JPH0343387A - Water reservoir - Google Patents
Water reservoirInfo
- Publication number
- JPH0343387A JPH0343387A JP1170931A JP17093189A JPH0343387A JP H0343387 A JPH0343387 A JP H0343387A JP 1170931 A JP1170931 A JP 1170931A JP 17093189 A JP17093189 A JP 17093189A JP H0343387 A JPH0343387 A JP H0343387A
- Authority
- JP
- Japan
- Prior art keywords
- water
- drum
- assembly
- earth
- filter material
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 81
- 239000000463 material Substances 0.000 claims abstract description 15
- 238000005192 partition Methods 0.000 claims abstract description 9
- 238000003860 storage Methods 0.000 claims description 16
- 239000004576 sand Substances 0.000 claims description 12
- 230000000694 effects Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 2
- 238000001914 filtration Methods 0.000 abstract 1
- 230000035699 permeability Effects 0.000 abstract 1
- 239000012209 synthetic fiber Substances 0.000 abstract 1
- 229920002994 synthetic fiber Polymers 0.000 abstract 1
- 239000002759 woven fabric Substances 0.000 abstract 1
- 239000002689 soil Substances 0.000 description 7
- 239000003651 drinking water Substances 0.000 description 6
- 235000020188 drinking water Nutrition 0.000 description 6
- 241000196324 Embryophyta Species 0.000 description 5
- 229920003002 synthetic resin Polymers 0.000 description 4
- 239000000057 synthetic resin Substances 0.000 description 4
- 239000012466 permeate Substances 0.000 description 3
- 150000003839 salts Chemical class 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000035622 drinking Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 230000002940 repellent Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、グランドや公園、ゴルフ場等の地下に設置さ
れる貯水装置に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a water storage device installed underground in grounds, parks, golf courses, etc.
古くから農業用水や飲料水の確保には様々な手段がある
。例えば、池やダム、人工湖などにより水を貯え、それ
を浄水場へ導いたり、また小川や用水路を経て農業用水
として使用している。Since ancient times, various methods have been used to secure agricultural and drinking water. For example, water is stored in ponds, dams, artificial lakes, etc., and then channeled to water purification plants, or used as agricultural water via streams and irrigation canals.
しかしながら、近年、ゴルフ場の建設ラッシュ或いはリ
ゾート地の建設等が日本経済の発展とともに活発に行わ
れており、従来の水の使用以外に大量の水が必要となっ
てきている。ゴルフ場などは芝の育成のため大量の水を
必要とし、又、競技場やリゾート地のテニスコートなど
の各種グランドもそのコンデイション維持のため多くの
水が必要になっている。又、逆にグランドやゴルフ場な
どにおいて水はけの悪い所では、雨水や地中の余剰水を
排除するため、暗渠排水管等の埋設工事を行っている。However, in recent years, there has been a boom in the construction of golf courses and the construction of resort areas, etc. along with the development of the Japanese economy, and a large amount of water has become necessary in addition to the conventional use of water. Golf courses require a large amount of water to grow grass, and various grounds such as stadiums and tennis courts at resorts also require a large amount of water to maintain their condition. On the other hand, in areas with poor drainage, such as grounds and golf courses, underground drainage pipes and the like are constructed to remove rainwater and surplus underground water.
また、離島などでは飲料水を確保するため、貯水池を高
所に建設し、雨水を貯めてそれを使用している。In addition, in order to secure drinking water on remote islands, reservoirs are built in high places and rainwater is collected and used.
ゴルフ場やリゾート地の庭園、グランドなどはその芝生
や植木などへの散水を必要とするため池を造り、貯水場
を建設しているが、池の水は夏には蒸散が激しく、雨の
少ない時期は特に使用量に限度がある。又、あまり大き
な池は土地の経済的利用という面から考えても造れない
のが現実である。一方、土地の低い所や、水はけの悪い
グランドやゴルフ場などは暗渠排水設備を設けなければ
ならないという問題があった。又、これらの排水設備か
ら排出する水はそのまま河川に放流される場合7が多く
、植木や芝生など水の必要な時には水道水などを利用し
なければならないという問題があった。Golf courses and resort gardens and grounds require watering for their lawns and plants, so they build ponds and water storage areas, but the water in the ponds evaporates rapidly in the summer, and there is little rain. There is a limit to the amount that can be used, especially at certain times of the year. Furthermore, the reality is that it is impossible to build ponds that are too large, even from the standpoint of economical land use. On the other hand, there was a problem in that culvert drainage equipment had to be installed in low-lying areas, grounds, golf courses, etc. with poor drainage. In addition, the water discharged from these drainage facilities is often discharged directly into rivers7, and there is a problem in that tap water must be used when water is needed for plants, lawns, etc.
また、市街地はもちろん都市近郊においても、近年道路
、駐車場はほとんどコンクリートやアスファルトで覆わ
れており、地上に降った雨水は地中に浸み込むことなく
、側溝から直接小河川に流れて行くため、降雨量の多い
時などは小河川の氾濫がしばしば起こるという問題が起
きている。In addition, in recent years, most roads and parking lots in urban areas as well as in the suburbs have been covered with concrete or asphalt, and rainwater that falls on the ground flows directly from side gutters into small rivers without seeping into the ground. As a result, small rivers often flood during periods of heavy rainfall.
また、離島などでは、井戸を掘るとほとんど多くの場合
、海水が入り混じり、そのままでは飲料水などには使用
できないという問題があった。又、地上に雨水溜用のタ
ンクなどを設けても、ゴミが入りやすいこと、太陽光線
が入るため緑そうが繁殖すること、又夏には水温が上昇
し、水が腐ったリボーフラが発生したりするという問題
があった。Furthermore, when wells are dug on remote islands, seawater often mixes with the water, making it unusable for drinking water. Also, even if you install a rainwater storage tank on the ground, it is easy for garbage to get in, and the sun's rays can get in, causing green sores to grow, and in the summer, when the water temperature rises, the rotten water can cause riboflora. There was a problem that
本発明は地中に、しかも広大な面積に、柱などを必要と
せず、大量の水を貯えることができる貯水装置を提供す
ることを目的とするものである。SUMMARY OF THE INVENTION An object of the present invention is to provide a water storage device that can store a large amount of water underground, over a vast area, without requiring pillars or the like.
すなわち、地面下に設けられた有底の貯水槽内に多数の
仕切り壁によって形成された筒状集合体が立設され、該
集合体の下方に水の流動間隙部が設けられていると共に
、該集合体の上面にフィルター材が載置され、さらにそ
の上を土砂で覆った貯水装置である。That is, a cylindrical aggregate formed by a large number of partition walls is set up in a bottomed water storage tank provided under the ground, and a water flow gap is provided below the aggregate. This is a water storage device in which a filter material is placed on the upper surface of the aggregate, and the filter material is further covered with earth and sand.
本発明の構成によれば、地表の水は土砂に浸透し、フィ
ルター材を通過して貯水槽に溜まる。すなわち、グラン
ドやゴルフ場などの地表に降った雨水は地中に浸透する
。多量の水であっても多数の仕切り壁によって形成され
た筒状集合体の中は全体では非常に大きな容量があるた
め、短時間で一杯になることはない、従って、グランド
やゴルフ場などの表面は暗渠排水設備が設けられている
のと同様で、地表に水溜まりができたり、地面が軟弱に
ならず、雨が降り止むと長時間待つことなく使用可能と
なるものである。According to the configuration of the present invention, surface water permeates the earth and sand, passes through the filter material, and accumulates in the water tank. In other words, rainwater that falls on the ground surface of grounds, golf courses, etc. permeates into the ground. Even with a large amount of water, the cylindrical aggregate formed by many partition walls has a very large capacity, so it does not become full in a short time. The surface is similar to that provided with culvert drainage equipment, which prevents water from forming on the surface or making the ground soft, and can be used without having to wait for a long time when the rain stops.
又、水は土砂を浸透し、フィルター材を通って貯えられ
るため、ゴミが入ったり水が腐ったりすることなく再利
用できるものである。又、地表がクリーンな状態に保た
れである場所などでは、本発明の装置によって飲料水の
確保も充分可能であり、特に離島などでは塩分を含まな
い水として好適に使用されるものである。すなわち、本
発明の構成によれば、有底の貯水槽があるため地下から
の湧水が入ることはなく、従って塩分などの流入も皆無
である。又、有底の貯水槽の上に多数の仕切り壁によっ
て形成された筒状集合体があるため、筒状集合体は部分
的に埋没したりすることがなく、地表は安定した状態に
保たれるものである。In addition, since the water permeates through the earth and sand and is stored through the filter material, it can be reused without dirt getting in or the water spoiling. Furthermore, in places where the surface of the earth is kept clean, the device of the present invention can sufficiently secure drinking water, and it is particularly suitable for use as salt-free water on remote islands. That is, according to the configuration of the present invention, since there is a bottomed water storage tank, spring water from underground does not enter, and therefore, there is no inflow of salt or the like. In addition, because there is a cylindrical aggregate formed by many partition walls on top of a bottomed water tank, the cylindrical aggregate will not be partially buried, and the ground surface will remain stable. It is something that can be done.
以下、図面に基づいて本発明の詳細な説明する。 Hereinafter, the present invention will be explained in detail based on the drawings.
第1図において、1は本発明の一実施例を示す貯水装置
、2は地表面、3は筒状集合体、4はフィルター材、6
は貯水槽である。In FIG. 1, 1 is a water storage device showing one embodiment of the present invention, 2 is the ground surface, 3 is a cylindrical aggregate, 4 is a filter material, and 6 is a water storage device showing an embodiment of the present invention.
is a water tank.
地表面2には芝生20が植生されていることもあり、公
園などでは種々の潅木や草花が植えられていることもあ
り、又、競技用のグランドである場合もある。いずれに
しても、地表面から雨水などが浸み込んでくるような状
態になっているものである。The ground surface 2 may be covered with a lawn 20, various shrubs and flowers may be planted in a park, or may be a playing ground. In any case, the condition is such that rainwater seeps in from the ground surface.
又、5は土砂層であって、フィルター材4の上に砂や土
が盛土されているものである。尚、土砂層5は小石、砂
、土であれば特に限定されるものではないが、好ましく
は小石層、砂層、砂を含む土層の順に積層されているの
が良い。土砂層の厚さは30cm〜1500cm程度が
好ましい。また貯水槽6の水を飲料水として用いる場合
には、土砂層5を厚くする必要があり、又、活性炭など
の層を形成させると、土中の臭いなど排除できるのでよ
り望ましい水が得られる。Further, 5 is an earth and sand layer, in which sand and soil are filled on top of the filter material 4. Note that the earth and sand layer 5 is not particularly limited as long as it is made of pebbles, sand, or soil, but preferably it is laminated in the order of a pebble layer, a sand layer, and a soil layer containing sand. The thickness of the soil layer is preferably about 30 cm to 1500 cm. Furthermore, if the water in the water storage tank 6 is to be used as drinking water, it is necessary to make the soil layer 5 thicker, and if a layer of activated carbon or the like is formed, odor in the soil can be eliminated and more desirable water can be obtained. .
土砂層5の下端のフィルター材4は遣水性のあるフィル
ター効果を有するもので、破れないものであれば特に限
定されるものではないが、不織布、織布などの天然繊維
や合或操維などが好適に使用される。フィルター層の厚
みは1mm以上のものが好ましく、薄層のものを何枚も
重ねて使用することも可能である。The filter material 4 at the lower end of the earth and sand layer 5 has a water repellent filter effect, and is not particularly limited as long as it does not tear. is preferably used. The thickness of the filter layer is preferably 1 mm or more, and it is also possible to use multiple thin layers stacked together.
そして、フィルター層の下には筒状集合体3が形成され
ている。A cylindrical aggregate 3 is formed below the filter layer.
第2図は本発明に使用される筒状集合体3の一例を示す
斜視図であって、横板13と縦板■4とが互いに組み合
わさった格子状の筒をしており、筒の上面の一つのマス
の面積は約1cm”〜25cm”程度のものが好ましい
。又、横板及び縦板の厚みは0.2mm〜1mmであり
、マス目が小さい時は薄肉でもよい。マス目が大きくな
れば板厚も厚くする必要がある。そして該筒状集合体の
高さは約50cm〜120cmである。その高さは特に
限定されるものではないが、あまり高くすると全体がた
わみを起こし、それによる地表の凹地発生の原因ともな
るので、その斉さは150cm以下であることが望まし
い。FIG. 2 is a perspective view showing an example of the cylindrical assembly 3 used in the present invention, in which a horizontal plate 13 and a vertical plate 4 are combined to form a lattice-shaped tube. The area of one square on the top surface is preferably about 1 cm" to 25 cm". Further, the thickness of the horizontal plate and the vertical plate is 0.2 mm to 1 mm, and may be thin when the grid is small. The larger the grid, the thicker the board needs to be. The height of the cylindrical assembly is approximately 50 cm to 120 cm. The height is not particularly limited, but if it is too high, the entire structure will bend, which may cause depressions on the ground surface, so it is desirable that the height is 150 cm or less.
また、該集合体3の下方には水の流動間隙15が設けら
れている。これは水の横の移動を可能にするために設け
られたもので、それぞれの筒状体の中に水が満杯になっ
た場合、貯水槽内の水を抜く必要があり、又散水などに
より水を必要とする場合、水の移動を可能にするためで
ある。従って水の流動間隔15は筒状体のできるだけ下
に位置している方が良いことは言うまでもない。又、筒
状体を構成する全仕切り壁に設ける必要はないが、少な
くとも一箇所でしかも必ずその水路は水の排出口8に通
じていなければならない。又、貯水槽の下底は排出口8
の方にわずかな流れ勾配を有していることが好ましい。Further, a water flow gap 15 is provided below the aggregate 3. This was provided to allow water to move horizontally, and when each cylindrical body is full of water, it is necessary to drain the water in the tank, or by watering etc. This is to enable the movement of water when water is required. Therefore, it goes without saying that it is better for the water flow interval 15 to be located as low as possible in the cylindrical body. Further, although it is not necessary to provide the water channel in all the partition walls constituting the cylindrical body, the water channel must be connected to the water outlet 8 at least in one place. Also, the bottom of the water tank is the outlet 8.
It is preferred to have a slight flow gradient towards.
このような筒状集合体3は合成樹脂板の組み合わせ体又
は合成樹脂の一体成形体などで形成するのが望ましい。It is desirable that such a cylindrical assembly 3 be formed of a combination of synthetic resin plates or an integrally molded synthetic resin body.
地中でしかも水中にあっていつまでも使用できしかも剛
性を有するものであれば何でも使用可能であるが、成形
加工性、経済性、持ち運びなど取り扱いの良さなどを合
わせ考えると合成樹脂板の組み合わせが優れている。Any material can be used as long as it can be used underground or underwater, can be used indefinitely, and has rigidity, but considering the ease of molding, economy, and ease of handling such as portability, the combination of synthetic resin plates is superior. ing.
第1図において、地表2に降った雨水は土砂層5に吸収
され、フィルター材4を通過して多数の筒状体内にゆっ
くり流れ込む。そして流れ込んだ水は排水口8を通過し
て木取出槽7に一旦貯まるが、該槽7の水位が排出口8
より上に上昇すると水は筒状集合体3に貯えられてくる
。従って、氷取出N7の水位をみれば筒状集合体のどの
あたりまで水が溜まっているか一目で判るものである。In FIG. 1, rainwater falling on the earth's surface 2 is absorbed by the earth and sand layer 5, passes through the filter material 4, and slowly flows into a large number of cylindrical bodies. The flowing water passes through the drain 8 and is temporarily stored in the wood removal tank 7, but the water level in the tank 7 is lower than the water level at the outlet 8.
As the water rises higher, it is stored in the cylindrical aggregate 3. Therefore, by looking at the water level of the ice outlet N7, it is possible to see at a glance how far in the cylindrical aggregate the water has accumulated.
また、木取出槽7には余剰水のオーバーフロー用口9が
設けである。又、該取出N7の上には完全に密閉できる
蓋17が設けてあり、ゴミや取出槽7の上部から雨水な
どが流れ込まないようになっている。又、該取出i/R
7はコンクリートなどで造られるものである。The wood removal tank 7 is also provided with an overflow port 9 for excess water. Moreover, a lid 17 that can be completely sealed is provided above the take-out tank 7 to prevent dust and rainwater from flowing into the top of the take-out tank 7. Also, the extraction i/R
7 is made of concrete or the like.
第3図は本発明に使用される筒状集合体3の他の実施例
を示す斜視図であって、4はフィルタ材を示す。該集合
体3は合成樹脂の一体成形体であってハニカム状のもの
である。このような成形体は例えば特公昭62−208
86号などの装置によって得られるものである。該ハニ
カム状の集合体3の下方には水の流動間隙15が設けら
れている。一体成形の場合は仕切り壁面がきわめて薄い
ものでも上下方向の耐圧強度が大きいので軽くてより好
ましい集合体が得られるが、高さの高いものや広い面積
のものが得られ難いという難点もある。FIG. 3 is a perspective view showing another embodiment of the cylindrical assembly 3 used in the present invention, and 4 indicates a filter material. The aggregate 3 is an integrally molded synthetic resin body and has a honeycomb shape. Such molded bodies are manufactured by, for example, Japanese Patent Publication No. 62-208.
This is obtained by a device such as No. 86. A water flow gap 15 is provided below the honeycomb-shaped aggregate 3. In the case of integral molding, even if the partition wall surface is extremely thin, it has high pressure resistance in the vertical direction, so a lighter and more preferable assembly can be obtained, but it also has the disadvantage that it is difficult to obtain one with a high height or a large area.
以上の説明から明らかなように、地表に溜まった水の排
水処理ができると同時に必要な時に地下貯水槽の水を使
用することができるという二つの大きな効果を奏する。As is clear from the above explanation, it has two major effects: it is possible to drain water that has accumulated on the ground surface, and at the same time, it is possible to use water in the underground water tank when necessary.
すなわち、ゴルフ場や競技用のグランド、又公園などは
多量の雨が降ると排水設備のない所では24時間以上使
用不可能になるが、本発明の構成によれば地表の雨水は
地中の土砂層を通過して、さらにフィルター層を通過し
て、筒状集合体の中に貯水される。従って地表は常に水
溜まりなどできず、雨が降った後、短時間で使用可能と
なるという利点がある。しかも筒状集合体は多数の仕切
り壁を有するため、上下方向の圧縮強度は極めて大きく
圧壊することはない。In other words, when it rains a lot, golf courses, competition grounds, parks, etc. become unusable for more than 24 hours without drainage facilities, but according to the structure of the present invention, rainwater on the surface is drained underground. The water passes through the sediment layer, then through the filter layer, and is stored in the cylindrical aggregate. Therefore, there is an advantage that water does not always accumulate on the ground surface, and it can be used in a short time after it rains. Moreover, since the cylindrical assembly has a large number of partition walls, the compressive strength in the vertical direction is extremely large and it will not be crushed.
又、有底の貯水槽内に水が満杯になったら筒状集合体の
下方に設けられた間隙部から水が流動し、系外に排出さ
れる。Furthermore, when the bottomed water storage tank becomes full of water, the water flows through the gap provided below the cylindrical assembly and is discharged outside the system.
また貯水槽内に溜まった水は植物育成のための散水とし
て使用できるという利点を有する。又、離島などでは地
下水は塩分が混入するため飲料水や植物への散水として
使用できないが、本発明の装置は有底の貯水槽があり、
塩水などの含まれた地下水の混入はなく、しかも雨水が
土砂層及びフィルター層を通過しているので良質の飲料
水が得られるという効果を有する。Another advantage is that the water collected in the water tank can be used for watering for growing plants. In addition, in remote islands, underground water cannot be used for drinking or watering plants because it is contaminated with salt, but the device of the present invention has a water tank with a bottom.
There is no contamination of groundwater containing salt water and the like, and since rainwater passes through the soil layer and filter layer, it has the effect of providing good quality drinking water.
第1図は本発明の一実施例を示す貯水装置の断面図、第
2図は本発明に使用される筒状集合体の一実施例を示す
斜視図、第3図は本発明に使用される筒状集合体の他の
実施例を示す斜視図である。
1・・・貯水装置、2・・・地表面、3・・・筒状集合
体、4・・・フィルター材、5・・・土砂層、6・・・
貯水槽、15・・・流動間隙。Fig. 1 is a sectional view of a water storage device showing an embodiment of the present invention, Fig. 2 is a perspective view showing an embodiment of a cylindrical assembly used in the invention, and Fig. 3 is a sectional view of a water storage device showing an embodiment of the present invention. FIG. 3 is a perspective view showing another embodiment of the cylindrical assembly. DESCRIPTION OF SYMBOLS 1... Water storage device, 2... Ground surface, 3... Cylindrical aggregate, 4... Filter material, 5... Sediment layer, 6...
Water tank, 15...flow gap.
Claims (1)
切り壁によって形成された筒状集合体が立設され、該集
合体の下方に水の流動間隙部が設けられていると共に、
該集合体の上面にフィルター材が載置され、さらにその
上を土砂層で覆ったことを特徴とする貯水装置。(1) A cylindrical assembly formed by a number of partition walls is set up in a bottomed water storage tank provided below the ground, and a water flow gap is provided below the assembly. With,
A water storage device characterized in that a filter material is placed on the upper surface of the aggregate, and the filter material is further covered with a layer of earth and sand.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1170931A JPH0343387A (en) | 1989-06-30 | 1989-06-30 | Water reservoir |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1170931A JPH0343387A (en) | 1989-06-30 | 1989-06-30 | Water reservoir |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0343387A true JPH0343387A (en) | 1991-02-25 |
Family
ID=15914020
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1170931A Pending JPH0343387A (en) | 1989-06-30 | 1989-06-30 | Water reservoir |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0343387A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2827216A1 (en) * | 2001-07-13 | 2003-01-17 | Leroux Gilles Sa | Ink jet printer has externally supplied pneumatic system and ink reservoir on printing module which is segmented either rectangularly or with honeycombe structure and connected to fixed reservoir |
WO2003006247A1 (en) * | 2001-07-13 | 2003-01-23 | Gilles Leroux S.A. | Inkjet digital printing device and ink reservoir |
CN109080993A (en) * | 2018-08-16 | 2018-12-25 | 闫大勇 | A kind of sodium hydroxide damp-proof storage facilities |
-
1989
- 1989-06-30 JP JP1170931A patent/JPH0343387A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2827216A1 (en) * | 2001-07-13 | 2003-01-17 | Leroux Gilles Sa | Ink jet printer has externally supplied pneumatic system and ink reservoir on printing module which is segmented either rectangularly or with honeycombe structure and connected to fixed reservoir |
WO2003006247A1 (en) * | 2001-07-13 | 2003-01-23 | Gilles Leroux S.A. | Inkjet digital printing device and ink reservoir |
CN109080993A (en) * | 2018-08-16 | 2018-12-25 | 闫大勇 | A kind of sodium hydroxide damp-proof storage facilities |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5810510A (en) | Underground drainage system | |
US9085887B2 (en) | Integrated tree root and storm water system | |
JP5248944B2 (en) | Greening device that uses purified road surface drainage | |
GB2266647A (en) | Drainage box | |
CN108193758B (en) | Sponge urban road storing and draining structure | |
CN110016886B (en) | Riverway near natural ecological embankment | |
EP2468963B1 (en) | Water management system for golf courses | |
CN207597185U (en) | Multi-functional ink storage draining and the urban ecology road surface for conserving lawn | |
CN110629619A (en) | Sponge type green land construction structure technology | |
JP3284346B2 (en) | Underground water storage system | |
KR101887525B1 (en) | Construction structure of water treatment device having grating room and construction method of waterscape/water culture facility having the same | |
CN206233301U (en) | Green grassland rainwater cyclic utilization system | |
JPH0343387A (en) | Water reservoir | |
JPH08311938A (en) | Recharge type storage facility | |
CN210491807U (en) | Rainwater collection ecological tree pool | |
JP3693176B2 (en) | Rainwater underground filtration water supply system | |
CN210263284U (en) | Gardens drainage structures | |
JP3506371B2 (en) | Retaining wall greening block and retaining wall greening structure | |
JP2915389B1 (en) | Filtration type water storage tank device | |
CN101606480B (en) | Rainwater permeation collection and irrigation saving system | |
CN219060263U (en) | Concealed novel ecological intercepting ditch for pavement side slope | |
CN221398545U (en) | Sponge urban road structure | |
CN220564983U (en) | Novel ecological corridor structure of urban road | |
AU704302B2 (en) | Underground drainage system | |
JP7490289B1 (en) | Rainwater infiltration and storage circulation system |