JP2003232071A - Side ditch - Google Patents

Side ditch

Info

Publication number
JP2003232071A
JP2003232071A JP2002031979A JP2002031979A JP2003232071A JP 2003232071 A JP2003232071 A JP 2003232071A JP 2002031979 A JP2002031979 A JP 2002031979A JP 2002031979 A JP2002031979 A JP 2002031979A JP 2003232071 A JP2003232071 A JP 2003232071A
Authority
JP
Japan
Prior art keywords
gutter
water
rainwater
water storage
storage tank
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
Application number
JP2002031979A
Other languages
Japanese (ja)
Inventor
Takeo Mihara
武夫 三原
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.)
MIHARA BUSSAN KK
Original Assignee
MIHARA BUSSAN KK
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 MIHARA BUSSAN KK filed Critical MIHARA BUSSAN KK
Priority to JP2002031979A priority Critical patent/JP2003232071A/en
Publication of JP2003232071A publication Critical patent/JP2003232071A/en
Pending 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
    • 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

<P>PROBLEM TO BE SOLVED: To provide a side ditch which has a water storage tank for storing therein water for fire-fighting or the like, at a lower portion of a side ditch main body. <P>SOLUTION: The side ditch is embedded in a road at a location of a shoulder or the like to drain rain water, etc. The side ditch main body 1 is molded of concrete, and has the water storage tank 3 at a lower portion thereof, which water storage tank is separated by a partition wall 1d from a channel 1g in which rainwater, etc., flow. By using the water storage tanks 3 of the side ditches embedded in every corner of a city, a huge amount of rain water, etc., can be stored. Therefore, when a fire breaks out, the rainwater, etc., can be drawn from the water storage tank 3 of the side ditch embedded in the road near the fire site, as water for fire-fighting, which enables early fire-fighting, to thereby prevent occurrence of conflagration. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は側溝本体の下部に貯
水槽が設けられた側溝に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a gutter provided with a water tank at the bottom of a gutter body.

【0002】[0002]

【従来の技術】従来道路の路肩に埋設された側溝には、
上面が解放するU字溝と、上面が閉鎖された暗渠等があ
り、これらU字溝や暗渠は、予めコンクリートにより成
形された成形品を道路の路肩に埋設することによって側
溝を形成しており、雨水等を排水処理する機能を有して
いる。
2. Description of the Related Art Conventional gutters buried in the shoulders of roads
There are U-shaped grooves whose upper surface is open, and underdrains whose upper surfaces are closed. These U-shaped grooves and underdrain have gutters formed by embedding a molded product made of concrete in advance on the road shoulder. It also has the function of treating rainwater as wastewater.

【0003】[0003]

【発明が解決しようとする課題】しかし従来のU字溝や
暗渠等の側溝は、都市の隅々にまで埋設されているのに
もかかわらず、雨水等の排水処理にのみ使用されている
だけで、有効利用が図られていないのが実情である。
However, even though the conventional U-shaped ditch and underditch are buried in every corner of the city, they are only used for wastewater treatment such as rainwater. However, the actual situation is that effective use has not been achieved.

【0004】本発明はかかる事情に鑑みなされたもの
で、側溝本体の下部に消火用水等を貯水する貯水槽を設
けた側溝を提供して、側溝の有効利用を図ることを目的
とするものである。
The present invention has been made in view of the above circumstances, and it is an object of the present invention to provide a gutter provided with a water tank for storing fire extinguishing water or the like at the bottom of the gutter body, and to effectively utilize the gutter. is there.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するため
本発明の側溝は、道路の路肩等に埋設して雨水等の排水
を行う側溝であって、コンクリートにより成形された側
溝本体の下部に、雨水等が流通する流路と仕切り壁によ
り区画された貯水槽を設けたものである。
In order to achieve the above object, the gutter of the present invention is a gutter that is buried in a road shoulder or the like to drain rainwater and the like, and is formed in a lower part of a gutter body formed of concrete. A water storage tank is provided which is partitioned by a flow path through which rainwater and the like flow and a partition wall.

【0006】前記構成により、都市の隅々に埋設された
側溝の貯水槽を利用して多量の雨水等を貯水することが
できるため、火災の際、火災現場近くに埋設されている
側溝の貯水槽より消火用水として取水することにより消
火活動が早期に実施でき、これによって大火災になるの
を未然に防止することができると共に、消火用の貯水槽
を設置するスペースのない建屋の密集した都市部の防火
対策に特に有効である。
With the above construction, since a large amount of rainwater can be stored using the water tanks of the gutters buried in every corner of the city, in the event of a fire, the water storage of the gutters buried near the fire site Firefighting activities can be carried out early by taking in water as fire extinguishing water from the tank, which can prevent a major fire from occurring, and a city with a dense building without a space to install a water tank for fire extinguishing. It is especially effective for fire protection measures in some parts.

【0007】前記目的を達成するため本発明の側溝は、
仕切り壁に、流路を流通する雨水等を貯水槽に落下させ
る落水孔を形成したものである。
In order to achieve the above object, the gutter of the present invention comprises:
The partition wall is provided with a water drop hole through which rainwater or the like flowing through the flow channel is dropped into the water storage tank.

【0008】前記構成により、降雨毎に雨水等が貯水槽
に貯水され、貯水槽が一杯になると余剰となった雨水等
は流路より排水されるため、常時貯水槽内に一定量の雨
水等を貯水することができる。
With the above structure, rainwater is stored in the water tank each time it rains, and when the water tank is full, the surplus rainwater is drained from the flow path, so that a certain amount of rainwater is always stored in the water tank. Can store water.

【0009】前記目的を達成するため本発明の側溝は、
側溝本体をU字溝により形成したものである。
In order to achieve the above object, the gutter of the present invention comprises:
The gutter body is formed by a U-shaped groove.

【0010】前記構成により、コンクリートによりU字
溝を成形する際、貯水槽を同時に成形することができる
ため、貯水槽を有する側溝が安価に得られるようにな
る。
With the above construction, when the U-shaped groove is formed from concrete, the water tank can be formed at the same time, so that the side groove having the water tank can be obtained at low cost.

【0011】前記目的を達成するため本発明の側溝は、
側溝本体を、暗渠により形成したものである。
To achieve the above object, the gutter of the present invention comprises:
The gutter main body is formed by an underdrain.

【0012】前記構成により、コンクリートにより暗渠
を成形する際、貯水槽を同時に成形することができるた
め、貯水槽を有する側溝が安価に得られるようになる。
前記目的を達成するため本発明の側溝は、貯水槽を地下
ケーブルや地下埋設管等の埋設用暗渠と兼用したもので
ある。
With the above construction, when the underdrain is molded from concrete, the water storage tank can be formed at the same time, so that the side groove having the water storage tank can be obtained at low cost.
In order to achieve the above object, the gutter of the present invention uses the water tank as an underground conduit for underground cables, underground pipes, or the like.

【0013】前記構成により、都市の隅々に埋設された
側溝の貯水槽を利用して地下ケーブルや地下埋設管等を
埋設することができるため、地下ケーブルや地下埋設管
等を埋設する費用の大幅な削減が図れるようになる。
With the above structure, underground cables, underground pipes, etc. can be buried by utilizing the water tanks of the gutters buried in every corner of the city. Therefore, the cost of burying underground cables, underground pipes, etc. can be reduced. It will be possible to achieve significant reductions.

【0014】[0014]

【発明の実施の形態】本発明の実施の形態を、図面を参
照して詳述する。図1は側溝の斜視図、図2は側溝の一
部切欠側面図、図3は図2のA‐A線に沿う断面図、図
4は路肩へ埋設した状態の平面図である。側溝本体1は
コンクリートにより成形されたU字溝より形成されてい
て、断面がほぼU字状をなしており、内部に鉄筋2が埋
め込まれている。側板本体1の両側板1aは、上部側が
厚肉となっていて、厚肉部1bの互に対向する面に、図
示しない蓋体を上方より嵌合する段部1cが形成されて
いる。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described in detail with reference to the drawings. 1 is a perspective view of the side groove, FIG. 2 is a partially cutaway side view of the side groove, FIG. 3 is a cross-sectional view taken along the line AA of FIG. 2, and FIG. 4 is a plan view in a state of being embedded in a road shoulder. The gutter main body 1 is formed of a U-shaped groove formed of concrete, has a substantially U-shaped cross section, and has a reinforcing bar 2 embedded therein. The both side plates 1a of the side plate body 1 are thick on the upper side, and step portions 1c into which a lid (not shown) is fitted from above are formed on the surfaces of the thick portions 1b facing each other.

【0015】側板本体1の下部側には、仕切壁1dによ
り区割された貯水槽3が側溝本体1の長手方向に全長に
亘って形成されている。仕切壁1dは側溝本体1の底板
1fより上方に設けられていて、底板1fとほぼ平行す
るよう側板1aの内面間に水平に横架されており、側溝
本体1をコンクリートで成形する際、側溝本体1と一体
に成形されていると共に、仕切壁1dの任意な個所に
は、側溝本体1の流路1g内を流通する雨水等を貯水槽
3内へ落下させる落水孔1hが形成されている。
On the lower side of the side plate body 1, a water storage tank 3 divided by a partition wall 1d is formed over the entire length of the side groove body 1 in the longitudinal direction. The partition wall 1d is provided above the bottom plate 1f of the gutter main body 1 and horizontally laid between the inner surfaces of the side plates 1a so as to be substantially parallel to the bottom plate 1f. While being integrally formed with the main body 1, a drop hole 1h for dropping rainwater or the like flowing in the flow passage 1g of the gutter main body 1 into the water storage tank 3 is formed at an arbitrary position of the partition wall 1d. .

【0016】また側溝本体1の一方の端面には、端面の
ほぼ全面に亘って嵌合突部1iが突設されており、他方
の面には、嵌合突部1iが嵌合する嵌合凹部1jが形成
されていて、側溝本体1を路肩等へ埋設する際、これら
嵌合突部1iと嵌合凹部1jを互に嵌合することによ
り、接続部より漏水するのを防止するようになってい
る。
A fitting projection 1i is provided on one end surface of the gutter main body 1 over substantially the entire end surface, and the other surface is fitted with the fitting projection 1i. When the recessed portion 1j is formed and the gutter main body 1 is buried in a road shoulder or the like, the fitting protrusion 1i and the fitting recessed portion 1j are fitted to each other to prevent water leakage from the connection portion. Has become.

【0017】次に前記構成された側溝の作用を説明す
る。側溝本体1は予め工場で成形されたもの作業現場に
搬入して埋設を行うが、埋設に当っては、まず油圧ショ
ベル等の建設機械を使用して路肩を道路に沿って掘削し
たら、掘削した溝内に側溝本体1を収容して、嵌合突部
1iと嵌合凹部1jを嵌合することにより、各側溝本体
1を順次接続していくが、接続部にゴム等の弾性材料よ
りなるシール部材(図示せず)を介在させて、貯水槽3
に貯水された雨水等が接続部より漏水するのを防止す
る。
Next, the operation of the above-described side groove will be described. The gutter main body 1 is molded in a factory in advance and is carried into a work site for burial. At the time of burying, first, a construction machine such as a hydraulic excavator is used to excavate the road shoulder along the road, and then the digging is performed. By accommodating the gutter main body 1 in the groove and fitting the fitting protrusions 1i and the fitting recesses 1j, the gutter main bodies 1 are sequentially connected, but the connecting portion is made of an elastic material such as rubber. Water tank 3 with a sealing member (not shown) interposed
Prevents rainwater stored in the tank from leaking from the connection.

【0018】側溝本体1の埋設が完了したら、図4に示
すように例えば10m間隔程度に枡4を設置するが、側
溝本体1の下部に設けられた貯水槽2に貯水された雨水
等を火災の際の消火用水に使用する場合は、この枡4は
取水口として機能し、また貯水槽2内に通信ケーブル等
の地下ケーブルや、水道、ガスなどの地下埋設管等を収
容した場合は、前記枡4が地下ケーブルや地下埋設管等
の引き出し口や、引き込み口として機能する。
After the burying of the gutter main body 1 is completed, as shown in FIG. 4, the masu 4 are installed at intervals of about 10 m, for example. Rainwater stored in the water tank 2 provided at the bottom of the gutter main body 1 causes a fire. When used for fire extinguishing water in case of, when this basin 4 functions as an intake port, and when the underground cable such as communication cable or underground pipe such as water or gas is stored in the water tank 2, The masu 4 functions as an outlet or an inlet for underground cables, underground pipes, and the like.

【0019】以上のようにして側溝本体1や枡4の埋設
が完了したら、側溝本体1の上面開口部に蓋体を嵌合し
て、雨水等の排水用側溝に供するもので、降雨時の際に
流路1gを流通する雨水等の一部が仕切壁1dに形成さ
れた落水孔1hより貯水槽3へ流入して貯水槽3に貯水
される。そして貯水槽3に貯水された雨水等を、火災の
際の消火用水に使用する場合は、枡4に消防車の取水管
を投入することにより、貯水槽3内の雨水等を消火用水
として利用することができる。また雨水とともに落水孔
1hより貯水槽3へ流入して貯水槽3の底部に堆積した
土砂等は、バキュームカー等により枡4から吸い出すこ
とができるため、貯水槽3の貯水量が堆積した土砂等に
より減少するのを防止することもできる。
After the burying of the gutter main body 1 or the masu 4 is completed as described above, a lid is fitted into the upper opening of the gutter main body 1 to be used as a drainage gutter for rainwater or the like. At this time, a part of rainwater flowing through the flow path 1g flows into the water storage tank 3 through the water drop hole 1h formed in the partition wall 1d and is stored in the water storage tank 3. When the rainwater stored in the water tank 3 is used for fire extinguishing water in the event of a fire, the rainwater in the water tank 3 is used as fire extinguishing water by inserting the intake pipe of the fire engine into the box 4. can do. Moreover, since the earth and sand that have flown into the water storage tank 3 through the drop hole 1h with rainwater and accumulated on the bottom of the water storage tank 3 can be sucked out from the box 4 by a vacuum car or the like, the amount of earth and sand accumulated in the water storage tank 3 can be collected. Can also be prevented from decreasing.

【0020】一方貯水槽3内を地下ケーブルや地下埋設
管等の埋設用に利用する場合は、枡4が地下ケーブルや
地下埋設管等の引き出し口や引き込み口として使用でき
ると共に、防水構造の通信ケーブルや地下埋設管等の場
合、雨水等を貯水した貯水槽3に地下ケーブルや地下埋
設管等を収容することにより、貯水槽と埋設用暗渠を兼
用することもできる。
On the other hand, when the inside of the water storage tank 3 is used for burying an underground cable or an underground burying pipe, the basin 4 can be used as an outlet or a drawing port for the underground cable or the underground burying pipe, and communication of a waterproof structure. In the case of a cable, an underground buried pipe, etc., by storing the underground cable, the underground buried pipe, etc. in the water tank 3 storing rainwater etc., it is possible to use both the water tank and the underground culvert.

【0021】なお図5及び図6は側溝を暗渠とした場合
の変形例で、コンクリートにより角筒状に成形された側
溝本体1の下部に、U字溝の場合と同様に仕切壁1dに
より区割された貯水槽3を形成したもので、側溝本体1
の上面には、雨水等が流入する溝1kが長手方向に形成
されており、溝1kにはゴミ等が流入するのを防止する
網体5が嵌着されている。前記変形例になる暗渠も、道
路の路肩に図6に示すように埋設して側溝として使用す
るが、貯水槽3の機能は前記実施の形態と同様なので、
その説明は省略する。
5 and 6 show a modified example in which the gutter is a culvert. In the lower part of the gutter body 1 formed of concrete into a square tube shape, a partition wall 1d is used to divide the gutter body into the lower part. Formed divided water tank 3, gutter main body 1
A groove 1k through which rainwater or the like flows is formed in the longitudinal direction on the upper surface of the mesh 1, and a net body 5 that prevents dust and the like from flowing into the groove 1k is fitted in the groove 1k. The underdrain which is the modified example is also used as a gutter by being buried in the shoulder of the road as shown in FIG.
The description is omitted.

【0022】[0022]

【発明の効果】本発明は以上詳述したように、道路の路
肩等に埋設して雨水等の排水を行う側溝の下部に、雨水
等が流通する流路と仕切り壁により区画された貯水槽を
設けたことから、都市の隅々に埋設された側溝の貯水槽
を利用して多量の雨水等を貯水することができるため、
火災の際、火災現場近くに埋設されている側溝の貯水槽
より消火用水として取水することにより消火活動が早期
に実施でき、これによって大火災になるのを未然に防止
することができると共に、消火用の貯水槽を設置するす
るスペースのない家屋が密集した都市部の防火対策に特
に有効である。
INDUSTRIAL APPLICABILITY As described above in detail, the present invention is a water tank which is divided by a partition wall and a flow path through which rainwater and the like circulate in the lower part of a gutter which is buried in the shoulder of a road and drains rainwater and the like. Because it is possible to store a large amount of rainwater etc. using the water tank of the gutter buried in every corner of the city,
In the event of a fire, water can be taken from the water storage tank in the gutter buried near the fire site as water for extinguishing fires, so that fire-fighting activities can be carried out at an early stage, which can prevent a major fire and prevent fires. It is especially effective for fire prevention measures in urban areas where there are many houses with no space to install water tanks for water.

【0023】また仕切り壁に、流路を流通する雨水等を
貯水槽に落下させる落水孔を形成したことから、降雨毎
に雨水等が貯水槽に貯水され、貯水槽が一杯になると余
剰となった雨水等は流路より排水されるため、常時貯水
槽内に一定量の雨水等を貯水することができると共に、
側溝本体をU字溝または暗渠により形成したことから、
コンクリートによりU字溝や暗渠を成形する際、貯水槽
を同時に成形することができるため、貯水槽を有する側
溝が安価に得られるようになる。
Further, since the partition wall is provided with a water drop hole for dropping rainwater flowing through the flow path into the water tank, the rainwater is stored in the water tank each time it rains, and when the water tank is full, it becomes a surplus. Rainwater is drained from the flow channel, so a certain amount of rainwater can be stored in the water tank at all times.
Since the gutter body is formed by a U-shaped groove or an underdrain,
When the U-shaped groove or the underdrain is molded with concrete, the water storage tank can be formed at the same time, so that the gutter having the water storage tank can be obtained at low cost.

【0024】さらに貯水槽を地下ケーブルや地下埋設管
等の埋設用暗渠と兼用したことから、都市の隅々に埋設
された側溝の貯水槽を利用して地下ケーブルや地下埋設
管等を埋設することができるため、地下ケーブルや地下
埋設管等を埋設する費用の大幅な削減が図れるようにな
る。
Furthermore, since the water tank is also used as an underground culvert for underground cables, underground pipes, etc., underground cables, underground pipes, etc. are buried using the water tanks of the gutters buried in every corner of the city. Therefore, the cost for burying underground cables and underground pipes can be significantly reduced.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施の形態になる側溝の斜視図であ
る。
FIG. 1 is a perspective view of a gutter according to an embodiment of the present invention.

【図2】本発明の実施の形態になる側溝の一部切欠側面
図である。
FIG. 2 is a partially cutaway side view of a side groove according to an embodiment of the present invention.

【図3】図2のA−Aに沿う断面図である。3 is a sectional view taken along the line AA of FIG.

【図4】本発明の実施の形態になる側溝の埋設状態を示
す平面図である。
FIG. 4 is a plan view showing a buried state of the side groove according to the embodiment of the present invention.

【図5】本発明の実施の形態になる側溝の変形例を示す
斜視図である。
FIG. 5 is a perspective view showing a modified example of the side groove according to the embodiment of the present invention.

【図6】変形例になる側溝の埋没状態を示す図面であ
る。
FIG. 6 is a view showing a buried state of a side groove according to a modified example.

【符号の説明】[Explanation of symbols]

1 側溝本体 1d 仕切り壁 1g 流路 1h 落水孔 2 鉄筋 3 貯水槽 1 Gutter body 1d partition wall 1g flow path 1h Drop hole 2 rebar 3 water tank

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 道路の路肩等に埋設して雨水等の排水を
行う側溝であって、コンクリートにより成形された側溝
本体の下部に、雨水等が流通する流路と仕切り壁により
区画された貯水槽を設けたことを特徴とする側溝。
1. A gutter which is buried in a road shoulder or the like for draining rainwater and the like, and which is a lower part of a main body of the gutter made of concrete, in which a flow path through which rainwater flows and a storage wall partitioned by a partition wall. A gutter characterized by the provision of a tank.
【請求項2】 前記仕切り壁に、前記流路を流通する雨
水等を前記貯水槽に落下させる落水孔を形成しなる請求
項1に記載の側溝。
2. The gutter according to claim 1, wherein the partition wall is provided with a water drop hole through which rainwater or the like flowing through the flow channel is dropped into the water storage tank.
【請求項3】 前記側溝本体をU字溝により形成してな
る請求項1または2に記載の側溝。
3. The gutter according to claim 1, wherein the gutter main body is formed by a U-shaped groove.
【請求項4】 前記側溝本体を、暗渠により形成してな
る請求項1または2に記載の側溝。
4. The gutter according to claim 1, wherein the gutter main body is formed by an underdrain.
【請求項5】 前記貯水槽を、地下ケーブルや地下埋設
管等の埋設用暗渠と兼用してなる請求項1ないし4のい
ずれかに記載の側溝。
5. The gutter according to claim 1, wherein the water storage tank is also used as an underground culvert for burying an underground cable, an underground burying pipe, or the like.
JP2002031979A 2002-02-08 2002-02-08 Side ditch Pending JP2003232071A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002031979A JP2003232071A (en) 2002-02-08 2002-02-08 Side ditch

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002031979A JP2003232071A (en) 2002-02-08 2002-02-08 Side ditch

Publications (1)

Publication Number Publication Date
JP2003232071A true JP2003232071A (en) 2003-08-19

Family

ID=27775227

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002031979A Pending JP2003232071A (en) 2002-02-08 2002-02-08 Side ditch

Country Status (1)

Country Link
JP (1) JP2003232071A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2423098A (en) * 2006-03-29 2006-08-16 E Van Johnson Rainwater recycling system
CN107143023A (en) * 2017-06-30 2017-09-08 安徽超清科技股份有限公司 A kind of urban road intelligent drainage system
CN109024857A (en) * 2018-08-31 2018-12-18 贵州省水利水电勘测设计研究院 A kind of intercepting ditch improved method and the intercepting ditch gathered based on sponge urban runoff

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2423098A (en) * 2006-03-29 2006-08-16 E Van Johnson Rainwater recycling system
GB2423098B (en) * 2006-03-29 2008-06-25 E Van Johnson Roof gutter profile and water recycling system
CN107143023A (en) * 2017-06-30 2017-09-08 安徽超清科技股份有限公司 A kind of urban road intelligent drainage system
CN109024857A (en) * 2018-08-31 2018-12-18 贵州省水利水电勘测设计研究院 A kind of intercepting ditch improved method and the intercepting ditch gathered based on sponge urban runoff
CN109024857B (en) * 2018-08-31 2023-12-26 贵州省水利水电勘测设计研究院 Method for improving intercepting ditch and intercepting ditch based on sponge urban runoff aggregation

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