JP4908937B2 - Rainwater storage and penetration tank - Google Patents

Rainwater storage and penetration tank Download PDF

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JP4908937B2
JP4908937B2 JP2006163915A JP2006163915A JP4908937B2 JP 4908937 B2 JP4908937 B2 JP 4908937B2 JP 2006163915 A JP2006163915 A JP 2006163915A JP 2006163915 A JP2006163915 A JP 2006163915A JP 4908937 B2 JP4908937 B2 JP 4908937B2
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side wall
rainwater storage
groove
stage
curved
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JP2007332607A (en
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哲也 柏木
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Bridgestone Corp
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Bridgestone Corp
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本発明は、雨水を貯留又は地中に浸透させる等のために用いられる雨水貯留浸透槽に関する。 The present invention relates to a rain water storage impregnation vessel that is used for such infiltrating rainwater storage or in the ground.

雨水貯留浸透槽においては、下部に堆積した砂や泥を除去するためのバキュームホースを挿入可能な構造となっているものがある(例えば、特許文献1参照)。このような構造では、開口部の形成された略板状の連結部材と支柱とが上下交互に連結された状態となっており、支柱は、円筒体とされて連結部材のストッパに支持されることで連通路を形成している。   Some rainwater storage and penetration tanks have a structure in which a vacuum hose for removing sand and mud accumulated in the lower part can be inserted (see, for example, Patent Document 1). In such a structure, the substantially plate-like connecting member in which the opening is formed and the support column are alternately connected in the vertical direction, and the support column is a cylindrical body and is supported by the stopper of the connecting member. Thus, a communication path is formed.

この従来の雨水貯留浸透槽では、連通路に繋がる開口部からバキュームホースを挿入してもストッパに引っ掛かりやすく、また、連通路に繋がらない開口部からバキュームホースを挿入しても挿入途中で連絡部材の開口部周囲に引っ掛かりやすいので、下部まで挿入するのが困難であった。
特開2004−19206公報
In this conventional rainwater storage and penetration tank, even if a vacuum hose is inserted from the opening connected to the communication path, it can be easily caught by the stopper, and even if a vacuum hose is inserted from the opening not connected to the communication path, the connecting member is in the middle of insertion. Since it is easy to get caught around the opening, it was difficult to insert it to the bottom.
JP 2004-19206 A

本発明は、上記事実を考慮して、バキュームホースを下部まで容易に挿入することができる雨水貯留浸透槽を提供することを課題とする。 The present invention is, in view of the above circumstances, and an object thereof is to provide a rain water storage impregnation vessel that can be easily inserted a vacuum hose to the bottom.

請求項1に記載する本発明の雨水貯留浸透槽は、先端部が開口部とされた筒状の側壁部と、前記側壁部の基端部同士を連結する天板部と、前記天板部の一部であって、前記側壁部の先端部を嵌入可能な溝部が形成された溝板部と、前記側壁部の一部であって、内向きに湾曲して前記基端部側から前記先端部側へ案内するガイド面を備えた湾曲部と、を有する雨水貯留浸透槽用の構成部材が、互いに隣り合って複数個並設されると共に上下方向に積み重ねられ、下段に配置される前記構成部材の前記溝部に、上段に配置される前記構成部材の前記側壁部の先端部が嵌入され、下段に配置される前記構成部材の前記湾曲部の上方に、上段に配置される前記構成部材の前記湾曲部が配置されることを特徴とするThe rainwater storage and infiltration tank according to the first aspect of the present invention includes a cylindrical side wall portion having a distal end portion as an opening, a top plate portion that connects base end portions of the side wall portions, and the top plate portion. A groove plate part in which a groove part into which a distal end part of the side wall part can be fitted is formed, and a part of the side wall part, which is inwardly curved and is a curved portion having a guide surface for guiding the front end portion, the component for rain water storage impregnation vessel that have a, stacked vertically with the plurality arranged next to each other, arranged in the lower part The tip of the side wall portion of the component member disposed in the upper stage is fitted into the groove portion of the component member to be disposed, and is disposed in the upper stage above the curved portion of the component member disposed in the lower stage. The curved portion of the component member is disposed .

雨水貯留浸透槽とは、少なくとも雨水を貯留又は地中に浸透させる槽をいい、具体的には、雨水を貯留する貯留槽、雨水を一次的に貯留した後に徐々に地中に浸透させる浸透槽、及び、貯留槽の機能と浸透槽の機能とを併せ持つ貯留浸透槽のすべてを含む(以下の記載(他の請求項を含む)において同じ)。   The rainwater storage and penetration tank refers to a tank that at least stores rainwater or penetrates into the ground. Specifically, a storage tank that stores rainwater, and a penetration tank that gradually permeates the ground after rainwater is temporarily stored. And all the storage permeation tanks having both the function of the storage tank and the function of the permeation tank (the same applies in the following description (including other claims)).

請求項1に記載する本発明の雨水貯留浸透槽によれば、下段に配置される構成部材の溝部に、上段に配置される構成部材の側壁部の先端部が嵌入されることによって、水平荷重に対して、下段側の溝部と上段側の側壁部の先端部とが面接触しながら支持することになるので、湾曲部の位置ずれを抑えることができる。また、上下方向に積み重ねられ構成部材の湾曲部が上下に連続することで、基端部側から先端部側へ案内する湾曲部のガイド面に沿ってバキュームホースを下部まで容易に挿入することができる。 According to the rainwater storage and infiltration tank of the present invention described in claim 1 , the horizontal load is obtained by inserting the front end portion of the side wall portion of the component member disposed in the upper stage into the groove portion of the component member disposed in the lower stage. On the other hand, since the groove portion on the lower stage side and the front end portion of the side wall portion on the upper stage side are supported while being in surface contact, the positional deviation of the bending portion can be suppressed. In addition, it is possible to easily insert the vacuum hose to the lower part along the guide surface of the curved part that is stacked in the vertical direction and the curved parts of the constituent members are continuous in the vertical direction and guided from the proximal end side to the distal end side. it can.

請求項2に記載する本発明の雨水貯留浸透槽は、請求項1記載の構成において、前記湾曲部は、前記基端部側に向かうに従い前記基端部側から前記天板部側へ向かう方向へ傾斜することを特徴とする。 According to a second aspect of the present invention, there is provided the rainwater storage and penetration tank according to the first aspect, wherein the curved portion is directed from the base end side toward the top plate portion side toward the base end side. Inclined to

請求項2に記載する本発明の雨水貯留浸透槽によれば、下段に配置される構成部材の湾曲部の上方に、上段に配置される構成部材の湾曲部を配置して、湾曲部に沿ってバキュームホースを挿入した場合、下段に配置される構成部材の天板部の端部や湾曲部の上部にバキュームホースが引っ掛かることがないので、バキュームホースを下部まで容易に挿入することができる。 According to the rainwater storage and penetration tank of the present invention described in claim 2, the curved portion of the constituent member arranged in the upper stage is arranged above the curved portion of the constituent member arranged in the lower stage, and along the curved section. When the vacuum hose is inserted, the vacuum hose can be easily inserted to the lower part because the vacuum hose is not caught on the end of the top plate part or the upper part of the curved part of the constituent member arranged in the lower stage.

請求項に記載する本発明の雨水貯留浸透槽は、請求項1又は請求項2に記載の構成において、互いに隣り合って並設される前記構成部材は、前記湾曲部同士が互いに対向して配置されることを特徴とする。 According to a third aspect of the present invention, there is provided the rainwater storage and permeation tank according to the first or second aspect , wherein the curved members are opposed to each other. It is characterized by being arranged.

請求項に記載する本発明の雨水貯留浸透槽によれば、湾曲部同士が互いに対向して配置されるので、バキュームホースを挿入するための空間を大きく確保することができる。このため、バキュームホースを下部まで容易に挿入することが可能となる。 According to the rainwater storage and penetration tank of the present invention described in claim 3 , since the curved portions are arranged to face each other, a large space for inserting the vacuum hose can be secured. For this reason, it becomes possible to insert a vacuum hose to a lower part easily.

以上説明したように、本発明の雨水貯留浸透槽によれば、バキュームホースを下部まで容易に挿入することができるという優れた効果を有する。 As described above, according to the rain water storage impregnation vessel of the present invention has an excellent effect that it is possible to easily insert the vacuum hose to the bottom.

本発明における雨水貯留浸透槽の実施形態を図面に基づき説明する。 An embodiment of the rain water storage impregnation vessel that put the present invention will be described with reference to the drawings.

(雨水貯留浸透槽用の構成部材及び雨水貯留浸透槽の構成)
図1に示されるように、雨水貯留浸透槽10は、地中Gに埋設されるものであり、設置状態では、保護マット12を介してゴム製の遮水シート14上に載置されており、側面下部が遮水シート14によって覆われると共に、側面上部及び上面が透水シート15によって覆われる。また、側面には、導入管16及び排水管18が接続される。
(Configuration of rainwater storage and penetration tank and rainwater storage and penetration tank)
As shown in FIG. 1, the rainwater storage and penetration tank 10 is embedded in the underground G, and is placed on a rubber impermeable sheet 14 via a protective mat 12 in the installed state. The lower portion of the side surface is covered with the water shielding sheet 14, and the upper portion and the upper surface of the side surface are covered with the water permeable sheet 15. In addition, an introduction pipe 16 and a drain pipe 18 are connected to the side surface.

地中Gの雨水貯留浸透槽10は、導入管16によって集水した雨水を下部で貯留する一方、上部では一次的に貯留した後に徐々に地中Gに浸透させて排出するようになっており、河川への急激な雨水流入を防いでいる。また、雨水貯留浸透槽10が満水に近い状態になった場合には、排水管18を介して上部から排水するようになっている。   The underground G rainwater storage and penetration tank 10 stores rainwater collected by the introduction pipe 16 at the lower part, while it is temporarily stored at the upper part and then gradually infiltrated into the underground G and discharged. , Preventing sudden inflow of rainwater into the river. Further, when the rainwater storage and penetration tank 10 is almost full, the water is drained from the upper part through the drain pipe 18.

雨水貯留浸透槽10は、図2に示される雨水貯留浸透槽用の構成部材(以下、単に「構成部材」という)20、及び、図5に示される雨水貯留浸透槽用の補助部材(以下、単に「補助部材」という)40による組立体であり、図11に示されるように、構成部材20及び補助部材40が互いに隣接して複数個並設されると共に上下方向に積み重ねられながら連結されて形成される。   The rainwater storage and penetration tank 10 is composed of a component 20 for rainwater storage and penetration tank (hereinafter simply referred to as “component”) 20 shown in FIG. 2 and an auxiliary member (hereinafter referred to as “rainwater storage and penetration tank” shown in FIG. 5). As shown in FIG. 11, a plurality of component members 20 and auxiliary members 40 are arranged adjacent to each other and connected while being stacked in the vertical direction. It is formed.

なお、図2に示される構成部材20は、雨水貯留浸透槽10の大部分を構成する標準サイズ(フルサイズ)であり、図5に示される補助部材40は、雨水貯留浸透槽10の側部に一部適用されるクオータサイズである。   2 is a standard size (full size) constituting most of the rainwater storage and penetration tank 10, and the auxiliary member 40 shown in FIG. 5 is a side portion of the rainwater storage and penetration tank 10. It is a quota size that is partially applied to

図2及び図5に示される構成部材20及び補助部材40の材料には、樹脂材料が適用でき、加水分解しないものがよい。具体的には、ポリプロピレン(PP)、ポリエチレン(PE)(特に高密度ポリエチレン(HDPE))等のポリオレフィン系樹脂が化学的な安定性、機械的な強度、及び価格の面から好ましい。ここで、樹脂のメルトフローレート(MFR)(JIS K7210)は、加工性及び機械的な強度を考慮して10(g/10分)〜15(g/10分)のものがよい。また、これらに充填剤としてカーボンブラックを1〜3%加えて耐光性を高めてもよい。なお、設置場所が高温になる場所ではないため、酸化防止剤は加えなくてもよい。   As the material of the constituent member 20 and the auxiliary member 40 shown in FIG. 2 and FIG. Specifically, polyolefin resins such as polypropylene (PP) and polyethylene (PE) (particularly high density polyethylene (HDPE)) are preferable from the viewpoint of chemical stability, mechanical strength, and cost. Here, the melt flow rate (MFR) (JIS K7210) of the resin is preferably 10 (g / 10 minutes) to 15 (g / 10 minutes) in consideration of workability and mechanical strength. Moreover, you may improve light resistance by adding 1-3% of carbon black as a filler to these. In addition, since an installation place is not a place where it becomes high temperature, it is not necessary to add an antioxidant.

構成部材20及び補助部材40は、射出成形法によって中空の箱状に一体成形されている。構成部材20及び補助部材40の厚さは、均一であり、製品1個当たりの重量及び機械的な強度等を考慮して2mm〜3mmとするのが好ましい。   The component member 20 and the auxiliary member 40 are integrally formed in a hollow box shape by an injection molding method. The thicknesses of the component member 20 and the auxiliary member 40 are uniform, and are preferably set to 2 mm to 3 mm in consideration of the weight per product, mechanical strength, and the like.

図2及び図3に示されるように、標準サイズの構成部材20は、枠状、すなわち、略四角筒状の側壁部22、24、及び、側壁部22、24の基端部22A、24A同士を連結する天板部26を有する。側壁部22、24は、天板部26の各短縁部28(平面視で長手方向に略直角な方向を構成する外周縁部(湾曲周縁部28Aを含む))に繋がって互いに対向する短縁部28側の側壁部22と、天板部26の各長縁部29(平面視で長手方向を構成する外周縁部)に繋がって互いに対向する長縁部29側の側壁部24とを備える。   As shown in FIG. 2 and FIG. 3, the standard-sized component member 20 has a frame-like shape, that is, a substantially square cylindrical side wall portion 22, 24, and base end portions 22 A, 24 A of the side wall portions 22, 24. The top plate portion 26 for connecting the two. The side walls 22 and 24 are connected to the respective short edges 28 of the top plate 26 (the outer peripheral edge (including the curved peripheral edge 28A) constituting a direction substantially perpendicular to the longitudinal direction in plan view) and are opposed to each other. The side wall portion 22 on the side of the edge portion 28 and the side wall portion 24 on the side of the long edge portion 29 that are connected to the respective long edge portions 29 of the top plate portion 26 (outer peripheral edge portions constituting the longitudinal direction in plan view) and face each other. Prepare.

平面図である図3に示されるように、短縁部28側の側壁部22と長縁部29側の側壁部24とは、平面視で互いに略直角になっており、下側から見た斜視図である図4に示されるように、側壁部22、24の先端部としての側壁先端部22B、24Bが開口部25とされる。この開口部25の形状は、線対称形状とされ、本実施形態では、長手直角方向の寸法(直線距離)が500mm、長手方向の寸法が1000mm、すなわち、縦横比が1:2となっている。なお、図2に示される構成部材20の高さ寸法は、500mmとされる。構成部材20を以上のようなサイズの形状とすることで、施工時における作業効率を良好にすることができる。   As shown in FIG. 3 which is a plan view, the side wall portion 22 on the short edge portion 28 side and the side wall portion 24 on the long edge portion 29 side are substantially perpendicular to each other in plan view, and are viewed from below. As shown in FIG. 4, which is a perspective view, the side wall tip portions 22 </ b> B and 24 </ b> B as the tip portions of the side wall portions 22 and 24 are the opening portions 25. The shape of the opening 25 is a line-symmetric shape. In the present embodiment, the dimension (linear distance) in the direction perpendicular to the longitudinal direction is 500 mm, the dimension in the longitudinal direction is 1000 mm, that is, the aspect ratio is 1: 2. . In addition, the height dimension of the structural member 20 shown by FIG. 2 shall be 500 mm. The work efficiency at the time of construction can be made favorable by making the structural member 20 into the shape of the above sizes.

また、図2に示されるように、側壁先端部22B、24Bは、補強等のために外向きにJ字状に湾曲成形されている。但し、詳細後述する湾曲部22Cにおける側壁先端部22Bは、バキュームホース50(図7参照)の挿入性を考慮して、折り返して湾曲させた先端部を湾曲部22Cに接近させた構成としている。なお、雨水貯留浸透槽10(図1参照)の設置時において、構成部材20は、側壁先端部22B、24B側が下側となるように配置される。   Further, as shown in FIG. 2, the side wall tip portions 22B and 24B are curved and formed outwardly in a J shape for reinforcement or the like. However, the side wall tip portion 22B of the bending portion 22C, which will be described in detail later, is configured such that the tip portion bent back and bent is brought close to the bending portion 22C in consideration of the insertability of the vacuum hose 50 (see FIG. 7). In addition, at the time of installation of the rainwater storage penetration tank 10 (refer FIG. 1), the structural member 20 is arrange | positioned so that the side wall front-end | tip part 22B, 24B side may become a lower side.

側壁部22、24は、天板部26に向かって僅かに寸法が小さくなる傾斜状とされており、側壁部22、24の外周面の下部には、上下方向に延びるリブ23が複数(本実施形態では、短縁部28側の側壁部22に2個、長縁部29側の側壁部24に6個)形成されている。   The side wall portions 22 and 24 are inclined so that the dimensions are slightly reduced toward the top plate portion 26, and a plurality of ribs 23 extending in the vertical direction are provided on the lower portions of the outer peripheral surfaces of the side wall portions 22 and 24. In the embodiment, two are formed on the side wall portion 22 on the short edge portion 28 side, and six are formed on the side wall portion 24 on the long edge portion 29 side.

図2及び図3に示されるように、側壁部22、24の基端部22A、24A同士を連結する天板部26は、平面視での形状が線対称形状とされ、本実施形態では、縦横比が1:2となっている。   As shown in FIGS. 2 and 3, the top plate portion 26 that connects the base end portions 22 </ b> A and 24 </ b> A of the side wall portions 22 and 24 has a line-symmetric shape in plan view. The aspect ratio is 1: 2.

天板部26は、構成部材20の配置時に水平な上面を形成する複数(本実施形態では8個)の頂部30Aを備え、これら頂部30Aは、雨水貯留浸透槽10(図1参照)の施工時には作業用足場を兼ねる。各頂部30Aには、雨水流通孔として複数(本実施形態では4個ずつ)の貫通孔38が貫通形成されており、構成部材20の設置時には雨水を流通させるための流通部とされる。   The top plate portion 26 includes a plurality (eight in this embodiment) of top portions 30A that form a horizontal upper surface when the component member 20 is disposed, and these top portions 30A are applied to the rainwater storage and penetration tank 10 (see FIG. 1). Sometimes doubles as a scaffold for work. Each top portion 30A is formed with a plurality of (four in this embodiment) through-holes 38 as rainwater circulation holes, and serves as a circulation portion for circulating rainwater when the component member 20 is installed.

構成部材20の設置時に上方側へ向けられる天板部26の一部として、第1溝板部26A及び第2溝板部26Bが設けられている。図3に示されるように、第1溝板部26Aに形成される第1溝部31は、中心線31Lによって天板部26の短縁部28を二等分して長縁部29に略平行な方向に延びており、第2溝板部26Bに形成される計3本の第2溝部32は、各中心線32Lによって天板部26の長縁部29を四等分して短縁部28に略平行な方向に延びる。すなわち、第1溝部31の中心線31Lと第2溝部32の各中心線32Lとは、互いに直交する方向へ延びて互いに交わっている。   A first groove plate portion 26A and a second groove plate portion 26B are provided as part of the top plate portion 26 directed upward when the component member 20 is installed. As shown in FIG. 3, the first groove portion 31 formed in the first groove plate portion 26A is substantially parallel to the long edge portion 29 by equally dividing the short edge portion 28 of the top plate portion 26 by the center line 31L. A total of three second groove portions 32 formed in the second groove plate portion 26B are formed by dividing the long edge portion 29 of the top plate portion 26 into four equal parts by the respective center lines 32L. 28 extends in a direction substantially parallel to 28. That is, the center line 31L of the first groove portion 31 and the center lines 32L of the second groove portion 32 extend in directions orthogonal to each other and intersect each other.

これらの第1、第2溝部31、32は、図4に示される側壁先端部22B、24Bを2枚嵌入可能な幅となっており、上段に隣接して配置される構成部材20の連結用とされる。図2に示されるように、第1、第2溝部31、32の溝底面30Bは、頂部30Aと段差によって区画され、構成部材20の配置時に上方に向いた水平面を形成する。   These first and second groove portions 31 and 32 have such a width that two side wall tip portions 22B and 24B shown in FIG. 4 can be inserted, and for connecting the component member 20 arranged adjacent to the upper stage. It is said. As shown in FIG. 2, the groove bottom surfaces 30 </ b> B of the first and second groove portions 31 and 32 are partitioned by the top portion 30 </ b> A and a step, and form a horizontal plane that faces upward when the component member 20 is disposed.

図2及び図3に示されるように、第2溝部32の長さ方向端部(第2溝部32の長さ方向を矢印X方向で示す)と側壁部24との連結部34から側壁部24の側壁先端部24Bにかけて柱部36が設けられている。柱部36は、側壁部24の一部を構成して、側壁部24の内向きに凹む凹状とされ、連結部34の中央部を挟んで両側に形成されている。図4に示されるように、柱部36は、側壁先端部24B側では底板部37によって連結されている。   As shown in FIGS. 2 and 3, the side wall portion 24 extends from the connecting portion 34 between the end portion in the length direction of the second groove portion 32 (the length direction of the second groove portion 32 is indicated by the arrow X direction) and the side wall portion 24. A column portion 36 is provided over the side wall tip 24B. The column part 36 constitutes a part of the side wall part 24, has a concave shape recessed inward of the side wall part 24, and is formed on both sides with the central part of the coupling part 34 interposed therebetween. As shown in FIG. 4, the column portion 36 is connected by a bottom plate portion 37 on the side wall tip portion 24 </ b> B side.

図2及び図3に示されるように、天板部26の外面(構成部材20の設置時に上方側へ向けられる面)には、第2溝部32の側壁部24寄り側、及び、第2溝部32と第1溝部31との交差部(天板部26の中央の交差部を除く)に、平面視で略直角状に切り欠かれた切欠部35がそれぞれ形成されている。これにより、切欠部35は、平面視にて規則性のあるパターンとなっている。   As shown in FIGS. 2 and 3, the outer surface of the top plate portion 26 (the surface directed upward when the component member 20 is installed) and the second groove portion closer to the side wall portion 24. A notch 35 is formed at the intersection of 32 and the first groove 31 (except for the intersection at the center of the top plate 26) in a substantially right angle in plan view. Thereby, the notch part 35 becomes a regular pattern in planar view.

図3に示されるように、平面視において、第1、第2溝部31、32、切欠部35、及び、柱部36は、両短縁部28を二等分する二等分位置同士を結ぶ線(本実施形態では、中心線31Lと重なる線)に対して線対称とされると共に、両長縁部29を二等分する二等分位置同士を結ぶ線(本実施形態では、3本の中心線32Lのうちの真中の中心線32Lと重なる線)に対しても線対称とされる。   As shown in FIG. 3, the first and second groove portions 31 and 32, the cutout portion 35, and the column portion 36 connect the bisected positions that bisect both the short edge portions 28 in a plan view. A line (in this embodiment, a line overlapping with the center line 31L) is symmetrical with respect to a line, and a line connecting two equally divided positions that bisect both long edges 29 (in this embodiment, three lines). The center line 32L of the center line 32L overlaps the center line 32L).

なお、天板部26の内面(構成部材20の設置時に下方側へ向けられる面)には、図4に示されるような板状の補強リブ39が縦横に設けられている。また、図2に示されるように、側壁部22、24では、鉛直荷重に対する強度に影響が少ない部分に点検孔としての窓部22W、24Wが貫通形成されている。これらの窓部22W、24Wから雨水貯留浸透槽10(図1参照)内の状態(土砂による目詰まりの有無等)を目視で点検することができるようになっている。   Note that plate-like reinforcing ribs 39 as shown in FIG. 4 are provided vertically and horizontally on the inner surface of the top plate portion 26 (the surface directed downward when the component member 20 is installed). As shown in FIG. 2, in the side walls 22 and 24, windows 22 </ b> W and 24 </ b> W serving as inspection holes are formed through portions where there is little influence on the strength against the vertical load. From these windows 22W, 24W, it is possible to visually check the state (presence or absence of clogging due to earth and sand) in the rainwater storage and penetration tank 10 (see FIG. 1).

天板部26の湾曲周縁部28Aの下方には、湾曲部22Cが形成されて側壁部22の一部を構成している。湾曲部22Cは、側壁部22の内向き(筒内側向き)に円弧状(半円状)に湾曲して基端部22A側から側壁先端部22B側へ案内するガイド面122を備えており、バキュームホース50(図7参照)の案内用とされている。ガイド面122には、摩擦抵抗を低減する表面処理を施してもよい。各構成部材20に形成される湾曲部22Cは、本実施形態では、2個であるので、施工時に足場となる部分の面積は、十分に確保される。   A curved portion 22 </ b> C is formed below the curved peripheral edge portion 28 </ b> A of the top plate portion 26 to constitute a part of the side wall portion 22. The curved portion 22C includes a guide surface 122 that is curved in an arc shape (semicircular shape) inwardly (inward of the cylinder) of the side wall portion 22 and guides from the base end portion 22A side to the side wall front end portion 22B side. It is used for guiding the vacuum hose 50 (see FIG. 7). The guide surface 122 may be subjected to a surface treatment that reduces frictional resistance. In the present embodiment, the number of the curved portions 22C formed in each component member 20 is two, so that the area of the portion that becomes a scaffold during construction is sufficiently ensured.

湾曲部22Cは、基端部22A側に向かうに従い基端部22A側から天板部26側へ向かう方向(内向き)へ傾斜している。このため、図3に示されるように、湾曲部22Cの上部における半円の径は、湾曲部22Cの下部における半円の径に比べて大きい。また、湾曲部22Cの基端部22Aから天板部26にかけては、R状に丸みを帯びている。   The curved portion 22C is inclined in a direction (inward) from the base end portion 22A side to the top plate portion 26 side as it goes toward the base end portion 22A side. Therefore, as shown in FIG. 3, the diameter of the semicircle at the upper part of the bending part 22C is larger than the diameter of the semicircle at the lower part of the bending part 22C. Further, the base portion 22A of the curved portion 22C and the top plate portion 26 are rounded in an R shape.

ここで、図6及び図7(模式図)に示されるように、構成部材20が互いに隣り合って並設された状態では、湾曲部22C同士が互いに対向して、すなわち、ガイド面122同士が互いに対向して配置されるようになっている。これにより、対向する湾曲部22Cは、バキュームホース50(図7参照)の挿入用としての略円柱状の(厳密には、下方へ向かうに従い若干先細り状となる)空間を形成する。   Here, as shown in FIG. 6 and FIG. 7 (schematic diagram), in a state where the structural members 20 are arranged adjacent to each other, the curved portions 22C face each other, that is, the guide surfaces 122 They are arranged to face each other. As a result, the opposing curved portions 22C form a substantially columnar space (strictly, tapering down toward the bottom) for insertion of the vacuum hose 50 (see FIG. 7).

図5に示されるクオータサイズの補助部材40は、高さ(図5の上下方向の寸法)が図2に示される標準サイズの構成部材20と等しく、縦寸法及び横寸法は、いずれも標準サイズの構成部材20の約1/2のサイズである。第1溝部31に対応する溝部はなく、第2溝部32に対応する溝部は、補助溝部42が1本あるのみである。その他の構成については、標準サイズの構成部材20とほぼ同様の構成であるので、同様の構成部については、同一符号を付して説明を省略する。   The quarter-sized auxiliary member 40 shown in FIG. 5 has the same height (the vertical dimension in FIG. 5) as the standard-sized component 20 shown in FIG. 2, and the vertical dimension and the horizontal dimension are both standard sizes. The size of the structural member 20 is about ½. There is no groove corresponding to the first groove 31, and the groove corresponding to the second groove 32 has only one auxiliary groove 42. Since other configurations are substantially the same as those of the standard-sized component member 20, the same components are denoted by the same reference numerals and description thereof is omitted.

(雨水貯留浸透槽の形成手順及び作用)
次に、複数個の構成部材20及び補助部材40(図2及び図5参照)を互いに隣接して複数個並設させると共に上下方向に積み重ね、雨水貯留浸透槽10(図1参照)を形成する手順、及び、上記実施形態の作用について、図6〜図11を参照しながら説明する。なお、図9〜図11では、雨水貯留浸透槽10(図1参照)の設置場所のコーナー付近に配置される構成部材20及び補助部材40(図2及び図5参照)のみを図示し、他の図示を省略する。
(Procedure and action of rainwater storage and penetration tank)
Next, a plurality of constituent members 20 and auxiliary members 40 (see FIGS. 2 and 5) are juxtaposed adjacent to each other and stacked in the vertical direction to form the rainwater storage and penetration tank 10 (see FIG. 1). The procedure and the operation of the above embodiment will be described with reference to FIGS. 9 to 11, only the component member 20 and the auxiliary member 40 (see FIG. 2 and FIG. 5) arranged near the corner of the installation place of the rainwater storage and penetration tank 10 (see FIG. 1) are shown. Is omitted.

まず、図9に示されるように、保護マット12上に、複数個の構成部材20を同じ向きに向けて(構成部材20の長手方向が同一方向になるように)並設させる。これらの構成部材20は、雨水貯留浸透槽10(図1参照)を形成するために積み重ねられる構成部材20の第1段(最下段)となる。ここで、互いに隣り合って並設される構成部材20の湾曲部22C同士は、互いに対向して配置される。   First, as shown in FIG. 9, a plurality of constituent members 20 are arranged side by side on the protective mat 12 so that the constituent members 20 face in the same direction (the longitudinal directions of the constituent members 20 are the same). These constituent members 20 are the first stage (bottom stage) of the constituent members 20 stacked to form the rainwater storage and penetration tank 10 (see FIG. 1). Here, the curved portions 22 </ b> C of the constituent members 20 arranged adjacent to each other are arranged to face each other.

次に、図10に示されるように、第1段(最下段)に配置される構成部材20に対して長手方向の向きを90°変えて第2段(上段)となる構成部材20を積み重ねる。図6に示されるように、本実施形態では、第2段(上段)に配置される構成部材20が、第1段(最下段)に配置される3個又は6個の構成部材20に跨るように積み重ねられて配置される。   Next, as shown in FIG. 10, the component member 20 that is the second step (upper step) is stacked by changing the orientation in the longitudinal direction by 90 ° with respect to the component member 20 that is arranged in the first step (lowermost step). . As shown in FIG. 6, in the present embodiment, the structural member 20 arranged in the second stage (upper stage) straddles three or six structural members 20 arranged in the first stage (lowermost stage). So that they are stacked.

このとき、図9に示される第1段(最下段)に配置される構成部材20の第1、第2溝部31、32に、図10に示される第2段(上段)に配置されて互いに隣接する構成部材20の側壁先端部22B、24B(図2参照)が2枚嵌入される。また、図8に示されるように、第1段(最下段)に配置される構成部材20における第2溝部32の切欠部35(図2及び図9参照)内側に、第2段(上段)の構成部材20の柱部36の下部及び底板部37が配置される。さらに、図6及び図7に示されるように、第1段(最下段)に配置される構成部材20の湾曲部22Cの上方に、第2段(上段)に配置される構成部材20の湾曲部22Cが配置されることになる。   At this time, the first and second groove portions 31 and 32 of the component member 20 arranged in the first stage (lowermost stage) shown in FIG. 9 are arranged in the second stage (upper stage) shown in FIG. Two side wall tips 22B and 24B (see FIG. 2) of adjacent component members 20 are inserted. Further, as shown in FIG. 8, the second stage (upper stage) is provided inside the notch 35 (see FIGS. 2 and 9) of the second groove 32 in the component member 20 arranged in the first stage (lowermost stage). The lower part of the column part 36 and the bottom plate part 37 of the constituent member 20 are arranged. Further, as shown in FIG. 6 and FIG. 7, the bending of the constituent member 20 arranged in the second stage (upper stage) above the bending portion 22 </ b> C of the constituent member 20 arranged in the first stage (lowermost stage). The part 22C is arranged.

標準サイズの構成部材20を本実施形態のように積み重ねた場合、図10に示される第2段(上段)には、第1段(最下段)で雨水貯留浸透槽10(図1参照)の側部を構成する構成部材20の上方に、細長の積み残し部分が発生するので、図11に示されるように、この部分にクオータサイズの補助部材40を配置する。   When the standard-sized component members 20 are stacked as in the present embodiment, the second stage (upper stage) shown in FIG. 10 has the first stage (lowermost stage) of the rainwater storage and penetration tank 10 (see FIG. 1). Since an elongated unstacked portion is generated above the component member 20 constituting the side portion, a quarter-size auxiliary member 40 is disposed in this portion as shown in FIG.

次に、図11に示される第2段(下段)に配置される標準サイズの構成部材20に対して、長手方向の向きを90°変えて第3段(上段)となる標準サイズの構成部材20を積み重ねる(図示省略)。第3段となる構成部材20の配置向きは、第1段に配置された構成部材20の配置向きと同様とされ、第1段に配置された構成部材20と、第3段に配置される構成部材20とは、平面視では同様の配置となる。   Next, with respect to the standard size component 20 arranged at the second level (lower level) shown in FIG. 11, the standard size component at the third level (upper level) is changed by 90 ° in the longitudinal direction. 20 are stacked (not shown). The arrangement direction of the constituent member 20 that is the third stage is the same as the arrangement direction of the constituent member 20 that is arranged in the first stage, and is arranged in the third stage with the constituent member 20 that is arranged in the first stage. The component member 20 has the same arrangement in plan view.

ここで、第3段(上段)で雨水貯留浸透槽10(図1参照)の側部を構成する構成部材20は、第2段(下段)に配置された標準サイズの構成部材20(図6参照)及びクオータサイズの補助部材40に跨るように積み重ねられることになる。   Here, the structural member 20 which comprises the side part of the rainwater storage penetration tank 10 (refer FIG. 1) by the 3rd stage (upper stage) is the structural member 20 (FIG. 6) of the standard size arrange | positioned at the 2nd stage (lower stage). And a quarter-sized auxiliary member 40.

以下同様に、奇数段に配置される標準サイズの構成部材20と偶数段に配置される標準サイズの構成部材20とが、交互に長手方向の向きを90°変えて積み重ねられ、偶数段に一部クオータサイズの補助部材40を配置することで、雨水貯留浸透槽10(図1参照)が形成される。   Similarly, the standard size component members 20 arranged in the odd-numbered stages and the standard size component members 20 arranged in the even-numbered stages are alternately stacked by changing the direction of the longitudinal direction by 90 °. The rainwater storage and penetration tank 10 (refer FIG. 1) is formed by arrange | positioning the auxiliary member 40 of a partial quarter size.

このように複数個の構成部材20及び補助部材40が組み立てられて形成される雨水貯留浸透槽10(図1参照)では、図7の模式図に示されるように、ガイド面122を備えた湾曲部22Cが複数組み合わされて上下方向に延びる略円筒状とされるので、バキュームホース50をガイド面122に沿わせて下部まで容易に挿入することができる。   In the rainwater storage and penetration tank 10 (see FIG. 1) formed by assembling the plurality of component members 20 and the auxiliary members 40 in this way, as shown in the schematic diagram of FIG. Since the plurality of portions 22C are combined into a substantially cylindrical shape extending in the vertical direction, the vacuum hose 50 can be easily inserted to the lower portion along the guide surface 122.

特に、本実施形態では、図2に示されるように、湾曲部22Cが、基端部22A側に向かうに従い基端部22A側から天板部26側へ向かう方向へ傾斜しているため、図7に示される湾曲部22Cに沿ってバキュームホース50を挿入した場合、下段に配置される構成部材20の天板部26の端部や湾曲部22Cの上部にバキュームホース50が引っ掛かることがないので、バキュームホース50を下部まで容易に挿入することができる。   In particular, in the present embodiment, as shown in FIG. 2, the bending portion 22C is inclined in the direction from the base end portion 22A side to the top plate portion 26 side as it goes toward the base end portion 22A side. When the vacuum hose 50 is inserted along the curved portion 22C shown in FIG. 7, the vacuum hose 50 is not caught on the end of the top plate portion 26 of the constituent member 20 arranged in the lower stage or on the upper portion of the curved portion 22C. The vacuum hose 50 can be easily inserted to the lower part.

また、湾曲部22C同士が互いに対向して配置されることで、バキュームホース50を挿入するための空間を大きく確保することが可能となる。   Moreover, it becomes possible to ensure a large space for inserting the vacuum hose 50 by arranging the curved portions 22C to face each other.

また、構成部材20及び補助部材40を積み重ねた状態で、第1溝部31の長さ方向端部付近の荷重を、湾曲部22Cが支持することになり、高応力作用部を効果的に補強できると共に、鉛直荷重に対する破壊強度が高くなる。   Further, in a state where the component member 20 and the auxiliary member 40 are stacked, the bending portion 22C supports the load in the vicinity of the end portion in the length direction of the first groove portion 31, and the high stress acting portion can be effectively reinforced. At the same time, the breaking strength against the vertical load increases.

さらに、水平荷重に対して、図2及び図5に示される第1、第2溝部31、32、補助溝部42と、側壁先端部22B、24Bと、が広範囲で面接触しながら支持すると共に、柱部36の下部及び底板部37が切欠部35に面接触しながら支持されることになるので、水平荷重に対する破壊強度が高くなると共に、湾曲部22Cの位置ずれを抑えることができる。   Furthermore, the first and second groove portions 31 and 32, the auxiliary groove portion 42 and the side wall tip portions 22B and 24B shown in FIGS. Since the lower part of the pillar part 36 and the bottom plate part 37 are supported while being in surface contact with the notch part 35, the breaking strength against a horizontal load is increased and the displacement of the curved part 22C can be suppressed.

さらにまた、図6に示されるように、上段に配置される構成部材20が、下段に配置される3個又は6個の構成部材に跨るように積み重ねられるので、構成部材20同士を互いに強く拘束させることができる。これにより、湾曲部22Cは、所定位置に確実に保持されるので、バキュームホース50の挿入容易性を維持することができる。   Furthermore, as shown in FIG. 6, the constituent members 20 arranged in the upper stage are stacked so as to straddle the three or six constituent members arranged in the lower stage, so that the constituent members 20 are strongly bound to each other. Can be made. Thereby, since the bending part 22C is reliably hold | maintained in a predetermined position, the insertion ease of the vacuum hose 50 can be maintained.

(実施形態の変形例等)
なお、上記の実施形態では、互いに隣り合って並設される構成部材20は、湾曲部22C同士が互いに対向して配置されるが、例えば、湾曲部同士を対向配置せず、湾曲部の形状を半円柱よりも円弧部の長い形状とし、その1個の湾曲部にバキュームホースを通す構成としてもよい。
(Modification of the embodiment, etc.)
In the above-described embodiment, the constituent members 20 arranged adjacent to each other are arranged such that the curved portions 22C face each other. For example, the curved portions are not placed opposite to each other, and the shape of the curved portions is not provided. It is good also as a structure which makes arc shape longer than a semi-cylinder, and lets a vacuum hose pass through the one curved part.

また、上記の実施形態では、湾曲部22Cにおける側壁先端部22Bは、折り返して湾曲させた先端部を湾曲部22Cに接近させた構成としているが、バキュームホース50(図7参照)の挿入性を考慮して、湾曲部22Cにおける側壁先端部22Bを折り返さない構成としてもよい。   Moreover, in said embodiment, although the side wall front-end | tip part 22B in the bending part 22C is set as the structure which made the front-end | tip part bent and curved approached the bending part 22C, the insertion property of the vacuum hose 50 (refer FIG. 7) is set. In consideration, the side wall tip portion 22B of the curved portion 22C may not be folded back.

また、上記実施形態では、雨水貯留浸透槽10は、構成部材20及び補助部材40が互いに隣接して複数個並設されると共に上下方向に積み重ねられながら連結されて形成されているが、構成部材同士が若干離れた状態で互いに隣り合って複数個並設されると共に上下方向に積み重ねられながら連結されて形成される構成としてもよい。   Moreover, in the said embodiment, although the rainwater storage penetration tank 10 is formed, the structural member 20 and the auxiliary member 40 are adjacently arranged in parallel and are connected while being stacked up and down. It is good also as a structure formed by connecting while adjoining mutually in the state which mutually left | separated a little, and being piled up and down and being connected.

さらに、上記実施形態では、天板部26の平面視での形状及び開口部25の形状が、縦横比1:2の略長方形とされているが、他の縦横比の略長方形、又は、ハニカム形状を含む正多角形(正六角形、正八角形等)等のような他の線対称多角形等としてもよく、その天板部に複数本設けた溝部の各中心線が天板部のいずれかの辺に平行な方向に延びて互いに交わるようにしてもよい。   Furthermore, in the said embodiment, although the shape of planar view of the top-plate part 26 and the shape of the opening part 25 are made into the substantially rectangular of aspect ratio 1: 2, it is substantially rectangular of other aspect ratio, or a honeycomb Other line-symmetric polygons such as regular polygons including shapes (regular hexagons, regular octagons, etc.), etc. may be used, and each center line of a plurality of grooves provided in the top plate portion is one of the top plate portions. You may make it extend in the direction parallel to the edge | side and cross | intersect mutually.

なお、上記実施形態では、図1に示されるように、雨水貯留浸透槽10の下部が遮水シート14上によって覆われ、上部が透水シート15によって覆われており、下部で貯留機能を果たし、上部で浸透機能を果たす場合について説明したが、雨水貯留浸透槽10の全体を遮水シート14で覆って貯留槽としたり、雨水貯留浸透槽10の全体を透水シート15で覆って浸透槽としたりしてもよい。   In addition, in the said embodiment, as FIG. 1 shows, the lower part of the rainwater storage penetration tank 10 is covered with the water-impervious sheet 14, the upper part is covered with the water-permeable sheet 15, and the storage function is achieved in the lower part. Although the case where the osmotic function is performed at the upper part has been described, the entire rainwater storage and penetration tank 10 is covered with a water shielding sheet 14 to form a storage tank, or the entire rainwater storage and penetration tank 10 is covered with a water permeable sheet 15 to form a penetration tank. May be.

本発明の実施形態に係る雨水貯留浸透槽を地中に埋設した状態を示す概略断面図である。It is a schematic sectional drawing which shows the state which embed | buried the rainwater storage penetration tank which concerns on embodiment of this invention in the ground. 本発明の実施形態に係る雨水貯留浸透槽用の構成部材(標準サイズ)を示す斜視図である。It is a perspective view which shows the structural member (standard size) for the rainwater storage penetration tank which concerns on embodiment of this invention. 本発明の実施形態に係る雨水貯留浸透槽用の構成部材(標準サイズ)を示す平面図である。It is a top view which shows the structural member (standard size) for the rainwater storage penetration tank which concerns on embodiment of this invention. 本発明の実施形態に係る雨水貯留浸透槽用の構成部材(標準サイズ)を下側から見た状態で示す斜視図である。It is a perspective view showing the constituent member (standard size) for rainwater storage penetration tank concerning the embodiment of the present invention in the state seen from the lower side. 本発明の実施形態における補助部材を示す斜視図である。It is a perspective view which shows the auxiliary member in embodiment of this invention. 本発明の実施形態に係る雨水貯留浸透槽用の構成部材を積み重ねた状態を示す平面図である。It is a top view which shows the state which piled up the structural member for rain water storage penetration tanks concerning embodiment of this invention. 本発明の実施形態に係る雨水貯留浸透槽用の構成部材を積み重ねた状態を示す模式図である。It is a schematic diagram which shows the state which accumulated the structural member for rainwater storage penetration tanks concerning embodiment of this invention. 本発明の実施形態に係る雨水貯留浸透槽用の構成部材(標準サイズ)の積み重ね状態を示す斜視図である。It is a perspective view which shows the lamination | stacking state of the structural member (standard size) for the rainwater storage penetration tank which concerns on embodiment of this invention. 本発明の実施形態に係る雨水貯留浸透槽用の構成部材を保護マット上に複数個並設させた状態を示す斜視図である。It is a perspective view which shows the state which arranged the structural member for rainwater storage penetration tanks concerning embodiment of this invention in parallel on the protection mat. 本発明の実施形態に係る雨水貯留浸透槽用の構成部材(標準サイズ)を第1段に配置される構成部材の上に積み重ねた状態を示す斜視図である。It is a perspective view which shows the state which piled up the structural member (standard size) for rainwater storage penetration tanks concerning embodiment of this invention on the structural member arrange | positioned in the 1st step. 本発明の実施形態における補助部材を第1段に配置される構成部材の上に積み重ねた状態を示す斜視図である。It is a perspective view which shows the state which accumulated the auxiliary member in embodiment of this invention on the structural member arrange | positioned at the 1st step | paragraph.

符号の説明Explanation of symbols

10 雨水貯留浸透槽
20 構成部材(雨水貯留浸透槽用の構成部材)
22 側壁部
22A 基端部
22B 側壁先端部(先端部)
22C 湾曲部
24 側壁部
24A 基端部
24B 側壁先端部(先端部)
26 天板部
26A 第1溝板部(溝板部)
26B 第2溝板部(溝板部)
31 第1溝部(溝部)
32 第2溝部(溝部)
122 ガイド面
10 rainwater storage and penetration tank 20 component (component for rainwater storage and penetration tank)
22 Side wall part 22A Base end part 22B Side wall tip part (tip part)
22C Bending part 24 Side wall part 24A Base end part 24B Side wall tip part (tip part)
26 Top plate portion 26A First groove plate portion (groove plate portion)
26B Second groove plate (groove plate)
31 1st groove part (groove part)
32 Second groove (groove)
122 Guide surface

Claims (3)

先端部が開口部とされた筒状の側壁部と、
前記側壁部の基端部同士を連結する天板部と、
前記天板部の一部であって、前記側壁部の先端部を嵌入可能な溝部が形成された溝板部と、
前記側壁部の一部であって、内向きに湾曲して前記基端部側から前記先端部側へ案内するガイド面を備えた湾曲部と、
を有する雨水貯留浸透槽用の構成部材が、互いに隣り合って複数個並設されると共に上下方向に積み重ねられ、下段に配置される前記構成部材の前記溝部に、上段に配置される前記構成部材の前記側壁部の先端部が嵌入され、下段に配置される前記構成部材の前記湾曲部の上方に、上段に配置される前記構成部材の前記湾曲部が配置されることを特徴とする雨水貯留浸透槽
A cylindrical side wall with an opening at the tip,
A top plate connecting the base ends of the side walls;
A groove plate part that is a part of the top plate part and in which a groove part into which a tip part of the side wall part can be inserted is formed,
A curved portion that is a part of the side wall portion and includes a guide surface that curves inward and guides from the proximal end side to the distal end side;
The components for rain water storage impregnation vessel that have a, stacked vertically with the plurality arranged next to each other, in the groove of the components which are arranged in the lower stage are arranged in the upper The distal end of the side wall portion of the component member is fitted, and the curved portion of the component member disposed in the upper stage is disposed above the curved portion of the component member disposed in the lower stage. Rainwater storage and penetration tank .
前記湾曲部は、前記基端部側に向かうに従い前記基端部側から前記天板部側へ向かう方向へ傾斜することを特徴とする請求項1記載の雨水貯留浸透槽The rainwater storage and infiltration tank according to claim 1, wherein the curved portion is inclined in a direction from the base end side toward the top plate part side toward the base end side. 互いに隣り合って並設される前記構成部材は、前記湾曲部同士が互いに対向して配置されることを特徴とする請求項1又は請求項2に記載の雨水貯留浸透槽。 The rainwater storage and infiltration tank according to claim 1 or 2, wherein the constituent members arranged next to each other are arranged such that the curved portions face each other.
JP2006163915A 2006-06-13 2006-06-13 Rainwater storage and penetration tank Expired - Fee Related JP4908937B2 (en)

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JP4380005B2 (en) * 1999-04-19 2009-12-09 昌平 千田 Block structure
JP4435393B2 (en) * 2000-08-29 2010-03-17 慎一郎 林 Tomori method
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