JP5770609B2 - Rainwater piping structure - Google Patents

Rainwater piping structure Download PDF

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JP5770609B2
JP5770609B2 JP2011263025A JP2011263025A JP5770609B2 JP 5770609 B2 JP5770609 B2 JP 5770609B2 JP 2011263025 A JP2011263025 A JP 2011263025A JP 2011263025 A JP2011263025 A JP 2011263025A JP 5770609 B2 JP5770609 B2 JP 5770609B2
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rainwater
tank
branch
inlet
outlet
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JP2013113068A (en
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昌広 堀
昌広 堀
岡本 晃
晃 岡本
隆文 荒原
隆文 荒原
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Aron Kasei Co Ltd
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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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Description

本発明は、雨水をろ過部材を介して貯留槽に貯留したり、同様にろ過部材を介して浸透槽から地下に浸透させたりする雨水配管構造に関するものである。   The present invention relates to a rainwater piping structure in which rainwater is stored in a storage tank via a filtration member, or is similarly permeated into the underground from an infiltration tank via a filtration member.

従来、雨水貯留・浸透システムは、できるだけ綺麗な状態の雨水を貯留して再利用するため、又は浸透槽の浸透孔の目詰まりを防ぐため、あるいは槽にたまったごみ等の除去を行うといったメンテナンスの頻度を減らすため、フィルター等のろ過部材を用いて雨水に混入するごみ等を除去していることが一般的である。例えば、雨水の流入管にごみ回収フィルターが取り付けられて、ごみを除去した雨水が槽内に送水される構成が知られている(特許文献1参照)。   Conventionally, rainwater storage and infiltration systems are used to store and reuse rainwater that is as clean as possible, to prevent the clogging of the infiltration holes in the infiltration tank, or to remove dust accumulated in the tank. In order to reduce the frequency of wastewater, it is common to remove dust and the like mixed in rainwater using a filter member such as a filter. For example, a configuration is known in which a waste collection filter is attached to an inflow pipe of rainwater, and rainwater from which dust has been removed is fed into a tank (see Patent Document 1).

特開2008−208528号公報JP 2008-208528 A

しかしながら、上記従来の雨水貯留・浸透システムにおいては、次のような問題点があった。即ち、該システムを雨水貯留システムとして運用する場合、雨水の浄化レベルを高めるために目の細かいろ過部材を用いたり、粒径の細かなろ過砂や砂利などの微粒子をろ過部材として採用したろ過装置を用いたりすると、通水性能が低下してろ過に時間がかかってしまい、大部分の雨水はろ過装置を通過できずに側溝などの排水設備に流出してしまうため、緊急災害時の生活用水として利用可能な量の貯留水を得るためにはかなり長期間の降水を期待しなければならない。一方、これを解消すべく目の荒いろ過部材を用いたときには、貯留された水の浄化が十分でなく、植物への散水程度の用途にしか用いることができない。   However, the conventional rainwater storage and infiltration system has the following problems. That is, when the system is operated as a rainwater storage system, a fine filtration member is used to increase the purification level of rainwater, or fine particles such as fine sand and gravel are used as a filtration member. If this is used, the water flow performance will deteriorate and it will take time to filter, and most of the rainwater will not pass through the filtration device and will flow out to drainage facilities such as gutters. In order to obtain the available amount of stored water, you have to expect quite a long period of precipitation. On the other hand, when a rough filtration member is used to solve this problem, the stored water is not sufficiently purified, and can only be used for watering the plant.

また、前記システムを雨水浸透システムとして運用する場合、目詰まりを防ぐために目の細かいろ過部材を用いると、通水性能が低下するために浸透システムとしての浸透性能が十分に発揮されない。一方、目の荒いろ過部材を用いると、ろ過の精度が低下するために浸透槽の目詰まりが起きやすくなり、排水設備に対する流出抑制効果が低下してしまう。   Further, when the system is operated as a rainwater permeation system, if a fine filtration member is used to prevent clogging, the water permeation performance is lowered, so that the permeation performance as the permeation system is not sufficiently exhibited. On the other hand, when a rough filtration member is used, the filtration accuracy is lowered, so that the permeation tank is easily clogged, and the outflow suppression effect on the drainage facility is lowered.

そこで、本発明は、ろ過部材のろ過性能を高めても、全体として高い通水性能を確保することができる雨水配管構造を提供することを目的とする。   Then, even if it raises the filtration performance of a filtration member, the present invention aims at providing the rainwater piping structure which can ensure high water passage performance as a whole.

本発明は、過部材を通過した雨水を地下へ浸透させる槽を備え、所定の排水設備に向かって流れる雨水のひとつの流路に分岐部が複数設けられることで、該雨水が前記槽に導入可能とされている雨水配管構造であって、前記雨水の流路に第1分岐部が設けられ、該第1分岐部は雨水が流入する第1流入口と、該雨水を前記槽内に導入する槽導入口と、該雨水を前記排水設備に向けて下流に流出させる流出口と、を備え、更に、該第1流入口と該槽との間にろ過部材が配設され、また、前記第1分岐部の流出口と前記排水設備との間の流路には、第2分岐部が単数、又は複数設けられ、該第2分岐部は該第1分岐部を経由した雨水が流入する第2流入口と、該雨水を前記槽内に導入する槽導入口と、該雨水を前記排水設備に向けて下流に流出させる流出口と、を備え、更に、該第2流入口と該槽との間にろ過部材が配設され、また更に、最も下流側に位置する第2分岐部の流出口が前記排水設備に繋がる排水口とされ、前記第1分岐部及び前記第2分岐部の各槽導入口が、単一の同じ槽に接続されており、更に、該槽は、雨水を地下に浸透させる浸透槽であり、前記第1分岐部及び前記第2分岐部において各流出口の管底と各槽導入口の管底とが互いに同じ高さ位置となるように高さ設定され、かつ、前記流出口及び前記槽導入口の管底の高さが前記排出口の管底の高さより低くなるように設定されていることを特徴とする雨水配管構造である。 The present invention is, rainwater that has passed through the filtration member comprises a bath to penetrate into the underground, by bifurcation into one of the flow path of rainwater flowing toward the predetermined drainage is plurality, the該雨water the tank A rainwater pipe structure that can be introduced, wherein a first branch portion is provided in the rainwater flow path, and the first branch portion has a first inlet through which rainwater flows, and the rainwater enters the tank. A tank introduction port to be introduced, and an outlet for allowing the rainwater to flow downstream toward the drainage facility, and further, a filtration member is disposed between the first inlet and the tank, and The flow path between the outlet of the first branch part and the drainage facility is provided with one or more second branch parts, and rainwater flows through the first branch part into the second branch part. A second inlet, a tank inlet for introducing the rainwater into the tank, and the rainwater flowing downstream toward the drainage facility. And an outlet for the second branching portion located on the most downstream side is provided in the drainage facility, and a filtering member is disposed between the second inlet and the tank. It is considered as a drainage port to be connected , and each tank introduction port of the first branch part and the second branch part is connected to a single same tank, and the tank is a permeation tank that allows rainwater to permeate underground. And the height is set so that the tube bottoms of the respective outlets and the tube bottoms of the respective tank introduction ports are at the same height position in the first branch part and the second branch part, and the outlets and The rainwater piping structure is characterized in that a height of a pipe bottom of the tank introduction port is set to be lower than a height of a pipe bottom of the discharge port .

このように本発明は、一つの雨水配管構造において複数の槽導入口が設けられていることを大きな特徴としている。すなわち、各槽導入口を介して雨水が槽内へ導入される際に、個々のろ過部材によって各槽導入口における通水性能が極端に低下して雨水が流れにくくなったとしても、全体としては槽への雨水導入量が十分に確保される。したがって、水の浄化性能を高めるためにろ過性能の高いろ過部材を用いても、全体として槽への通水性能を十分に確保でき、従来に比して十分な量の雨水を処理することが可能となる。さらに、かかる構成にあっては、浸透槽の目詰まりを防止すべく、個々のろ過部材のろ過性能を高めて通水性能が低くなった場合であっても、該ろ過部材を設けた槽導入口が複数あるために、システム全体の浸透槽への雨水導入量を十分に確保することができる。また浸透槽への雨水の導入が複数箇所から行なわれるために、該浸透槽内において雨水が一か所に集中しにくく、該浸透槽の浸透性能をより広い範囲で適切かつ円滑に発揮させることができる。 As described above, the present invention is greatly characterized in that a plurality of tank inlets are provided in one rainwater piping structure. That is, when rainwater is introduced into the tank through each tank introduction port, even if the water passage performance at each tank introduction port is extremely lowered by the individual filtration members and it becomes difficult for rainwater to flow, as a whole The amount of rainwater introduced into the tank is sufficiently secured. Therefore, even if a filtration member with high filtration performance is used in order to improve water purification performance, it is possible to sufficiently secure the water passage performance to the tank as a whole, and to treat a sufficient amount of rainwater as compared with the conventional case. It becomes possible. Furthermore, in such a configuration, in order to prevent clogging of the permeation tank, even when the filtration performance of the individual filtration members is increased and the water flow performance is lowered, the introduction of the tank provided with the filtration members is introduced. Since there are a plurality of mouths, it is possible to sufficiently secure the amount of rainwater introduced into the permeation tank of the entire system. Moreover, since rainwater is introduced into the infiltration tank from a plurality of locations, it is difficult for rainwater to concentrate in one place in the infiltration tank, and the infiltration performance of the infiltration tank can be appropriately and smoothly exhibited in a wider range. Can do.

前記第1分岐部及び前記第2分岐部は、それぞれ単体のますで構成されていることが望ましい。   It is desirable that each of the first branch portion and the second branch portion is composed of a single piece.

かかる構成とすることにより、各分岐部の省スペース化が可能となり、全体として配置に無駄のない雨水配管構造とすることができる。   By adopting such a configuration, it is possible to save the space of each branch portion, and it is possible to provide a rainwater piping structure with no wasteful arrangement as a whole.

本発明の雨水配管構造は、ろ過部材のろ過性能を高めても、全体として高い通水性能を確保することができる優れた効果がある。したがって、が浸透槽の場合、槽への雨水の円滑な流入を妨げることなく、浸透槽の目詰まりを効果的に防止し、排水設備に対する流出抑制効果を適切に確保することが可能となる。 Even if the rainwater piping structure of the present invention increases the filtration performance of the filtration member, it has an excellent effect of ensuring high water flow performance as a whole. Therefore, when the tank is a permeation tank, it is possible to effectively prevent clogging of the permeation tank without hindering the smooth inflow of rainwater into the tank, and appropriately ensure the outflow suppression effect on the drainage equipment. .

参考例1にかかる雨水配管構造の図であり、(a)は平面図、(b)は(a)のX−X断面図。It is a figure of the rainwater piping structure concerning the reference example 1, (a) is a top view, (b) is XX sectional drawing of (a). 参考例2にかかる雨水配管構造の図であり、(a)は平面図、(b)は(a)のY−Y断面図。It is a figure of the rainwater piping structure concerning the reference example 2, (a) is a top view, (b) is YY sectional drawing of (a). 施例にかかる雨水配管構造の雨水の流れを側方から示した説明図。Explanatory view showing from the side the flow of rainwater rainwater pipe structure according to the actual施例.

以下、本発明の雨水配管構造を具体化した実施例を詳細に説明する。参考例1の雨水配管構造20Aは、雨水貯留システムとして利用される。また、参考例2の雨水配管構造20Bは、雨水浸透システムとして利用される。なお、本発明は、下記に示す実施例に限定されることはなく、適宜設計変更が可能である。 Hereinafter, embodiments embodying the rainwater piping structure of the present invention will be described in detail. The rainwater piping structure 20A of Reference Example 1 is used as a rainwater storage system. The rainwater piping structure 20B of Reference Example 2 is used as a rainwater infiltration system. In addition, this invention is not limited to the Example shown below, A design change is possible suitably.

参考例1〕
図1aに示すように、雨水配管構造20Aは、互いに独立した3つの貯留槽30A〜30Cと、排水設備としての側溝16と、雨とい等に接続された流路40に設けられた第1分岐部1と、該第1分岐部1の下流側に配される2つの第2分岐部2A,2Bと、を備えている。
[ Reference Example 1]
As shown in FIG. 1a, a rainwater piping structure 20A includes three storage tanks 30A to 30C that are independent from each other, a side groove 16 as a drainage facility, and a first branch provided in a flow path 40 connected to a rain gutter or the like. Part 1 and two second branch parts 2A, 2B arranged on the downstream side of the first branch part 1 are provided.

また、図1a,bに示すように、前記第1分岐部1、及び前記第2分岐部2A,2Bは、落差調整排水ます4と、ろ過部材としてのフィルター6を備えたフィルター排水ます5とをそれぞれ有し、該落差調整排水ます4と該フィルター排水ます5とが直管7によって各々接続されている。   Also, as shown in FIGS. 1a and 1b, the first branch part 1 and the second branch parts 2A and 2B are provided with a head adjustment drain 4 and a filter drain 5 with a filter 6 as a filtering member. And the head for adjusting the head 4 and the filter 5 for draining the filter are connected to each other by a straight pipe 7.

(貯留槽)
前記貯留槽30A〜30Cは、各々槽本体31を備えている。また、該槽本体31の上面には配管接続用の開口8が設けられており、該開口8を介して槽本体31内に雨水が流入する。また、該槽本体31の上面には、貯留された雨水を取り出したり、槽内を点検したりするための点検口9が設けられている。なお、該貯留槽30A〜30Cは、コンクリート製や、あるいはプラスチック製等でもよく、公知のものが好適に用いられる。
(Reservoir)
Each of the storage tanks 30 </ b> A to 30 </ b> C includes a tank body 31. Further, an opening 8 for pipe connection is provided on the upper surface of the tank body 31, and rainwater flows into the tank body 31 through the opening 8. Further, an inspection port 9 is provided on the upper surface of the tank body 31 for taking out stored rainwater and inspecting the inside of the tank. The storage tanks 30A to 30C may be made of concrete, plastic, or the like, and known ones are preferably used.

(第1分岐部)
前記第1分岐部1の落差調整排水ます4には、前記流路40が接続された第1流入口10と、前記フィルター排水ます5に前記直管7によって接続される槽側流出口11と、該雨水を下流へ流出させる流出口12と、が設けられている。
(First branch)
The head adjusting drainage drain 4 of the first branch 1 includes a first inlet 10 to which the flow path 40 is connected, and a tank side outlet 11 connected to the filter drainage 5 by the straight pipe 7. And an outflow port 12 through which the rainwater flows out downstream.

また、前記第1分岐部1のフィルター排水ます5には、前記落差調整排水ます4の槽側流出口11と前記直管7によって接続される流入口13と、前記貯留槽30Aに繋がる槽導入口14と、が設けられている。そして、該槽導入口14には、ろ過部材としてのフィルター6が装着されている。   In addition, the filter drainage tank 5 of the first branch 1 is introduced into the tank side outlet 11 of the head for adjusting the head drop 4, the inlet 13 connected by the straight pipe 7, and the tank introduced to the storage tank 30 </ b> A. And a mouth 14. The tank introduction port 14 is equipped with a filter 6 as a filtration member.

なお、前記第1分岐部1において、前記槽導入口14の下端が前記流出口12の下端より低い位置に設定されていることで、該槽導入口14に接続された位置における配管の管底が、該流出口12に接続された位置における配管の管底より低い位置に配置されている。   In addition, in the said 1st branch part 1, the bottom of the pipe in the position connected to this tank inlet 14 is set by the position where the lower end of the said tank inlet 14 is lower than the lower end of the said outlet 12 Is disposed at a position lower than the bottom of the pipe at the position connected to the outflow port 12.

(第2分岐部)
前記第2分岐部2Aの落差調整排水ます4は、前記第1分岐部1の落差調整排水ます4の下流側に配置されている。すなわち、該第2分岐部2Aの落差調整排水ます4は、前記第1分岐部1の落差調整排水ます4の流出口12に繋がる第2流入口15と、フィルター排水ます5に直管7によって接続される槽側流出口11と、該雨水を下流へ流出させる流出口12と、が設けられている。
(Second branch)
The head adjustment drainage drain 4 of the second branch 2A is disposed downstream of the head adjustment drainage drain 4 of the first branch 1. That is, the head adjustment drainage 4 of the second branch 2A is connected to the head adjustment 12 of the first branch 1 by the second inlet 15 connected to the outlet 12 and the straight pipe 7 to the filter drainage 5. The tank side outflow port 11 connected and the outflow port 12 which flows out this rainwater downstream are provided.

また、前記第2分岐部2Aのフィルター排水ます5には、前記落差調整排水ます4の槽側流出口11と前記直管7によって接続される流入口13と、前記貯留槽30Bに繋がる槽導入口14と、が設けられている。そして、該槽導入口14には、ろ過部材としてのフィルター6が装着されている。   In addition, the filter drainage tank 5 of the second branch 2A is introduced to the tank side outlet 11 of the head for adjusting the head 4 and the inlet 13 connected by the straight pipe 7 and the tank connected to the storage tank 30B. And a mouth 14. The tank introduction port 14 is equipped with a filter 6 as a filtration member.

更に、前記第2分岐部2Aの下流側には、2つ目の第2分岐部2Bが直列接続されて配置されている。該第2分岐部2Bの構成は、1つ目の第2分岐部2Aとほぼ同様である。ただし、該第2分岐部2Bは、最も下流側に位置しており、その流出口12は側溝16に繋がる排出口17とされている。   Further, a second second branch 2B is connected in series on the downstream side of the second branch 2A. The configuration of the second branch 2B is substantially the same as that of the first second branch 2A. However, the second branch 2B is located on the most downstream side, and the outlet 12 thereof is a discharge port 17 connected to the side groove 16.

なお、前記第2分岐部2A,2Bにおいて、前記槽導入口14の下端が前記流出口12の下端より低い位置に設定されていることで、該槽導入口14に接続された位置における配管の管底が、該流出口12に接続された位置における配管の管底より低い位置に配置されている。   In addition, in the second branch portions 2A and 2B, the lower end of the tank inlet 14 is set at a position lower than the lower end of the outlet 12, so that the pipe at the position connected to the tank inlet 14 The tube bottom is disposed at a position lower than the tube bottom of the pipe at the position connected to the outflow port 12.

これまでに述べた前記第1分岐部1、第2分岐部2A,2Bに用いられる落差調整排水ます4、フィルター排水ます5、及び直管7等は、公知のものが好適に用いられる。また、ろ過部材としてのフィルター6は、金網や繊維製のフィルター等でもよく、特に限定されない。また、その使用目的に応じてフィルター6の孔径等が適宜決定される。   Well-known ones are suitably used for the head adjustment drainage drain 4, the filter drainage drainage 5, the straight pipe 7, and the like used in the first branch portion 1 and the second branch portions 2A and 2B described above. Moreover, the filter 6 as a filtration member may be a wire mesh or a fiber filter, and is not particularly limited. Moreover, the hole diameter of the filter 6 etc. are suitably determined according to the use purpose.

(雨水の流れ)
次に、上記雨水配管構造20Aの雨水の流れについて説明する。なお、図1中の矢印は雨水の流動方向を示している。
(Rainwater flow)
Next, the flow of rainwater in the rainwater piping structure 20A will be described. In addition, the arrow in FIG. 1 has shown the flow direction of rainwater.

前記流路40から第1分岐部1に流入する雨水は、まず、該第1分岐部1の落差調整排水ます4の流入口10を介して該落差調整排水ます4内に流入する。そうすると、該落差調整排水ます4内を落下した雨水は、優先的にフィルター排水ます5に導かれる。そして、該フィルター排水ます5内に流入した雨水は、フィルター6を通過した後、槽導入口14から前記貯留槽30Aに流出する。   Rainwater flowing into the first branch 1 from the flow path 40 first flows into the head 4 through the inlet 10 of the head 4 of the first branch 1. Then, the rain water that has fallen in the head for adjusting the head for drainage 4 is preferentially guided to the drain for filter 5. The rainwater that has flowed into the filter drainage trough 5 passes through the filter 6 and then flows out from the tank inlet 14 to the storage tank 30A.

そして、前記貯留槽30Aが満水になったり、フィルター6のろ過能力を超える雨水の流入があったりした場合には、雨水は該第1分岐部1の落差調整排水ます4の流出口12から前記第2分岐部2Aの第2流入口15へ導かれる。   When the storage tank 30A is full or when there is an inflow of rainwater exceeding the filtration capacity of the filter 6, the rainwater is discharged from the outlet 12 of the head for adjusting the head of the first branch 1 to the head 12. It is guided to the second inlet 15 of the second branch 2A.

前記第2分岐部2Aにおいても同様に、前記落差調整排水ます4の第2流入口15から流入した雨水は、まず該第2分岐部2Aのフィルター排水ます5に導かれ、前記フィルター6を介して前記貯留槽30Bに導入される。更に、該貯留槽30Bが満水になったり、フィルター6のろ過能力を超える雨水の流入があったりした場合には、次に、雨水は更に下流側に配された2つ目の前記第2分岐部2Bの第2流入口15へ導かれる。   Similarly, in the second branch portion 2A, the rainwater flowing in from the second inlet 15 of the head for adjusting the head 4 is first guided to the filter drain 5 of the second branch portion 2A. Are introduced into the storage tank 30B. Further, when the storage tank 30B is full or when there is an inflow of rainwater exceeding the filtration capacity of the filter 6, the second second branch is disposed further downstream. It is led to the second inlet 15 of the part 2B.

更に、前記第2分岐部2Bにおいても同様に、前記落差調整排水ます4の第2流入口15から流入した雨水は、フィルター排水ます5のフィルター6を介して前記貯留槽30Cに導入される。そして、該貯留槽30Cが満水になったり、フィルター6のろ過能力を超える雨水の流入があったりした場合には、該雨水は該第2分岐部2Bの落差調整排水ます4の流出口12、すなわち排出口17から側溝16へ排出される。   Further, in the second branch portion 2B as well, the rainwater flowing in from the second inlet 15 of the head for adjusting the head 4 is introduced into the storage tank 30C through the filter 6 for the filter drain 5. When the storage tank 30C becomes full of water, or when there is an inflow of rainwater exceeding the filtration capacity of the filter 6, the rainwater is adjusted to the head of the second branch 2B. That is, it is discharged from the discharge port 17 to the side groove 16.

このように、雨水配管構造20Aは、一つの雨水配管構造20Aに対して複数の槽導入口14が設けられているため、各槽導入口14に取り付けられたフィルター6によって各槽導入口14における通水性能が極端に低下したとしても、隣接する他の貯留槽30A〜30Cを利用することにより、全体としては貯留槽30A〜30Cへの雨水導入量が十分に確保される。したがって、水の浄化性能を高めるために目の細かいフィルター6を用いても、全体として貯留槽30A〜30Cへの通水性能を十分に確保できる。   Thus, since the rainwater piping structure 20A is provided with a plurality of tank introduction ports 14 with respect to one rainwater piping structure 20A, the filter 6 attached to each tank introduction port 14 uses the filter 6 attached to each tank introduction port 14. Even if the water flow performance is extremely reduced, the rainwater introduction amount to the storage tanks 30A to 30C is sufficiently secured as a whole by using the other adjacent storage tanks 30A to 30C. Therefore, even if the fine filter 6 is used to improve the water purification performance, the water passage performance to the storage tanks 30A to 30C can be sufficiently secured as a whole.

また、雨水配管構造20Aは、1つ目の貯留槽30Aに雨水を優先的に導入する構成としている。これは、一つの巨大な貯留槽に雨水を貯留していくよりも、それよりも小さい適正サイズの貯留槽を複数準備して各槽に順番に雨水を満たしていく方が、たとえ少量の降雨量であっても貯留した雨水を利用しやすいためである。   The rainwater piping structure 20A is configured to preferentially introduce rainwater into the first storage tank 30A. Rather than storing rainwater in a single large storage tank, it is more likely that a small amount of rainfall will occur if you prepare multiple storage tanks of a smaller size and fill each tank in turn. This is because it is easy to use the stored rainwater even if the amount is large.

これまで述べた構成に代えて、各槽導入口14ごとにフィルター6の種類を互いに異なるものとし、各貯留槽30A〜30Cごとに異なる用途の雨水を貯留するようにしてもよい。例えば、貯留槽30Aに対応する槽導入口14に目の細かいフィルター6を適用して、緊急災害時の生活用水を貯留し、貯留槽30Bに対応する槽導入口14に相対的に目の粗いフィルター6を適用して、植物への散水用水を貯留するようにしてもよい。   Instead of the configuration described so far, the type of the filter 6 may be different for each tank introduction port 14, and rainwater for different uses may be stored for each of the storage tanks 30A to 30C. For example, the fine filter 6 is applied to the tank inlet 14 corresponding to the storage tank 30A to store domestic water at the time of an emergency disaster, and the tank inlet 14 corresponding to the storage tank 30B is relatively coarse. You may make it store the water for watering a plant by applying the filter 6.

また、これまで述べた構成は、各分岐部1,2A,2Bごとに貯留槽30A〜30Cが設けられているが、これに代えて、各分岐部1,2A,2Bが、単一の貯留槽30Aに接続されているようにしても構わない。また、例えば第1分岐部1に対して貯留槽30Aを接続し、第2分岐部2A,2Bに対して貯留槽30Bを一つ接続する、といった構成としても構わない。   Further, in the configuration described so far, the storage tanks 30A to 30C are provided for each of the branch portions 1, 2A, and 2B. Instead, each of the branch portions 1, 2A, and 2B has a single storage. You may make it connect with the tank 30A. Further, for example, the storage tank 30A may be connected to the first branch portion 1, and one storage tank 30B may be connected to the second branch portions 2A and 2B.

参考例2〕
以下、図2に従って、雨水配管構造20Bを説明する。なお、参考例1と共通する部分については説明を簡略又は省略し、また図中では同じ符号を付すこととする。
[ Reference Example 2]
Hereinafter, the rainwater piping structure 20B will be described with reference to FIG. In addition, about the part which is common in the reference example 1, description is simplified or abbreviate | omitted and it shall attach | subject the same code | symbol in a figure.

雨水配管構造20Bは、単一の浸透槽30Dを備えている。該浸透槽30Dは、砕石を利用したものや樹脂製のもの等の公知技術を好適に用いることができる。   The rainwater piping structure 20B includes a single infiltration tank 30D. As the permeation tank 30D, a known technique such as one using crushed stone or one made of resin can be suitably used.

前記浸透槽30Dには、第1分岐部1における槽導入口14、第2分岐部2A,2Bにおける槽導入口14,14を介して雨水が導入される。また、各分岐部1,2A,2Bにおいて、該槽導入口14の下端が流出口12の下端より低い位置に設定されて、該槽導入口14に接続された位置における配管の管底が、該流出口12に接続された位置における配管の管底より低い位置に配置されている。   Rainwater is introduced into the permeation tank 30D through the tank inlet 14 in the first branch 1 and the tank inlets 14 and 14 in the second branches 2A and 2B. Moreover, in each branch part 1, 2A, 2B, the lower end of the tank inlet 14 is set at a position lower than the lower end of the outlet 12, and the pipe bottom of the pipe at the position connected to the tank inlet 14 is It is arranged at a position lower than the bottom of the pipe at the position connected to the outlet 12.

上記構成において、前記浸透槽30Dの目詰まりをできるだけ防止するために、前記フィルター6のろ過性能を高いものとすると、通水性能が低下して第1分岐部1の槽導入口14のみでは円滑に浸透槽30D内に導入できない場合がある。しかし、該浸透槽30Dには、フィルター6が取り付けられた槽導入口14が複数設けられているため、全体としては浸透槽30Dへの雨水導入量が十分に確保でき、通水性能を十分に確保することができる。   In the above configuration, in order to prevent the permeation tank 30D from being clogged as much as possible, if the filtration performance of the filter 6 is high, the water flow performance is lowered and only the tank inlet 14 of the first branch part 1 is smooth. May not be introduced into the permeation tank 30D. However, since the permeation tank 30D is provided with a plurality of tank introduction ports 14 to which the filter 6 is attached, the amount of rainwater introduced into the permeation tank 30D can be sufficiently secured as a whole, and the water flow performance is sufficiently high. Can be secured.

また、浸透槽30Dへの雨水の導入が複数箇所から行なわれるため、該浸透槽30D内において雨水が一か所に集中しにくく、該浸透槽30Dの浸透性能をより広い範囲で適切かつ円滑に発揮させることができる。また、雨水が優先的に浸透槽30Dへ流入するため、側溝16へ雨水が過剰に流出してしまうことを防ぐことができ、側溝16に対する流出抑制効果が適切に確保される。   Further, since rainwater is introduced into the infiltration tank 30D from a plurality of locations, the rainwater is less likely to concentrate in one place in the infiltration tank 30D, and the infiltration performance of the infiltration tank 30D is appropriately and smoothly in a wider range. It can be demonstrated. Moreover, since rainwater preferentially flows into the permeation tank 30D, it is possible to prevent the rainwater from flowing out excessively into the side groove 16, and the outflow suppression effect on the side groove 16 is appropriately ensured.

〔その他〕
本発明は、上記の参考例1,2に限定されることはなく、適宜設計変更可能である。例えば、第1分岐部1、及び第2分岐部2A,2Bを、互いに連結された落差調整排水ます4とフィルター排水ます5とで構成するのではなく、落差調整排水ますにフィルター機能を付した単体品で構成するようにしてもよい。かかる構成とすることにより、各分岐部1,2A,2Bの省スペース化が可能となり、全体として雨水配管構造20A,20Bが無駄のない配置となる。
[Others]
The present invention is not limited to Reference Examples 1 and 2 described above, and the design can be changed as appropriate. For example, the first branch part 1 and the second branch parts 2A and 2B are not composed of the head adjusting drain 4 and the filter drain 5 connected to each other, but the head adjusting drain is provided with a filter function. You may make it comprise with a single-piece | unit item. By adopting such a configuration, it is possible to save the space of each of the branch portions 1, 2 </ b> A, 2 </ b> B, and the rainwater piping structures 20 </ b> A, 20 </ b> B are disposed without waste as a whole.

前記フィルター6は、雨水配管構造20A,20Bの機能劣化を防止すべく、交換可能な構造とすることが望ましい。また、ろ過部材として、スクリーンフィルター等を用いても構わない。   It is desirable that the filter 6 has a replaceable structure in order to prevent functional deterioration of the rainwater piping structures 20A and 20B. Moreover, you may use a screen filter etc. as a filtration member.

第2分岐部2A,2Bは、2つに限らず、3つ以上配置されてもよい。また逆に、第1分岐部1の下流に1つだけ配置されていてもよい。   The second branch parts 2A and 2B are not limited to two and may be three or more. Conversely, only one may be arranged downstream of the first branching section 1.

また、浸透槽30Dを備えた雨水配管構造20Bにおいて、図3aに示すように、各分岐部1,2A,2Bにおいて、前記流出口12の配管接続口における配管の管底を同一高さとし、かつ、第1分岐部1の第1流入口10と前記排出口17となる流出口12をこれらよりも高い位置に設定するようにしてもよい。かかる構成とすることにより、流路40や側溝16に繋がる配管よりも一段下がった配管部分に、一定の雨水量となるまで雨水を貯めることができるため、一時的に雨水配管構造20Bの貯留量を増やして雨水を側溝16に流さないようにすることができる。さらに、図3bに示すように、槽側流出口11と流出口12と流入口13と槽導入口14における、それぞれの配管の管底が互いに同じ高さ位置となるように高さ設定されているようにしてもよい。かかる構成とすることにより、各分岐部1,2A,2Bの槽導入口14へほぼ均等に雨水を分流させることができる。   Further, in the rainwater piping structure 20B provided with the permeation tank 30D, as shown in FIG. 3a, the pipe bottoms of the pipes at the pipe connection port of the outlet 12 are made to be the same height in each branch part 1, 2A, 2B, and The first inlet 10 of the first branch 1 and the outlet 12 serving as the outlet 17 may be set at a position higher than these. By adopting such a configuration, rainwater can be stored in the pipe portion that is one step lower than the pipe connected to the flow path 40 and the side groove 16 until the amount of rainwater reaches a certain amount. Therefore, the storage amount of the rainwater pipe structure 20B is temporarily stored. The rainwater can be prevented from flowing into the side groove 16 by increasing the number of Furthermore, as shown in FIG. 3 b, the heights of the pipes at the tank side outlet 11, outlet 12, inlet 13, and tank inlet 14 are set so that the bottoms of the pipes are at the same height. You may make it. By adopting such a configuration, it is possible to distribute rainwater almost equally to the tank inlets 14 of the branch portions 1, 2A, 2B.

1 第1分岐部
2A,2B 第2分岐部
6 フィルター(ろ過部材)
10 第1流入口
12 流出口
14 槽導入口
15 第2流入口
16 側溝(排水設備)
17 排出口
20A,20B 雨水配管構造
30A〜30C 貯留槽(槽)
30D 浸透槽(槽)
40 流路
1 1st branch part 2A, 2B 2nd branch part 6 Filter (filtration member)
10 First inlet 12 Outlet 14 Tank inlet 15 Second inlet 16 Gutter (drainage facility)
17 Discharge port 20A, 20B Rainwater piping structure 30A-30C Storage tank (tank)
30D Osmosis tank (tank)
40 channels

Claims (2)

過部材を通過した雨水を地下へ浸透させる槽を備え、所定の排水設備に向かって流れる雨水のひとつの流路に分岐部が複数設けられることで、該雨水が前記槽に導入可能とされている雨水配管構造であって、
前記雨水の流路に第1分岐部が設けられ、該第1分岐部は雨水が流入する第1流入口と、該雨水を前記槽内に導入する槽導入口と、該雨水を前記排水設備に向けて下流に流出させる流出口と、を備え、更に、該第1流入口と該槽との間にろ過部材が配設され、
また、前記第1分岐部の流出口と前記排水設備との間の流路には、第2分岐部が単数、又は複数設けられ、該第2分岐部は該第1分岐部を経由した雨水が流入する第2流入口と、該雨水を前記槽内に導入する槽導入口と、該雨水を前記排水設備に向けて下流に流出させる流出口と、を備え、更に、該第2流入口と該槽との間にろ過部材が配設され、また更に、最も下流側に位置する第2分岐部の流出口が前記排水設備に繋がる排水口とされ
前記第1分岐部及び前記第2分岐部の各槽導入口が、単一の同じ槽に接続されており、更に、該槽は、雨水を地下に浸透させる浸透槽であり、
前記第1分岐部及び前記第2分岐部において各流出口の管底と各槽導入口の管底とが互いに同じ高さ位置となるように高さ設定され、かつ、前記流出口及び前記槽導入口の管底の高さが前記排出口の管底の高さより低くなるように設定されていることを特徴とする雨水配管構造。
Comprising a vessel to infiltrate rainwater that has passed through the filtration member to the underground, by bifurcation into one of the flow path of rainwater flowing toward the predetermined drainage is plurality, is a該雨water can be introduced into the vessel Rainwater piping structure,
A first branch part is provided in the flow path of the rainwater, the first branch part has a first inlet through which rainwater flows, a tank inlet for introducing the rainwater into the tank, and the drainage for the rainwater. An outlet that flows downstream toward the bottom, and further, a filtration member is disposed between the first inlet and the tank,
In addition, the flow path between the outlet of the first branch part and the drainage facility is provided with one or more second branch parts, and the second branch part is rainwater that has passed through the first branch part. A second inlet through which the rainwater flows, a tank introduction port for introducing the rainwater into the tank, and an outlet through which the rainwater flows downstream toward the drainage facility, and the second inlet And a filtration member is disposed between the tank and the outlet of the second branch located on the most downstream side is a drain outlet connected to the drainage facility ,
Each tank inlet of the first branch part and the second branch part is connected to a single same tank, and the tank is a permeation tank that permeates rainwater underground.
In the first branch part and the second branch part, the height of the pipe bottom of each outlet and the pipe bottom of each tank inlet are set to the same height position, and the outlet and the tank The rainwater piping structure is characterized in that the height of the pipe bottom of the introduction port is set to be lower than the height of the pipe bottom of the discharge port .
前記第1分岐部及び前記第2分岐部は、それぞれ単体のますで構成されている請求項1に記載の雨水配管構造。   The rainwater piping structure according to claim 1, wherein each of the first branching portion and the second branching portion is configured by a single piece.
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