JP3515029B2 - Water flow duct and water collection tank with this - Google Patents

Water flow duct and water collection tank with this

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Publication number
JP3515029B2
JP3515029B2 JP35815499A JP35815499A JP3515029B2 JP 3515029 B2 JP3515029 B2 JP 3515029B2 JP 35815499 A JP35815499 A JP 35815499A JP 35815499 A JP35815499 A JP 35815499A JP 3515029 B2 JP3515029 B2 JP 3515029B2
Authority
JP
Japan
Prior art keywords
water
opening
plate
outer plate
collection 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.)
Expired - Fee Related
Application number
JP35815499A
Other languages
Japanese (ja)
Other versions
JP2001173032A (en
Inventor
博 宮澤
朋幸 下山
康浩 久留
Original Assignee
株式会社エンライト・コーポレーション
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Priority to JP35815499A priority Critical patent/JP3515029B2/en
Publication of JP2001173032A publication Critical patent/JP2001173032A/en
Application granted granted Critical
Publication of JP3515029B2 publication Critical patent/JP3515029B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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、住宅等の雨樋に集
められた雨水を集めて地下に浸透させることにより下水
道への流出を抑制し、あるいはまた周囲の地盤内に浸透
した雨水を槽内に集めて有効利用する集水槽に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention suppresses outflow to the sewer by collecting rainwater collected in a rain gutter of a house or the like and infiltrating it underground, or a tank for collecting rainwater that has penetrated into the surrounding ground. The present invention relates to a water collection tank that is collected and used effectively.

【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】[0003]

【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、住宅等の雨樋の下流に浸透槽を設け、この浸
透槽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
透槽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
浄化は行われない上、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, an infiltration tank is provided downstream of a rain gutter of a house or the like, and rainwater is infiltrated underground from this infiltration tank to suppress outflow to the sewer. However, because the conventional infiltration tank has a structure that allows it to infiltrate into the ground from its bottom,
There is a problem that the water quality is not purified using the natural purification power of the soil simply by permeating it, and the permeation speed is slower than the lateral permeation.

【0004】本発明はこの点を改善して、水質浄化を伴
った地下浸透や、逆に一旦周囲の地盤内に浸透した雨水
を有効利用するため槽内に集めることのできる集水槽
を、目詰まりによる能力の低下なしに、また、かりに目
詰まりしても簡単に回復できるようにして実現すること
を目的とする。
The present invention improves on this point and provides a water collecting tank which can be collected in the tank in order to effectively utilize the rainwater that has permeated underground or the rainwater that has once permeated into the surrounding ground. It is an object of the present invention to realize the above without causing a decrease in ability due to clogging, and by making it possible to easily recover even when the clogging is blocked.

【0005】[0005]

【課題を解決するための手段】本発明の通水ダクトは、
集水槽側壁に設けた横長の開口をふさぐ形状で外方に突
出する外板と、底部が前記外板の底部に接し頂部が前
記外板の頂部より低く前記外板の内側に配置される堰板
とからなり、前記外板の底部に多数の小径の通水孔を設
けるとともに前記外板と堰板との距離が堰板頂部側より
も堰板底部側がせまくなっていることを特徴とし、ある
いは集水槽側壁に設けた横長の開口部に横長の開口を有
する前板を取り付け、この開口の下端付近の集水槽の内
に水平の回転軸を設けて回転により前記開口を前板の
取付面と反対側から閉じることのできる逆止めダンパを
取り付けた前記の通水ダクトである。
The water duct of the present invention comprises:
An outer plate projecting outwardly in a shape blocking the oblong opening provided on the current water tank side wall, against proximal and top to bottom the bottom of the outer plate is disposed inside of the outer plate lower than the top portion of the outer plate And a plurality of small-diameter water holes are provided at the bottom of the outer plate, and the distance between the outer plate and the weir plate is narrower on the weir plate bottom side than on the weir plate top side. Or a front plate with a horizontally long opening is attached to the horizontally long opening provided on the side wall of the water collection tank, and inside the water collection tank near the lower end of this opening .
The water passage duct is provided with a non-return damper, which is provided with a horizontal rotation shaft on its side and is capable of closing the opening from the side opposite to the attachment surface of the front plate by rotation.

【0006】また本発明の集水槽は、頂部を地表面付近
にして地中に埋設される集水槽において、その側面の上
端から700 mmより上の位置に横長の側面開口を設け、
この側面開口をふさぐ形状の上記通水ダクトを前記側面
開口の外側に取り付けたことを特徴とし、あるいは側面
開口の内側に、弁体を内部に設けて1方向にのみ水を流
すようにした通水筒を取り付けた前記の集水槽である。
Further, the water collecting tank of the present invention is a water collecting tank which is buried in the ground with its top portion close to the ground surface, and a laterally long side opening is provided at a position above 700 mm from the upper end of the side surface thereof.
The water passage duct having a shape to close the side surface opening is attached to the outside of the side surface opening, or a valve body is provided inside the side surface opening so that water flows only in one direction. It is the above-mentioned water collection tank to which a water bottle is attached.

【0007】[0007]

【発明の実施の形態】本発明によれば、水の出入を集水
槽の側面の地表から700 mmより上の位置で行う。この
深さまでは地中の酸素が豊富であり、バクテリアが繁殖
しているので流入する水に対して自然の浄化力がある。
この浄化力を利用して雨水を浄化して地中に浸透させ、
あるいは浄化された水を集めて有効利用することができ
る。
BEST MODE FOR CARRYING OUT THE INVENTION According to the present invention, water is taken in and out at a position above 700 mm above the ground surface on the side surface of a water collection tank. At this depth, there is abundant oxygen in the ground and bacteria are breeding, so there is a natural purification power for the inflowing water.
Use this purification power to purify rainwater and penetrate it into the ground,
Alternatively, purified water can be collected and used effectively.

【0008】[0008]

【実施例】図1は本発明の実施例の集水槽を示す斜視図
で、1はコンクリート製等の集水槽、2はその側面の集
水槽1の上端から700 mmより上の位置に設けられた横
長の側面開口、3はその側面開口2に装着され、集水槽
1と周囲の地盤とで水を出入させる通水ダクトである。
集水槽1の平面形状はたとえば3m×2m、深さ1.5 m
で、側面開口2は高さ100 mm、長さ1000mmの横長形
状のものが4面の中央で集水槽1の上端から700 mmよ
り上の位置に水平に設けられている。
FIG. 1 is a perspective view showing a water collecting tank of an embodiment of the present invention. 1 is a water collecting tank made of concrete or the like, and 2 is provided at a position above 700 mm from the upper end of the water collecting tank 1 on its side. The laterally long side openings 3 are water passage ducts that are attached to the side openings 2 to allow water to flow in and out between the water collection tank 1 and the surrounding ground.
The planar shape of the water collection tank 1 is, for example, 3 m × 2 m and the depth is 1.5 m.
The lateral opening 2 has a horizontally long shape having a height of 100 mm and a length of 1000 mm and is horizontally provided at a position above 700 mm from the upper end of the water collecting tank 1 at the center of the four surfaces.

【0009】本発明の集水槽は便宜上すべて集水槽と呼
ぶけれども、雨水を地盤内に浸透させて下水道への流出
を抑制するための浸透槽、または周辺地盤から地下水を
集める集水槽のいずれにも使用できる。以下主として前
者の場合で説明する。なお前者の場合は集水槽1の底を
抜いて底部からも浸透させるようにしてもかまわない
が、後者の場合は底をふさぐ必要がある。
Although the water collection tank of the present invention is referred to as a water collection tank for the sake of convenience, it can be used as either a permeation tank for permeating rainwater into the ground to suppress outflow to the sewer or a water collection tank for collecting groundwater from the surrounding ground. Can be used. Hereinafter, the former case will be mainly described. In the former case, the bottom of the water collection tank 1 may be pulled out so that the water can permeate from the bottom, but in the latter case, it is necessary to close the bottom.

【0010】図2は、地中に埋設された集水槽1の通水
ダクト3付近を示す部分断面斜視図、図3はこれと同じ
部分を示す側断面図である。ただし図3では図2に示し
た構成に加えて追って説明する逆止めダンパ4が設けて
ある。通水ダクト3は円筒を水平に置いて中心軸で縦に
半割りにした外形で、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開口311 が設けられて
いる。半割り円筒状の外板32の底部付近には水が通る小
径の通水孔321 が多数設けられている。外板32の内部に
は同じく半割り円筒状の堰板33が挿入されており、堰板
33の頂部は前板31の開口311 の中間の高さにあり、底部
は通水孔321 の上部で前板31に接合されている。堰板33
の半径は外板32のそれよりもやや小さく、堰板33と外板
32との距離は堰板頂部側よりも堰板底部側がせまく、通
水孔321のところで最もせまくなっている。
FIG. 2 is a partial sectional perspective view showing the vicinity of the water passage duct 3 of the water collecting tank 1 buried in the ground, and FIG. 3 is a side sectional view showing the same portion. However, in FIG. 3, in addition to the configuration shown in FIG. 2, a non-return damper 4 described later is provided. The water duct 3 has an outer shape in which a cylinder is placed horizontally and is vertically halved at the central axis, and a front plate 31 is attached to the split surface.
The front plate 31 is provided with a horizontally long opening 311 over the entire length. A large number of small-diameter water passage holes 321 through which water passes are provided in the vicinity of the bottom of the half-cylindrical outer plate 32. In the inside of the outer plate 32, a weir plate 33 which is also a half cylinder is inserted.
The top of 33 is located at the middle height of the opening 311 of the front plate 31, and the bottom is joined to the front plate 31 at the upper part of the water passage hole 321. Bar 33
The radius of is slightly smaller than that of the outer plate 32, and the weir plate 33 and the outer plate are
The distance from 32 is narrower on the weir plate bottom side than on the weir plate top side, and is the smallest at the water passage hole 321.

【0011】集水槽1内の水位が堰板33の頂部を越える
と、水は堰板33と外板32との間隙を流下して底部の通水
孔321 から地盤内に浸透する。また堰板33の上部に残る
水を排出するため、堰板33の底部にも水抜き孔331 をた
とえば両端2個所程度設けておくのがよい。堰板33と前
板31との間を何かで充填したり開口部分をふさいで堰板
33の上部に水が入らないようにしてもよい。
When the water level in the water collecting tank 1 exceeds the top of the dam plate 33, water flows down the gap between the dam plate 33 and the outer plate 32 and permeates into the ground through the water passage holes 321 at the bottom. In addition, in order to discharge the water remaining on the upper part of the weir plate 33, it is preferable that the bottom part of the weir plate 33 is also provided with drainage holes 331, for example, at two places on both ends. The space between the weir plate 33 and the front plate 31 is filled with something or the opening is covered to form a weir plate.
Water may not enter the upper part of 33.

【0012】逆止めダンパ4は前板31の開口311 下端付
の集水槽1の内側に水平の回転軸41を設け、回転によ
り開口311 を集水槽1の外側、つまり前板の取り付け面
と反対側から閉じることのできるダンパである。下端に
フロート42を取り付け、想像線で示したように集水槽1
内の水位が上昇すると逆止めダンパ4が開き、水位が下
がると開口311 を外側からふさぐようになっているの
で、地下水が集水槽1の周囲から通水孔321 を経由して
集水槽1内に逆流することを防止する。そのおそれがな
いときはとくに逆止めダンパ4を設けなくともよい。
The non-return damper 4 is provided with a horizontal rotary shaft 41 inside the water collecting tank 1 near the lower end of the opening 311 of the front plate 31, and rotates the opening 311 to the outside of the water collecting tank 1 , that is, the mounting surface of the front plate. It is a damper that can be closed from the side. The float 42 is attached to the lower end, and the water tank 1
When the water level inside rises, the check damper 4 opens, and when the water level goes down, the opening 311 is blocked from the outside, so that groundwater flows from around the water collection tank 1 through the water passage hole 321 into the water collection tank 1. To prevent backflow. If there is no such possibility, the non-return damper 4 may not be provided.

【0013】図4は図2、3と異なる形状の通水ダクト
3の例における集水槽の通水ダクト付近の部分断面図で
ある。この通水ダクト3は上から下に向けて幅の減少す
る台形断面で、傾斜した斜板と上下の底板よりなる外板
32と垂直な堰板33とで構成され、底部に多数の通水孔32
1 が設けられている。集水槽1内の水位が堰板33の頂部
を越えると、水は堰板33と外板32との間隙を流下して底
部の通水孔321 から地盤内に浸透することは、図2、3
の場合と同じである。
FIG. 4 is a partial sectional view of the vicinity of the water duct of the water collecting tank in the example of the water duct 3 having a shape different from those of FIGS. This water duct 3 has a trapezoidal cross section whose width decreases from top to bottom, and is an outer plate composed of an inclined swash plate and upper and lower bottom plates.
32 and vertical weir plate 33, and a large number of water holes 32 at the bottom.
1 is provided. When the water level in the water collection tank 1 exceeds the top of the weir plate 33, water flows down the gap between the weir plate 33 and the outer plate 32 and permeates into the ground through the water passage holes 321 at the bottom. Three
Is the same as in.

【0014】以上の例において、底部の通水孔321 から
その内部に周囲の土砂が侵入する可能性があるが、通水
孔321 の径を十分小さくすることにより砂利の侵入は防
止できるし、通水孔321 付近の空間を極力せまくしてあ
るので土砂が多少侵入すればすぐに充足されてしまって
流入抵抗が大になり、続いての侵入は困難である。そし
て多少侵入した土砂も次に水が中から外に流れれば流し
出されてしまうから、目詰まりしても簡単に回復でき
る。
In the above example, there is a possibility that the surrounding earth and sand may invade into the inside through the water passage hole 321 at the bottom, but the infiltration of gravel can be prevented by making the diameter of the water passage hole 321 sufficiently small. Since the space around the water passage hole 321 is made as small as possible, if a certain amount of earth and sand enters, it will be filled immediately and the inflow resistance will become large, and subsequent intrusion will be difficult. Then, the invaded soil will be washed away if the water flows from the inside to the outside, so it can be easily recovered even if it becomes clogged.

【0015】なお、図2、3では通水ダクト3を集水槽
1の側面開口に嵌装しており、図4では通水ダクト3を
集水槽1の側面開口2にあてがうようにして外付けして
いる。装着方法はいずれでも任意であるが、それに応じ
てフランジ等の取り付け構造を若干変更する必要があ
る。つぎに図5に示すのは集水槽1の側面開口2の内側
に取り付ける円筒状の通水筒5を示す断面図、図6その
一部を示す断面斜視図で、51はその内部に設けられた開
口を有する円板状の仕切り板、52はこの開口の片面に取
り付けられる弁体、53は弁座に設けられるゴム等のシー
ル材である。通水筒5としては塩化ビニル等の樹脂管が
使用できる。
2 and 3, the water duct 3 is fitted into the side opening of the water collecting tank 1, and in FIG. 4, the water duct 3 is attached to the side opening 2 of the water collecting tank 1 so as to be externally attached. is doing. The mounting method is arbitrary, but it is necessary to slightly change the mounting structure of the flange or the like accordingly. Next, FIG. 5 is a cross-sectional view showing a cylindrical water pipe 5 attached inside the side opening 2 of the water collection tank 1, and FIG. 6 is a cross-sectional perspective view showing a part thereof. 51 is provided inside thereof. A disk-shaped partition plate having an opening, 52 is a valve element attached to one side of the opening, and 53 is a sealing material such as rubber provided on the valve seat. A resin pipe such as vinyl chloride can be used as the water passage 5.

【0016】通水筒5はその一端を集水槽1の側面開口
2にあてがって取り付け、水の流れを一方向に制御す
る。仕切り板51は、開口が上にあるものと下にあるもの
が少なくとも1枚ずつ、合わせて2枚以上必要である。
開口が上にあるものは、乗り越えて流れる水の水位を規
制する。開口が下にあるものは、弁体52によって逆止め
弁となって1方向のみに水を流す。図5では3枚の仕切
り板51に対してすべて弁体52を設けているが、開口が上
にあるものについては弁体52はなくてもよい。
One end of the water passage 5 is attached to the side opening 2 of the water collecting tank 1 to control the water flow in one direction. The partition plate 51 needs to have at least one partition having an opening at the top and one partition having an opening at the bottom, and two or more in total.
The one with the opening above regulates the water level of the water flowing over. When the opening is at the bottom, the valve body 52 serves as a check valve to allow water to flow in only one direction. In FIG. 5, the valve body 52 is provided for all of the three partition plates 51, but the valve body 52 may be omitted if the opening is on the top.

【0017】図7はこの通水筒5を側面開口2の内側に
取り付けた浸透槽の例を示す断面図で、集水槽1の上面
には周囲の舗装面と面一になるよう、コンクリートの蓋
11がかぶせてある。通水筒5には3枚の仕切り板51a 、
51b 、51c 設けてあり、うち両側の2枚51a 、51c は開
口が下にあって右側に弁体52が取り付けてあり、中央の
1枚51b は開口が上にある。
FIG. 7 is a sectional view showing an example of a permeation tank in which the water pipe 5 is attached to the inside of the side opening 2. The upper surface of the water collection tank 1 is covered with a concrete cover so as to be flush with the surrounding pavement surface.
It is covered with 11. The water pipe 5 has three partition plates 51a,
51b and 51c are provided, of which the two sheets 51a and 51c on both sides have openings at the bottom and the valve body 52 is attached to the right side, and the central one 51b has the opening at the top.

【0018】矢印で示すように、通水筒5の左側からこ
の中に水が入り、左側の仕切り板51a の弁体を開いて中
央の仕切り板51b に到達し、水位がこの高さを越えると
水はさらに右方向に進んで右側の仕切り板51b に到達し
この弁体を開き、通水ダクト3に進入して地盤内に浸透
する。以上浸透槽の例について説明したが、本発明の集
水槽を周辺地盤内の地下水を集める目的に使用する場合
は、集水槽1に必ず底を設け、図2、3に示す構造のも
のにおいては逆止めダンパ4を取り付けないようにする
だけでそのまま使用できる。また図7に示したものにお
いては通水筒5を左右逆向きにして取り付ければよい。
水は底部の通水孔321 から集水ダクト3内に入り、集水
槽1内に貯留される。土砂と違って水に対しては通水孔
321 内部の侵入抵抗はない。なお、この場合集水口まで
の地中に水道(みずみち)を施工する必要がある。
As shown by the arrow, water enters the water pipe 5 from the left side, opens the valve body of the left partition plate 51a to reach the central partition plate 51b, and when the water level exceeds this height. The water further advances to the right, reaches the partition plate 51b on the right side, opens this valve body, enters the water passage duct 3 and permeates into the ground. Although an example of the infiltration tank has been described above, when the water collection tank of the present invention is used for collecting groundwater in the surrounding ground, the water collection tank 1 is always provided with a bottom, and in the structure shown in FIGS. It can be used as it is without attaching the non-return damper 4. Further, in the structure shown in FIG. 7, the water pipe 5 may be attached with the right and left reversed.
Water enters the water collecting duct 3 through the water passage hole 321 at the bottom and is stored in the water collecting tank 1. Unlike earth and sand, a water passage hole for water
321 There is no intrusion resistance inside. In this case, it is necessary to construct a water supply (mizumichi) in the ground up to the water intake.

【0019】なお、本発明の通水ダクトを集水槽以外の
たとえばU字溝や枡等に取り付け、従来下水本管に流入
していた水を直接地下に浸透させることも可能である。
It is also possible to attach the water duct of the present invention to, for example, a U-shaped groove or a cell other than the water collecting tank so that the water that has conventionally flowed into the main sewer can be directly permeated into the underground.

【0020】[0020]

【発明の効果】本発明によれば、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が向上し、あ
るいは浄化された地下水を集めて有効利用することによ
り上水の使用量が削減されるなどのすぐれた効果を奏す
る。
According to the present invention, the quality of groundwater is improved by infiltration of rainwater underground with water purification, or the amount of clean water used is improved by collecting and utilizing the purified groundwater effectively. It has excellent effects such as reduction.

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

【図1】本発明の実施例の集水槽を示す斜視図である。FIG. 1 is a perspective view showing a water collecting tank according to an embodiment of the present invention.

【図2】地中に埋設された本発明の集水槽の通水ダクト
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 water collection tank of the present invention buried in the ground.

【図3】図2と同じ部分を示す側断面図である。FIG. 3 is a side sectional view showing the same portion as FIG.

【図4】図2、3と異なる形状の通水ダクトの例におけ
る集水槽の通水ダクト付近を示す部分断面図である。
FIG. 4 is a partial cross-sectional view showing the vicinity of a water duct of a water collection tank in an example of the water duct having a shape different from those of FIGS.

【図5】本発明の通水筒を示す断面図である。FIG. 5 is a cross-sectional view showing a water pipe of the present invention.

【図6】本発明の通水筒の一部を示す断面斜視図であ
る。
FIG. 6 is a cross-sectional perspective view showing a part of a water pipe of the present invention.

【図7】通水筒を内部に取り付けた浸透槽を示す本発明
の実施例の断面図である。
FIG. 7 is a cross-sectional view of an embodiment of the present invention showing a permeation tank having a water passage inside.

【符号の説明】[Explanation of symbols]

1 集水槽 2 側面開口 3 通水ダクト 4 逆止めダンパ 5 通水筒 11 蓋 31 前板 32 外板 33 堰板 41 回転軸 42 フロート 51 仕切り板 52 弁体 53 シール体 311 開口 321 通水孔 331 水抜き孔 1 water collection tank 2 side opening 3 water duct 4 Non-return damper 5 water passage 11 lid 31 Front plate 32 Skin 33 dam plate 41 rotation axis 42 float 51 Partition board 52 Disc 53 Seal body 311 opening 321 Water passage hole 331 Drainage hole

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平8−319657(JP,A) 特公 平4−57813(JP,B2) (58)調査した分野(Int.Cl.7,DB名) E03F 1/00 E03B 11/00 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-8-319657 (JP, A) JP-B 4-57813 (JP, B2) (58) Fields investigated (Int.Cl. 7 , DB name) E03F 1/00 E03B 11/00

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 集水槽側壁に設けた横長の開口(2)を
ふさぐ形状で外方に突出する外板(32)と、底部が前記
外板(32)の底部に接し頂部が前記外板(32)の頂部
より低く前記外板(32)の内側に配置される堰板(33)
とからなり、前記外板(32)の底部に多数の小径の通水
孔(321 )を設けるとともに前記外板(32)と堰板(3
3)との距離が堰板頂部側よりも堰板底部側がせまくな
っていることを特徴とする通水ダクト。
1. A outer plate projecting outwardly in a shape blocking the opening (2) Horizontal provided in the current aquarium side wall (32), is tangent near to the top to the bottom of the outer plate bottom (32) wherein A weir plate (33) arranged inside the outer plate (32) lower than the top of the outer plate (32).
And a large number of small-diameter water passage holes (321) are provided at the bottom of the outer plate (32), and the outer plate (32) and the weir plate (3) are provided.
3) A water duct characterized in that the bottom side of the weir plate is narrower than the top side of the weir plate.
【請求項2】 集水槽側壁に設けた横長の開口(2)部
に横長の開口( 311)を有する前板(31)を取り付け、
この開口(311 )の下端付近の集水槽(1)の内側に水
平の回転軸 41 を設けて回転により前記開口を前板の
取付面と反対側から閉じることのできる逆止めダンパ
(4)を取り付けた請求項1に記載の通水ダクト。
2. A front plate (31) having a horizontally long opening (311) is attached to a horizontally long opening (2) provided on the side wall of the water collecting tank,
A non-return damper (4) capable of closing the opening from the side opposite to the mounting surface of the front plate by providing a horizontal rotating shaft ( 41 ) inside the water collecting tank (1) near the lower end of the opening (311). ) Is attached, the water duct according to claim 1.
【請求項3】 頂部を地表面付近にして地中に埋設され
る集水槽(1)において、その側面の上端から700 mm
より上の位置に横長の側面開口(2)を設け、この側面
開口(2)をふさぐ形状の請求項1または2に記載の通
水ダクト(3)を前記側面開口(2)の外側に取り付け
たことを特徴とする集水槽。
3. A water collecting tank (1) which is buried in the ground with its top part near the surface of the earth, 700 mm from the upper end of its side surface.
A laterally long side opening (2) is provided at a higher position, and the water passage duct (3) according to claim 1 or 2 having a shape that closes the side opening (2) is attached to the outside of the side opening (2). A water collection tank characterized by that.
【請求項4】 側面開口(2)の内側に、弁体(52)を
内部に設けて1方向にのみ水を流すようにした通水筒
(5)を取り付けた請求項3に記載の集水槽。
4. The water collection tank according to claim 3, wherein a water passage cylinder (5) is provided inside the side opening (2) to allow water to flow only in one direction by providing a valve body (52) therein. .
JP35815499A 1999-12-16 1999-12-16 Water flow duct and water collection tank with this Expired - Fee Related JP3515029B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35815499A JP3515029B2 (en) 1999-12-16 1999-12-16 Water flow duct and water collection tank with this

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35815499A JP3515029B2 (en) 1999-12-16 1999-12-16 Water flow duct and water collection tank with this

Publications (2)

Publication Number Publication Date
JP2001173032A JP2001173032A (en) 2001-06-26
JP3515029B2 true JP3515029B2 (en) 2004-04-05

Family

ID=18457829

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35815499A Expired - Fee Related JP3515029B2 (en) 1999-12-16 1999-12-16 Water flow duct and water collection tank with this

Country Status (1)

Country Link
JP (1) JP3515029B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102290035B1 (en) * 2020-02-04 2021-08-13 한서대학교 산학협력단 Water Supply System of Fire Helicopter

Also Published As

Publication number Publication date
JP2001173032A (en) 2001-06-26

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