JP6290542B2 - Rainwater storage and penetration facility - Google Patents

Rainwater storage and penetration facility Download PDF

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JP6290542B2
JP6290542B2 JP2013074473A JP2013074473A JP6290542B2 JP 6290542 B2 JP6290542 B2 JP 6290542B2 JP 2013074473 A JP2013074473 A JP 2013074473A JP 2013074473 A JP2013074473 A JP 2013074473A JP 6290542 B2 JP6290542 B2 JP 6290542B2
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rainwater
rainwater storage
penetration
receiving port
storage
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JP2014198952A (en
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志村 吏士
吏士 志村
大島 剛
剛 大島
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Sekisui Chemical 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
    • Y02A20/108Rainwater harvesting
    • 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
    • Y02A20/40Protecting water resources

Description

本発明は、雨水貯留浸透施設に関する。 The present invention relates to a rain water storage infiltration facilities.

一般に、道路の路肩下方には、雨水を一時的に貯留した後、外部に放出して地中に緩やかに浸透させるための雨水貯留浸透施設が埋設されている。   In general, a rainwater storage and penetration facility is buried under the shoulder of the road to temporarily store rainwater and then release it to the outside to allow it to slowly penetrate into the ground.

上記雨水貯留浸透施設の例として、特許文献1には、雨水等を貯留する貯留部内に縦横且つ上下に連設して充填する充填部材であって、該充填部材は平面視略正方形の板状で、四隅には該充填部材を上下方向に積み重ねる連結部と、該連結部に固定され、前記貯留部に流入した雨水等を所定方向に誘導する傾斜板部とを備え、該傾斜板部上面は平坦とされると共に、下面には補強部を形成した充填部材を備えた雨水貯留浸透施設が開示されている。この雨水貯留浸透施設によれば、雨水中に含まれる土砂の除去を目的として、水流を利用して土砂を集め、集めた土砂を、充填部材の幅方向両側に配置された点検孔(特許文献1の図3における角型マンホール15,16)にバキューム管や洗浄水を噴射する管を通すことよって除去することができる。従って、雨水に含まれる土砂が内部に堆積することによる雨水貯留浸透施設の貯留容量の減少、或いは、目詰まりによる雨水貯留浸透施設の浸透能力の低下を抑制することができる。   As an example of the rainwater storage and penetration facility, Patent Document 1 discloses a filling member that is continuously and vertically filled in a storage portion that stores rainwater and the like, and the filling member is a plate having a substantially square shape in plan view. The four corners are provided with a connecting part for stacking the filling members in the vertical direction, and an inclined plate part fixed to the connecting part and guiding rainwater and the like flowing into the storage part in a predetermined direction, and the upper surface of the inclined plate part Is disclosed as a rainwater storage and infiltration facility provided with a filling member having a reinforcing portion formed on the lower surface. According to this rainwater storage and penetration facility, for the purpose of removing earth and sand contained in rainwater, the earth and sand are collected using a water flow, and the collected earth and sand are inspected holes arranged on both sides in the width direction of the filling member (Patent Document) 1 can be removed by passing a vacuum tube or a tube for injecting cleaning water through the rectangular manholes 15 and 16 in FIG. Therefore, it is possible to suppress a decrease in the storage capacity of the rainwater storage and penetration facility due to sedimentation of sediment contained in the rainwater, or a decrease in the penetration capability of the rainwater storage and penetration facility due to clogging.

特許第3660917号公報Japanese Patent No. 36601717

しかしながら、特許文献1に開示されている雨水貯留浸透施設では、道路に沿って複数の雨水貯留浸透施設が設置される際に、隣接して設置される雨水貯留浸透施設の点検孔が二つ並んで配置されることで設置スペースが拡大される問題があった。また、雨水貯留浸透施設の設置スペースの拡大を抑えるために、隣接して設置される雨水貯留浸透施設のうち一方の雨水貯留浸透施設の点検孔を両側の雨水貯留浸透施設に接続して兼用しようとすると、点検孔を構成する管材等の点検部材に穴を開けて管材を挿入し、コンクリートや充填材等により間詰めする必要があり、設置工事に非常に多くの手間と時間がかかる問題があった。   However, in the rainwater storage and penetration facility disclosed in Patent Document 1, when a plurality of rainwater storage and penetration facilities are installed along the road, two inspection holes of the rainwater storage and penetration facilities installed adjacent to each other are arranged. There was a problem that the installation space was expanded by being arranged in. In addition, in order to suppress the expansion of the installation space of the rainwater storage and penetration facility, connect the inspection hole of one rainwater storage and penetration facility to the rainwater storage and penetration facilities on both sides of the rainwater storage and penetration facility that are installed adjacent to each other. Then, it is necessary to make a hole in the inspection member such as the pipe material that constitutes the inspection hole, insert the pipe material, and fill it with concrete or a filler, and there is a problem that it takes a lot of labor and time for the installation work. there were.

本発明は、上記事情を鑑みてなされたものであり、設置スペースの拡大を抑えて複数の雨水貯留浸透施設を簡易に連結可能な雨水貯留浸透施設の提供を課題とする。 The present invention has been made in view of the above circumstances, by suppressing the expansion of the installation space for an object to provide a plurality of rainwater reservoirs infiltration facilities linkable rain water storage infiltration facilities simply a.

発明の雨水貯留浸透施設は、地中に埋設されて道路の表面から流下した雨水を前記地中に浸透させ、上部に受口を有すると共に、側面の下部に自在受口を有する複数の雨水貯留浸透槽と、前記受口に接続され、前記雨水を前記雨水貯留浸透槽に供給する流入管と、前記雨水貯留浸透槽に接続されることによって地上付近から前記雨水貯留浸透槽の内部を点検可能とする点検部材と、を備え、前記点検部材の上端には前記雨水を通さない蓋が設けられ、前記点検部材の下部には複数の固定受口が形成されており、前記点検部材は、前記固定受口と前記自在受口とが管材によって連結されることによって複数の前記雨水貯留浸透槽を連結可能に構成され、複数の前記雨水貯留浸透槽がそれぞれ前記点検部材を介して連結されていることを特徴とする。
また、本発明の雨水貯留浸透施設は、地中に埋設されて道路の表面から流下した雨水を前記地中に浸透させ、上部に受口を有すると共に、側面の下部に自在受口を有する複数の雨水貯留浸透槽と、前記受口に接続され、前記雨水を前記雨水貯留浸透槽に供給する流入管と、前記雨水貯留浸透槽に接続されることによって地上付近から前記雨水貯留浸透槽の内部を点検可能とする点検部材と、を備え、前記点検部材の下部が平面視において複数の方向に分岐し、前記点検部材の下端に複数の固定受口を有し、前記点検部材は、前記固定受口と前記自在受口とが管材によって連結されることによって複数の前記雨水貯留浸透槽を連結可能に構成され、前記複数の固定受口の各々の向いている方向が平面視で所定角度ずれており、複数の前記雨水貯留浸透槽がそれぞれ前記点検部材を介して連結されていることを特徴とする。
The rainwater storage and infiltration facility of the present invention permeates rainwater buried in the ground and flowing down from the surface of the road into the ground, and has a plurality of rainwaters having a receiving port at the top and a free receiving port at the bottom of the side surface. A storage and penetration tank, an inflow pipe connected to the receiving port for supplying the rainwater to the rainwater storage and penetration tank, and an inspection of the inside of the rainwater storage and penetration tank from near the ground by being connected to the rainwater storage and penetration tank An inspection member that enables, a lid that does not allow the rainwater to pass is provided at an upper end of the inspection member, and a plurality of fixed receiving ports are formed at a lower portion of the inspection member, the fixed socket and said movable socket is connectable to form a plurality of the rainwater reservoir impregnation vessel by being connected by tubing, a plurality of the rainwater reservoir impregnation vessel is connected through each of the inspection member It is characterized by being That.
The rainwater storage and penetration facility of the present invention is a plurality of rainwater buried in the ground and flowing down from the surface of the road into the ground, having a receiving port at the upper part and having a free receiving port at the lower part of the side surface. A rainwater storage and penetration tank, an inflow pipe connected to the receiving port for supplying the rainwater to the rainwater storage and penetration tank, and the inside of the rainwater storage and penetration tank from near the ground by being connected to the rainwater storage and penetration tank An inspection member that enables inspection, and a lower portion of the inspection member branches in a plurality of directions in a plan view, and has a plurality of fixed receiving ports at a lower end of the inspection member, and the inspection member is fixed A plurality of the rainwater storage and penetration tanks can be connected by connecting the receiving port and the universal receiving port with a pipe material, and the direction in which each of the plurality of fixed receiving ports faces is shifted by a predetermined angle in plan view. A plurality of the rainwater storage Wherein the impregnation vessel is respectively connected via the check member.

本発明によれば、設置スペースの拡大を抑えて複数の雨水貯留浸透施設を簡易に連結可能な雨水貯留浸透施設が提供される。 According to the present invention, connectable rain water storage infiltration facilities are provided by suppressing the expansion of the installation space easily a plurality of rainwater reservoirs infiltration facilities.

本発明の第一実施形態である雨水貯留浸透施設を示す図であって、(a)は正面図であり、(b)は平面図である。It is a figure which shows the rainwater storage penetration facility which is 1st embodiment of this invention, Comprising: (a) is a front view, (b) is a top view. 本発明の第二実施形態である雨水貯留浸透施設を示す図であって、(a)は正面図であり、(b)は平面図である。It is a figure which shows the rainwater storage penetration facility which is 2nd embodiment of this invention, Comprising: (a) is a front view, (b) is a top view. 本発明の第三実施形態である雨水貯留浸透施設を示す図であって、(a)は正面図であり、(b)は平面図である。It is a figure which shows the rainwater storage penetration facility which is 3rd embodiment of this invention, Comprising: (a) is a front view, (b) is a top view.

以下、本発明の実施形態である点検部材及び雨水貯留浸透施設について、図面を参照して説明する。なお、以下の説明で用いる図面は模式的なものであり、長さ、幅、及び厚みの比率等は実際のものと同一とは限らず、適宜変更することができる。   Hereinafter, an inspection member and a rainwater storage and penetration facility which are embodiments of the present invention will be described with reference to the drawings. The drawings used in the following description are schematic, and the length, width, thickness ratio, and the like are not necessarily the same as the actual ones, and can be changed as appropriate.

(第一実施形態)
図1は、本発明の第一実施形態である雨水貯留浸透施設201を示す図であって、(a)は正面図であり、(b)は平面図である。
図1に示すように、雨水貯留浸透施設201は、少なくとも本実施形態の点検部材226を備え、更に複数の流入マス2と、複数の雨水貯留浸透槽6と、を備えている。
(First embodiment)
Drawing 1 is a figure showing rainwater storage penetration facilities 201 which are the first embodiment of the present invention, (a) is a front view and (b) is a top view.
As shown in FIG. 1, the rainwater storage and penetration facility 201 includes at least the inspection member 226 of the present embodiment, and further includes a plurality of inflow masses 2 and a plurality of rainwater storage and penetration tanks 6.

流入マス2は、道路に設けられた街渠Gから流下した雨水を収集するための部材であり、図1(a),(b)に示すように、街渠G下方の地中に埋設されている複数の雨水貯留浸透槽6のそれぞれが延在する方向に設けられている。また、流入マス2は、各々の雨水貯留浸透槽6の幅寸法内に設けられていることが好ましい。   The inflow mass 2 is a member for collecting rainwater flowing down from the street G provided on the road, and is buried in the ground below the street G as shown in FIGS. 1 (a) and 1 (b). The plurality of rainwater storage and penetration tanks 6 are provided in the extending direction. Moreover, it is preferable that the inflow mass 2 is provided in the width dimension of each rainwater storage penetration tank 6.

本実施形態の雨水貯留浸透施設226における流入マス2は、各々の雨水貯留浸透槽6の延在する方向に配列された第一流入マス14と、第二流入マス15によって構成されている。第一流入マス14は、蓋16bと、フィルタ17と、雨水収容部18と、フィルタ19と、を備えている。蓋16aは、開孔している部分がないか、少なくなっており街渠Gに集められた雨水は蓋16a上部を流れる。蓋16bは、平面視で網状に形成されており、街渠Gに集められた雨水を流入マス内に流下可能とされている。フィルタ17は、流下した雨水を濾過して該雨水中からゴミや塵を取り除くためのものであり、例えばプラスチック製や、ステンレス製のザルで構成されている。雨水収容部18は、街渠Gから蓋16b及びフィルタ17を通って流下した雨水を一時的に滞留させ土砂等を大まかに沈降、分離するためのものであり、例えばコンクリート等からなるマスで構成されている。フィルタ19は、雨水収容部18の雨水からより細かいゴミや塵を取り除くためのものであり、第一流入マス14と第二流入マス15との連結管20の第一流入マス14側に設けられている。フィルタ19は、例えばフィルタ17よりも小さい多数の通水孔を有するステンレス製の網で構成されている。   The inflow mass 2 in the rainwater storage and infiltration facility 226 of the present embodiment is configured by a first inflow mass 14 and a second inflow mass 15 arranged in the extending direction of each rainwater storage and infiltration tank 6. The first inflow mass 14 includes a lid 16 b, a filter 17, a rainwater storage unit 18, and a filter 19. The lid 16a has no or few open portions, and the rainwater collected in the street lamp G flows over the lid 16a. The lid 16b is formed in a net shape in plan view, and rain water collected in the street G can be allowed to flow into the inflow mass. The filter 17 is for removing the dust and dust from the rainwater by filtering the rainwater that has flowed down, and is made of, for example, a plastic or stainless steel colander. The rainwater storage section 18 is for temporarily retaining rainwater flowing down from the street G through the lid 16b and the filter 17 to roughly settle and separate earth and sand, and is composed of a mass made of concrete, for example. Has been. The filter 19 is for removing finer dust and dirt from the rainwater in the rainwater storage portion 18 and is provided on the first inflow mass 14 side of the connecting pipe 20 between the first inflow mass 14 and the second inflow mass 15. ing. The filter 19 is made of, for example, a stainless steel net having a large number of water passage holes smaller than the filter 17.

第二流入マス15は、連結管20によって第一流入マス14に連結されており、第一流入マス14から流入した雨水を一時的に貯留して雨水貯留浸透槽6の上部に供給するためのものであり、蓋16b及びフィルタ17を除く第一流入マス14の構成要素と同一の構成要素を備えている。   The second inflow mass 15 is connected to the first inflow mass 14 by the connecting pipe 20, and temporarily stores rainwater flowing in from the first inflow mass 14 and supplies it to the upper part of the rainwater storage and penetration tank 6. And includes the same components as those of the first inflow mass 14 except for the lid 16 b and the filter 17.

第二流入マス15と雨水貯留浸透槽6は、流入管10によって連結されている。具体的には、流入管10の一端が第二流入マス15の底部に接続されており、流入管10の他端が雨水貯留浸透槽6の上面6aに設けられた受口11に接続されている。これにより、雨水貯留浸透槽6の上部に貯留した空気が、流入管10を通して、第二流入マス15若しくは第一流入マス14から地上に抜き出される。また、図1(a)に示すように、流入管10は第二流入マス15側から雨水貯留浸透槽6側に進行するにつれて街渠Gから離れる方向に下降して設けられている。これにより、第二流入マス15に一時的に貯留された雨水が円滑に雨水貯留浸透槽6に供給される。なお、図1(b)では、流入管10及び受口11の図示は省略する。   The second inflow mass 15 and the rainwater storage permeation tank 6 are connected by an inflow pipe 10. Specifically, one end of the inflow pipe 10 is connected to the bottom of the second inflow mass 15, and the other end of the inflow pipe 10 is connected to the receiving port 11 provided on the upper surface 6 a of the rainwater storage and penetration tank 6. Yes. Thereby, the air stored in the upper part of the rainwater storage and permeation tank 6 is extracted from the second inflow mass 15 or the first inflow mass 14 to the ground through the inflow pipe 10. Moreover, as shown to Fig.1 (a), the inflow pipe 10 descend | falls in the direction which leaves | separates from the street G as it advances to the rainwater storage penetration tank 6 side from the 2nd inflow mass 15 side. As a result, rainwater temporarily stored in the second inflow mass 15 is smoothly supplied to the rainwater storage and penetration tank 6. In addition, illustration of the inflow pipe 10 and the receiving port 11 is abbreviate | omitted in FIG.1 (b).

雨水貯留浸透槽6は、流入マス2から流入した雨水を、上段から下段へ流下させながら一時的に貯留すると共に、下段から地中に放出するためのものであり、例えば射出成形や、押出成形によって形成されるポリプロピレン等のプラスチックからなる枠部材で構成されている。具体的には、雨水貯留浸透槽6は、下方へ雨水を流下可能なプラスチック製の下部組付部材21(枠部材)及び上部組付部材22(枠部材)によって構成され、下部組付部材21が複数隣接配置された上方に、鉛直方向に上部組付部材22が複数段積載されることで、地中に複数の内部空間からなる雨水の一時的な貯留空間を形成している。雨水貯留浸透槽6の下方、即ち下部組付部材21の直下には、砕石層24が設けられており、雨水貯留浸透槽6から放出された雨水が雨水貯留浸透槽6外方の地中へ徐々に浸透するようになっている。   The rainwater storage and penetration tank 6 is for temporarily storing the rainwater flowing in from the inflow mass 2 while flowing down from the upper stage to the lower stage, and for discharging it into the ground from the lower stage, for example, injection molding or extrusion molding. It is comprised with the frame member which consists of plastics, such as a polypropylene formed by. Specifically, the rainwater storage and penetration tank 6 is configured by a plastic lower assembly member 21 (frame member) and an upper assembly member 22 (frame member) capable of flowing rainwater downward, and the lower assembly member 21. A plurality of upper assembly members 22 are stacked in the vertical direction above a plurality of adjacently arranged, thereby forming a temporary storage space for rainwater consisting of a plurality of internal spaces in the ground. A crushed stone layer 24 is provided below the rainwater storage and penetration tank 6, that is, immediately below the lower assembly member 21, and rainwater discharged from the rainwater storage and penetration tank 6 enters the ground outside the rainwater storage and penetration tank 6. It has gradually penetrated.

点検部材226は、雨水貯留浸透槽6の内部を点検するためのものであり、地上付近から雨水貯留浸透槽6の側面6b,6cに達するように、雨水貯留浸透槽6の延在するD方向に設けられている。具体的には、点検部材226は、地上付近から地中に下降する縦管223と、縦管223の下端の点検口224aに接続されると共に複数の固定受口224b(受口)を有する分岐継手224と、を備えている。また、点検部材226は、第二流入マス15と平面視で重なって配置されており、具体的には縦管223の上部が第二流入マス15の内部に設けられている。   The inspection member 226 is for inspecting the inside of the rainwater storage and permeation tank 6 and extends in the direction D of the rainwater storage and permeation tank 6 so as to reach the side surfaces 6b and 6c of the rainwater storage and permeation tank 6 from near the ground. Is provided. Specifically, the inspection member 226 is connected to the vertical pipe 223 descending from the vicinity of the ground into the ground, and the inspection opening 224a at the lower end of the vertical pipe 223 and has a plurality of fixed receiving openings 224b (receiving openings). And a joint 224. The inspection member 226 is disposed so as to overlap with the second inflow mass 15 in plan view, and specifically, the upper portion of the vertical tube 223 is provided inside the second inflow mass 15.

複数の固定受口224bの少なくとも一つは、横管225を介して、その固定受口224bから最も近い雨水貯留浸透槽6の側面6b又は側面6cに接続されている。横管225の雨水貯留浸透槽6側の端部には継手軸230Aが設けられている。また、横管225と接続される雨水貯留浸透槽6の側面6b,6cの下部には、継手軸230Aと嵌合可能な自在受口230Bが設けられている。即ち、複数の固定受口224bの少なくとも一つは、継手軸230Aと自在受口230Bからなる自在継手230を介して雨水貯留浸透槽6と接続されている。これにより、自在継手230を介して点検部材226の固定受口224bに接続された雨水貯留浸透槽6の延在する方向は、その自在継手230の継手軸230Aを有する横管225の軸線に対して自在に変更され得る。   At least one of the plurality of fixed receiving ports 224b is connected to the side surface 6b or the side surface 6c of the rainwater storage and penetration tank 6 closest to the fixed receiving port 224b via the horizontal tube 225. A joint shaft 230A is provided at the end of the horizontal pipe 225 on the rainwater storage and penetration tank 6 side. In addition, a universal receiving port 230B that can be fitted to the joint shaft 230A is provided at a lower portion of the side surfaces 6b and 6c of the rainwater storage and penetration tank 6 connected to the horizontal tube 225. That is, at least one of the plurality of fixed receiving ports 224b is connected to the rainwater storage and penetration tank 6 via the universal joint 230 including the joint shaft 230A and the universal receiving port 230B. Thereby, the extending direction of the rainwater storage and penetration tank 6 connected to the fixed receiving port 224b of the inspection member 226 via the universal joint 230 is in the direction of the axis of the horizontal pipe 225 having the joint shaft 230A of the universal joint 230. Can be changed freely.

分岐継手224の複数の固定受口224bは、封止可能とされており、横管225と未接続状態であるときにはキャップ240により封止されている。従って、点検部材226の内部への埋め戻し土、ゴミ等の侵入が防がれる。また、分岐継手224の複数の固定受口224bのうち、横管225を介して雨水貯留浸透槽6に接続されていない固定受口224bは、例えば下水道に連絡する排水管(図示略)に接続されている。これにより、雨水貯留浸透槽6の下部に堆積した土砂等が前記排水管に排出される。なお、点検部材226への地上からのゴミ等の侵入を防ぐために、点検時以外は点検部材226の縦管223の上端は蓋228によって封止されている。   The plurality of fixed receiving ports 224 b of the branch joint 224 can be sealed, and are sealed with a cap 240 when not connected to the horizontal tube 225. Therefore, infiltration of backfill soil, dust, etc. into the inspection member 226 is prevented. Of the plurality of fixed receiving ports 224b of the branch joint 224, the fixed receiving port 224b that is not connected to the rainwater storage and penetration tank 6 via the horizontal tube 225 is connected to, for example, a drain pipe (not shown) that communicates with the sewer. Has been. Thereby, the earth and sand deposited at the lower part of the rainwater storage and penetration tank 6 is discharged to the drain pipe. Note that the upper end of the vertical tube 223 of the inspection member 226 is sealed with a lid 228 except for inspection, in order to prevent entry of dust or the like from the ground into the inspection member 226.

縦管223と分岐継手224と横管225は、例えば塩化ビニル等の合成樹脂からなる管材で構成されている。   The vertical pipe 223, the branch joint 224, and the horizontal pipe 225 are made of a pipe material made of a synthetic resin such as vinyl chloride.

以上説明したように、本実施形態の点検部材226及び雨水貯留浸透施設201によれば、点検部材226が縦管223と、縦管223の下端に接続されると共に複数の固定受口224bを有する分岐継手224と、を備えているため、点検部材226及び雨水貯留浸透施設201の設置時に予め、一つの点検部材226に複数の固定受口224bを準備することができる。また、固定受口224bはキャップ240により封止可能に設けられているため、固定受口224bに雨水貯留浸透槽6を接続しようとする際に、キャップ240を外して固定受口224bの封止を解除するのみで、点検部材226に穴を開ける等の追加工事や、コンクリートや充填材等により間詰めを行う必要なく、簡易に複数の雨水貯留浸透槽6を連結することができる。更に、一つの点検部材226の縦管223を複数の雨水貯留浸透槽6で兼用するため、雨水貯留浸透施設201の設置スペースの拡大を抑えることができる。   As described above, according to the inspection member 226 and the rainwater storage and penetration facility 201 of the present embodiment, the inspection member 226 is connected to the vertical tube 223 and the lower end of the vertical tube 223 and has a plurality of fixed receiving ports 224b. Since the branch joint 224 is provided, a plurality of fixed receiving ports 224b can be prepared in advance in one inspection member 226 when the inspection member 226 and the rainwater storage and penetration facility 201 are installed. Further, since the fixed receiving port 224b is provided so as to be able to be sealed by the cap 240, when the rainwater storage and penetration tank 6 is to be connected to the fixed receiving port 224b, the cap 240 is removed and the fixed receiving port 224b is sealed. It is possible to simply connect a plurality of rainwater storage and infiltration tanks 6 without the need for additional work such as making a hole in the inspection member 226, or by using a concrete or a filler, etc. Furthermore, since the vertical pipe 223 of one inspection member 226 is shared by the plurality of rainwater storage and penetration tanks 6, it is possible to suppress the expansion of the installation space of the rainwater storage and penetration facility 201.

また、本実施形態の点検部材226及び雨水貯留浸透施設201によれば、点検部材226の分岐継手224の固定受口224bは、継手軸230Aと自在受口230Bからなる自在継手230を介して雨水貯留浸透槽6と接続されており、分岐継手224の固定受口224bと雨水貯留浸透槽6との間に横管225が接続されている。そのため、その自在継手230の継手軸230Aを有する横管225の軸線に対して雨水貯留浸透槽6の延在する方向を自在に変更することができる。
また、雨水貯留浸透槽6Aの延長する方向から所定の角度を傾けて設けられた雨水貯留浸透槽6B側の固定受口224bを備えた分岐継手224を用いることで、雨水貯留浸透槽6Bの延在する方向を変更することができる。
Further, according to the inspection member 226 and the rainwater storage and infiltration facility 201 of the present embodiment, the fixed receiving port 224b of the branch joint 224 of the inspection member 226 is connected to the rainwater via the universal joint 230 including the joint shaft 230A and the universal receiving port 230B. A horizontal pipe 225 is connected between the fixed receiving port 224 b of the branch joint 224 and the rainwater storage and permeation tank 6. Therefore, the extending direction of the rainwater storage and penetration tank 6 can be freely changed with respect to the axis of the horizontal pipe 225 having the joint shaft 230A of the universal joint 230.
Further, by using a branch joint 224 provided with a fixed receiving port 224b on the rainwater storage and penetration tank 6B side provided at a predetermined angle from the direction in which the rainwater storage and penetration tank 6A extends, the extension of the rainwater storage and penetration tank 6B is achieved. The existing direction can be changed.

更に、本実施形態の点検部材226及び雨水貯留浸透施設201によれば、分岐継手224の固定受口224bのうち、雨水貯留浸透槽6に接続されていない固定受口224bは、下水道に連絡する排水管に接続されているため、オリフィスやオーバーフローを共有化できると共に、雨水貯留浸透槽6の下部に堆積した土砂等を前記排水管に排出することができる。   Furthermore, according to the inspection member 226 and the rainwater storage and penetration facility 201 of this embodiment, the fixed socket 224b that is not connected to the rainwater storage and penetration tank 6 among the fixed sockets 224b of the branch joint 224 communicates with the sewer. Since it is connected to the drainage pipe, it is possible to share the orifice and the overflow, and it is possible to discharge the earth and sand accumulated in the lower part of the rainwater storage and penetration tank 6 to the drainage pipe.

(第二実施形態)
図2は、本発明の第二実施形態である雨水貯留浸透施設250を示す図であって、(a)は正面図であり、(b)は平面図である。なお、図2に示す本実施形態の雨水貯留浸透施設250の構成要素において、図1に示す第一実施形態の雨水貯留浸透施設201の構成要素と同一の構成要素については、同一の符号を付し、その説明を省略する。
(Second embodiment)
FIG. 2 is a diagram showing a rainwater storage and penetration facility 250 according to the second embodiment of the present invention, in which (a) is a front view and (b) is a plan view. In addition, in the component of the rainwater storage and penetration facility 250 of this embodiment shown in FIG. 2, the same component as the component of the rainwater storage and penetration facility 201 of the first embodiment shown in FIG. The description is omitted.

図2(a)及び(b)に示すように、本実施形態の雨水貯留浸透施設250では、流入マス2が第一流入マス14のみで構成され、第一流入マス14のフィルタ17より下方の雨水収容部18には先端にフィルタ19が備え付けられた流入管10の一端が接続されている。流入管10の他端は、雨水貯留浸透槽6の上面6aに接続されている。これにより、雨水貯留浸透槽6の上部に貯留した空気が、流入管10を通して、第一流入マス14から地上に抜き出される。なお、街渠Gと雨水貯留浸透槽6との間に流入管10が介在し、街渠Gと流入管10との深さ寸法、所謂土かぶりの確保が望まれるため、雨水貯留浸透施設250の設置場所においては街渠Gと雨水貯留浸透槽6との間の深さ寸法が充分に確保されていることが好ましい。   As shown in FIGS. 2A and 2B, in the rainwater storage and infiltration facility 250 of this embodiment, the inflow mass 2 is configured only by the first inflow mass 14 and is below the filter 17 of the first inflow mass 14. One end of the inflow pipe 10 provided with a filter 19 at the tip is connected to the rainwater storage portion 18. The other end of the inflow pipe 10 is connected to the upper surface 6 a of the rainwater storage and penetration tank 6. Thereby, the air stored in the upper part of the rainwater storage and penetration tank 6 is extracted from the first inflow mass 14 to the ground through the inflow pipe 10. In addition, since the inflow pipe 10 is interposed between the street lamp G and the rainwater storage and infiltration tank 6, and it is desired to secure the depth dimension between the street lamp G and the inflow pipe 10, so-called soil cover, the rainwater storage and infiltration facility 250. It is preferable that the depth dimension between the street lamp G and the rainwater storage and permeation tank 6 is sufficiently secured at the installation location.

また、点検部材226の縦管223は、流入マス2とは平面視で重なっておらず、雨水貯留浸透槽6の延在する方向に並べて配置されている。従って、縦管223の上部は流入マス2の内部には設けられていない。   Further, the vertical pipe 223 of the inspection member 226 does not overlap with the inflow mass 2 in a plan view, and is arranged side by side in the direction in which the rainwater storage and penetration tank 6 extends. Therefore, the upper part of the vertical tube 223 is not provided inside the inflow mass 2.

更に、図2(b)に示すように、点検部材226の雨水貯留浸透槽6B側の固定受口224bは、雨水貯留浸透槽6Aの延長する方向から所定の角度を傾けた方向に設けられている。   Further, as shown in FIG. 2 (b), the fixed receiving port 224b on the rainwater storage and penetration tank 6B side of the inspection member 226 is provided in a direction inclined at a predetermined angle from the extending direction of the rainwater storage and penetration tank 6A. Yes.

以上説明したように、本実施形態の雨水貯留浸透施設250によれば、第一実施形態の雨水貯留浸透施設201と同様に、点検部材226が縦管223と、縦管223の下端に接続されると共に複数の固定受口224bを有する分岐継手224と、を備えているため、点検部材226及び雨水貯留浸透施設201の設置時に予め、一つの点検部材226に複数の固定受口224bを準備することができる。また、固定受口224bはキャップ240により封止可能に設けられているため、固定受口224bに雨水貯留浸透槽6を接続しようとする際に、キャップ240を外して固定受口224bの封止を解除するのみで、点検部材226に穴を開ける等の追加工事や、コンクリートや充填材等により間詰めを行う必要なく、簡易に複数の雨水貯留浸透槽6を連結することができる。更に、一つの点検部材226の縦管223を複数の雨水貯留浸透槽6で兼用するため、雨水貯留浸透施設201の設置スペースの拡大を抑えることができる。   As described above, according to the rainwater storage and penetration facility 250 of the present embodiment, the inspection member 226 is connected to the vertical pipe 223 and the lower end of the vertical pipe 223, similarly to the rainwater storage and penetration facility 201 of the first embodiment. And a branch joint 224 having a plurality of fixed receptacles 224b, so that a plurality of fixed receptacles 224b are prepared in advance in one inspection member 226 when the inspection member 226 and the rainwater storage and penetration facility 201 are installed. be able to. Further, since the fixed receiving port 224b is provided so as to be able to be sealed by the cap 240, when the rainwater storage and penetration tank 6 is to be connected to the fixed receiving port 224b, the cap 240 is removed and the fixed receiving port 224b is sealed. It is possible to simply connect a plurality of rainwater storage and infiltration tanks 6 without the need for additional work such as making a hole in the inspection member 226, or by using a concrete or a filler, etc. Furthermore, since the vertical pipe 223 of one inspection member 226 is shared by the plurality of rainwater storage and penetration tanks 6, it is possible to suppress the expansion of the installation space of the rainwater storage and penetration facility 201.

また、本実施形態の雨水貯留浸透施設250によれば、流入マス2が第一流入マス14のみで構成され、流入管10の他端が雨水貯留浸透槽6の上面6aに接続されているため、雨水貯留浸透槽6の上部に貯留した空気を流入管10及び第一流入マス14を介し、地上に向けて簡易に抜き出すことができる。   Further, according to the rainwater storage and penetration facility 250 of the present embodiment, the inflow mass 2 is configured only by the first inflow mass 14, and the other end of the inflow pipe 10 is connected to the upper surface 6 a of the rainwater storage and penetration tank 6. The air stored in the upper part of the rainwater storage and penetration tank 6 can be easily extracted toward the ground via the inflow pipe 10 and the first inflow mass 14.

更に、雨水貯留浸透槽6Aの延長する方向から所定の角度を傾けて設けられた雨水貯留浸透槽6B側の固定受口224bを備えた分岐継手224を用いることで、雨水貯留浸透槽6Bの延在する方向を容易に変更することができる。   Furthermore, by using a branch joint 224 provided with a fixed receiving port 224b on the rainwater storage / osmosis tank 6B side provided at a predetermined angle from the extending direction of the rainwater storage / osmosis tank 6A, the extension of the rainwater storage / osmosis tank 6B is achieved. The existing direction can be easily changed.

(第三実施形態)
図3は、本発明の第三実施形態である雨水貯留浸透施設260を示す図であって、(a)は正面図であり、(b)は平面図である。なお、図3に示す本実施形態の雨水貯留浸透施設20の構成要素は、図1に示す第一実施形態の雨水貯留浸透施設201の構成要素と同一であるため、これらの同一の構成要素については、同一の符号を付し、第一実施形態の雨水貯留浸透施設201と共通する説明については省略する。
(Third embodiment)
Drawing 3 is a figure showing rainwater storage penetration facility 260 which is a third embodiment of the present invention, (a) is a front view and (b) is a top view. In addition, since the component of the rainwater storage penetration facility 2 60 of this embodiment shown in FIG. 3 is the same as the component of the rainwater storage penetration facility 201 of 1st embodiment shown in FIG. 1, these same composition About the element, the same code | symbol is attached | subjected and it abbreviate | omits about the description which is common in the rainwater storage penetration facility 201 of 1st embodiment.

図3(b)に示すように、本実施形態の雨水貯留浸透施設260では、点検部材226を挟んで連結された雨水貯留浸透槽6のうち一方の雨水貯留浸透槽6Aの延在する方向に対して、雨水貯留浸透槽6A,6B間の点検部材226の横管225の軸線、及び、他方の雨水貯留浸透槽6Bの延在する方向が平面視で傾斜している。即ち、雨水貯留浸透槽6Bは、その延在する方向を雨水貯留浸透槽6Bの側面6cの自在継手230を基端として雨水貯留浸透槽6Aの延在する方向から所定の角度だけ傾けた状態で設けられている。ここで、所定の角度は約15°以内とすることが好ましい。これにより、点検の際に自在継手230を基端として横管225の軸線を曲げることにより点検のやり難さを抑えつつ雨水貯留浸透槽6の延在する方向を曲げられる。また、自在継手230にかかる負荷が適度に抑えられる。   As shown in FIG.3 (b), in the rainwater storage penetration facility 260 of this embodiment, it is in the direction where one rainwater storage penetration tank 6A is extended among the rainwater storage penetration tanks 6 connected on both sides of the inspection member 226. On the other hand, the axis of the horizontal tube 225 of the inspection member 226 between the rainwater storage and penetration tanks 6A and 6B and the extending direction of the other rainwater storage and penetration tank 6B are inclined in plan view. In other words, the rainwater storage and permeation tank 6B is inclined in a direction that extends by a predetermined angle from the extending direction of the rainwater storage and permeation tank 6A with the universal joint 230 on the side surface 6c of the rainwater storage and permeation tank 6B as a base end. Is provided. Here, the predetermined angle is preferably within about 15 °. Thus, the direction in which the rainwater storage and penetration tank 6 extends can be bent while suppressing the difficulty of inspection by bending the axis of the horizontal tube 225 with the universal joint 230 as the base end during inspection. Moreover, the load concerning the universal joint 230 is moderately suppressed.

以上説明したように、本実施形態の雨水貯留浸透施設260によれば、第一実施形態の雨水貯留浸透施設201と同様に、点検部材226が縦管223と、縦管223の下端に接続されると共に複数の固定受口224bを有する分岐継手224と、を備えているため、点検部材226及び雨水貯留浸透施設201の設置時に予め、一つの点検部材226に複数の固定受口224bを準備することができる。また、固定受口224bはキャップ240により封止可能に設けられているため、固定受口224bに雨水貯留浸透槽6を接続しようとする際に、キャップ240を外して固定受口224bの封止を解除するのみで、点検部材226に穴を開ける等の追加工事や、コンクリートや充填材等により間詰めを行う必要なく、簡易に複数の雨水貯留浸透槽6を連結することができる。更に、一つの点検部材226の縦管223を複数の雨水貯留浸透槽6で兼用するため、雨水貯留浸透施設201の設置スペースの拡大を抑えることができる。   As described above, according to the rainwater storage and penetration facility 260 of the present embodiment, the inspection member 226 is connected to the vertical pipe 223 and the lower end of the vertical pipe 223, similarly to the rainwater storage and penetration facility 201 of the first embodiment. And a branch joint 224 having a plurality of fixed receptacles 224b, so that a plurality of fixed receptacles 224b are prepared in advance in one inspection member 226 when the inspection member 226 and the rainwater storage and penetration facility 201 are installed. be able to. Further, since the fixed receiving port 224b is provided so as to be able to be sealed by the cap 240, when the rainwater storage and penetration tank 6 is to be connected to the fixed receiving port 224b, the cap 240 is removed and the fixed receiving port 224b is sealed. It is possible to simply connect a plurality of rainwater storage and infiltration tanks 6 without the need for additional work such as making a hole in the inspection member 226, or by using a concrete or a filler, etc. Furthermore, since the vertical pipe 223 of one inspection member 226 is shared by the plurality of rainwater storage and penetration tanks 6, it is possible to suppress the expansion of the installation space of the rainwater storage and penetration facility 201.

また、本実施形態の雨水貯留浸透施設260によれば、雨水貯留浸透槽6Bは、その延在する方向を雨水貯留浸透槽6Bの側面6cの自在継手230を基端として雨水貯留浸透槽6Aの延在する方向から所定の角度だけ傾けた状態で設けられているため、平面視において曲り部や、屈曲、折れ曲がった箇所を有する道路際やその街渠Gの下方にも雨水貯留浸透施設260を容易に設置することができる。   In addition, according to the rainwater storage and penetration facility 260 of the present embodiment, the rainwater storage and penetration tank 6B has the extending direction of the rainwater storage and penetration tank 6A with the universal joint 230 of the side surface 6c of the rainwater storage and penetration tank 6B as a base end. Since it is provided in a state inclined by a predetermined angle from the extending direction, the rainwater storage and infiltration facility 260 is also provided on the road having a bent portion, a bent portion, or a bent portion in a plan view or below the street G. It can be installed easily.

以上、本発明の好ましい実施形態について詳述したが、本発明は係る特定の実施形態に限定されるものではなく、特許請求の範囲内に記載された本発明の要旨の範囲内において、種々の変形・変更が可能である。   The preferred embodiments of the present invention have been described in detail above. However, the present invention is not limited to the specific embodiments, and various modifications are possible within the scope of the gist of the present invention described in the claims. Deformation / change is possible.

201,250,260…雨水貯留浸透施設、2…流入マス、6…雨水貯留浸透槽、6b,6c…側面、10…流入管、21…下部組付部材(枠部材)、22…上部組付部材(枠部材)、224…分岐継手、224b…固定受口(受口)、225…横管、226…点検部材、230…自在継手、G…街渠   201, 250, 260 ... Rainwater storage and penetration facility, 2 ... Inflow mass, 6 ... Rainwater storage and penetration tank, 6b, 6c ... Side, 10 ... Inflow pipe, 21 ... Lower assembly member (frame member), 22 ... Upper assembly Member (frame member), 224 ... Branch joint, 224b ... Fixed receiving port (receiving port), 225 ... Horizontal pipe, 226 ... Inspection member, 230 ... Universal joint, G ... Street lamp

Claims (2)

地中に埋設されて道路の表面から流下した雨水を前記地中に浸透させ、上部に受口を有すると共に、側面の下部に自在受口を有する複数の雨水貯留浸透槽と、前記受口に接続され、前記雨水を前記雨水貯留浸透槽に供給する流入管と、前記雨水貯留浸透槽に接続されることによって地上付近から前記雨水貯留浸透槽の内部を点検可能とする点検部材と、を備え、
前記点検部材の上端には前記雨水を通さない蓋が設けられ、
前記点検部材の下部には複数の固定受口が形成されており、
前記点検部材は、前記固定受口と前記自在受口とが管材によって連結されることによって複数の前記雨水貯留浸透槽を連結可能に構成され
複数の前記雨水貯留浸透槽がそれぞれ前記点検部材を介して連結されていることを特徴とする雨水貯留浸透施設
Rainwater embedded in the ground and flowing down from the road surface penetrates into the ground, has a receiving port at the top, and a plurality of rainwater storage and penetration tanks having a free receiving port at the bottom of the side, and the receiving port are connected, an inlet pipe for supplying the rainwater into the rainwater storage impregnation vessel, and a check member that allows checking the inside of the rainwater reservoir impregnation vessel from near the ground by being connected before Symbol rainwater storage impregnation vessel Prepared,
The upper end of the inspection member is provided with a lid that does not allow the rainwater to pass through,
A plurality of fixed receptacles are formed in the lower part of the inspection member ,
The inspection member is configured to be capable of connecting a plurality of the rainwater storage and penetration tanks by connecting the fixed receiving port and the universal receiving port by a pipe material ,
Rainwater reservoir infiltration facilities, wherein a plurality of the rainwater reservoir impregnation vessel are connected to each other through the check member.
地中に埋設されて道路の表面から流下した雨水を前記地中に浸透させ、上部に受口を有すると共に、側面の下部に自在受口を有する複数の雨水貯留浸透槽と、前記受口に接続され、前記雨水を前記雨水貯留浸透槽に供給する流入管と、前記雨水貯留浸透槽に接続されることによって地上付近から前記雨水貯留浸透槽の内部を点検可能とする点検部材と、を備え、
前記点検部材の下部が平面視において複数の方向に分岐し、
前記点検部材の下端に複数の固定受口を有し、
前記点検部材は、前記固定受口と前記自在受口とが管材によって連結されることによって複数の前記雨水貯留浸透槽を連結可能に構成され、
前記複数の固定受口の各々の向いている方向が平面視で所定角度ずれており、
複数の前記雨水貯留浸透槽がそれぞれ前記点検部材を介して連結されていることを特徴とする雨水貯留浸透施設
Rainwater embedded in the ground and flowing down from the road surface penetrates into the ground, has a receiving port at the top, and a plurality of rainwater storage and penetration tanks having a free receiving port at the bottom of the side, and the receiving port are connected, an inlet pipe for supplying the rainwater into the rainwater storage impregnation vessel, and a check member that allows checking the inside of the rainwater reservoir impregnation vessel from near the ground by being connected before Symbol rainwater storage impregnation vessel Prepared,
The lower part of the inspection member branches in a plurality of directions in plan view,
A plurality of fixed receptacles at the lower end of the inspection member ;
The inspection member, the fixed socket and said movable socket is connectable to form a plurality of the rainwater reservoir impregnation vessel by being connected by tubing,
The direction in which each of the plurality of fixed receptacles faces is shifted by a predetermined angle in plan view ,
Rainwater reservoir infiltration facilities, wherein a plurality of the rainwater reservoir impregnation vessel are connected to each other through the check member.
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