JP2008008068A - Rainwater collecting device - Google Patents

Rainwater collecting device Download PDF

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JP2008008068A
JP2008008068A JP2006180814A JP2006180814A JP2008008068A JP 2008008068 A JP2008008068 A JP 2008008068A JP 2006180814 A JP2006180814 A JP 2006180814A JP 2006180814 A JP2006180814 A JP 2006180814A JP 2008008068 A JP2008008068 A JP 2008008068A
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rainwater
initial rainwater
initial
water
tank
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JP4861076B2 (en
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Tsuneo Kondo
恒雄 近藤
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    • 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

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a rainwater collecting device which eliminates the need for a separate special device, with smaller size as the entire device, smaller footprint, lower cost, and easy maintenance, and prevents failure or disorder. <P>SOLUTION: The rainwater collecting device 1 is constituted by at least an initial rainwater exclusion means 2 and a water-storage part 3. The initial rainwater exclusion means 2 excludes a predetermined amount Qe of initial rainwater We from the start of water intake, and the water-storage part 3 stores the rainwater W from which the initial rainwater We is excluded. Then the initial rainwater exclusion means 2 has an initial rainwater offtake part 4, an initial rainwater storage measure part 5, and a valve mechanism part 6. The initial rainwater offtake part 4 is provided to the bottom 3d of the water-storage part 3. The initial rainwater storage measure part 5 has a predetermined capacity which can store the initial rainwater We flowing out of the initial rainwater offtake part 4, and has a drain hole 5h etc. which can set a smaller flow rate of drain than that of the initial rainwater We flowing into the drain hole 5h etc. Then the valve mechanism part 6 closes the initial rainwater offtake part 4 at least after the initial rainwater storage measure part 5 has been filled with the initial rainwater We. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、取水開始からの所定量の初期雨水を排除する初期雨水排除手段及び初期雨水が排除された雨水を貯留する貯水部を具備する雨水収集装置に関する。   The present invention relates to an initial rainwater removing means for removing a predetermined amount of initial rainwater from the start of water intake, and a rainwater collecting apparatus including a water storage unit for storing rainwater from which initial rainwater has been removed.

従来、降雨時において、住宅に付設された雨樋を流れる雨水を収集して貯留する雨水収集装置は知られており、各種形態の雨水収集装置が提案されている。また、雨樋の雨水を収集する場合、初期の雨水(初期雨水)は、落葉,鳥糞,ゴミ,ほこり,酸性雨成分等により比較的汚れ度合が大きいため、取水開始からの所定量の初期雨水を排除する初期雨水排除手段を設けた雨水収集装置も、特開平10−37255号公報(雨水利用システム)及び特開2001−115501号公報(雨水貯水装置)で知られている。   Conventionally, a rainwater collecting apparatus that collects and stores rainwater flowing through a gutter attached to a house during a rain is known, and various forms of rainwater collecting apparatuses have been proposed. In addition, when collecting rainwater from rain gutters, the initial rainwater (initial rainwater) has a relatively large degree of contamination due to defoliation, bird droppings, garbage, dust, acid rain components, etc., so a predetermined amount of initial water from the start of water intake A rainwater collecting apparatus provided with an initial rainwater draining means for draining rainwater is also known from Japanese Patent Application Laid-Open No. 10-37255 (rainwater utilization system) and Japanese Patent Application Laid-Open No. 2001-115501 (rainwater storage device).

前者の雨水利用システムは、雨水が流れる縦樋の途中を排水経路と集水経路とに分岐すると共に集水経路を貯水タンクに連通させ、縦樋を流れる雨水が排水経路側に流れるようにしたり集水経路側に流れたりするように切り替える切り替え板を分岐部に回動自在に設け、切り替え板の下部に排水経路側に流れる雨水を受ける雨水一時受けタンクを設け、降雨初期には縦樋を流れる雨水を排水経路側に流して雨水一時受けタンクに受けるようにすると共に雨水一時受けタンクに所定量以上の雨水が溜まったとき、その重量で切り替え板を回動させて集水経路側に雨水が流れるように切り替えるものである。   In the former rainwater utilization system, the drainage channel and the water collection channel are branched into the drainage channel where rainwater flows, and the water collection channel is connected to the water storage tank so that the rainwater flowing through the vertical channel flows to the drainage channel side. A switching plate that switches to the water collection path side is provided at the branching part so that it can rotate freely. When flowing rainwater flows to the drainage path side and is received by the rainwater temporary receiving tank, and when rainwater of a predetermined amount or more accumulates in the rainwater temporary receiving tank, the switching plate is rotated by the weight of the rainwater to the water collecting path side. Is switched to flow.

また、後者の雨水貯水装置は、上部に集水管からの雨水が導入される導入部を有し、底部に導入部より小さな開口の排水口を有して形成された、初期雨水を受け入れる受水部と、この受水部に配設された受水部に溜まる水量に応じて変位するフロート部と、このフロート部とつながって排水口を開閉するように設けられた排水口を所定水量になるまでは開放させて、初期雨水を一部は排水口から外部へ排水しながら受水部に貯溜させる弁体と、所定水量の水位に対応した受水部の側壁に形成され、所定水量になるにしたがい初期雨水に続く通常雨水を貯水槽へ導く通孔部とを設けたものである。
特開平10−37255号 特開2001−115501号
In addition, the latter rainwater storage device has an introduction part into which rainwater from a water collecting pipe is introduced at the top, and has a drainage opening with a smaller opening than the introduction part at the bottom, receiving water for receiving initial rainwater. And a float portion that is displaced according to the amount of water accumulated in the water receiving portion disposed in the water receiving portion, and a drain port that is connected to the float portion so as to open and close the drain port has a predetermined amount of water. Is formed on the side wall of the water receiving part corresponding to the water level corresponding to the water level corresponding to the water level corresponding to the water level corresponding to the water level corresponding to the water level. Accordingly, there is provided a through hole portion for guiding normal rain water following the initial rain water to the water storage tank.
JP 10-37255 A JP 2001-115501 A

しかし、上述した従来の雨水収集装置は、次のような問題点があった。   However, the conventional rainwater collecting apparatus described above has the following problems.

第一に、取水開始からの所定量の初期雨水を排除する初期雨水排除手段は、装置本体(貯水タンクや貯水槽)とは別体となる初期雨水分離装置等の専用装置として構成し、装置本体の前段に接続するため、装置全体が大型構成になり、設置する際の省スペース性に劣るとともに、コストアップを招く要因ともなる。   First, the initial rainwater removal means for removing a predetermined amount of initial rainwater from the start of water intake is configured as a dedicated device such as an initial rainwater separator that is separate from the device main body (water tank or water tank). Since it is connected to the front stage of the main body, the entire apparatus has a large configuration, which is inferior in space saving at the time of installation and causes a cost increase.

第二に、装置本体の前段に初期雨水分離装置として接続することから、初期雨水に混入する落葉やゴミ等の異物を除去するフィルタを設けにくい。結局、初期雨水の収集時における異物が初期雨水分離装置に詰まりやすく、頻繁なメンテナンスが強いられるとともに、故障や不調の原因となる。   Secondly, since it is connected as an initial rainwater separator in the front stage of the apparatus main body, it is difficult to provide a filter for removing foreign matters such as fallen leaves and dust mixed in the initial rainwater. Eventually, foreign substances at the time of collecting initial rainwater are likely to be clogged in the initial rainwater separation device, forcing frequent maintenance and causing failures and malfunctions.

第三に、この種の雨水収集装置は、集中豪雨などに対する流水緩衝対策と資源としての雨水の有効利用の二つの側面を有しているが、専ら雨水の有効利用に重点がおかれる傾向があり、二つの側面の双方を十分に満たす観点からの十分な検討が行われているとは言い難い。   Thirdly, this type of rainwater collection device has two aspects: running water buffering measures against concentrated heavy rain and effective use of rainwater as a resource, but there is a tendency to focus exclusively on effective use of rainwater. Yes, it is hard to say that sufficient consideration has been made from the viewpoint of sufficiently satisfying both of the two aspects.

本発明は、このような背景技術に存在する課題を解決した雨水収集装置の提供を目的とするものである。   The object of the present invention is to provide a rainwater collecting apparatus that solves the problems in the background art.

本発明は、上述した課題を解決するため、少なくとも、取水開始からの所定量Qeの初期雨水Weを排除する初期雨水排除手段2と、初期雨水Weが排除された雨水Wを貯留する貯水部3を具備する雨水収集装置1を構成するに際して、貯水部3の底部3dに設けた初期雨水排出口部4と、この初期雨水排出口部4から流出する初期雨水Weを収容可能な所定の容積を有し、かつ流入する初期雨水Weの流量よりも少ない排水流量を設定可能な排水孔5h…を有する初期雨水収容桝部5と、少なくとも初期雨水収容桝部5を初期雨水Weが満たした後に初期雨水排除口部4を閉じる弁機構部6とを有する初期雨水排除手段2を備えることを特徴とする。   In order to solve the above-described problem, the present invention provides at least an initial rainwater removing means 2 for removing an initial rainwater We of a predetermined amount Qe from the start of water intake, and a water storage unit 3 for storing the rainwater W from which the initial rainwater We has been removed. When the rainwater collecting apparatus 1 is provided, the initial rainwater discharge port 4 provided at the bottom 3d of the water storage unit 3 and a predetermined volume capable of storing the initial rainwater We flowing out from the initial rainwater discharge port 4 are provided. And an initial rainwater storage trough 5 having drain holes 5h that can set a drainage flow rate smaller than the flow rate of the initial rainwater We inflow, and an initial stage after the initial rainwater We fills at least the initial rainwater storage trough 5 An initial rainwater draining means 2 having a valve mechanism 6 for closing the rainwater draining port 4 is provided.

この場合、発明の好適な態様により、貯水部3は、流入する雨水We,Wが通過する際に当該雨水We,W中の異物Fx…を除去するための着脱可能な一又は二以上のフィルタ11a…を備え、二以上のフィルタ11a,11b…はそれぞれ異なるメッシュを設定することができる。また、弁機構部6は、貯水部3内に配したフロート部12及びこのフロート部12の昇降に連動し、少なくともフロート部12の上昇により初期雨水排出口部4を閉じる弁体部13を備えて構成できる。他方、貯水部3は、初期雨水排除手段2を備える基礎タンク3oと、この基礎タンク3oに所定水量Qmの雨水Wを収容し、かつ当該雨水Wがオーバフロー口3ouから溢れたなら、溢れた雨水Wを貯留する貯留タンク3a…を備えて構成できる。この際、基礎タンク3oは、弁機構部6が閉じた状態で当該基礎タンク3oから初期雨水収容桝部5に所定流量の通水を行う通水部14を設けることが望ましい。また、貯留タンク3a…は、接続口3ai,3ao…を介して連結可能に構成した二以上の貯留タンク3a,3b…を用いることができる。さらに、貯水部3には、雨水Wを浄化する浄水材16を用いた浄水手段15を設けることができる。   In this case, according to a preferred aspect of the invention, the water storage section 3 is provided with one or more detachable filters for removing the foreign matter Fx... In the rainwater We, W when the rainwater We, W flowing in passes. .., And two or more filters 11a, 11b,... Can have different meshes. Further, the valve mechanism section 6 includes a float section 12 disposed in the water storage section 3 and a valve body section 13 that closes the initial rainwater discharge port section 4 by at least the rise of the float section 12 in conjunction with the elevation of the float section 12. Can be configured. On the other hand, if the water storage unit 3 stores the basic tank 3o having the initial rainwater draining means 2 and the rainwater W having a predetermined amount Qm in the basic tank 3o and the rainwater W overflows from the overflow port 3ou, the overflowing rainwater It can comprise and comprise the storage tank 3a ... which stores W. At this time, it is desirable that the basic tank 3o is provided with a water passing portion 14 for passing water at a predetermined flow rate from the basic tank 3o to the initial rainwater storage trough 5 with the valve mechanism portion 6 closed. Further, as the storage tank 3a, two or more storage tanks 3a, 3b,... Configured to be connectable via connection ports 3ai, 3ao,. Furthermore, the water storage section 3 can be provided with water purification means 15 using a water purification material 16 that purifies the rainwater W.

このような構成を有する本発明に係る雨水収集装置1によれば、次のような顕著な効果を奏する。   According to the rainwater collecting apparatus 1 according to the present invention having such a configuration, the following remarkable effects can be obtained.

(1) 貯水部3の底部3dに設けた初期雨水排出口部4と、この初期雨水排出口部4から流出する初期雨水Weを収容可能な所定の容積を有し、かつ流入する初期雨水Weの流量よりも少ない排水流量を設定可能な排水孔5h…を有する初期雨水収容桝部5と、少なくとも初期雨水収容桝部5を初期雨水Weが満たした後に初期雨水排除口部4を閉じる弁機構部6とを有する初期雨水排除手段2を備えるため、この初期雨水排除手段2は、貯水部3の内部に一体的に設けることが可能となる。したがって、別体に構成する専用装置が不要になり、収集装置1全体の小型化を実現でき、設置する際の省スペース性を高めることができるとともに、低コスト化に貢献できる。   (1) The initial rainwater discharge port 4 provided in the bottom 3d of the water storage unit 3 and the initial rainwater We that has a predetermined volume capable of accommodating the initial rainwater We flowing out from the initial rainwater discharge port 4 and that flows in. Of the initial rainwater storage trough 5 having a drainage hole 5h that can set a drainage flow rate smaller than the flow rate, and a valve mechanism that closes the initial rainwater drain opening 4 after at least the initial rainwater storage trough 5 is filled with the initial rainwater We. Since the initial rainwater draining means 2 having the section 6 is provided, the initial rainwater draining means 2 can be integrally provided inside the water storage section 3. Therefore, a dedicated device configured separately is not required, the entire collection device 1 can be reduced in size, space saving at the time of installation can be improved, and cost can be reduced.

(2) 貯水部3の底部3dに初期雨水排除手段2を設けるため、この初期雨水排除手段2には、貯水部3に付設するフィルタ11a…を通過した初期雨水We、即ち、落葉やゴミ等の異物Fx…の除去された初期雨水Weを供給することができる。したがって、初期雨水Weの流入時における異物Fx…が初期雨水排除手段2に詰まるなどの不具合を回避でき、メンテナンスの容易化を図れるとともに、故障や不調を防止できる。   (2) Since the initial rainwater draining means 2 is provided at the bottom 3d of the water storage section 3, the initial rainwater draining means 2 includes the initial rainwater We that has passed through the filter 11a attached to the water storage section 3, that is, fallen leaves, dust, etc. The initial rainwater We from which foreign substances Fx... Are removed can be supplied. Therefore, it is possible to avoid problems such as the clogging of the foreign matter Fx at the inflow of the initial rainwater We in the initial rainwater draining means 2, thereby facilitating maintenance and preventing failure and malfunction.

(3) 好適な態様により、貯水部3に、流入する雨水We,Wが通過する際に当該雨水We,W中の異物Fx…を除去するための着脱可能な一又は二以上のフィルタ11a…を備え、二以上のフィルタ11a,11b…はそれぞれ異なるメッシュを設定するようにすれば、雨水We,Wに混入する大小様々な異物Fx…を有効かつ確実に除去できる。   (3) According to a preferred embodiment, one or more detachable filters 11a for removing the foreign matter Fx ... in the rainwater We, W when the rainwater We, W flowing into the water storage section 3 passes through the water storage section 3. If the two or more filters 11a, 11b,... Are set to have different meshes, the large and small foreign substances Fx mixed in the rainwaters We, W can be effectively and reliably removed.

(4) 好適な態様により、弁機構部6を、貯水部3内に配したフロート部12及びこのフロート部12の昇降に連動し、少なくともフロート部12の上昇により初期雨水排出口部4を閉じる弁体部13を備えて構成すれば、弁機構部6を比較的簡易な構造により構成できるとともに、弁機構部6を確実に機能させることができる。   (4) According to a preferred embodiment, the valve mechanism portion 6 is interlocked with the float portion 12 disposed in the water storage portion 3 and the elevation of the float portion 12, and at least the initial rainwater discharge port portion 4 is closed by the rise of the float portion 12. If it comprises and comprises the valve body part 13, while being able to comprise the valve mechanism part 6 by a comparatively simple structure, the valve mechanism part 6 can be functioned reliably.

(5) 好適な態様により、貯水部3を、初期雨水排除手段2を備える基礎タンク3oと、この基礎タンク3oに所定水量Qmの雨水Wを収容し、かつ当該雨水Wがオーバフロー口3ouから溢れたなら、溢れた雨水Wを貯留する貯留タンク3a…を備えて構成すれば、基礎タンク3oに収容された雨水Wのうち、奇麗な上澄み水のみを貯留タンク3a…に貯留することができ、雨水Wに対する用途拡大や有効利用に寄与できる。   (5) According to a preferred embodiment, the water storage unit 3 is provided with a basic tank 3o provided with the initial rainwater draining means 2, and a rainwater W having a predetermined amount Qm is accommodated in the basic tank 3o, and the rainwater W overflows from the overflow port 3ou. If it is configured to have a storage tank 3a for storing overflowing rainwater W, only clean supernatant water can be stored in the storage tank 3a in rainwater W stored in the base tank 3o. It can contribute to the expansion and effective use of rainwater W.

(6) 好適な態様により、基礎タンク3oに、弁機構部6が閉じた状態で当該基礎タンク3oから初期雨水収容桝部5に所定流量の通水を行う通水部14を設ければ、基礎タンク3oに収容された雨水Wを少しずつ排出できるため、基礎タンク3oに、雨水Wを一時的に貯留するダム機能を持たせることができ、集中豪雨などに対する有効な流水緩衝対策に利用できる。   (6) According to a preferred embodiment, if a water flow unit 14 is provided in the basic tank 3o to allow water to flow at a predetermined flow rate from the basic tank 3o to the initial rainwater storage trough 5 with the valve mechanism 6 closed. Since the rainwater W stored in the foundation tank 3o can be discharged little by little, the foundation tank 3o can be provided with a dam function for temporarily storing the rainwater W, which can be used as an effective buffer against running heavy rain. .

(7) 好適な態様により、貯留タンク3a…に、接続口3ai,3ao…を介して連結可能に構成した二以上の貯留タンク3a,3b…を用いれば、貯留タンク3a…の貯留能力を設置場所の状態(屋根面積等)に応じて容易かつ柔軟に設定できる。   (7) According to a preferred embodiment, if two or more storage tanks 3a, 3b,... Configured to be connectable to the storage tank 3a through connection ports 3ai, 3ao,. It can be set easily and flexibly according to the state of the place (roof area, etc.).

(8) 好適な態様により、貯水部3に、雨水Wを浄化する浄水材16を用いた浄水手段15を設ければ、貯留タンク3a…に貯留する雨水Wの更なる浄化に寄与できる。   (8) If the water storage means 15 using the water purification material 16 which purifies the rain water W is provided in the water storage part 3 by a suitable aspect, it can contribute to the further purification | cleaning of the rain water W stored in the storage tank 3a ....

次に、本発明に係る最良の実施形態を挙げ、図面に基づき詳細に説明する。   Next, the best embodiment according to the present invention will be given and described in detail with reference to the drawings.

まず、本実施形態に係る雨水収集装置1の構成について、図1〜図6を参照して説明する。   First, the structure of the rainwater collecting apparatus 1 which concerns on this embodiment is demonstrated with reference to FIGS.

図1及び図2は、雨水収集装置1の全体構成を示す。図1中、Pは、住宅の外壁に付設した鉛直方向の雨樋を示す。この雨樋Pは、所定の高さ位置で切断し、切断後の下端部は、雨水収集装置1を接続する接続口Pdとする。Gは、雨水収集装置1を設置する設置面(地面)である。   1 and 2 show the overall configuration of the rainwater collecting apparatus 1. In FIG. 1, P shows the vertical gutter attached to the outer wall of a house. This rain gutter P is cut at a predetermined height position, and the lower end portion after cutting is a connection port Pd to which the rain water collecting device 1 is connected. G is an installation surface (ground) on which the rainwater collecting apparatus 1 is installed.

雨水収集装置1において、3は貯水部であり、基本的な構成として基礎タンク3oと貯留タンク3aを備える。基礎タンク3oは、上端が開放されたタンク本体部21と、このタンク本体部21の上端を覆う着脱式の蓋部22を備える。蓋部22には、接続口22cを設け、上述した雨樋Pの接続口Pdと接続口22cを雨水導入管23により接続する。この雨水導入管23には、自在に変形する蛇腹管を用いることが望ましい。なお、タンク本体部21は、複数の脚部24…により所定の高さ位置に支持される。   In the rainwater collecting apparatus 1, reference numeral 3 denotes a water storage unit, which includes a basic tank 3o and a storage tank 3a as a basic configuration. The basic tank 3o includes a tank body 21 having an open upper end and a detachable lid 22 that covers the upper end of the tank body 21. The lid 22 is provided with a connection port 22 c, and the connection port Pd of the rain gutter P and the connection port 22 c are connected by a rainwater introduction pipe 23. The rainwater introduction pipe 23 is desirably a bellows pipe that can be freely deformed. The tank body 21 is supported at a predetermined height by a plurality of legs 24.

一方、タンク本体部21には、初期雨水排除手段2を設ける。図3に、初期雨水排除手段2を抽出して示す。初期雨水排除手段2は、タンク本体部21(基礎タンク3o)の底部(底面部)3dに設けた初期雨水排出口部4と、この初期雨水排出口部4から流出する初期雨水Weを収容可能な所定の容積を有し、かつ流入する初期雨水Weの流量よりも少ない排水流量を設定可能な排水孔5h…を有する初期雨水収容桝部5と、少なくとも初期雨水収容桝部5を初期雨水Weが満たした後に初期雨水排除口部4を閉じる弁機構部6とを備えて構成する。   On the other hand, the tank body 21 is provided with initial rainwater draining means 2. FIG. 3 shows the initial rainwater draining means 2 extracted. The initial rainwater draining means 2 can accommodate the initial rainwater discharge port 4 provided in the bottom (bottom surface) 3d of the tank main body 21 (base tank 3o) and the initial rainwater We flowing out from the initial rainwater discharge port 4. And an initial rainwater storage trough 5 having drain holes 5h that can set a drainage flow rate lower than the flow rate of the initial rainwater We flowing in, and at least the initial rainwater storage trough 5 as the initial rainwater We. Is provided with a valve mechanism portion 6 that closes the initial rainwater drain port portion 4 after being satisfied.

この場合、初期雨水排出口部4は、底部3dに形成した開口から下方に突出する接続口4cを有するとともに、底部3dに形成した開口の上面縁部は、弁座部26として機能するように、例えば、テーパを設けて形成する。また、弁座部26の上面には、一又は二以上の凹溝による通水部14を形成し、後述する弁体部13が弁座部26に当接した状態であっても、この通水部14を通って基礎タンク3oの内部から接続口4cに所定流量の通水が行えるようにする。このような通水部14を設けることにより、基礎タンク3oに収容された雨水Wを少しずつ排出できるため、基礎タンク3oに、雨水Wを一時的に貯留するダム機能を持たせることができ、集中豪雨などに対する有効な流水緩衝対策に利用できる。   In this case, the initial rainwater discharge port 4 has a connection port 4c protruding downward from the opening formed in the bottom 3d, and the upper surface edge of the opening formed in the bottom 3d functions as the valve seat 26. For example, a taper is provided. Further, a water passage portion 14 having one or two or more concave grooves is formed on the upper surface of the valve seat portion 26, and this passage is possible even when a valve body portion 13 described later is in contact with the valve seat portion 26. A predetermined amount of water can be passed from the inside of the basic tank 3o to the connection port 4c through the water portion 14. By providing such a water flow part 14, the rainwater W stored in the foundation tank 3o can be discharged little by little, so that the foundation tank 3o can have a dam function for temporarily storing the rainwater W, It can be used for effective running water buffering measures such as torrential rain.

初期雨水収容桝部5は、上端を開放した桝本体部27とこの桝本体部27の上端を覆うカバー部28を備え、桝本体部27の下部には、多数の小孔による排水孔5h…を形成する。桝本体部27は、設置面(地面)Gに埋設して使用し、内部には必要に応じて砂利やバラス等の充填材30を収容するとともに、カバー部28には、接続口28cを設け、この接続口28cと接続口4cをフレキシブルな接続管31により接続する。これにより、流入した初期雨水Weを初期雨水収容桝部5に収容できるとともに、排水孔5h…からは所定の排水流量により初期雨水We(雨水W)が外部に排出される。なお、排水孔5h…により流入する初期雨水Weの流量よりも少ない排水流量を設定するとは、排水孔5h…の数量や大きさにより設定するとともに、実質的には地面Gに対する浸透率を考慮して設定する。   The initial rainwater storage trough portion 5 includes a trough body portion 27 having an open upper end and a cover portion 28 covering the top end of the trough body portion 27. Form. The main body 27 is used by being embedded in the installation surface (ground) G, and contains a filler 30 such as gravel or ballast as needed, and a cover 28c is provided in the cover 28. The connection port 28c and the connection port 4c are connected by a flexible connection pipe 31. Accordingly, the initial rainwater We that has flowed in can be accommodated in the initial rainwater storage trough 5, and the initial rainwater We (rainwater W) is discharged from the drain holes 5h to a predetermined amount of drainage. In addition, setting the drainage flow rate smaller than the flow rate of the initial rainwater We flowing in through the drainage holes 5h is set according to the quantity and size of the drainage holes 5h and substantially considering the permeability to the ground G. To set.

弁機構部6は、貯水部3内に配したフロート部12及びこのフロート部12の昇降に連動し、少なくともフロート部12の上昇により初期雨水排出口部4を閉じる弁体部13を備える。この場合、底部3dの上面にブラケット部33を固定し、このブラケット部33によりレバー部34の中間位置を支軸により回動自在に支持するとともに、レバー部34の先端にゴムボール等の球状の弁体部13をワイヤ材35により吊り下げ、かつレバー部34の後端にフロート部12を取付ける。36,37は、レバー部32の回動範囲を規制するストッパ部であり、ストッパ部36は、フロート部12の上昇変位を規制するとともに、ストッパ部37は、フロート部12の下降変位を規制する。このような弁機構部6を用いることにより、弁機構部6を比較的簡易な構造により構成できるとともに、弁機構部6を確実に機能させることができる利点がある。   The valve mechanism unit 6 includes a float unit 12 disposed in the water storage unit 3 and a valve body unit 13 that closes the initial rainwater discharge port unit 4 by at least ascending the float unit 12 in conjunction with the elevation of the float unit 12. In this case, the bracket portion 33 is fixed to the upper surface of the bottom portion 3d, and the intermediate position of the lever portion 34 is supported by the bracket portion 33 so as to be rotatable by a support shaft, and a spherical ball such as a rubber ball is provided at the tip of the lever portion 34. The valve body portion 13 is suspended by the wire material 35 and the float portion 12 is attached to the rear end of the lever portion 34. Reference numerals 36 and 37 denote stopper portions that restrict the rotation range of the lever portion 32. The stopper portion 36 restricts upward displacement of the float portion 12, and the stopper portion 37 restricts downward displacement of the float portion 12. . By using such a valve mechanism section 6, there is an advantage that the valve mechanism section 6 can be configured with a relatively simple structure and the valve mechanism section 6 can function reliably.

これにより、弁機構部6は、降雨がなければ、図3に仮想線で示すように、フロート部12が自重で下降するため、弁体部13は上昇し、初期雨水排出口部4を開いた状態に維持する。これに対して、降雨が開始し、初期雨水Weが初期雨水収容桝部5を満たし、さらに、基礎タンク3o内において雨水Wの水位が上昇すれば、図3に実線で示すように、フロート部12が浮力で上昇するため、弁体部13は下降し、弁座部26に当接して初期雨水排除口部4を閉じることができる。   As a result, if there is no rain, the valve mechanism unit 6 moves down by its own weight as shown by a virtual line in FIG. 3, so that the valve body unit 13 rises and opens the initial rainwater discharge port 4. To maintain the state. On the other hand, if the rain starts, the initial rainwater We fills the initial rainwater storage trough 5 and the water level of the rainwater W rises in the foundation tank 3o, the float part is shown in FIG. Since 12 rises by buoyancy, the valve body portion 13 is lowered, and can contact the valve seat portion 26 to close the initial rainwater drain port 4.

他方、基礎タンク3oの内部空間上部には、流入する雨水We,Wを通過させることにより当該雨水We,W中の異物Fx…を除去するための着脱可能な三つのフィルタ11a,11b,11cを配設する。図5に、フィルタ11a…を抽出して示す。各フィルタ11a…は、図2に現れる矩形のフレーム41…を有し、各フレーム41…にネット42a,42b,42cを取付けて構成する。各ネット42a,42b,42cは、それぞれ異なるメッシュを設定し、最上部のフィルタ11aは、比較的大きいメッシュ(粗目)のネット42aを使用し、最下部のフィルタ11cは、比較的小さいメッシュ(細目)のネット42cを使用し、中間のフィルタ11bは、ネット42aと42cの中間のメッシュ(中目)を有するネット42bを使用する。各フィルタ11a…をセットするに際しては、基礎タンク3oの内面に、支持プレート43を取付け、この支持プレート43の上に各フィルタ11c…を順番に重ねてセットする。   On the other hand, in the upper part of the internal space of the basic tank 3o, three detachable filters 11a, 11b, 11c for removing the foreign substances Fx ... in the rainwater We, W by passing the inflowing rainwater We, W are provided. Arrange. FIG. 5 shows the extracted filters 11a. Each filter 11a has a rectangular frame 41 appearing in FIG. 2, and is constructed by attaching nets 42a, 42b, 42c to each frame 41. Each net 42a, 42b, 42c has a different mesh, the uppermost filter 11a uses a relatively large mesh (coarse) net 42a, and the lowermost filter 11c uses a relatively small mesh (fine mesh). ) And the intermediate filter 11b uses a net 42b having a mesh (medium mesh) between the nets 42a and 42c. When the filters 11a are set, a support plate 43 is attached to the inner surface of the basic tank 3o, and the filters 11c are sequentially stacked on the support plate 43 and set.

したがって、フィルタ11a…は、任意の数量及び種別を選定できるとともに、タンク本体部21の上端から取出可能なため、清掃やメンテナンスを容易に行うことができる。また、各フィルタ11a,11b…にそれぞれ異なるメッシュを設定するため、フィルタ11aにより大ゴミFxを、フィルタ11bにより中ゴミFmを、フィルタ11cにより小ゴミFsをそれぞれ除去できるなど、雨水We,Wに混入する大小様々な異物Fx…を有効かつ確実に除去できる利点がある。   Therefore, the filters 11a can be selected in any quantity and type, and can be taken out from the upper end of the tank main body 21, so that cleaning and maintenance can be easily performed. Further, since different meshes are set for the filters 11a, 11b, etc., the filter 11a can remove large dust Fx, the filter 11b can remove medium dust Fm, and the filter 11c can remove small dust Fs. There is an advantage that various foreign substances Fx... Mixed can be effectively and reliably removed.

さらに、基礎タンク3oの側面には、溢れた雨水Wを流出させる流出口(接続口)を兼ねるオーバフロー口3ouを設ける。このオーバフロー口3ouは、最下部のフィルタ11cの下方であってその近傍位置を選定する。   Further, an overflow port 3ou that also serves as an outlet (connection port) through which overflowing rainwater W flows out is provided on the side surface of the basic tank 3o. The overflow port 3ou is located below the lowermost filter 11c and in the vicinity thereof.

一方、基礎タンク3oに隣接して貯留タンク3aを設置する。貯留タンク3aは、上端が開放されたタンク本体部51と、このタンク本体部51の上端を覆う着脱式の蓋部52を備える。タンク本体部51における対向する一対の側面部の上部位置には、それぞれ接続口3aiと3aoを設け、この接続口3aiと基礎タンク3oのオーバフロー口3ouを接続管54により接続する。この接続管54には自在に変形する蛇腹管を用いることが望ましい。また、接続口3aoはキャップ55により閉塞する。なお、タンク本体部51は、複数の脚部53…により所定の高さ位置に支持される。   On the other hand, the storage tank 3a is installed adjacent to the basic tank 3o. The storage tank 3 a includes a tank main body 51 having an open upper end and a detachable lid 52 that covers the upper end of the tank main body 51. Connection ports 3ai and 3ao are provided at the upper positions of a pair of opposing side surface portions in the tank body 51, and the connection port 3ai and the overflow port 3ou of the basic tank 3o are connected by a connection pipe 54. It is desirable to use a bellows tube that can be freely deformed as the connection tube 54. Further, the connection port 3ao is closed by the cap 55. The tank body 51 is supported at a predetermined height by a plurality of legs 53.

図1は、一つの貯留タンク3aを利用する場合を示すが、複数の貯留タンク3a,3b…を利用する場合には、図6に示すように、キャップ55を最後部に連結する貯留タンク3bの接続口3boに装着するとともに、貯留タンク3aの接続口3aoと貯留タンク3bの接続口3biを接続管56により接続すればよい。このように、貯留タンク3a…に、接続口3ai,3ao…を介して連結可能に構成した二以上の貯留タンク3a,3b…を用いれば、貯留タンク3a…の貯留能力を設置場所の状態(屋根面積等)に応じて容易かつ柔軟に設定できる利点がある。   FIG. 1 shows the case where one storage tank 3a is used. However, when a plurality of storage tanks 3a, 3b... Are used, the storage tank 3b connecting the cap 55 to the rearmost portion as shown in FIG. The connection port 3bo is connected to the connection port 3ao of the storage tank 3a and the connection port 3bi of the storage tank 3b. As described above, if two or more storage tanks 3a, 3b,... Configured to be connectable to the storage tanks 3a through the connection ports 3ai, 3ao,... Are used, the storage capacity of the storage tanks 3a. There is an advantage that it can be easily and flexibly set according to the roof area.

また、接続口3ai(3biも同じ)には、図4に示すような浄水手段15を付設することができる。浄水手段15は、貯留タンク3aに流入する雨水Wが浄水手段15を通過できるように接続口3aiを利用して取付け、雨水Wの流水経路の一部を構成する。浄水手段15は、ネットを付設した流入口61iとネットを付設した流出口61oを有する流路ボックス61を備え、この流路ボックス61の内部に、活性炭等の浄水材16を収容して構成する。これにより、接続口3aiから流入する雨水Wは、矢印Diの経路で流路ボックス61の内部を通過し、この際、浄水材16により浄化(浄水)が行われる。その他、タンク本体部51の前面部の下部には、蛇口57を付設するとともに、タンク本体部51の内部には、上端にネットを付設したオーバフロー口58nを有する排水管58を起設し、排水管58の下端排出口はタンク本体部51における底部の下方に露出させる。   Moreover, the water purification means 15 as shown in FIG. 4 can be attached to the connection port 3ai (3bi is also the same). The water purification means 15 is attached using the connection port 3ai so that the rainwater W flowing into the storage tank 3a can pass through the water purification means 15, and constitutes a part of the flow path of the rainwater W. The water purification means 15 includes a flow path box 61 having an inlet 61i with a net attached and an outlet 61o with a net attached, and the water purification material 16 such as activated carbon is accommodated in the flow path box 61. . Thereby, the rainwater W flowing in from the connection port 3ai passes through the inside of the flow path box 61 along the path of the arrow Di, and at this time, purification (purified water) is performed by the water purification material 16. In addition, a faucet 57 is provided at the lower part of the front surface of the tank main body 51, and a drain pipe 58 having an overflow port 58n with a net attached to the upper end is provided inside the tank main body 51 for drainage. The lower end discharge port of the pipe 58 is exposed below the bottom of the tank body 51.

次に、本実施形態に係る雨水収集装置1の作用(機能)について、図7に示すフローチャートを参照して説明する。   Next, the operation (function) of the rainwater collecting apparatus 1 according to the present embodiment will be described with reference to the flowchart shown in FIG.

今、天候が晴れている状態から雨が降り始めた状態を想定する(ステップS1)。住宅における屋根上の雨水は、図1に示す鉛直の雨樋Pを流れ落ち、雨水導入管23を通って基礎タンク3oの内部に流入する(ステップS2)。この際、雨が降り始めてから基礎タンク3oに最初に流入する雨水は初期雨水Weとなる。基礎タンク3oに流入した初期雨水Weは、まず、三つのフィルタ11a,11b,11cを通過する。初期雨水Weは、落葉,鳥糞,ゴミ,ほこり,酸性雨成分等により比較的汚れ度合が大きいため、各フィルタ11a,11b,11cにより異物Fx…の除去が行われる(ステップS3)。この場合、図5に示すように、最初に、粗目のネット42aを有するフィルタ11aにより、落葉等の大ゴミFxが除去され、この後、中目のネット42bを有するフィルタ11bにより、木の実等の中ゴミFmが除去され、この後、細目のネット42cを有するフィルタ11cにより、砂等の小ゴミFsが除去される。   Now, assume a state in which rain starts from a sunny weather (step S1). The rainwater on the roof in the house flows down the vertical rain gutter P shown in FIG. 1 and flows into the inside of the basic tank 3o through the rainwater introduction pipe 23 (step S2). At this time, the rainwater first flowing into the basic tank 3o after the rain starts is the initial rainwater We. Initial rainwater We flowing into the foundation tank 3o first passes through the three filters 11a, 11b, and 11c. Since the initial rainwater We has a relatively high degree of contamination due to leaf litter, bird droppings, dust, dust, acid rain components, etc., the foreign substances Fx... Are removed by the filters 11a, 11b, and 11c (step S3). In this case, as shown in FIG. 5, first, large dust Fx such as fallen leaves is removed by the filter 11a having the coarse net 42a, and thereafter, the filter 11b having the middle net 42b is used to remove the nuts and the like. The medium dust Fm is removed, and then the small dust Fs such as sand is removed by the filter 11c having the fine net 42c.

そして、各フィルタ11a…を通過した初期雨水Weは、基礎タンク3oの底部3dに落下する。この際、弁機構部6は開いた状態、即ち、弁体部13は、図3において仮想線で示す位置に上昇しているため、初期雨水Weは、初期雨水排除口部4を通って初期雨水収容桝部5に流入する(ステップS4)。初期雨水収容桝部5は、所定の排水流量により外部に排水可能に設置されており、初期雨水収容桝部5に流入する初期雨水Weの流量が排水流量よりも少ない状態にあれば、流入した初期雨水Weは、初期雨水収容桝部5に貯留されることなく全て外部に排出されるとともに、流入する初期雨水Weの流量が排水流量よりも多い状態になれば、多い分だけ初期雨水収容桝部5に貯留される(ステップS5,S6)。初期雨水Weは、通常、降雨開始から徐々に多くなるため、最初は、早い時間に地面Gに浸透し、ある程度の流量に達すれば、初期雨水収容桝部5に貯留される。したがって、汚れた初期雨水Weの排除が早い時間に確実に行われる。また、初期雨水Weの流入する流量が多くなり、初期雨水Weが初期雨水収容桝部5を満たせば、さらに、基礎タンク3oに貯留し始める。これにより、フロート部12は、図3に実線で示す位置まで浮力により徐々に上昇するとともに、他方、弁体部13が弁座部26に当接し、初期雨水排除口部4が閉塞されることにより弁機構部6は閉じた状態になる(ステップS7)。   And the initial rain water We which passed each filter 11a ... falls to the bottom part 3d of the basic tank 3o. At this time, since the valve mechanism section 6 is in an open state, that is, the valve body section 13 is raised to the position indicated by the phantom line in FIG. 3, the initial rainwater We passes through the initial rainwater drain port 4 to the initial stage. It flows into the rainwater storage trough 5 (step S4). The initial rainwater storage trough 5 is installed so that it can be drained to the outside with a predetermined drainage flow rate. If the initial rainwater We flowed into the initial rainwater storage trough 5 is less than the drainage flow rate, it has flowed in. The initial rainwater We is discharged to the outside without being stored in the initial rainwater storage trough 5, and if the flow rate of the inflowing initial rainwater We is greater than the drainage flow rate, the initial rainwater storage trough is increased by a large amount. Stored in the unit 5 (steps S5 and S6). Since the initial rainwater We normally increases gradually from the start of rainfall, first, it penetrates the ground G at an early time and is stored in the initial rainwater storage trough 5 when it reaches a certain flow rate. Accordingly, the dirty initial rainwater We is reliably removed at an early time. Further, when the initial rainwater We flows in and the initial rainwater We fills the initial rainwater storage trough 5, the initial rainwater We starts to be stored in the basic tank 3 o. As a result, the float portion 12 gradually rises to the position indicated by the solid line in FIG. 3 due to buoyancy, and on the other hand, the valve body portion 13 comes into contact with the valve seat portion 26 and the initial rainwater drain port portion 4 is closed. Thus, the valve mechanism 6 is closed (step S7).

弁機構部6が閉じた状態になることにより、基礎タンク3oに流入した雨水Wは、タンク本体部21に貯留される(ステップS8)。そして、タンク本体部21内の雨水Wが、溢れレベルとなるオーバフロー口3ouの高さ位置まで満たせば、雨水Wはオーバフロー口3ouから流出し、接続管54を通って流路ボックス61に流入する。雨水Wは流路ボックス61内を矢印Di(図4)の経路により流れ、浄水材16により浄化された後、貯留タンク3aの内部に貯留される(ステップS9,S10,S11)。このように、貯留タンク3aは、基礎タンク3oに収容された雨水Wのうち、奇麗な上澄み水のみをに貯留できるため、雨水Wに対する用途拡大や有効利用に寄与できる。また、雨水Wは、流路ボックス61内の浄水材16(浄水手段15)により浄化されるため、貯留タンク3aに貯留する雨水Wの更なる浄化に寄与できる。   When the valve mechanism 6 is closed, the rainwater W that has flowed into the basic tank 3o is stored in the tank body 21 (step S8). And if the rain water W in the tank main body 21 fills up to the height position of the overflow port 3ou at the overflow level, the rain water W flows out from the overflow port 3ou and flows into the flow path box 61 through the connection pipe 54. . The rainwater W flows in the flow path box 61 along the path indicated by the arrow Di (FIG. 4), is purified by the water purification material 16, and is stored in the storage tank 3a (steps S9, S10, S11). Thus, since the storage tank 3a can store only the clean supernatant water among the rainwater W accommodated in the basic tank 3o, it can contribute to the use expansion and effective use with respect to the rainwater W. Moreover, since the rainwater W is purified by the water purification material 16 (water purification means 15) in the flow path box 61, it can contribute to the further purification of the rainwater W stored in the storage tank 3a.

一方、貯留タンク3aに貯留した雨水Wは、蛇口57から外部に供給し、利用できるとともに、貯留タンク3aに満杯になった雨水Wは、排水管58を通して外部に排出される。他方、雨が止めば、基礎タンク3oへの雨水Wの流入が停止し、基礎タンク3oに対する追加の貯留は無くなる。この場合、基礎タンク3o内には雨水Wが残留するが、底部3dには通水部14が設けられているため、基礎タンク3o内の残留した雨水Wは、少しずつ通水部14を通して初期雨水収容桝部5に流入した後、地面Gに浸透する。この結果、最終的には、基礎タンク3o及び初期雨水収容桝部5の内部は空の状態になり、弁機構部6は開いた状態となる(ステップS12)。   On the other hand, the rainwater W stored in the storage tank 3 a can be supplied to the outside from the faucet 57 and can be used, and the rainwater W that is full in the storage tank 3 a is discharged to the outside through the drain pipe 58. On the other hand, if the rain stops, the inflow of the rainwater W to the basic tank 3o is stopped, and additional storage in the basic tank 3o is eliminated. In this case, the rainwater W remains in the foundation tank 3o, but the bottom portion 3d is provided with the water passage portion 14, so that the remaining rainwater W in the foundation tank 3o is gradually passed through the water passage portion 14 in the initial stage. After flowing into the rainwater storage trough 5, it penetrates into the ground G. As a result, finally, the inside of the basic tank 3o and the initial rainwater storage trough 5 is empty, and the valve mechanism 6 is opened (step S12).

このように、本実施形態に係る雨水収集装置1によれば、初期雨水排除手段2を、貯水部3の内部に一体的に設けることができるため、別体に構成する専用装置が不要になる。したがって、収集装置1全体の小型化を実現でき、設置する際の省スペース性を高めることができるとともに、低コスト化に貢献できる。また、貯水部3の底部3dに初期雨水排除手段2を設けるため、この初期雨水排除手段2に、貯水部3に付設するフィルタ11a…を通過した初期雨水We、即ち、落葉やゴミ等の異物Fx…の除去された初期雨水Weを供給することができる。したがって、初期雨水Weの流入時における異物Fx…が初期雨水排除手段2に詰まるなどの不具合を回避でき、メンテナンスの容易化を図れるとともに、故障や不調を防止できる。   As described above, according to the rainwater collecting apparatus 1 according to the present embodiment, the initial rainwater draining means 2 can be integrally provided inside the water storage unit 3, so that a dedicated device configured separately is not necessary. . Therefore, it is possible to reduce the size of the entire collection device 1, and to improve the space saving at the time of installation, and to contribute to cost reduction. Further, since the initial rainwater draining means 2 is provided at the bottom 3d of the water storage section 3, the initial rainwater Wet that has passed through the filter 11a attached to the water storage section 3 to the initial rainwater draining means 2, that is, foreign matter such as fallen leaves and dust. The initial rainwater We from which Fx... Has been removed can be supplied. Therefore, it is possible to avoid problems such as the clogging of the foreign matter Fx at the inflow of the initial rainwater We in the initial rainwater draining means 2, thereby facilitating maintenance and preventing failure and malfunction.

次に、本発明に係る雨水収集装置1の変更実施形態について、図8及び図9を参照して説明する。   Next, a modified embodiment of the rainwater collecting apparatus 1 according to the present invention will be described with reference to FIGS. 8 and 9.

図8に示す雨水収集装置1は、貯水部3として基礎タンク3oのみを使用し、他の貯留タンク3a…を使用しない変更実施形態を示す。この場合、通水部14を設けず、基礎タンク3oに貯留(残留)した雨水Wを利用する。したがって、オーバフロー口3ouには排水管71を接続し、溢れた雨水Wを外部に排出するとともに、基礎タンク3oのタンク本体21の下部に蛇口72を設ける。なお、弁機構部6には、プレート状の弁体部13を用いた場合を例示する。   The rainwater collecting apparatus 1 shown in FIG. 8 shows a modified embodiment in which only the basic tank 3o is used as the water storage unit 3 and the other storage tanks 3a are not used. In this case, the rain water W stored (residual) in the basic tank 3o is used without providing the water flow section 14. Accordingly, a drain pipe 71 is connected to the overflow port 3ou to discharge the overflowing rainwater W to the outside, and a faucet 72 is provided below the tank body 21 of the basic tank 3o. In addition, the case where the plate-shaped valve body part 13 is used for the valve mechanism part 6 is illustrated.

図9に示す雨水収集装置1は、図1と同様、貯水部3として基礎タンク3oと貯留タンク3a…を使用するとともに、通水部14の通水量を調整できるように構成した変更実施形態を示す。この場合、弁機構部6を構成するプレート状の弁体部13に通水口81を形成するとともに、支軸ネジ83を介して調整用サブプレート82を取付けた。したがって、支軸ネジ83を締緩することにより調整用サブプレート82を回動変位させれば、通水口81を完全に閉塞する位置から全開する位置まで、通水口81の開口面積を任意に設定できる。なお、図8及び図9において、図1〜図6と同一部分には同一符号を付してその構成を明確にした。   The rainwater collecting apparatus 1 shown in FIG. 9 uses a basic tank 3o and a storage tank 3a as the water storage unit 3 as in FIG. 1, and has a modified embodiment configured so that the water flow rate of the water flow unit 14 can be adjusted. Show. In this case, the water flow port 81 was formed in the plate-like valve body portion 13 constituting the valve mechanism portion 6, and the adjustment sub-plate 82 was attached via the support shaft screw 83. Therefore, if the adjustment sub-plate 82 is rotationally displaced by tightening or loosening the support shaft screw 83, the opening area of the water flow port 81 is arbitrarily set from the position where the water flow port 81 is completely closed to the position where the water flow port 81 is fully opened. it can. 8 and 9, the same components as those in FIGS. 1 to 6 are denoted by the same reference numerals to clarify the configuration.

以上、最良の実施形態について詳細に説明したが、本発明は、このような実施形態に限定されるものではなく、細部の構成,形状,素材,数量等において、本発明の要旨を逸脱しない範囲で、任意に変更,追加,削除することができる。例えば、初期雨水収容桝部5は、地面Gに埋設する場合を示したが、必ずしも埋設することを要しない。したがって、タンク本体部21を上下二段構成とし、下段部分を初期雨水収容桝部5として構成することもできる。また、必要により、加熱手段,冷却手段,ポンプ手段等の各種補助機器(周辺機器)を付設することも可能である。   Although the best embodiment has been described in detail above, the present invention is not limited to such an embodiment, and the scope of the present invention is not deviated from the gist of the present invention in the detailed configuration, shape, material, quantity, and the like. It can be changed, added, or deleted arbitrarily. For example, although the initial rainwater storage trough 5 has been shown to be embedded in the ground G, it is not necessarily required to embed. Therefore, the tank main body 21 can be configured as a two-stage structure, and the lower part can be configured as the initial rainwater storage trough 5. If necessary, various auxiliary devices (peripheral devices) such as a heating device, a cooling device, and a pump device can be attached.

本発明の最良の実施形態に係る雨水収集装置の一部断面正面図、A partial cross-sectional front view of a rainwater collecting apparatus according to the best embodiment of the present invention, 同雨水収集装置の蓋部を除いた状態の平面図、A plan view of the rainwater collecting device with the lid removed, 同雨水収集装置に用いる初期雨水排除手段の断面構成図、Cross-sectional configuration diagram of initial rainwater draining means used in the rainwater collecting device, 同雨水収集装置に用いる浄水手段の断面構成図、Cross-sectional configuration diagram of water purification means used in the rainwater collecting device, 同雨水収集装置に用いるフィルタの断面構成図、Cross-sectional configuration diagram of a filter used in the rainwater collecting device, 同雨水収集装置に複数の貯留タンクを用いた形態の一部断面正面図、A partial cross-sectional front view of a form using a plurality of storage tanks in the rainwater collecting device, 同雨水収集装置の作用(機能)を説明するためのフローチャート、A flow chart for explaining the operation (function) of the rainwater collecting device; 本発明の変更実施形態に係る雨水収集装置の一部を示す断面正面図、A sectional front view showing a part of a rainwater collecting apparatus according to a modified embodiment of the present invention, 本発明の他の変更実施形態に係る雨水収集装置の一部及び抽出平面図を示す断面正面図、A sectional front view showing a part of a rainwater collecting apparatus and an extraction plan view according to another modified embodiment of the present invention,

符号の説明Explanation of symbols

1:雨水収集装置,2:初期雨水排除手段,3:貯水部,3d:貯水部の底部,3o:基礎タンク,3a…:貯留タンク,3ai:接続口,3ao:接続口,3ou:オーバフロー口,4:初期雨水排出口部,5:初期雨水収容桝部,5h…:排水孔,6:弁機構部,11a…:フィルタ,12:フロート部,13:弁体部,14:通水部,15:浄水手段,16:浄水材,We:初期雨水,W:雨水,Fx…:異物   DESCRIPTION OF SYMBOLS 1: Rainwater collecting apparatus, 2: Initial rainwater removal means, 3: Water storage part, 3d: Bottom part of water storage part, 3o: Base tank, 3a ...: Storage tank, 3ai: Connection port, 3ao: Connection port, 3ou: Overflow port , 4: Initial rainwater discharge port, 5: Initial rainwater storage trough, 5h ...: Drainage hole, 6: Valve mechanism, 11a ...: Filter, 12: Float, 13: Valve body, 14: Water flow , 15: water purification means, 16: water purification material, We: initial rainwater, W: rainwater, Fx ...: foreign matter

Claims (7)

少なくとも、取水開始からの所定量の初期雨水を排除する初期雨水排除手段と、前記初期雨水が排除された雨水を貯留する貯水部を具備する雨水収集装置において、前記貯水部の底部に設けた初期雨水排出口部と、この初期雨水排出口部から流出する初期雨水を収容可能な所定の容積を有し、かつ流入する初期雨水の流量よりも少ない排水流量を設定可能な排水孔を有する初期雨水収容桝部と、少なくとも前記初期雨水収容桝部を初期雨水が満たした後に前記初期雨水排除口部を閉じる弁機構部とを有する初期雨水排除手段を備えることを特徴とする雨水収集装置。   At least an initial rainwater draining means for removing a predetermined amount of initial rainwater from the start of water intake, and a rainwater collecting apparatus that stores the rainwater from which the initial rainwater has been removed, an initial stage provided at the bottom of the water reservoir An initial rainwater having a drainage hole and a drainage hole having a predetermined volume capable of storing the initial rainwater flowing out from the initial rainwater discharge port and capable of setting a drainage flow rate smaller than the inflowing initial rainwater flow rate A rainwater collecting apparatus, comprising: an initial rainwater draining means having a housing trough and a valve mechanism that closes at least the initial rainwater drain port after the initial rainwater fills at least the initial rainwater drainage trough. 前記貯水部は、流入する雨水が通過する際に当該雨水中の異物を除去するための着脱可能な一又は二以上のフィルタを備え、二以上のフィルタはそれぞれ異なるメッシュを設定することを特徴とする請求項1記載の雨水収集装置。   The water storage section includes one or more detachable filters for removing foreign substances in the rainwater when inflowing rainwater passes, and the two or more filters set different meshes, respectively. The rainwater collecting apparatus according to claim 1. 前記弁機構部は、前記貯水部内に配したフロート部及びこのフロート部の昇降に連動し、少なくとも前記フロート部の上昇により前記初期雨水排出口部を閉じる弁体部を備えることを特徴とする請求項1記載の雨水収集装置。   The valve mechanism section includes a float section disposed in the water storage section, and a valve body section that interlocks with the lifting and lowering of the float section and closes the initial rainwater discharge port section by at least raising the float section. Item 1. A rainwater collecting apparatus according to item 1. 前記貯水部は、前記初期雨水排除手段を配設した基礎タンクと、この基礎タンクに所定水量の雨水が満たされ、かつ当該雨水がオーバフロー口から溢れたなら、溢れた雨水を貯留する貯留タンクを備えることを特徴とする請求項1記載の雨水収集装置。   The water storage section includes a basic tank provided with the initial rainwater draining means, and a storage tank for storing the overflowing rainwater if the basic tank is filled with a predetermined amount of rainwater and the rainwater overflows from the overflow port. The rainwater collecting apparatus according to claim 1, comprising: a rainwater collecting apparatus according to claim 1. 前記基礎タンクは、前記弁機構部が閉じた状態で当該基礎タンクから前記初期雨水収容桝部に所定流量の通水を行う通水部を有することを特徴とする請求項4記載の雨水収集装置。   The rainwater collecting apparatus according to claim 4, wherein the foundation tank has a water passage section for passing water of a predetermined flow rate from the foundation tank to the initial rainwater storage trough with the valve mechanism section closed. . 前記貯留タンクは、接続口を介して連結可能に構成した二以上の貯留タンクを備えることを特徴とする請求項4記載の雨水収集装置。   The rainwater collecting device according to claim 4, wherein the storage tank includes two or more storage tanks configured to be connectable via a connection port. 前記貯水部は、雨水を浄化する浄水材を用いた浄水手段を備えることを特徴とする請求項1又は4記載の雨水収集装置。   The rainwater collecting apparatus according to claim 1, wherein the water storage section includes water purification means using a water purification material that purifies rainwater.
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KR101010391B1 (en) * 2010-09-15 2011-01-21 조선환 System for processing and utilizing rainwater through detecting rainfall and mtehod for controlling thereof
KR101389271B1 (en) 2013-02-04 2014-04-25 차성철 Wire fence fixed device
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CN112830592A (en) * 2021-02-05 2021-05-25 四川清和科技有限公司 Courtyard rainwater collecting and utilizing system and method
CN114537691A (en) * 2022-04-06 2022-05-27 重庆水利电力职业技术学院 Power line patrols and examines and uses unmanned aerial vehicle machine nest with dampproofing function
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