JP2006124990A - Rain water seepage pit and filter for rain water seepage pit - Google Patents

Rain water seepage pit and filter for rain water seepage pit Download PDF

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JP2006124990A
JP2006124990A JP2004312515A JP2004312515A JP2006124990A JP 2006124990 A JP2006124990 A JP 2006124990A JP 2004312515 A JP2004312515 A JP 2004312515A JP 2004312515 A JP2004312515 A JP 2004312515A JP 2006124990 A JP2006124990 A JP 2006124990A
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filter
rainwater
inner filter
outer filter
rain water
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JP4439374B2 (en
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Teiichi Goto
禎一 後藤
Shinzaburo Oshimo
新三郎 大霜
Takashi Shioda
剛史 塩田
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Kubota CI Co Ltd
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Kubota CI Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To save labor for maintenance by extending intervals in which solid matters are removed from a filter for rain water seepage pint while a maintenance function for easily taking out an inner filter 12 is utilized since rain water efficiently flows from the inner filter 12 to an outer filter 14 and the solid matters are accumulated not only in the inner filter 12 but also between the inner filter 12 and the outer filter 14. <P>SOLUTION: This filter 10 for the rain water seepage pit is formed by stacking the inner filter 12 in the outer filter 14. The height of the inner filter 12 is lower than the height of the outer filter 14, and a clearance is formed between the upper end of the inner filter 12 and the upper end of the outer filter 14. The solid matters contained in the rain water is removed first by the inner filter 12. Then, when the inside of the inner filter 12 is filled with the solid matters, the rain water flows into the outer filter 14 through the clearance, namely, an overflow passage 34, and the solid matters are removed by the outer filter 14. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、雨水浸透ますおよび雨水浸透ます用フィルタに関し、特にたとえば、雨水を地中に浸透させるだけでなく、雨水から落ち葉や土砂などごみを除去する機能も備える、雨水浸透ますおよび雨水浸透ます用フィルタに関する。   The present invention relates to a filter for rainwater infiltration and rainwater infiltration, and more particularly, for example, not only does rainwater penetrate into the ground, but also has a function of removing debris such as fallen leaves and earth and sand from rainwater. Related to filters.

従来の雨水浸透ますおよび雨水浸透ます用フィルタの一例が、非特許文献1に開示されている。この非特許文献1の浸透ますは泥溜めますと連通し、泥溜めますの中にかごおよびゴミ取りバケツが取り付けられている。ごみを含んだ雨水はまず泥溜めますの中に入り、ゴミ取りバケツおよびかごを通過する。ごみは主にゴミ取りバケツにより捕らえられて、ごみが取り除かれた雨水は浸透ますへ流入する。このため、ゴミ取りバケツにごみが詰まると浸透ますの浸透能力が低下してしまうため、定期的または大雨の後などにゴミ取りバケツの掃除や点検などをする必要がある。
財団法人 下水道新技術推進機構「下水道雨水浸透技術マニュアル―2001年6月―」第4節「浸透ます等」の構造、図4−7目づまり防止対策(泥溜めます併設例)(79)
Non-patent document 1 discloses an example of a conventional rainwater infiltration mask and rainwater infiltration filter. In this non-patent document 1, the penetrating mast communicates with the mud pool, and a basket and a dust collecting bucket are attached to the mud pool. The rainwater containing the garbage first enters the mud pool and passes through the garbage bucket and basket. Garbage is mainly captured by the garbage bucket, and the rainwater from which the garbage has been removed flows into the permeate. For this reason, if the garbage collection bucket is clogged with dust, the penetration capacity of the penetration will decrease. Therefore, it is necessary to clean or check the garbage collection bucket periodically or after heavy rain.
Sewerage New Technology Promotion Organization “Sewer Rainwater Penetration Technology Manual-June 2001-” Structure of Section 4 “Penetration Masu, etc.”, Figure 4-7 Measures to prevent clogging (Example of mud accumulation) (79)

非特許文献1の従来技術では、主にかごと独立している容積の小さなゴミ取りバケツにより雨水からごみを除去するため、すぐにゴミ取りバケツが一杯になってゴミ取りバケツの目が詰まってしまい、泥溜めますの掃除や点検など維持管理を頻繁にしなければならない。特に、台風や集中豪雨など大雨が降る時期には、これらの掃除や点検などをさらに頻繁に行う必要がある。   In the prior art of Non-Patent Document 1, since garbage is removed from rainwater mainly by a small-sized garbage collection bucket that is independent of the car, the garbage collection bucket becomes full immediately and the eyes of the garbage collection bucket are clogged. Therefore, maintenance such as cleaning and inspection of the mud pool must be done frequently. In particular, during heavy rains such as typhoons and torrential rains, it is necessary to perform cleaning and inspection more frequently.

それゆえに、この発明の主たる目的は、維持管理の省力化を図る、雨水浸透ますおよび雨水浸透ます用フィルタを提供することである。   Therefore, a main object of the present invention is to provide a rainwater permeation filter and a rainwater permeation filter for saving labor for maintenance.

請求項1の発明は、外側フィルタの中に少なくとも1つの内側フィルタを重ねた雨水浸透ます用フィルタであって、内側フィルタの上部に外側フィルタへのオバーフロー流路を形成した、雨水浸透ます用フィルタである。   The invention according to claim 1 is a rainwater infiltration filter in which at least one inner filter is stacked in an outer filter, and an overflow passage to the outer filter is formed in the upper part of the inner filter. It is.

請求項1の発明では、雨水に含まれたごみなどの固形物は内側フィルタで除去されて、雨水は内側フィルタを通過する。続いて、雨水は外側フィルタを通過して、雨水浸透ますへ流入する。   In the first aspect of the invention, solid matters such as dust contained in the rainwater are removed by the inner filter, and the rainwater passes through the inner filter. Subsequently, the rainwater passes through the outer filter and flows into the rainwater infiltrate.

そして、内側フィルタに固形物が溜まると、雨水は固形物とともに内側フィルタのオバーフロー流路を通って、外側フィルタへ流入する。そこで、内側フィルタと同様に、ごみは外側フィルタで除去され、雨水は外側フィルタを通過する。   When the solid matter accumulates in the inner filter, the rainwater flows into the outer filter together with the solid matter through the overflow passage of the inner filter. Therefore, as with the inner filter, dust is removed by the outer filter, and rainwater passes through the outer filter.

このように、ごみの量が少なく内側フィルタだけにごみが溜められている場合には外側フィルタの上に重ねられた内側フィルタだけを取り出せばよい。   In this way, when the amount of dust is small and dust is collected only in the inner filter, it is only necessary to take out the inner filter superimposed on the outer filter.

また、ごみの量が多く内側フィルタがごみで満たされると、内側フィルタに設けたオバーフロー流路により雨水に含まれるごみは外側フィルタでも除去されるため、ごみ除去可能容積は増加する。   Further, when the amount of dust is large and the inner filter is filled with dust, the dust contained in the rainwater is also removed by the outer filter by the overflow flow path provided in the inner filter, so that the dust removal capacity increases.

これにより、内側フィルタを簡易に取り出すことのできる維持管理機能を活かしたまま、ごみが雨水浸透ます用フィルタに満たされるまでの時間を延ばすことが可能となり、延いては雨水浸透ますを維持管理する作業の間隔を延ばすことができ、維持管理の省力化につながる。   This makes it possible to extend the time it takes for the wastewater to penetrate into the rainwater infiltration filter while taking advantage of the maintenance function that allows the inner filter to be easily removed. Work intervals can be extended, leading to labor savings in maintenance.

請求項2の発明は、外側フィルタの孔の大きさは内側フィルタの孔の大きさより小さい、請求項1記載の雨水浸透ます用フィルタである。   The invention according to claim 2 is the rainwater infiltration filter according to claim 1, wherein the size of the hole of the outer filter is smaller than the size of the hole of the inner filter.

請求項2の発明では、内側フィルタによりある程度大き目の固定物を除去しながら流路を確保し、外側フィルタにより小さな固定物まで除去する。   According to the second aspect of the present invention, the flow path is secured while removing a certain amount of fixed objects by the inner filter, and even small fixed objects are removed by the outer filter.

請求項3の発明は、請求項1または2記載の雨水浸透ます用フィルタを設けた、雨水浸透ますである。   According to a third aspect of the present invention, there is provided a rainwater-permeating apparatus provided with the rainwater-permeating filter according to the first or second aspect.

請求項3の発明では、請求項1または2の発明と同様の作用を示す。   The invention of claim 3 exhibits the same action as that of the invention of claim 1 or 2.

この発明によれば、内側フィルタにオバーフロー流路を設けることにより、雨水浸透ますの維持管理の省力化を図る
この発明の上述の目的,その他の目的,特徴および利点は、図面を参照して行う以下の実施例の詳細な説明から一層明らかとなろう。
According to the present invention, by providing an overflow passage in the inner filter, it is possible to save labor in maintaining rainwater infiltration. The above object, other objects, features, and advantages of the present invention will be described with reference to the drawings. It will become more apparent from the detailed description of the following examples.

図1に示すこの発明の一実施例である雨水浸透ます用フィルタ10は内側フィルタ12および外側フィルタ14を備え、これらを重ねて雨水浸透ます16の中に取り付けられる。たとえば、雨水浸透ます16が、ごみ除去用ます18と雨水浸透用ます20とを接続管22で連通し、雨水浸透用ます20に有孔管24を接続したものである場合、雨水浸透ます用フィルタ10はごみ除去用ます18内に設けられる。   A rainwater infiltration filter 10 according to an embodiment of the present invention shown in FIG. 1 includes an inner filter 12 and an outer filter 14, and these are stacked and mounted in a rainwater infiltration tank 16. For example, when the rainwater penetration mast 16 is connected to the dust removal mast 18 and the rainwater permeation mast 20 via the connecting pipe 22 and the perforated tube 24 is connected to the rainwater permeation mast 20, the rainwater permeation mast 16 is used. The filter 10 is provided in a dust removal depot 18.

図2に示す内側フィルタ12はたとえば、筒状の側壁に底面を設けた容器であり、側壁および底面に多数の小さな孔26が設けられる。射出形成または孔の開いていない側壁および底面に二次加工で孔26を開けて形成される。内側フィルタ12の上端にコ字型の把手28が取り付けられる。把手28の長さFは、図3に示すように、内側フィルタ12の外径Diと等しい。   The inner filter 12 shown in FIG. 2 is, for example, a container having a bottom surface on a cylindrical side wall, and a large number of small holes 26 are provided on the side wall and the bottom surface. The hole 26 is formed by injection processing or by secondary processing on the side wall and bottom surface where the hole is not opened. A U-shaped handle 28 is attached to the upper end of the inner filter 12. The length F of the handle 28 is equal to the outer diameter Di of the inner filter 12 as shown in FIG.

図2に示す外側フィルタ14は内側フィルタ12と相似形の筒状の側壁に底を設けた容器であり、側壁および底面に多数の小さな孔30が形成される。孔30の大きさは内側フィルタ12の孔の大きさ26より小さい。   The outer filter 14 shown in FIG. 2 is a container provided with a bottom on a cylindrical side wall similar to the inner filter 12, and a large number of small holes 30 are formed on the side wall and the bottom surface. The size of the hole 30 is smaller than the size 26 of the hole of the inner filter 12.

図3に示すように、外側フィルタ14の内径Deは内側フィルタ12の外径Diより大きいため、内側フィルタ12は外側フィルタ14の中に入り、内側フィルタ12と外側フィルタ14との間に間隙(De−Di)が形成される。外側フィルタ14の外径Doはごみ除去用ます18の内法の幅Wおよび長さLの内の小さい方より小さく、外側フィルタ14はごみ除去用ます18の中に入り、外側フィルタ14とごみ除去用ます18との間に間隙が形成される。   As shown in FIG. 3, since the inner diameter De of the outer filter 14 is larger than the outer diameter Di of the inner filter 12, the inner filter 12 enters the outer filter 14, and a gap (between the inner filter 12 and the outer filter 14 ( De-Di) is formed. The outer diameter Do of the outer filter 14 is smaller than the smaller one of the inner width W and the length L of the dust removing mast 18, and the outer filter 14 enters the dust removing mast 18, and the outer filter 14 and the dust are removed. A gap is formed between the removal mast 18.

図1に示すように、外側フィルタ14の高さHcは内側フィルタ12の高さHbより大きいため、外側フィルタ14の中に内側フィルタ12を入れると、外側フィルタ14の上端と内側フィルタ12の上端との間に間隙(Hc−Hb)が形成される。この間隙は後述するオバーフロー流路34として利用される。   As shown in FIG. 1, since the height Hc of the outer filter 14 is larger than the height Hb of the inner filter 12, when the inner filter 12 is inserted into the outer filter 14, the upper end of the outer filter 14 and the upper end of the inner filter 12 are set. A gap (Hc-Hb) is formed between the two. This gap is used as an overflow channel 34 described later.

また、内側フィルタ12の高さHbと把手28の高さHgとを合わせた高さは、外側フィルタ14の高さHcより大きいため、把手28は外側フィルタ14の上端から出る。   Further, since the total height of the height Hb of the inner filter 12 and the height Hg of the handle 28 is larger than the height Hc of the outer filter 14, the handle 28 comes out from the upper end of the outer filter 14.

図2に示す固定プレート36は板状で、そのほぼ中央に円形の孔38が形成される。図3に示すように、孔38の径Dpは外側フィルタ14の内径Deより小さいため、図1に示すように孔38の外側で固体プレート36の下面に接着剤や留具などの任意の取り付け手段で外側フィルタ14の上端が取り付けられ、固体プレート36と外側フィルタ14とは結合される。また、図3に示すように、孔38の径Dpは内側フィルタ12の外径Diおよび把手28の長さFより少し大きいため、図4に示すように、固体プレート36の孔38から内側フィルタ12を通して外側フィルタ14の中に入れ、把手28は固定プレート36の孔38の中に嵌まる。この孔38と把手28との隙間が小さいため、把手28は内側フィルタ12のずれ防止ガイドとしても利用される。   The fixed plate 36 shown in FIG. 2 is plate-shaped, and a circular hole 38 is formed in the approximate center thereof. As shown in FIG. 3, since the diameter Dp of the hole 38 is smaller than the inner diameter De of the outer filter 14, as shown in FIG. 1, any attachment of adhesive, fasteners, etc. on the lower surface of the solid plate 36 outside the hole 38. The upper end of the outer filter 14 is attached by means, and the solid plate 36 and the outer filter 14 are joined. Also, as shown in FIG. 3, the diameter Dp of the hole 38 is slightly larger than the outer diameter Di of the inner filter 12 and the length F of the handle 28. Therefore, as shown in FIG. 12 and into the outer filter 14, the handle 28 fits into the hole 38 of the stationary plate 36. Since the gap between the hole 38 and the handle 28 is small, the handle 28 is also used as a guide for preventing the displacement of the inner filter 12.

また、図1に示すように、外側フィルタ14の高さHcは、ごみ除去用ます18の底面からその側壁に設けられた段差18aまでの高さにほぼ等しいため、固体プレート36が取り付けられた外側フィルタをごみ除去用ます18内に入れると、固体プレート36は段差18aに引っ掛かり、外側フィルタ14の底面はごみ除去用ますの底面に接する。   Further, as shown in FIG. 1, the height Hc of the outer filter 14 is substantially equal to the height from the bottom surface of the dust removal mast 18 to the step 18a provided on the side wall thereof, so that the solid plate 36 is attached. When the outer filter is placed in the dust removal basin 18, the solid plate 36 is caught by the step 18a, and the bottom surface of the outer filter 14 is in contact with the bottom surface of the dust removal basin.

このように組み立てた内側フィルタ12および固定プレート36が取り付けられた外側フィルタ14を雨水浸透ます16のごみ除去用ます18内に入れて、ごみ除去用ます18の蓋40を閉める。   The inner filter 12 assembled in this way and the outer filter 14 to which the fixing plate 36 is attached are placed in the rain removal penetrable scum 18 to close the rain filter 18 lid 40.

ごみ除去用ます18の蓋40には孔42が開いており、雨が降ったりすると、雨水は落ち葉やごみなど固形物を含みながら、蓋40の孔42からごみ除去用ます18の中へ流入する。そして、固定物を含んだ雨水は固定プレート36の孔38を通って内側フィルタ12へ流れ込む。この内側フィルタ12である程度の大きさの固形物は除去されて、内側フィルタ12の孔26より小さな固形物および雨水は内側フィルタ12を通過する。続いて雨水は外側フィルタ14も通過するが、小さな固形物は外側フィルタ14で除去される。それから、雨水は接続管22を通り雨水浸透用ます20内に流入して、たとえば有孔管24などを介して地中に浸透する。   A hole 42 is opened in the lid 40 of the dust removal muffler. When it rains, rainwater flows into the dust removal mound 18 from the hole 42 of the lid 40 while containing solid matter such as fallen leaves and dust. To do. The rainwater containing the fixed material flows into the inner filter 12 through the hole 38 of the fixed plate 36. Solid matter of a certain size is removed by the inner filter 12, and solid matter and rainwater smaller than the holes 26 of the inner filter 12 pass through the inner filter 12. Subsequently, rainwater also passes through the outer filter 14, but small solids are removed by the outer filter 14. Then, the rainwater passes through the connecting pipe 22 and flows into the rainwater penetration 20 and permeates into the ground through, for example, the perforated pipe 24.

この内側フィルタ12に固形物が溜まると、雨水は内側フィルタ12を通過することができなくなって、内側フィルタ12の上端からオバーフローする。そして、内側フィルタ12は外側フィルタ14より低いため、雨水は固形物とともに内側フィルタ12の上に設けられたオバーフロー流路34を通って外側フィルタ14へ流入する。このとき、大量の雨水がごみ除去用ます18に一気に流れ込むような場合でも、外側フィルタ14の上端は固定プレート36により蓋をされているため、固形物は外側フィルタ14の上端から溢れ出てごみ除去用ます18に入ることなく、雨水はオバーフロー流路34を通って外側フィルタ14へ流入する。   When solid matter accumulates in the inner filter 12, rainwater cannot pass through the inner filter 12 and overflows from the upper end of the inner filter 12. Since the inner filter 12 is lower than the outer filter 14, the rainwater flows into the outer filter 14 through the overflow passage 34 provided on the inner filter 12 together with the solid matter. At this time, even when a large amount of rainwater flows into the debris removal device 18 at once, the upper end of the outer filter 14 is covered with the fixing plate 36, so that the solid matter overflows from the upper end of the outer filter 14 and becomes garbage. Without entering the removal trough 18, rainwater flows into the outer filter 14 through the overflow channel 34.

雨水が外側フィルタ14内に流入すると、内側フィルタ12と同様に、固形物は外側フィルタ14で除去され、外側フィルタ14と内側フィルタ12との間に溜められる。そして、雨水は外側フィルタ14を通過して、接続管22を通り雨水浸透用ます20へ流入し、地中に浸透する。   When rainwater flows into the outer filter 14, like the inner filter 12, the solid matter is removed by the outer filter 14 and collected between the outer filter 14 and the inner filter 12. Then, the rainwater passes through the outer filter 14, passes through the connecting pipe 22 and flows into the rainwater infiltration gas 20 and permeates into the ground.

雨水浸透ます16の維持管理においては、ごみ除去用ます18の蓋40を開けて、内側フィルタ12の把手28を取ってごみ除去用ます18から内側フィルタ12を取り出す。このとき、外側フィルタ14の中の様子を見て、固形物があまり入っていないようなら、内側フィルタ12内の固形物だけを取り除いて、内側フィルタ12を元に戻す。一方、外側フィルタ14の中にも固形物が溜まっているようなら、固定プレート36を引き上げることにより外側フィルタ14を取り出して、外側フィルタ14内の固形物を取り除く。そして、取り除けたら、外側フィルタ14、内側フィルタ12の順番でごみ除去用ます18内に戻す。   In the maintenance and management of the rainwater infiltration mass 16, the lid 40 of the dust removal mast 18 is opened, the handle 28 of the inner filter 12 is taken out, and the inner filter 12 is taken out from the dust removal mast 18. At this time, when the state in the outer filter 14 is observed and solid matter does not appear to be contained, only the solid matter in the inner filter 12 is removed, and the inner filter 12 is returned to its original state. On the other hand, if solid matter is accumulated in the outer filter 14, the outer filter 14 is taken out by pulling up the fixing plate 36, and the solid matter in the outer filter 14 is removed. And if it removes, it will return in the waste removal waste 18 in order of the outer side filter 14 and the inner side filter 12.

このように、内側フィルタ12にオバーフロー流路34を設けることにより、雨水は内側フィルタ12から外側フィルタ14へ効率良く流入する。そして、雨水に含まれる固形物は内側フィルタ12および外側フィルタ14で除去されるため、内側フィルタ12内だけでなく、内側フィルタ12と外側フィルタ14との間隙に固形物を溜めておくことができる。このため、雨水浸透ます用フィルタ10に固形物が満たされるまでの時間が延び、雨水浸透ます16を維持管理する作業の間隔を延ばすことができる。   Thus, by providing the overflow flow path 34 in the inner filter 12, rainwater efficiently flows from the inner filter 12 to the outer filter 14. Since the solid matter contained in the rainwater is removed by the inner filter 12 and the outer filter 14, the solid matter can be stored not only in the inner filter 12 but also in the gap between the inner filter 12 and the outer filter 14. . For this reason, the time until the rainwater permeation filter 10 is filled with solid matter is extended, and the interval of the work for maintaining and managing the rainwater permeation mass 16 can be extended.

そして、内側フィルタ12の底面を外側フィルタ14の底面に着け、外側フィルタ14の底面を内側フィルタ12の底面に着けることにより、内側フィルタ12および外側フィルタ14の下側に余計なスペースを作らず、内側フィルタ12および外側フィルタ14は最大限大きくされるため、内側フィルタ12および外側フィルタ14へ多くの固形物を溜められ、雨水浸透ます16を維持管理する作業の間隔はさらに延長される。   Then, by attaching the bottom surface of the inner filter 12 to the bottom surface of the outer filter 14 and attaching the bottom surface of the outer filter 14 to the bottom surface of the inner filter 12, no extra space is created below the inner filter 12 and the outer filter 14, Since the inner filter 12 and the outer filter 14 are enlarged as much as possible, a large amount of solid matter is accumulated in the inner filter 12 and the outer filter 14, and the interval of the operation for maintaining the rainwater infiltration unit 16 is further extended.

また、内側フィルタ12の把手28は固定プレート36の孔で固定されて、内側フィルタ12の位置はずれず、しかも内側フィルタ12の周りは固定プレート36で蓋をされているため、雨水は内側フィルタ12にまず流入する。これにより、ごみ除去用ます18へ流入する固形物の量が少ない場合には、内側フィルタ12の固形物だけ除去すればよい。   Further, since the handle 28 of the inner filter 12 is fixed by the hole of the fixing plate 36, the position of the inner filter 12 is not shifted, and the periphery of the inner filter 12 is covered with the fixing plate 36. First flows in. As a result, when the amount of solid matter flowing into the waste removal mass 18 is small, only the solid matter in the inner filter 12 has to be removed.

そして、内側フィルタ12の把手28を利用すれば、簡単に内側フィルタ12をごみ除去用ます18から取り出せ、雨水浸透ます16の維持管理がし易い。   If the handle 28 of the inner filter 12 is used, the inner filter 12 can be easily taken out from the debris removal device 18 and the rainwater permeation filter 16 can be easily maintained.

さらに、外側フィルタ14の孔30の大きさを内側フィルタ12の孔26の大きさより小さくすることにより、内側フィルタ12である程度大き目の固定物を除去しながら流路を確保し、外側フィルタ14により小さな固定物まで除去できる。   Furthermore, by making the size of the hole 30 of the outer filter 14 smaller than the size of the hole 26 of the inner filter 12, a flow path is secured while removing the fixed material that is somewhat large by the inner filter 12, and the outer filter 14 is smaller. Even fixed objects can be removed.

なお、内側フィルタ12を外側フィルタ14の中に1つ設けたが、内側フィルタ12を複数設けることもできる。   Although one inner filter 12 is provided in the outer filter 14, a plurality of inner filters 12 may be provided.

さらに、外側フィルタ14の高さHcを、ごみ除去用ます18の底面から段差18aまでの高さにほぼ等しくしたが、ごみ除去用ます18の底面から段差18aまでの高さより低くしてもよい。この場合、外側フィルタをごみ除去用ます18内に入れ、固体プレート36を段差18aに引っ掛けると、外側フィルタ14の底面とごみ除去用ます18の底面との間に空間が形成される。   Furthermore, the height Hc of the outer filter 14 is substantially equal to the height from the bottom surface of the dust removal mast 18 to the step 18a, but may be lower than the height from the bottom surface of the dust removal mast 18 to the step 18a. . In this case, when the outer filter is put in the dust removal basin 18 and the solid plate 36 is hooked on the step 18 a, a space is formed between the bottom surface of the outer filter 14 and the bottom surface of the dust removal basin 18.

その外側フィルタ14の底面に脚部を取り付けることもできる。ごみ除去用ます18の高さに合わせた長さの脚部を外側フィルタ14に取り付けたり、外側フィルタ14から脚部を取り外したりすることにより、雨水浸透ます用フィルタ10の高さをごみ除去用ます18の高さに対応させることができる。   Legs can be attached to the bottom surface of the outer filter 14. The height of the rainwater permeation filter 10 is removed by attaching a leg having a length corresponding to the height of the waste removal mast 18 to the outer filter 14 or by removing the leg from the outer filter 14. It can be made to correspond to 18 heights.

そして、外側フィルタ14の上部の孔30の大きさを大きくして、この孔30を緊急対応用孔として使用することもできる。   And the magnitude | size of the hole 30 of the upper part of the outer side filter 14 can be enlarged, and this hole 30 can also be used as an emergency response hole.

図5に示すこの発明の他の実施例である雨水浸透ます用フィルタ10は、図1に示す雨水浸透ます用フィルタ10とほぼ同じであるが、内側フィルタ44の形状が異なる。これ以外の部分に関しては図1実施例の示す雨水浸透ます用フィルタ10と同様であるため、説明は省略する。   A rainwater infiltration filter 10 according to another embodiment of the present invention shown in FIG. 5 is substantially the same as the rainwater infiltration filter 10 shown in FIG. 1, but the shape of the inner filter 44 is different. The other parts are the same as the rainwater infiltration filter 10 shown in the embodiment of FIG.

図6に示す内側フィルタ44はたとえば、筒状の側壁に底面を設けた容器であり、側壁および底面に多数の小さな孔26が設けられる。上端に鍔46が設けられ、内側フィルタ44の側壁の上部に内側フィルタ44の孔26より大きな孔48が形成される。   The inner filter 44 shown in FIG. 6 is, for example, a container having a bottom surface on a cylindrical side wall, and a large number of small holes 26 are provided on the side wall and the bottom surface. A flange 46 is provided at the upper end, and a hole 48 larger than the hole 26 of the inner filter 44 is formed in the upper part of the side wall of the inner filter 44.

図5に示すように、内側フィルタ44の外径Diは外側フィルタ14の内径Deより小さく、内側フィルタ44は外側フィルタ14の中に入る。そして、内側フィルタ44の高さHjは、外側フィルタ14の高さHcに固定プレート36の厚みHpを足した高さ以下である。このため、固定プレート36を取り付けた外側フィルタ14の中に内側フィルタ44を入れると、固定プレート36の上に内側フィルタ44の鍔46が載る。つまり、固定プレート36と内側フィルタ44の鍔46との間に隙間ができない。   As shown in FIG. 5, the outer diameter Di of the inner filter 44 is smaller than the inner diameter De of the outer filter 14, and the inner filter 44 enters the outer filter 14. The height Hj of the inner filter 44 is equal to or lower than the height Hc of the outer filter 14 plus the thickness Hp of the fixed plate 36. For this reason, when the inner filter 44 is inserted into the outer filter 14 to which the fixed plate 36 is attached, the flange 46 of the inner filter 44 is placed on the fixed plate 36. That is, there is no gap between the fixed plate 36 and the flange 46 of the inner filter 44.

雨水浸透ます16のごみ除去用ます18内に固体プレート36が取り付けられた外側フィルタを入れて、固体プレート36をごみ除去用ます18の側壁に設けられた段差18aに引っ掛かけ、外側フィルタ14の底面をごみ除去用ますの底面に当接させる。次に、固定プレート36の孔38から外側フィルタ14内に内側フィルタ44を入れて、ごみ除去用ます18の蓋40を閉める。   An outer filter having a solid plate 36 attached thereto is placed in a rainwater infiltration trough 16 for removing dust 18, and the solid plate 36 is hooked on a step 18 a provided on the side wall of the dust removing mast 18. The bottom of the abuts against the bottom of the debris removal. Next, the inner filter 44 is inserted into the outer filter 14 from the hole 38 of the fixing plate 36, and the lid 40 of the dust removal waste 18 is closed.

固形物を含んだ雨水は蓋40の孔42からごみ除去用ます18の中へ流入して、内側フィルタ44内へ流れ込む。固形物は内側フィルタ44で除去されて、雨水は内側フィルタ44および外側フィルタ14を通過する。   The rainwater containing the solid material flows into the dust removing tub 18 from the hole 42 of the lid 40 and flows into the inner filter 44. Solid matter is removed by the inner filter 44, and rainwater passes through the inner filter 44 and the outer filter 14.

そして、内側フィルタ44に固形物が溜まると、内側フィルタ44の上部に設けられた大き目の孔48、つまりオバーフロー流路を通って外側フィルタ14へ流入する。外側フィルタ14では内側フィルタ44と同様に、固形物は外側フィルタ14で除去され、外側フィルタ14と内側フィルタ44との間に溜められて、雨水は外側フィルタ14を通過して、浸透ますなどで地中に浸透する。   When solid matter accumulates in the inner filter 44, it flows into the outer filter 14 through a large hole 48 provided in the upper portion of the inner filter 44, that is, an overflow flow path. In the outer filter 14, like the inner filter 44, solids are removed by the outer filter 14, and are collected between the outer filter 14 and the inner filter 44, and rainwater passes through the outer filter 14 and permeates. Penetrates into the ground.

この発明の一実施例の雨水浸透ます用フィルタを雨水浸透ますに取り付けた状態を示す断面図である。It is sectional drawing which shows the state which attached the filter for rain water osmosis masu of one Example of this invention to the rain water osmosis | permeation masu. 固定プレート、内側フィルタおよび外側フィルタを示す斜視図である。It is a perspective view which shows a fixed plate, an inner side filter, and an outer side filter. 雨水浸透ます用フィルタを雨水ます内に入れた状態を示す上面の平面図である。It is a top view of the upper surface which shows the state which put the filter for rainwater penetration masu in the rainwater masu. 固定プレート、内側フィルタおよび外側フィルタを重ねて雨水浸透ます用フィルタを形成した状態を示す斜視図である。It is a perspective view which shows the state which formed the filter for rain water permeation | superposition through the fixing plate, the inner side filter, and the outer side filter. この発明の他の実施例の雨水浸透ます用フィルタを雨水ますに取り付けた状態を示す断面図である。It is sectional drawing which shows the state which attached the filter for rainwater osmosis masu of the other Example of this invention to the rainwater masu. 図5実施例の雨水浸透ます用フィルタに用いられる内側フィルタを示す斜視図である。5 is a perspective view showing an inner filter used for the rainwater infiltration filter of the embodiment.

符号の説明Explanation of symbols

10…雨水浸透ます用フィルタ
12…内側フィルタ
14…外側フィルタ
16…雨水浸透ます
26…内側フィルタの孔
30…外側フィルタの孔
34、48…オバーフロー流路
DESCRIPTION OF SYMBOLS 10 ... Filter for rain water penetration 12 ... Inner filter 14 ... Outer filter 16 ... Rain water penetration 26 ... Inner filter hole 30 ... Outer filter hole 34, 48 ... Overflow flow path

Claims (3)

外側フィルタの中に少なくとも1つの内側フィルタを重ねた雨水浸透ます用フィルタであって、
前記内側フィルタの上部に前記外側フィルタへのオバーフロー流路を形成した、雨水浸透ます用フィルタ。
A rainwater infiltration filter having at least one inner filter stacked in an outer filter,
A rainwater permeating filter in which an overflow flow path to the outer filter is formed on the inner filter.
前記外側フィルタの孔の大きさは前記内側フィルタの孔の大きさより小さい、請求項1記載の雨水浸透ます用フィルタ。   The rainwater infiltration filter according to claim 1, wherein a size of a hole of the outer filter is smaller than a size of a hole of the inner filter. 請求項1または2記載の雨水浸透ます用フィルタを設けた、雨水浸透ます。   Rainwater infiltration with the rainwater infiltration filter according to claim 1 or 2.
JP2004312515A 2004-10-27 2004-10-27 Rainwater penetration and debris removal Active JP4439374B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021159013A (en) * 2020-03-31 2021-10-11 Jfe建材株式会社 Channel structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021159013A (en) * 2020-03-31 2021-10-11 Jfe建材株式会社 Channel structure
JP7402106B2 (en) 2020-03-31 2023-12-20 Jfe建材株式会社 waterway structure

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