施設に水路を介して送水し、
雨水を分散させて大量に貯水するために都市型洪水を有
効に防止する。
In addition, even if the water storage facility in a district becomes full due to rainfall concentrated in the - district, water will be sent to other water storage facilities via waterways,
To effectively prevent urban flooding by dispersing rainwater and storing a large amount of water.

なお、雨水に加えて、生活廃水を貯水施設に取り込めば
、常時一定量の水が貯水施設に流入することになって貯
水量をより安定化することになる。
In addition, if domestic wastewater is taken into the water storage facility in addition to rainwater, a certain amount of water will always flow into the water storage facility, making the amount of water stored more stable.

なお、ここでいう貯水施設には、特に構築した貯水槽の
ほか、池などの貯水池が含まれる。また、水路も同様に
、特に建築した地下水路等のみならず、河川や運河を含
む広義のものをいう。
Note that the water storage facility referred to here includes specifically constructed water tanks as well as reservoirs such as ponds. Similarly, waterways refer not only to specifically constructed underground waterways, but also in a broader sense, including rivers and canals.

〔実施例〕〔Example〕

まず、この発明の実施例の全体の構成を第1図及び第2
図に基づいて説明する。第1図は広域水利設備の全体構
成図であり、第2図(a)、 (b)は各貯水施設の連
結方式を示す説明図である。
First, the overall structure of the embodiment of this invention is shown in FIGS. 1 and 2.
This will be explained based on the diagram. Figure 1 is an overall configuration diagram of the wide-area water facilities, and Figures 2 (a) and (b) are explanatory diagrams showing the connection method of each water storage facility.

第1図に示すように、所定の地区にはそれぞれ貯水施設
置が構築されており、それらは各水路4によって互いに
連結されている。
As shown in FIG. 1, water storage facilities are constructed in each predetermined area, and these facilities are connected to each other by respective waterways 4.

貯水施設置は、各地区の地下の構築された貯水槽2のほ
か、湖沼や池などの貯水池3も利用される。貯水槽2は
、都市中心部のビル街11や公園12、または都市近郊
の住宅地13や遊園地、テニス場等のレジャー施設置4
等の地下の建設されており、その地区の使用水量に応じ
て、1万トンから10万トン程度の各種容量のものが構
築される。また、貯水槽2の構造も多様なものが考えら
れ、駐車場や地下街、または駅舎プラットフォームと一
体に構築されるものもある。
In addition to water storage tanks 2 built underground in each district, reservoirs 3 such as lakes and ponds are also used as water storage facilities. The water tank 2 is located in a built-up area 11 or a park 12 in the city center, or in a residential area 13 in the suburbs of the city, or in a leisure facility 4 such as an amusement park or a tennis court.
These are constructed underground, with various capacities ranging from 10,000 tons to 100,000 tons, depending on the amount of water used in the area. Furthermore, various structures can be considered for the water tank 2, and some are constructed integrally with a parking lot, an underground mall, or a station building platform.

水路4は、やはり地下に建設された地下水路5のほか、
運河6や河川7が利用される。地下水路5は新たに鉄管
などを地下に埋設して構築するほか、下水溝を利用する
などすれば比較的容易に且つ安価に構築して行くことが
できる。また、これら水路は図示しない制御施設のポン
プや水門によって、その流水量や流水方向が常時監視、
制御されており、各地区の貯水施設置の貯水量を適当な
量に維持している。
In addition to the underground waterway 5, which is also constructed underground, the waterway 4 includes
Canal 6 and river 7 are used. The underground waterway 5 can be constructed relatively easily and inexpensively by burying a new iron pipe or the like underground, or by using a sewage ditch. In addition, the flow rate and flow direction of these waterways are constantly monitored by pumps and water gates in control facilities (not shown).
The amount of water stored in each district's water storage facilities is maintained at an appropriate level.

従って、かかる実施例の広域水利設備によってはある地
区で水の使用量が多くなってその貯水施設置の水が不足
しても、貯水量に余裕のある他の地区の貯水施設置から
水を補給することができ、地域的な水の安定的供給を可
能とする。また、貯水施設置は各地区に分散して複数建
設され、合計の貯水量が大きなものとなるために、降雨
量の多い季節に貯水しておくことによって降雨量の少な
い季節の水不足を解消することができる。また逆に、あ
る地区に集中して大量の降雨があり、その地区の貯水施
設置の許容量を超えても、この雨水は水路4を通って他
の地区の貯水施設置へ送水されるため、あふれた雨水が
河川に流入して洪水を起こすことはない。
Therefore, depending on the wide-area water facility of this embodiment, even if the amount of water used in a certain area increases and the water in that water storage facility becomes insufficient, water can be extracted from the water storage facility in another area that has sufficient water storage capacity. This enables a stable regional water supply. In addition, multiple water storage facilities are constructed distributed in each district, and the total amount of water stored is large, so by storing water in seasons with high rainfall, it is possible to eliminate water shortages in seasons with low rainfall. be able to. Conversely, even if a large amount of rainfall is concentrated in a certain area and exceeds the capacity of the water storage facility in that area, this rainwater will be sent to the water storage facility in another area through the canal 4. , overflowing rainwater will not flow into rivers and cause flooding.

なお、各貯水施設置の水路3による連結方式は多様なも
のが考えらるがその例を第2図(a)、 (b)に示す
。すなわち、同図(a)に示すように都市中心に構築し
た大規模な主貯水槽IAを中心として、その周辺に複数
構築された小規模な衛星貯水槽IBを放射状に連結する
方式でもよく、また同図(b)に示すように各地区に構
築された中規模貯水槽ICを網目状に連結、する方式で
もよい。加えて、上記の放射状及び網目状の連結方式を
混在させたものでもよい。
There are various possible ways to connect each water storage facility with the waterway 3, examples of which are shown in Figures 2 (a) and (b). In other words, as shown in Figure (a), a large-scale main water tank IA built in the center of the city may be the center, and multiple small-scale satellite water tanks IB built around it may be connected radially. Alternatively, as shown in FIG. 6(b), medium-sized water tank ICs constructed in each district may be connected in a mesh pattern. In addition, a combination of the above radial and mesh connection methods may be used.

次に、各貯水施設での水の利用サイクルの一例を第3図
に基づいて説明する。
Next, an example of the water usage cycle in each water storage facility will be explained based on FIG. 3.

同図に示すように、貯水槽2は公園20の地下に地下車
道21や共同溝22と一体に建設されている。そして、
この貯水槽2は、流入する雨水や生活廃水を一旦溜めて
おく原水槽2aと、水処理プラント23を介して連通ず
る中水槽2bとに仕切られている。
As shown in the figure, the water tank 2 is constructed under the park 20 together with an underground roadway 21 and a public ditch 22. and,
The water tank 2 is partitioned into a raw water tank 2a, which temporarily stores inflowing rainwater and domestic wastewater, and a gray water tank 2b, which is communicated via a water treatment plant 23.

そして、原水槽2aには、集水機構である道路の側溝2
4や建物25の雨水集水槽26を配水管27により連結
するとともに、さらに生活廃水の排水処理プラント28
を同様に排水路27により連結している。また、中水槽
2bからは給水機構たる給水ポンプ29によって給水管
30を介して用水施設たる建築物25や公園20等に送
られ、それぞれ中水タンク31や緑地の滑液施設32に
給水されている。
The raw water tank 2a is equipped with a road gutter 2 that serves as a water collection mechanism.
4 and the rainwater collection tank 26 of the building 25 are connected by a water distribution pipe 27, and a wastewater treatment plant 28 for domestic wastewater is also connected.
are similarly connected by a drainage channel 27. In addition, water is sent from the gray water tank 2b to a building 25, a park 20, etc., which are water facilities, via a water supply pipe 30 by a water pump 29, which is a water supply mechanism, and is supplied to a gray water tank 31 and a synovial fluid facility 32 in a green space, respectively. There is.

かくして、降雨があると雨水は上記側溝24や雨水集水
槽26を介して、貯水槽2の原水槽2aに流れ込み、水
処理プラント23がこれを浄化して中水槽2bに貯水さ
れる。そして、かかる中水はポンプ29によって周辺の
建物25や公園20等の用水施設に必要量が給水されて
使用される。
Thus, when it rains, rainwater flows into the raw water tank 2a of the water storage tank 2 via the gutter 24 and the rainwater collection tank 26, and the water treatment plant 23 purifies it and stores it in the gray water tank 2b. Then, the required amount of gray water is supplied to surrounding water facilities such as buildings 25 and parks 20 by the pump 29 and used.

また、さらに生活廃水が各建物25の排水処理施設28
を介して原水槽2aに流れ込み、水の循環使用をより有
効に行う。
Furthermore, domestic wastewater is collected at wastewater treatment facilities 28 of each building 25.
The water flows into the raw water tank 2a through the water tank 2a, thereby making water circulation more effective.

なお、貯水槽2は水路4を介して他の地区の貯水槽2に
連結されており、本地区の貯水槽2の貯水量が不足した
場合、または許容貯水量を超えた場合はかかる水路4に
よって水が送受され、適正な貯水量が維持される。さら
に、貯水量が一杯になると不要になった水は下水道33
を介して河川や海に排出される。
The water tank 2 is connected to a water tank 2 in another area via a waterway 4, and if the water storage capacity of the water tank 2 in this area is insufficient or exceeds the allowable water storage capacity, the waterway 4 Water is sent and received by the system, and an appropriate amount of water storage is maintained. Furthermore, once the water storage capacity is full, the water that is no longer needed will be taken to the sewer 33.
is discharged into rivers and the sea via

〔発明の効果〕〔Effect of the invention〕

以上説明したように、本発明の広域水利設備によっては
、各地区に設けられた貯水施設を水路により連結するこ
とで、地域的、または季節的に変動のある雨水の貯水量
を安定化し、水の再処理コストの低い雨水を主水源とし
て利用することができ、且つ降雨が一地区に集中しても
いわゆる都市型洪水を有効に防止することができる。
As explained above, depending on the wide area water utilization equipment of the present invention, by connecting water storage facilities installed in each district with water channels, it is possible to stabilize the amount of rainwater stored that varies regionally or seasonally. Rainwater, which has a low reprocessing cost, can be used as a main water source, and even if rainfall is concentrated in one area, so-called urban flooding can be effectively prevented.

さらに、雨水の他、生活廃水を再処理水とじて利用する
場合は、より貯水槽への水の供給をより安定化すること
ができる。
Furthermore, when using domestic wastewater as reprocessed water in addition to rainwater, the supply of water to the water tank can be made more stable.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は広域水利設備の全体構成図、第2図(a)。 (b)は各貯水施設の連結方式の説明図、第3図は各貯
水施設周辺の水の利用サイクルの一例を示す説明図であ
る。
Figure 1 is an overall configuration diagram of wide-area irrigation facilities, and Figure 2 (a). (b) is an explanatory diagram of the connection method of each water storage facility, and FIG. 3 is an explanatory diagram showing an example of the water usage cycle around each water storage facility.

Claims (2)

【特許請求の範囲】[Claims] (1)複数の地区のそれぞれに貯水施設を設け、この貯
水施設には雨水の集水機構と、周辺の用水施設への給水
機構とを接続するとともに、前記複数の貯水施設間を水
路により連結したことを特徴とする広域水利設備。
(1) A water storage facility is provided in each of the multiple districts, and this water storage facility is connected to a rainwater collection mechanism and a water supply mechanism to surrounding water facilities, and the multiple water storage facilities are connected by water channels. A wide-area irrigation facility that is characterized by:
(2)前記貯水施設には、生活廃水の排水路を接続した
ことを特徴とする請求項(1)記載の広域水利設備。
(2) The wide-area water utilization facility according to claim (1), wherein a drainage channel for domestic wastewater is connected to the water storage facility.
JP1288995A 1989-11-07 1989-11-07 Wide-area irrigation facilities Expired - Fee Related JP2781030B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1288995A JP2781030B2 (en) 1989-11-07 1989-11-07 Wide-area irrigation facilities

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1288995A JP2781030B2 (en) 1989-11-07 1989-11-07 Wide-area irrigation facilities

Publications (2)

Publication Number Publication Date
JPH03151424A true JPH03151424A (en) 1991-06-27
JP2781030B2 JP2781030B2 (en) 1998-07-30

Family

ID=17737484

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1288995A Expired - Fee Related JP2781030B2 (en) 1989-11-07 1989-11-07 Wide-area irrigation facilities

Country Status (1)

Country Link
JP (1) JP2781030B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09235769A (en) * 1996-02-29 1997-09-09 Takiron Co Ltd Rainwater treatment system
JP2013186011A (en) * 2012-03-08 2013-09-19 Ishikawajima Constr Materials Co Ltd Radioactive decontamination system and radioactive decontamination method
CN108625428A (en) * 2017-03-17 2018-10-09 未来都市(苏州工业园区)规划建筑设计事务所有限公司 Staged self-water-supplying green city plans
KR20190017202A (en) * 2017-08-10 2019-02-20 주식회사 포스코건설 Pipe net structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09235769A (en) * 1996-02-29 1997-09-09 Takiron Co Ltd Rainwater treatment system
JP2013186011A (en) * 2012-03-08 2013-09-19 Ishikawajima Constr Materials Co Ltd Radioactive decontamination system and radioactive decontamination method
CN108625428A (en) * 2017-03-17 2018-10-09 未来都市(苏州工业园区)规划建筑设计事务所有限公司 Staged self-water-supplying green city plans
KR20190017202A (en) * 2017-08-10 2019-02-20 주식회사 포스코건설 Pipe net structure

Also Published As

Publication number Publication date
JP2781030B2 (en) 1998-07-30

Similar Documents

Publication Publication Date Title
CN107989151A (en) A kind of region rainwater catchment system engineering system and concocting method
CN112695586A (en) Sponge city water circulating system
AU2019101161A4 (en) Multifunctional sunken green space
CN108547364A (en) A kind of rainwater collecting and treating system for sponge city
CN106013386A (en) Serially-connected multi-level-rain-garden permeation system for existing residential areas
JPH03151424A (en) Wide area water facilities
CN109809632A (en) A Bioretention Pond for Improving Nitrogen and Phosphorus Removal Capability
CN108547363A (en) The energy-efficient greenery patches rainwater circulatory system
US12146311B2 (en) Distributed utility system
JPH09235769A (en) Rainwater treatment system
JPH101981A (en) Underground water storage device
CN208472920U (en) A kind of rainwater integrated system for sponge city
JP4266534B2 (en) Sewage treatment water transmission system
CN215594290U (en) Novel zero-power-consumption lawn water storage device for sponge city
CN108532711B (en) Building system based on sponge city construction
CN113216321A (en) Zero-labor-consumption lawn water storage system for sponge city
CN205975903U (en) Integrated device is collected, is stored and utilize to rainwater
CN217299194U (en) Municipal administration is with ecological area of being detained
CN110593389A (en) Rainwater recycling system
CN216238847U (en) Rainwater purification and diversion device for sponge city
CN217352775U (en) Rainwater recycling system for outdoor sport place
Thorolfsson A new direction in the urban runoff and pollution management in the city of Bergen, Norway
CN212104447U (en) Rainwater recycling system based on novel concave greenbelt
Ochi Flood and CSO control tanks: the experience in the city of Nagoya
CN200985560Y (en) Osmose tube

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees