JP2003342999A - Water-duct-type rainwater infiltrating apparatus - Google Patents
Water-duct-type rainwater infiltrating apparatusInfo
- Publication number
- JP2003342999A JP2003342999A JP2002153673A JP2002153673A JP2003342999A JP 2003342999 A JP2003342999 A JP 2003342999A JP 2002153673 A JP2002153673 A JP 2002153673A JP 2002153673 A JP2002153673 A JP 2002153673A JP 2003342999 A JP2003342999 A JP 2003342999A
- Authority
- JP
- Japan
- Prior art keywords
- water
- duct
- front plate
- rainwater
- rainwater infiltration
- 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
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
Landscapes
- Sewage (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、道路の側溝や駐車
場、住宅の雨樋等に集められた雨水を地下に浸透させる
ことにより下水道への流出を抑制するための雨水浸透装
置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rainwater infiltration device for suppressing outflow to the sewer by infiltrating underground rainwater collected in a gutter of a road, a parking lot, a rain gutter of a house or the like.
【0002】[0002]
【従来の技術】雨水の下水道への一時的な大量流出を抑
制するため、一定規模以上の宅地の造成に関しては、所
定容量の調整池を設け、ここから下水道へ放流すること
が法令により義務付けられている。しかし宅地を造成し
ても一定面積を調整池に当てなければならないというこ
とは国土の有効利用の点からも好ましくない上、開発業
者にとっても販売面積が減少し、また設置後も住人、特
に幼児、児童等にとって事故の危険があるなどの問題点
がある。また都市化の進展とともに街は構造物やアスフ
ァルトで覆われ、雨は雨水本管から直接河川へ流される
ことによって土壌の保水力が極端に低下し、自然のサイ
クルが変化して気候変動による集中豪雨の多発や小雨傾
向が顕著になり、都市型水害やヒートアイランド現象、
湧き水の枯渇、地盤沈下等の原因となっていることも指
摘されている。2. Description of the Related Art In order to prevent temporary large-scale outflow of rainwater into sewers, it is obligatory by law to establish a regulated pond with a certain capacity and discharge it into the sewers when constructing residential land of a certain size or larger. ing. However, it is not preferable from the viewpoint of effective use of the land that a certain area must be applied to the regulating pond even if the residential land is constructed, and the sales area for the developer also decreases, and even after the installation, residents, especially infants However, there are problems such as the danger of accidents for children. In addition, as urbanization progresses, the city is covered with structures and asphalt, and rain flows directly from the rainwater main to the river, which significantly reduces the water retention capacity of the soil, changes the natural cycle and concentrates due to climate change. The heavy rains and the tendency of light rain became remarkable, and the urban flood and heat island phenomenon,
It is also pointed out that it is the cause of depletion of spring water and subsidence.
【0003】また私有の駐車場等に対して、敷地内の雨
水を公共の下水道へ排出することを規制しようとする動
きもある。[0003] There are also movements for private parking lots and the like to regulate the discharge of rainwater on the premises to public sewers.
【0004】[0004]
【発明が解決しようとする課題】こうした問題点に対処
するため、道路の側溝や住宅の雨樋等の下流に雨水浸透
枡を設け、この雨水浸透枡から雨水を地下に浸透させる
ことにより下水道への流出を抑制することが一部で行わ
れているが、従来の浸透枡はその底部から地中に浸透さ
せる構造であるため、単に浸透するのみで土壌の自然浄
化力を利用した水質の浄化は行われないので、道路にこ
ぼれた油分等が地盤内を汚染したり、目詰まりによる浸
透容量の低下があり、また側面からの浸透に比べて浸透
のスピードが遅い等の問題点がある。In order to deal with these problems, a rainwater infiltration basin is provided downstream of a gutter of a road or a rain gutter of a house, and rainwater is infiltrated underground from the rainwater infiltration basin to the sewer. Some parts of the water are used to control the outflow of water, but the conventional infiltration basin has a structure that allows it to infiltrate into the ground from its bottom. Therefore, there is a problem that oil content spilled on the road pollutes the ground and the permeation capacity decreases due to clogging, and the permeation speed is slower than the permeation from the side.
【0005】本発明はこの点を改善して、土砂や油等の
有害成分を除去して水分のみを地下に浸透させるように
し、水質浄化を伴う地下浸透を実現することを目的とす
る。It is an object of the present invention to improve this point and to remove harmful components such as earth and sand and oil so that only water permeates into the underground, thereby realizing underground permeation accompanied by water purification.
【0006】[0006]
【課題を解決するための手段】本発明は、側壁に横長の
側面開口を有する雨水浸透枡本体と、この側面開口をふ
さぐように前記側壁に取り付けられた通水ダクトとから
なる通水ダクト式雨水浸透装置であって、前記通水ダク
トが、前記側面開口をふさぐ形状の前板と、同じく側面
開口をふさぐ形状の外板と、前記前板と前記外板との中
間に位置し頂部がこれらより低い仕切り部材とからな
り、前記前板の底部付近と前記外板の底部付近にそれぞ
れ通水孔を設けたことを特徴とする通水ダクト式雨水浸
透装置であり、好ましくは前記外板が上下を前記前板に
接合され、軸を水平方向とする半割りの円筒体であり、
前記仕切り部材がこれと軸を略共通位置とし、底部にお
いて前記前板に接合され、頂部が開口する半割りの円筒
体である前記の通水ダクト式雨水浸透装置である。DISCLOSURE OF THE INVENTION The present invention is a water-passing duct type which comprises a rainwater-infiltrating basin body having a laterally long side opening on a side wall and a water-passing duct attached to the side wall so as to close the side opening. In the rainwater infiltration device, the water passage duct has a front plate that closes the side opening, an outer plate that also closes the side opening, and a top located in the middle between the front plate and the outer plate. A partition duct lower than these, which is a water duct type rainwater infiltration device characterized in that water holes are provided near the bottom of the front plate and near the bottom of the outer plate, preferably the outer plate. Is joined to the front plate from above and below, and is a half-divided cylindrical body having a horizontal axis.
The water-passing type rainwater infiltration device is a half-divided cylindrical body in which the partition member has an axis substantially in common with the partition member, is joined to the front plate at the bottom, and has a top opening.
【0007】[0007]
【発明の実施の形態】本発明は、側壁に横長の側面開口
を有する雨水浸透枡本体と、この側面開口をふさぐよう
に前記側壁に取り付けられた通水ダクトとからなる通水
ダクト式雨水浸透装置であって、前記通水ダクトが、前
記側面開口をふさぐ形状の前板と、同じく側面開口をふ
さぐ形状の外板と、前記前板と前記外板との中間に位置
し頂部がこれらより低い仕切り部材とからなり、前記前
板の底部付近と前記外板の底部付近にそれぞれ通水孔を
設けたことを特徴としている。つまりこの通水ダクトは
一種のサイホンであって、浸透枡内の水が仕切り部材の
内側に浸入し、水位が仕切り部材の頂部を越えるとあふ
れて排出されるが、通水孔が前板の下部であることから
流入した雨水に含まれる油分は浸透枡側に残り、また仕
切り部材の内側における縦方向の水の流れが浸透枡内に
流入する水の流速よりも遅くなることから土砂等の異物
が沈殿し、水分だけが通水ダクトから地盤内へ排出され
る。BEST MODE FOR CARRYING OUT THE INVENTION The present invention relates to a rainwater infiltration basin body having laterally long side openings on a side wall, and a water passage duct type rainwater infiltration system comprising a water passage duct attached to the side wall so as to close the side opening. In the device, the water duct is a front plate having a shape that closes the side opening, an outer plate that also has a shape that closes the side opening, and the top is located between these front plates and the outer plate. It is characterized in that it comprises a low partition member, and water passage holes are provided in the vicinity of the bottom portion of the front plate and in the vicinity of the bottom portion of the outer plate, respectively. In other words, this water duct is a kind of siphon, and the water in the seepage pit enters the inside of the partition member and overflows when the water level exceeds the top of the partition member. Since it is at the bottom, the oil contained in the inflowing rainwater remains on the infiltration side, and the longitudinal water flow inside the partition member becomes slower than the flow velocity of water flowing into the infiltration side, so that the amount of sediment Foreign matter settles, and only water is discharged from the water duct into the ground.
【0008】[0008]
【実施例】〔実施例1〕図1は本発明の第1の実施例の
通水ダクト式雨水浸透装置を示す斜視図で、1はコンク
リート製等の雨水浸透枡本体、2は雨水浸透枡本体1の
側面に設けられた横長の側面開口、3はその側面開口2
に装着され、雨水浸透枡本体1と周囲の地盤とで水を出
入させる通水ダクトである。雨水浸透枡本体1の平面形
状は例えば外側で 800mm× 800mm、高さ 600mm
で、側面開口2は高さ140 mm、長さ 400mmの横長形
状のものが4面の中央で雨水浸透枡本体1の上端寄りの
位置に水平に設けられている。壁厚は例えば 150mmで
ある。[Embodiment 1] FIG. 1 is a perspective view showing a rainwater permeation apparatus of a water duct according to a first embodiment of the present invention, in which 1 is a rainwater permeation basin body made of concrete or the like, and 2 is a rainwater permeation basin. A horizontally long side opening 3 provided on the side surface of the main body 1 is a side opening 2 thereof.
It is a water duct that is attached to the water tank and that allows water to flow in and out between the rainwater infiltration basin body 1 and the surrounding ground. The plan shape of the rainwater infiltration basin body 1 is, for example, 800 mm × 800 mm on the outside and 600 mm in height.
As the side opening 2, a horizontally long one having a height of 140 mm and a length of 400 mm is horizontally provided at a position near the upper end of the rainwater infiltration basin body 1 at the center of the four surfaces. The wall thickness is, for example, 150 mm.
【0009】本発明の通水ダクト式雨水浸透装置は、道
路の側溝や駐車場、住宅の雨樋等に集められた雨水を土
砂や油を除去して地下に浸透させることにより下水道へ
の流出を抑制することを目的としている。図2は、本発
明の第1の実施例における地中に埋設された通水ダクト
式雨水浸透装置の通水ダクト3付近を示す部分断面斜視
図である。通水ダクト3は二重円筒を水平に置いて中心
軸で縦に半割りにした形状で、割り面に前板31が取り付
けられ、前板31には全長にわたって横長の通水孔311 が
配置されている。また半割り円筒状の外筒32の底部付近
にも水が通る小径の通水孔321 が多数設けられている。
外筒32の内部には同じく半割り円筒状の内筒33が挿入さ
れており、内筒33の底部は前板31に接合されているが、
頂部は前板31に届かずに開口331 を形成している。The water duct type rainwater infiltration device of the present invention removes earth and sand and oil from rainwater collected in a gutter of a road, a parking lot, a rain gutter of a house, etc., and infiltrates it into the sewer. The purpose is to suppress. FIG. 2 is a partial cross-sectional perspective view showing the vicinity of the water passage 3 of the water passage type rainwater infiltration device buried in the ground according to the first embodiment of the present invention. The water duct 3 has a shape in which a double cylinder is placed horizontally and is halved vertically at the central axis. A front plate 31 is attached to the split surface, and a horizontally long water passage hole 311 is arranged in the front plate 31 over the entire length. Has been done. A large number of small-diameter water passage holes 321 through which water passes are also provided near the bottom of the outer cylinder 32 having a half-split cylindrical shape.
The inner cylinder 33, which is also a half-split cylinder, is inserted inside the outer cylinder 32, and the bottom of the inner cylinder 33 is joined to the front plate 31.
The top does not reach the front plate 31 and forms an opening 331.
【0010】通水ダクト3は樹脂板、ステンレス鋼板等
の板材を溶接して造られ、外筒32の半径が例えば55m
m、内筒33の半径が35mmである。前板31の通水孔311
と外筒32の通水孔321 とでは外側(地盤側)にある後者
(321 )の方の合計面積を大きくするのがよい。雨水浸
透枡1内の水位が上昇して通水孔311 から内筒33の内部
に浸入し、内筒33の頂部を越えると、水は開口331 から
あふれて内筒33と外筒32との間隙に流下し、底部の通水
孔321 から排出され地盤内に浸透する。The water duct 3 is made by welding a plate material such as a resin plate or a stainless steel plate, and the outer tube 32 has a radius of 55 m, for example.
The inner cylinder 33 has a radius of 35 mm. Water holes 311 on front plate 31
It is preferable to increase the total area of the latter (321) on the outer side (ground side) between the water passage hole 321 of the outer cylinder 32 and the water passage 321. When the water level in the rainwater infiltration basin 1 rises and enters the inside of the inner cylinder 33 through the water passage hole 311 and exceeds the top of the inner cylinder 33, water overflows from the opening 331 and the inner cylinder 33 and the outer cylinder 32 are separated from each other. It flows down into the gap, is discharged from the bottom water passage 321 and permeates into the ground.
【0011】通水孔311 が開口331 よりも低い位置にあ
るため、雨水浸透枡1内に流入した雨水に含まれる油分
は油膜となって雨水浸透枡1内に残り、内筒33内には排
出されない。また内筒33内で一旦ゆっくり上昇した後に
内筒33と外筒32との間隙に流下するため、雨水中の砂な
どは沈下して内筒33内に残り、内筒33内から排出されな
い。すなわち通水ダクト3は雨水中の油分と土砂を分離
して水だけを周囲の地盤内に浸透させる機能を有する。
〔実施例2〕図3は、地中に埋設された本発明の第2の
実施例の通水ダクト式雨水浸透装置の通水ダクト3付近
を示す部分断面図である。第1の実施例との相違は、通
水ダクト3の取付け向きが逆になっている点で、雨水浸
透枡内の水は矢印で示すように通水孔321 から外筒32内
に浸入し、開口331 からあふれて通水孔311 から地盤内
へ排出される。逆向きにしても、油分と砂を分離する機
能は基本的には変わらないが、実験によればこの向きの
方が成績がよい場合がある。また、雨水浸透枡本体1の
コンクリート壁の厚みによっては第1の実施例における
図2のように集水ダクト3が外側に突出して施工に邪魔
になることがあるが、内側向きにすればそのおそれはな
い。Since the water passage hole 311 is located lower than the opening 331, the oil contained in the rainwater that has flowed into the rainwater infiltration basin 1 becomes an oil film and remains in the rainwater infiltration basin 1 and inside the inner cylinder 33. Not discharged. Further, since it slowly rises in the inner cylinder 33 and then flows down into the gap between the inner cylinder 33 and the outer cylinder 32, sand or the like in the rainwater sinks and remains in the inner cylinder 33, and is not discharged from the inner cylinder 33. That is, the water duct 3 has a function of separating oil and soil in rainwater and allowing only water to permeate into the surrounding ground. [Embodiment 2] FIG. 3 is a partial cross-sectional view showing the vicinity of a water duct 3 of a rain duct infiltration apparatus of water duct according to a second embodiment of the present invention which is buried in the ground. The difference from the first embodiment is that the mounting direction of the water passage duct 3 is reversed, and the water in the rainwater permeation pit enters the outer cylinder 32 through the water passage hole 321 as shown by the arrow. , It overflows from the opening 331 and is discharged into the ground through the water passage hole 311. Even if the orientation is reversed, the function of separating oil and sand is basically the same, but experiments have shown that this orientation may yield better results. Further, depending on the thickness of the concrete wall of the rainwater-infiltrating basin body 1, the water collecting duct 3 may protrude outward as shown in FIG. 2 in the first embodiment, which may interfere with the construction. There is no fear.
【0012】雨水浸透枡本体1の容積に対する通水孔31
1 と通水孔321 とのそれぞれの合計面積は、通水ダクト
内の流速に関係するので、これらを勘案して決定する必
要がある。図4は本発明の実施例の通水ダクト式雨水浸
透装置の設置手順を説明する説明図である。まず(a)
に示すように設置場所の地盤を掘削し、(b)に示すよ
うにその底部に砕石Bを敷きつめる。ついで(c)に示
すように砕石Bの上に雨水浸透枡1を設置するが、設置
深さが深い場合はその上部に底のない枠状の補助枡1aを
載せ、地表高さに蓋、あるいはグレーチングをかぶせ
る。補助枡1aの部分に周囲からの雨水の流入口が設けら
れる。最後に(d)に示すように雨水浸透枡1の周囲に
も砕石Bを埋め戻し、舗装を行って完了となる。A water passage hole 31 for the volume of the rainwater infiltration basin body 1
Since the total area of each of 1 and the water passage 321 is related to the flow velocity in the water passage, it is necessary to determine them in consideration of them. FIG. 4 is an explanatory view for explaining the installation procedure of the water duct type rainwater infiltration device of the embodiment of the present invention. First (a)
As shown in (b), the ground at the installation site is excavated, and as shown in (b), crushed stone B is laid on the bottom. Then, as shown in (c), the rainwater infiltration basin 1 is installed on the crushed stone B. If the installation depth is deep, a frame-shaped auxiliary basin 1a without a bottom is placed on the top of the basin, and a lid is placed at the surface level. Or cover with grating. An inlet for rainwater from the surroundings is provided in the auxiliary cell 1a. Finally, as shown in (d), the crushed stone B is backfilled around the rainwater infiltration pit 1 and paved to complete the process.
【0013】土壌内バクテリアによる浄化作用を期待す
るには、排出側の通水孔に位置を地表から 500〜600 m
mの深さとすることが好ましい。In order to expect a purification action by bacteria in the soil, the position of the water passage on the discharge side should be 500 to 600 m from the ground surface.
The depth is preferably m.
【0014】[0014]
【発明の効果】本発明によれば、道路や駐車場、住宅敷
地等に集められた雨水を地盤内に浸透させることで下水
処理の負荷を軽減するとともに水質浄化を伴った雨水の
地下浸透を行うことにより地下水の水質を向上させるこ
とができるという、すぐれた効果を奏する。According to the present invention, the load of sewage treatment is reduced by infiltrating rainwater collected on roads, parking lots, residential premises, etc. into the ground, and rainwater is infiltrated underground with water purification. By doing so, it has an excellent effect that the quality of groundwater can be improved.
【図1】本発明の第1の実施例の雨水浸透枡を示す斜視
図である。FIG. 1 is a perspective view showing a rainwater infiltration box according to a first embodiment of the present invention.
【図2】地中に埋設された本発明の第1の実施例の雨水
浸透枡の通水ダクト付近を示す部分断面斜視図である。FIG. 2 is a partial cross-sectional perspective view showing the vicinity of the water duct of the rainwater infiltration basin of the first embodiment of the present invention which is buried in the ground.
【図3】地中に埋設された本発明の第2の実施例の雨水
浸透枡の通水ダクト付近を示す部分断面図である。FIG. 3 is a partial cross-sectional view showing the vicinity of a water passage duct of a rainwater seepage pit according to a second embodiment of the present invention buried in the ground.
【図4】本発明の実施例の雨水浸透枡の設置手順を説明
する説明図である。FIG. 4 is an explanatory diagram illustrating a procedure for installing a rainwater infiltration basin according to an embodiment of the present invention.
1 雨水浸透枡(本体) 1a 補助枡 2 側面開口 3 通水ダクト 31 前板 32 外筒(外板) 33 内筒(仕切り部材) 311 、321 通水孔 B 砕石 1 Rainwater penetration box (main body) 1a Auxiliary Masu 2 side opening 3 water duct 31 Front plate 32 Outer cylinder (outer plate) 33 Inner cylinder (partitioning member) 311 and 321 water holes B crushed stone
Claims (3)
水浸透枡本体(1)と、この側面開口(2)をふさぐよ
うに前記側壁に取り付けられた箱型の通水ダクト(3)
とからなる通水ダクト式雨水浸透装置であって、前記通
水ダクト(3)が、前記側面開口(2)をふさぐ形状の
前板(31)と、同じく側面開口(2)をふさぐ形状の外
板(32)と、前記前板(31)と前記外板(32)との中間
に位置し頂部がこれらより低い仕切り部材(33)とから
なり、前記前板(31)の底部付近と前記外板(32)の底
部付近にそれぞれ通水孔(311 、321 )を設けたことを
特徴とする通水ダクト式雨水浸透装置。1. A rainwater infiltration basin body (1) having a laterally long side opening (2) on a side wall, and a box-shaped water passage duct (3) attached to the side wall so as to cover the side opening (2).
And a water duct (3) in which the water duct (3) has a front plate (31) shaped to close the side opening (2) and a front plate (31) shaped to close the side opening (2). An outer plate (32) and a partition member (33) located between the front plate (31) and the outer plate (32) and having a top lower than these, and near the bottom of the front plate (31). A water duct type rainwater infiltration device, characterized in that water holes (311, 321) are provided near the bottom of the outer plate (32).
に接合され、軸を水平方向とする半割りの円筒体であ
り、前記仕切り部材(33)がこれと軸を略共通位置と
し、底部において前記前板(31)に接合され、頂部が開
口する半割りの円筒体である請求項1に記載の通水ダク
ト式雨水浸透装置。2. The outer plate (32) is arranged above and below the front plate (31).
Is a half-divided cylindrical body with the axis in the horizontal direction, the partition member (33) has the axis substantially in common with the partition member (33), is joined to the front plate (31) at the bottom, and the top is open. The water passage duct type rainwater infiltration device according to claim 1, which is a half-divided cylinder.
壁の外面に向けて取り付けられている請求項2に記載の
通水ダクト式雨水浸透装置。3. The water duct type rainwater infiltration device according to claim 2, wherein the water duct (3) is attached with the front plate (31) facing the outer surface of the side wall.
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006322173A (en) * | 2005-05-18 | 2006-11-30 | Eco Fine:Kk | Water connecting duct and catchment equipment |
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2002
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006322173A (en) * | 2005-05-18 | 2006-11-30 | Eco Fine:Kk | Water connecting duct and catchment equipment |
JP4606938B2 (en) * | 2005-05-18 | 2011-01-05 | 株式会社雨水環境技研 | Water duct and water collection facility using the duct |
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JP4119165B2 (en) | 2008-07-16 |
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