JPH0133197Y2 - - Google Patents

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Publication number
JPH0133197Y2
JPH0133197Y2 JP11830986U JP11830986U JPH0133197Y2 JP H0133197 Y2 JPH0133197 Y2 JP H0133197Y2 JP 11830986 U JP11830986 U JP 11830986U JP 11830986 U JP11830986 U JP 11830986U JP H0133197 Y2 JPH0133197 Y2 JP H0133197Y2
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JP
Japan
Prior art keywords
wastewater
drainage
pipe
soil
stand
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP11830986U
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Japanese (ja)
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JPS6325195U (en
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Priority to JP11830986U priority Critical patent/JPH0133197Y2/ja
Publication of JPS6325195U publication Critical patent/JPS6325195U/ja
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Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、汚水などの各種排水を土壌中に浸
潤、拡散させて土壌中の微生物の作用、土壌への
吸着、濾過作用などを利用して、排水を浄化させ
る排水浄化構造体に関するものである。
[Detailed explanation of the invention] [Industrial application field] This invention infiltrates and diffuses various wastewater such as sewage into the soil and utilizes the action of microorganisms in the soil, adsorption to the soil, filtration action, etc. The present invention relates to a wastewater purification structure that purifies wastewater.

(従来の技術〕 従来、不織布フイルターからなる筒状体側面
に、不織布フイルターからなる肉薄の翼片を突出
形成させるとともに、筒状体の底部に不透水性シ
ートを添接させることにより、土壌中に管軸方向
を水平にして埋設され筒状体の筒内に供給された
排水が、いわゆる「水みち」(筒状体の底部下方
の土壌が極部的に排水の集中浸潤によつて溝状に
浸食される現象)により、土壌中で浄化されるこ
となく、直接地下水脈中へ流入されるのを防止す
るように汚水浄化構造体が知られている(特公昭
56−48230号公報)。
(Prior art) Conventionally, thin wings made of a non-woven filter are formed protruding from the side surface of a cylindrical body made of a non-woven filter, and an impermeable sheet is attached to the bottom of the cylindrical body to prevent water from entering the soil. The drainage water supplied to the inside of the cylindrical body buried with the axis of the pipe horizontally flows into the so-called "water path" (the soil below the bottom of the cylindrical body forms a groove due to concentrated infiltration of the drainage water in a very localized area). Sewage purification structures are known to prevent sewage from flowing directly into the underground water veins without being purified in the soil due to the phenomenon of soil erosion.
56-48230).

この構造体は、排水を有効に土壌中へ浸透させ
て排水処理を行うことができるものである。
This structure is capable of effectively infiltrating wastewater into the soil to perform wastewater treatment.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

ところで、この従来の構造体は、不織布フイル
ターからなる筒状体および翼片を使用しているた
め、ヘドロ状のスカムによる目詰まりが起こり易
く、さらに上部不織布に汚水が常時浸潤している
ため、その周辺の土壌が時間が経つとともに嫌気
性状態となり、嫌気性微生物の粘液分泌物によつ
て土壌の透水性が著しく低下することとあいまつ
て、短時間のうちに不織布フイルターのサイフオ
ン効果、すなわち排水を吸い上げて土壌中へ蒸発
散、浸潤、浸透させる能力が低下し、満足な排水
処理が行えなくなつてしまうという問題があつ
た、 さらに、この構造体を土壌中に埋設する場合に
は、透水性シートに筒状体の支持機能がないた
め、構造体の管軸方向の水平が保たれるように埋
設部の地盤を充分につき固め、このつき固めの作
業に多大な労力を要し、雨天時には作業が行え
ず、その上地盤がつき固められているため、排水
の浸透性が悪化して排水処理能力が低下するとい
う問題もある。また、細心の注意を払つて地盤の
つき固めを行つても、構造体を水平に埋設するこ
とは困難であり、構造体の水平が保たれないと構
造体の深く埋設された部分に汚水が集中し、構造
体の管軸方向に均等に排水負荷がかからないとい
う問題がある。さらに、埋設時には、構造体を水
平に埋設したとしても、その後地盤が沈降した
り、あるいは地表を自動車などの重量物が通過し
て構造体に荷重がかかつたりすると、構造体は簡
単に変形して水平状態が壊され、また構造体の接
続部が外されて、その部分から排水が漏れるとい
う問題も生じてくる。
By the way, since this conventional structure uses a cylindrical body and wing pieces made of a non-woven filter, it is easily clogged with sludge-like scum, and furthermore, the upper non-woven fabric is constantly infiltrated with waste water. Over time, the surrounding soil becomes anaerobic, and the water permeability of the soil decreases significantly due to the mucus secretion of anaerobic microorganisms.In a short period of time, the siphon effect of the nonwoven filter, that is, the drainage There was a problem in that the ability to absorb water, evapotranspiration, infiltration, and infiltration into the soil was reduced, making it impossible to perform satisfactory drainage treatment.Furthermore, when this structure was buried in the soil, water permeability was reduced. Since the sheet does not have the function of supporting the cylindrical body, the ground at the buried part must be sufficiently tamped to maintain the horizontal direction of the pipe axis of the structure, and this tamping work requires a great deal of labor and In some cases, work cannot be carried out, and on top of that, the ground is compacted, which worsens the permeability of wastewater and reduces wastewater treatment capacity. Furthermore, even if the ground is compacted with great care, it is difficult to bury the structure horizontally, and if the structure is not kept level, sewage will leak into the deeply buried parts of the structure. There is a problem that the drainage load is concentrated and not applied evenly in the pipe axis direction of the structure. Furthermore, even if a structure is buried horizontally, it can easily deform if the ground subsides or if a heavy object such as a car passes over the ground and loads are applied to the structure. This can cause problems such as the leveling of the structure being disrupted, and connections in the structure becoming disconnected, resulting in drainage leaking from those parts.

本考案の目的は、かかる従来の排水浄化構造体
の問題点を解消し、ヘドロ状スカムや嫌気性微生
物による目詰まりが起こり難くて、使用寿命が長
く、構造体を水平状態に埋設、施工するのが容易
であり、しかも埋設後の地盤沈降、荷重負荷など
によつても変形し難く、さらに製造および運搬が
簡単であることを同時に満足することができる排
水浄化構造体を提供することにある。
The purpose of the present invention is to solve the problems of conventional wastewater purification structures, to prevent clogging caused by sludge-like scum and anaerobic microorganisms, to have a long service life, and to bury and construct the structure horizontally. It is an object of the present invention to provide a wastewater purification structure that is easy to construct, is difficult to deform due to ground subsidence after burial, loads, etc., and is also easy to manufacture and transport. .

〔問題点を解決するための手段〕[Means for solving problems]

すなわち、本考案は、管軸方向を水平にして土
壌中に埋設される透水性管状体からなる排水浸透
管と、前記排水浸透管の管軸方向にわたるほぼ下
部外周面を被装し、該排水浸透管の載置部を有す
る不透水性剛体からなる排水浸透管の埋設台とを
備え、前記埋設台は複数の部分埋設台に分割形成
され、各部分埋設台は互いに嵌合構造により連結
されていることを特徴とする排水浄化構造体を提
供するものである。
That is, the present invention includes a drainage permeation pipe made of a permeable tubular body buried in soil with the pipe axis direction horizontal, and a substantially lower outer peripheral surface of the drainage permeation pipe extending in the pipe axis direction is covered, and the drainage permeation pipe is and a drainage permeation pipe burying stand made of an impermeable rigid body having a permeation pipe placement part, the burying stand being divided into a plurality of partial burying stands, and each partial burying stand being connected to each other by a fitting structure. The present invention provides a wastewater purification structure characterized by:

〔作用〕[Effect]

本考案は、以上のような構成を採用することに
より、掘り下げられた土壌面に連結方向を水平に
して複数の部分埋設台を所定長さまで嵌合連結し
て埋設台を形成し、この埋設台の載置部に管軸方
向を水平にして排水浸透管を載置して排水浄化構
造体を組み立て形成し、この排水浄化構造体上に
土壌を被せて排水浸透管内に排水を流すことによ
り、ヘドロ状スカムや嫌気性微生物による目詰ま
りが起こり難くて、使用寿命が長く、構造体を水
平状態に埋設、施工するのが容易であり、しかも
埋設後の地盤沈降、荷重負荷などによつても変形
し難く、さらに製造および運搬が簡単であること
を同時に満足することがができる。
By adopting the above configuration, the present invention forms a burial platform by fitting and connecting a plurality of partial burial platforms to a predetermined length with the connection direction horizontal on the dug soil surface, and this burial platform A wastewater purification structure is assembled and formed by placing a wastewater infiltration pipe on the mounting part with the pipe axis direction horizontal, and by covering the wastewater purification structure with soil and allowing the wastewater to flow into the wastewater infiltration pipe, It is difficult to get clogged with sludge-like scum and anaerobic microorganisms, has a long service life, and is easy to bury and construct structures horizontally, and is also resistant to ground subsidence and load loading after burial. At the same time, it is difficult to deform and is easy to manufacture and transport.

〔実施例〕〔Example〕

以下、本考案の透水浄化構造体を図面に基づい
て説明する。
Hereinafter, the water permeation purification structure of the present invention will be explained based on the drawings.

第1図は本考案の実施例の排水浄化構造体の横
断面図、第2図は本実施例の排水浄化構造体に使
用される排水浸透管の斜視図、第3図は本実施例
の排水浄化構造体に使用される埋設台の組みつけ
方法を示す斜視図、第4図は本実施例の使用状態
を示す平面図である。
Fig. 1 is a cross-sectional view of a wastewater purification structure according to an embodiment of the present invention, Fig. 2 is a perspective view of a wastewater infiltration pipe used in the wastewater purification structure of this embodiment, and Fig. 3 is a cross-sectional view of a wastewater purification structure according to an embodiment of the present invention. FIG. 4 is a perspective view showing a method of assembling a buried stand used in a wastewater purification structure, and a plan view showing a usage state of this embodiment.

本実施例の排水浄化構造体Aは、第1図に示す
ように、排水浸透管10、埋設台20、被覆シー
ト30を備えている。
As shown in FIG. 1, the wastewater purification structure A of this embodiment includes a wastewater infiltration pipe 10, a buried stand 20, and a covering sheet 30.

前記排水浸透管10は、排水を土壌中に浸潤さ
せるために管軸方向を水平にして土壌中に埋設さ
れる透水性管状体からなる管で、第2図に示すよ
うに、周壁11には全長にわたり一定間隔で通水
孔12が穿設されている。
The drainage infiltration pipe 10 is a pipe made of a permeable tubular body that is buried in the soil with its axial direction horizontal in order to infiltrate the drainage water into the soil.As shown in FIG. Water holes 12 are drilled at regular intervals over the entire length.

なお、この排水浸透管10は、ポリ塩化ビニ
ル、ポリエチレン、ポリプロピレン、ポリエチレ
ンテレフタレート、ポリブチレンテレフタレー
ト、ポリカーボネート、ABS樹脂などの合成樹
脂製の管であるが、ポリエチレンテレフタレー
ト、ナイロンなどの合成樹脂製の剛毛繊維を製紐
機で筒状に組み、組紐状壁面を有する管としたも
の、合成樹脂を線状に溶融吐出して筒状に融着さ
せ、多孔壁面管としたものなど、透水性を有する
管であれば任意のものを使用することができる。
The drainage permeation pipe 10 is a pipe made of synthetic resin such as polyvinyl chloride, polyethylene, polypropylene, polyethylene terephthalate, polybutylene terephthalate, polycarbonate, ABS resin, etc. Water-permeable materials such as those made by assembling fibers into a tube with a string-making machine to create a tube with a braid-like wall surface, and those made by melting and discharging synthetic resin in a linear manner and fusing it into a tube shape to create a porous wall tube. Any pipe can be used.

また、この排水浸透管10の横断面形状は、荷
重を受けた場合の変形を極力防ぐ上で円形とする
のが最も好ましいが、多角形、楕円形など、必要
に応じて任意の形状にすることができる。
Further, the cross-sectional shape of the drainage infiltration pipe 10 is most preferably circular in order to prevent deformation under load as much as possible, but it may be in any shape as necessary, such as polygonal or elliptical. be able to.

また、本実施例の排水浸透管10は、短尺な部
分排水浸透管13を順次接続テープ(図示せず)
で接続して形成されているが、そのほかにも、例
えば所要長さを有する長尺な単一管の排水浸透管
10であつてもよい。
In addition, the drainage permeation pipe 10 of this embodiment is constructed by sequentially connecting the short partial drainage permeation pipes 13 with a tape (not shown).
Although the drainage permeation pipe 10 is formed by being connected with each other, for example, it may be a single elongated drainage permeation pipe 10 having a required length.

前記埋設台20は、排水浸透管10の管軸方向
にわたるほぼ下部外周面14を被装し、排水浸透
管10の載置部21を有する不透水性剛体からな
る部材であり、第3図に示すように複数の部分埋
設台22により部分形成され、各部分埋設台22
は、互いに嵌合構造23により連結されている。
The embedding base 20 is a member made of an impermeable rigid body that covers the substantially lower outer circumferential surface 14 of the drainage permeation pipe 10 extending in the pipe axial direction, and has a mounting portion 21 for the drainage permeation pipe 10, as shown in FIG. As shown, it is partially formed by a plurality of partial burial stands 22, and each partial burial stand 22
are connected to each other by a fitting structure 23.

なお、この埋設台20は、断面視して上底に対
し下底が長い台形状の発泡スチロール製の台であ
り、また排水浸透管10の載置部21は、埋設台
20の上底面のほぼ全域を連結方向の両端面を貫
通させて下底面に平行な樋形状に切欠形成された
ものである。また、各部分埋設台22の連結方向
の一方の下端部には、前記嵌合構造23を構成す
るくさび形の雄嵌合部231が突出形成される一
方、連結方向の他方の下端部には、前記くさび形
の雄嵌合部231に嵌合される雌嵌合部232が
切欠形成されている。
The burial table 20 is a styrofoam table with a trapezoidal shape in which the lower base is longer than the upper base when viewed in cross section, and the mounting part 21 of the drainage permeation pipe 10 is located almost at the top of the burial table 20. A notch is formed in the entire area in the shape of a gutter, passing through both end faces in the connection direction and parallel to the bottom surface. In addition, a wedge-shaped male fitting part 231 constituting the fitting structure 23 is formed protrudingly at one lower end in the connecting direction of each partial embedding base 22, while at the other lower end in the connecting direction. A female fitting part 232, which is fitted into the wedge-shaped male fitting part 231, is formed in a notch.

さらに、前記被覆シート30は、排水浄化構造
体Aの外表面に被覆される排水浸透管10内に土
砂や植物の根が入るのを防止するための透水性シ
ートで、本実施例では不織布を素材としている
が、そのほかにも例えばネツト、編織物などを素
材とするシートでもよい。
Further, the covering sheet 30 is a water-permeable sheet for preventing soil and plant roots from entering the drainage infiltration pipe 10 covered on the outer surface of the drainage purification structure A, and in this embodiment, a nonwoven fabric is used. Although this material is used, sheets made of other materials such as net or knitted fabric may also be used.

かくて、本考案によれば、例えば地表から約40
cm掘り下げられた土壌面に連結方向を水平にして
第3図に示すように、所定長さの部分埋設台22
の雄嵌合部231と雌嵌合部232とを、順次、
嵌合・連結して第4図に示すように埋設台20を
形成し、この埋設台20の載置部21に、部分排
水浸透管13からなる排水浸透管10を、この管
10の下部外周面14を被装させて載置するとと
もに、この排水浸透管10の一端部を排水貯溜槽
40に連結された排水流出管41に連通する一
方、他端部を栓50で栓止めし、さらに排水浸透
管10および埋設台20の外表面を被覆シート3
0で被覆して排水浄化構造体Aを組み立て形成す
る。このように、埋設台20を介して排水浸透管
10を掘り下げた土壌面に水平配置することで、
排水浄化構造体Aの埋設部の土壌をつき固める必
要がなくなるとともに、この埋設台20が嵌合連
結される部分埋設台22により分割形成されてい
るために、この排水浄化構造体Aの前記土壌面へ
の施工が容易となる。
Thus, according to the present invention, for example, about 40
As shown in Figure 3, a partial burial platform 22 of a predetermined length is installed with the connection direction horizontal on the soil surface that has been dug down.
The male fitting part 231 and the female fitting part 232 of
They are fitted and connected to form a burial table 20 as shown in FIG. The surface 14 is covered and placed, and one end of this wastewater infiltration pipe 10 is communicated with a wastewater outflow pipe 41 connected to a wastewater storage tank 40, while the other end is stopped with a stopper 50, and further The outer surface of the drainage infiltration pipe 10 and the burial platform 20 is covered with a sheet 3
0 to assemble and form the wastewater purification structure A. In this way, by horizontally arranging the drainage infiltration pipe 10 on the dug soil surface via the burial platform 20,
There is no need to compact the soil in the buried part of the wastewater purification structure A, and since the burial base 20 is divided into parts 22 that are fitted and connected, the soil of the wastewater purification structure A can be compacted. Easy to apply to surfaces.

また、排水浸透管10の下部外周面14は、埋
設台20で覆われているので、排水浸透管10内
に供給された排水が、いわゆる「水みち」の形成
により、土壌中で浄化されることなく、排水浄化
構造体A直下の地下水脈などに流入するのが防止
される。
Further, since the lower outer circumferential surface 14 of the drainage infiltration pipe 10 is covered with the buried stand 20, the drainage supplied into the drainage infiltration pipe 10 is purified in the soil by forming a so-called "water path". This prevents the wastewater from flowing into the groundwater vein directly under the wastewater purification structure A.

そののち、こうして形成された排水浄化構造体
A上に土壌を被せ、排水貯溜槽40から排水流出
管41を介して排水を排水浸透管10内に流入さ
せる。なお、この流入する排水の量は、排水浸透
管10内の上部に空気層を形成させておく量とす
ることが、間歇排水のための余地を残しておく上
で好ましい。
Thereafter, the thus formed wastewater purification structure A is covered with soil, and the wastewater is caused to flow from the wastewater storage tank 40 into the wastewater infiltration pipe 10 via the wastewater outflow pipe 41. In addition, it is preferable that the amount of this inflowing drainage water be such that an air layer is formed in the upper part of the drainage permeation pipe 10 in order to leave room for intermittent drainage.

次いで、この排水浸透管10内に流入された排
水は、徐々に通水孔12から被覆シート30を通
過して土壌中へ浸潤、拡散して行き、この土壌中
の微生物により浄化処理される。
Next, the wastewater flowing into the wastewater permeation pipe 10 gradually passes through the cover sheet 30 from the water passage holes 12, infiltrates and diffuses into the soil, and is purified by microorganisms in the soil.

すなわち、排水は、空気を吸い込みながら、し
かも地表に近い土壌中に浸潤、浸透するから、好
気性微生物が繁殖し、排水中の有機物が分解さ
れ、浄化される。このように、排水浸透管10内
に流入された排水は、通水孔12を介して土壌中
へ浸潤、拡散されるために、ヘドロ状スカムや嫌
気性微生物による目詰まりが起きにくく、排水浸
透管10の耐久性が向上する。
In other words, the wastewater infiltrates and infiltrates the soil close to the ground surface while breathing in air, allowing aerobic microorganisms to proliferate, decomposing organic matter in the wastewater, and purifying it. In this way, the wastewater flowing into the wastewater infiltration pipe 10 is infiltrated and diffused into the soil through the water passage holes 12, so that clogging by sludge-like scum and anaerobic microorganisms is less likely to occur, and wastewater infiltration is prevented. The durability of the tube 10 is improved.

かくして、浄化処理された排水は、オープンシ
ステムでそのまま地中に浸透させてもよいし、ク
ローズドシステムとして集水管で集水し、再利用
するようにしてもよい。
The purified wastewater may be allowed to permeate underground as is in an open system, or may be collected in a collection pipe and reused in a closed system.

〔考案の効果〕[Effect of idea]

本考案の排水浄化構造体は、不織布フイルター
からなる筒状体および翼片を使用せず、透水性管
状体よりなる排水浸透管10を使用しているた
め、周辺土壌の幅広い領域で土壌濾過とそれに伴
う好気性微生物の処理が行われ、ヘドロ状スカム
による目詰まりは殆ど起こらず、使用寿命が大幅
に延長される。
The wastewater purification structure of the present invention does not use a cylindrical body or wing pieces made of a non-woven filter, but uses a wastewater permeation pipe 10 made of a water-permeable tubular body, so that it can perform soil filtration in a wide area of the surrounding soil. As a result of this, aerobic microorganism treatment is performed, clogging with sludge-like scum hardly occurs, and the service life is greatly extended.

また、不織布フイルターからなる筒状体および
翼片を使用した従来の排水浄化構造体では、約6
ケ月の使用でヘドロ状スカムによる目詰まりが進
行して、正常な排水浄化機能を果たすことができ
なくなるが、本考案の排水浄化構造体によれば、
使用開始後1年以上経過しても土壌が嫌気性化す
る微候は認められず、土壌の目詰まりは殆どな
く、正常な排水浄化処理を行うことができる。
In addition, in the conventional wastewater purification structure using a cylindrical body made of a non-woven filter and wing pieces, approximately 6
With continuous use, clogging with sludge-like scum progresses, making it impossible to perform normal wastewater purification functions, but according to the wastewater purification structure of the present invention,
Even after more than one year has passed since the start of use, there is no sign of the soil becoming anaerobic, there is almost no clogging of the soil, and normal wastewater purification can be carried out.

さらに、本考案の排水浄化構造体は、排水浸透
管10の下部外周面に埋設台20を装着するよう
にしているので、地盤のつき固めなどは行わず、
埋設台20を敷設し、その上に排水浸透管10を
嵌合するだけで充分に満足する水平状態が得ら
れ、構造体を土壌中へ埋設する作業が著しく簡素
化される。また、地盤のつき固めを行わなくとも
よいから、排水の浸透性が阻害されることがな
く、排水浄化処理能力が低下することもない。
Furthermore, in the wastewater purification structure of the present invention, the buried stand 20 is attached to the outer peripheral surface of the lower part of the wastewater infiltration pipe 10, so there is no need to compact the ground.
By simply laying the embedding platform 20 and fitting the drainage infiltration pipe 10 thereon, a sufficiently satisfactory horizontal state can be obtained, and the work of burying the structure in the soil is significantly simplified. Furthermore, since it is not necessary to compact the ground, the permeability of wastewater is not inhibited, and the wastewater purification ability is not reduced.

また、充分な水平状態が容易に得られるので、
構造体の長さ方向に均等な排水負荷をかけること
ができ、構造体の一部分のみから排水が土壌中に
排出されるようなことがない。
In addition, since a sufficiently horizontal state can be easily obtained,
The drainage load can be applied uniformly along the length of the structure, and drainage will not be discharged into the soil from only a portion of the structure.

さらに、排水浸透管10が、埋設台20によつ
て補強されているため、構造体埋設後、地盤が沈
降したり、自動車などの通過によつて構造体に荷
重がかかつたりしても、構造体が変形して水平状
態が壊れたり、あるいは構造体の接続部が外れ
て、その部分から排水が漏れるというような問題
も起こらない。
Furthermore, since the drainage infiltration pipe 10 is reinforced by the burial platform 20, even if the ground subsides after the structure is buried or a load is applied to the structure due to passing cars, etc. There are no problems such as the structure deforming and losing its horizontal state, or the connection parts of the structure coming off and drainage leaking from that part.

また、排水浸透管10内へ排水を供給した場合
に、該管10内の上部に空気層を形成させておく
と、その空気層の存在によつて排水量をかなり大
幅に変更して間歇排水を行つても充分に対応する
ことができる。さらに、埋設台20は分割形成さ
れているので、その製造や運搬が容易であるとと
もに、その施工が極めて容易である。
Furthermore, when wastewater is supplied into the wastewater infiltration pipe 10, if an air layer is formed in the upper part of the pipe 10, the amount of water discharged can be changed considerably due to the existence of the air layer, thereby preventing intermittent drainage. Even if you go there, you can fully cope with it. Furthermore, since the burial platform 20 is formed in sections, it is easy to manufacture and transport, and its construction is extremely easy.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の実施例の排水浄化構造体の横
断面図、第2図は本実施例の排水浄化構造体に使
用される排水浸透管の斜視図、第3図は本実施例
の排水浄化構造体に使用される埋設台の組みつけ
方法を示す斜視図、第4図は本実施例の使用状態
を示す平面図である。 A;排水浄化構造体、10;排水浸透管、1
4;下部外周面、20;埋設台、21;載置部、
22;部分埋設台、23;嵌合構造。
Fig. 1 is a cross-sectional view of a wastewater purification structure according to an embodiment of the present invention, Fig. 2 is a perspective view of a wastewater infiltration pipe used in the wastewater purification structure of this embodiment, and Fig. 3 is a cross-sectional view of a wastewater purification structure according to an embodiment of the present invention. FIG. 4 is a perspective view showing a method of assembling a buried stand used in a wastewater purification structure, and a plan view showing a usage state of this embodiment. A; Drainage purification structure, 10; Drainage infiltration pipe, 1
4; Lower outer circumferential surface, 20; Buried stand, 21; Placement part,
22; Partially buried stand; 23; Fitting structure.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 管軸方向を水平にして土壌中に埋設される透水
性管状体からなる排水浸透管と、前記排水浸透管
の管軸方向にわたるほぼ下部外周面を被装し、該
排水浸透管の載置部を有する不透水性剛体からな
る排水浸透管の埋設台とを備え、前記埋設台は複
数の部分埋設台に分割形成され、各部分埋設台は
互いに嵌合構造により連結されていることを特徴
とする排水浄化構造体。
A drainage infiltration pipe made of a permeable tubular body buried in soil with the pipe axis direction horizontal, and a mounting part for the drainage infiltration pipe that covers substantially the lower outer peripheral surface of the drainage infiltration pipe in the pipe axis direction. and a burying stand for a drainage seepage pipe made of an impermeable rigid body having a structure, the burying stand being divided into a plurality of partial burying stands, and each partial burying stand being connected to each other by a fitting structure. wastewater purification structure.
JP11830986U 1986-08-02 1986-08-02 Expired JPH0133197Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11830986U JPH0133197Y2 (en) 1986-08-02 1986-08-02

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11830986U JPH0133197Y2 (en) 1986-08-02 1986-08-02

Publications (2)

Publication Number Publication Date
JPS6325195U JPS6325195U (en) 1988-02-19
JPH0133197Y2 true JPH0133197Y2 (en) 1989-10-09

Family

ID=31004644

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11830986U Expired JPH0133197Y2 (en) 1986-08-02 1986-08-02

Country Status (1)

Country Link
JP (1) JPH0133197Y2 (en)

Also Published As

Publication number Publication date
JPS6325195U (en) 1988-02-19

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