JP2781519B2 - Sludge sun drying floor drainage method and sludge sun drying equipment - Google Patents

Sludge sun drying floor drainage method and sludge sun drying equipment

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Publication number
JP2781519B2
JP2781519B2 JP6096735A JP9673594A JP2781519B2 JP 2781519 B2 JP2781519 B2 JP 2781519B2 JP 6096735 A JP6096735 A JP 6096735A JP 9673594 A JP9673594 A JP 9673594A JP 2781519 B2 JP2781519 B2 JP 2781519B2
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JP
Japan
Prior art keywords
sludge
culvert
pipe
layer
drainage pipe
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 - Lifetime
Application number
JP6096735A
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Japanese (ja)
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JPH07299499A (en
Inventor
法栄 内藤
Original Assignee
ニホン・ドレン工業株式会社
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Priority to JP6096735A priority Critical patent/JP2781519B2/en
Publication of JPH07299499A publication Critical patent/JPH07299499A/en
Application granted granted Critical
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  • Drying Of Solid Materials (AREA)
  • Treatment Of Sludge (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、含有水分の極めて高い
汚泥を天日によって濾過層上で乾燥させる場合の排水工
法およびこの工法を用いた汚泥の天日乾燥装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage method for drying sludge having a very high water content on a filtration layer by sunlight and to a solar drying apparatus for sludge using this method.

【0002】[0002]

【従来の技術】汚泥とは、下水を生物処理したときに発
生する水分90%以上を含んだ泥水であり、水分の大部
分は微生物の組織体中にあって水分を分離することは容
易ではない。したがって、汚泥の水分離は、遠心分離機
などによって機械的に行う必要があるが、微生物の組織
を破壊するために強い遠心力を加えねばならず、設備
費、動力費とも莫大なものとなり、また汚泥中に含まれ
る有害物質による軸受部の損傷も起こり易く保守費も莫
大なものとなる。したがってこのような機械的な水分分
離はほとんど行われていない。
2. Description of the Related Art Sludge is muddy water containing 90% or more of water generated when biologically treating sewage. Most of the water is in microbial tissues, and it is not easy to separate water. Absent. Therefore, water separation of sludge must be performed mechanically by a centrifuge or the like, but strong centrifugal force must be applied to destroy microbial tissue, and equipment and power costs are enormous, Further, the bearing portion is easily damaged by harmful substances contained in the sludge, and the maintenance cost is enormous. Therefore, such mechanical water separation is hardly performed.

【0003】従来行われている代表的な方法は、勾配の
あるプール状の天日乾燥床を構築し、床の底面に砕石層
と砂層とから成る沈殿濾過層を設け、その上に汚泥を散
布し、水分を時間をかけて濾過層に浸透させ、適当な所
に集中排水溝を設けて排水するとともに、残った汚泥を
天日で乾燥している。
[0003] A typical conventional method is to construct a sun-dried bed in the form of a pool with a slope, provide a settling filtration layer consisting of a crushed stone layer and a sand layer on the bottom of the bed, and put sludge on the bed. It is sprayed, water is allowed to permeate the filtration layer over time, and a centralized drain is provided at an appropriate place to drain water, and the remaining sludge is dried in the sun.

【0004】[0004]

【発明が解決しようとする課題】濾過層上の汚泥の水分
は、微生物の組織体中にあるため、水分の濾過には時間
がかかり、また分離水は泥水状となり流れが不充分であ
ったり、床の底面で生物反応が起こって泥分が滞留した
りする一種の目詰まり現象を起こし、折角分離した水が
排出されないという問題がある。このことは汚泥の天日
乾燥の期間が延び、また乾燥中に降雨があると汚泥が希
釈され、さらに乾燥に時間がかかり、処理能力が低下
し、広い床面積の処理装置を必要とするなど経済上問題
が生じる。
Since the water content of the sludge on the filtration layer is in the microbial tissue, it takes time to filter the water content, and the separated water becomes muddy and the flow is insufficient. However, there is a problem that a kind of clogging phenomenon in which a biological reaction occurs at the bottom surface of the floor and mud stays or the like occurs, and the separated water is not discharged. This prolongs the solar drying period of the sludge, and if there is rainfall during the drying, the sludge will be diluted, and it will take longer to dry, reducing the processing capacity, requiring a processing unit with a large floor area, etc. Economic problems arise.

【0005】本発明の目的は、汚泥からの分離水が濾過
層を速やかに浸透し、濾過層床の底面に浸透水が滞留す
ることなく円滑に排水されるような排水管の設置工法と
この工法を用いた汚泥の天日乾燥装置を提供することで
ある。
An object of the present invention is to provide a method of installing a drain pipe in which separated water from sludge quickly penetrates a filtration layer, and the permeated water is drained smoothly without stagnating at the bottom of the bed of the filtration layer. An object of the present invention is to provide a sludge solar drying apparatus using a construction method.

【0006】[0006]

【課題を解決するための手段】本発明は、汚泥の天日乾
燥床上の沈殿濾過層内に暗渠排水管を緩い勾配で略平行
に並べて設け、該暗渠排水管を集中排水溝に接続し、沈
殿濾過層から汚泥層の上方まで前記暗渠排水管とほぼ同
一構成のガス抜管を複数個縦方向に差込んでガス抜きを
することを特徴とする汚泥の天日乾燥床の排水工法であ
る。
According to the present invention, an underdrain drain pipe is provided in a sediment filtration layer on a solar drying bed for sludge, which is arranged in a substantially parallel manner with a gentle slope, and the underdrain drain pipe is connected to a central drain. A method for draining a sun-dried sludge floor, characterized by vertically inserting a plurality of gas vent pipes having substantially the same configuration as the culvert drain pipe from the settling filtration layer to above the sludge layer to degas.

【0007】また本発明は、前記暗渠排水管およびガス
抜管が、該管の軸線に沿う連続した切目のない複数の細
長い開口部と、周方向に伸びる仕切板によって区切ら
れ、前記各開口部とそれぞれ連なる空間室と、空間室の
外部に設けられる凸部とを有し、合成樹脂製の押出成形
品であることを特徴とする。
Further, according to the present invention, the culvert drainage pipe and the gas vent pipe are divided by a plurality of continuous slits which are continuous along the axis of the pipe, and a partition plate extending in the circumferential direction. It is characterized by being a synthetic resin extruded product having a continuous space chamber and a projection provided outside the space chamber.

【0008】また本発明は、前記暗渠排水管およびガス
抜管の軸直角断面の形状が、横S字状に形成され、細長
い開口部と該開口部に連なる空間室とが各2つあり、各
開口部の近傍に2個の突起体が形成されることを特徴と
する。
In the present invention, the culvert drainage pipe and the gas vent pipe may be formed such that the cross section perpendicular to the axis is formed in a horizontal S-shape, and each has two elongated openings and two space chambers connected to the openings. It is characterized in that two projections are formed in the vicinity of the opening.

【0009】また本発明は、前記暗渠排水管およびガス
抜管の軸直角断面の形状が、クローバの葉状に形成さ
れ、細長い開口部と該開口部に連なる空間室とが各3つ
あり、開口部の近傍に2個の突起体が形成されることを
特徴とする。
In the present invention, the culvert drainage pipe and the gas vent pipe may be formed in the shape of a cloverleaf in cross section perpendicular to the axis, and each of the slit may have three elongated openings and three space chambers connected to the openings. Is characterized in that two projections are formed in the vicinity of.

【0010】また本発明は、前記暗渠排水管およびガス
抜管が、請求項2または請求項3の暗渠排水管の複数本
を外形が略円形になるように結束した結束暗渠排水管に
よって構成されることを特徴とする。
Further, according to the present invention, the culvert drainage pipe and the gas vent pipe are constituted by a bundled culvert drainage pipe in which a plurality of the culvert drainage pipes of the second or third aspect are bound so as to have a substantially circular outer shape. It is characterized by the following.

【0011】また本発明は、汚泥の天日乾燥床上の沈殿
濾過層が、砕石層と、底面上の砕石層中に平行に並べら
れた暗渠排水管と、該砕石層上の砂層とから成り、暗渠
排水管は緩い勾配で集中排水溝に連なり、沈殿濾過層か
ら汚泥層の上方に向けて暗渠排水管とほぼ同一構成のガ
ス抜管が、複数個縦方向に差込まれていることを特徴と
する汚泥の天日乾燥装置である。
[0011] In the present invention, the sediment filtration layer on the sun-dried bed of sludge comprises a crushed stone layer, a culvert drain pipe arranged in parallel with the crushed stone layer on the bottom surface, and a sand layer on the crushed stone layer. The culvert drain pipe is connected to the central drain with a gentle slope, and a plurality of gas vent pipes with almost the same configuration as the culvert drain pipe are inserted vertically from the sedimentation filtration layer to the upper part of the sludge layer. Is a sludge solar drying apparatus.

【0012】[0012]

【作用】本発明に従えば、汚泥から分離された泥水は沈
殿濾過層で濾過されて、暗渠排水管に入り、集中排水溝
から排出される。また汚泥は、水分離中にも生物反応を
起こし、汚泥層や濾過層中に発生したガスが溜まる。こ
のガスは汚泥の粘性のため抜け難く、このガスが水の通
過を阻害するので、ガス抜管を濾過層から汚泥層の上部
まで縦方面に設けて、このガスを大気中に排出する。
According to the present invention, the mud separated from the sludge is filtered by the sedimentation filtration layer, enters the culvert drainage pipe, and is discharged from the central drain. The sludge also causes a biological reaction during water separation, and the generated gas accumulates in the sludge layer and the filtration layer. This gas is hard to escape due to the viscosity of the sludge, and this gas hinders the passage of water. Therefore, a gas vent tube is provided in the vertical direction from the filtration layer to the upper part of the sludge layer, and this gas is discharged into the atmosphere.

【0013】暗渠排水管には、その軸線に沿って細長い
開口部があり、汚泥から分離濾過された浸透水は、ここ
から空間室に入って目詰まりを起こすことなく集中排水
溝の方へ流れる。ガス抜管も暗渠排水管とほぼ同一の構
成であるので、ガス抜管中には、水とガスのみが入り、
ガスは水中を通って容易に大気中に放出される。
[0013] The culvert drain has an elongated opening along its axis, through which the permeated water separated and filtered from the sludge flows into the space chamber and into the central drain without clogging. . Since the gas exhaust pipe has almost the same configuration as the culvert drain pipe, only water and gas enter during the gas exhaust pipe,
Gases are easily released into the atmosphere through water.

【0014】暗渠排水管およびガス抜管の軸直角断面形
状としては、横S字状の2通路のもの、クローバの葉状
の3通路のものなどが例示される。
Examples of the cross section of the culvert drainage pipe and the gas vent pipe at right angles to the axis include a horizontal S-shaped two-passage and a cloverleaf three-passage.

【0015】暗渠排水管およびガス抜管は、前記構成の
ものが1本でも用いられるが、さらに複数本を外形が略
円形になるように結束した結束暗渠排水管であってもよ
い。
As the culvert drainage pipe and the gas vent pipe, any one of the above-described structures is used, but a plurality of culvert drainage pipes may be bundled so that the outer shape is substantially circular.

【0016】[0016]

【実施例】以下実施例でもって、本発明をより具体的に
説明する。
The present invention will be described more specifically with reference to the following examples.

【0017】図1は本発明の一実施例である汚泥の天日
乾燥装置1の天日乾燥床の平面図であり、図2は切断面
線II−IIによる断面図である。本装置1の床板3
は、たとえばコンクリート製である。この床板3上に暗
渠排水管4が平行に並べられている。床板3には、砕石
層5と砂層6とから成る濾過層7があり、さらにその上
に汚泥を散布した汚泥層8がある。汚泥層8で分離され
た泥水は、濾過層7で濾過され、水分が床板3上の暗渠
排水管4に入り、緩やかな勾配によって暗渠排水管4内
を流れ集中排水溝2に流入し排水される。また間隔をお
いてほぼ暗渠排水管と同じ構成のガス抜管9が濾過層7
から汚泥層8の上部まで鉛直に設けられている。ガス抜
管9は、乾燥にするに従って塊状と成る汚泥中にガスが
滞留するのを防ぐため必要である。汚泥は管路10によ
って、本装置11に導かれ、散布される。
FIG. 1 is a plan view of a solar drying floor of a solar sludge drying apparatus 1 according to one embodiment of the present invention, and FIG. 2 is a cross-sectional view taken along a section line II-II. Floor plate 3 of this device 1
Is made of concrete, for example. On this floor plate 3, culvert drain pipes 4 are arranged in parallel. The floor plate 3 has a filtration layer 7 composed of a crushed stone layer 5 and a sand layer 6, and further has a sludge layer 8 on which sludge is sprayed. The muddy water separated by the sludge layer 8 is filtered by the filtration layer 7, and the moisture enters the culvert drainage pipe 4 on the floor plate 3, flows through the culvert drainage pipe 4 with a gentle gradient, flows into the central drainage ditch 2, and is drained. You. Also, at a certain interval, a gas vent tube 9 having substantially the same configuration as the culvert drainage tube is provided with a filter layer 7.
From the top to the upper part of the sludge layer 8. The degassing tube 9 is necessary to prevent gas from staying in sludge that becomes clumpy as it dries. Sludge is guided to the present apparatus 11 by the pipe 10 and is sprayed.

【0018】図3は、本発明に用いられる暗渠排水管4
の一例の斜視図である。この例の暗渠排水管4aは、横
S字状であり、軸線に沿った切目のない2つの開口部4
2a,42bと、この開口部42a,42bに連なる2
つの空間室43a,43bと、2つの空間部43a,4
3bを仕切る仕切板47と、外部の圧力に対し補強する
ための外面に設けられた4つのC字状の補強用の凸部4
4と、開口部42a,42bの近傍に設けられ、開口部
42a,42bに至る通路を屈曲させ、水以外の物質の
侵入を防ぐ4つの突起体45とが設けられ、滑りのよい
合成樹脂押出成形品である。汚泥層8から分離された泥
水は、濾過層7で濾過され、浸透水となって暗渠排水管
4aの上部開口部42bから左側の空間室43bに入り
勾配によって集中排水管2に流下する。また底面3上に
集った浸透水は、下部開口部42aから右側の空間室4
3aに入り、または暗渠排水管4aの下部外面に設けら
れたC字状の凸部44と床面3とによってできる空間4
6を通って集中排水管2に流下する。暗渠排水管4a
は、外部に設けた補強用の凸部44によって外圧に耐
え、また開口部42a,42bは狭いが軸線に沿って細
長く開口しているので埋まり難く、突起体45によって
屈曲されているので、また固形物が空間室43a,43
bに入らず、空間室43a,43bが閉塞されることも
ない。暗渠排水管4aの大きさは、たとえば幅(図3の
左右方向)が25mm、高さ(図3の上下方向)が24
mmである。
FIG. 3 shows a culvert drain pipe 4 used in the present invention.
It is a perspective view of an example. The culvert drain pipe 4a in this example has a horizontal S-shape, and has two openings 4 along the axis.
2a, 42b, and 2 connected to the openings 42a, 42b.
Two space chambers 43a, 43b and two space sections 43a, 4
3b, and four C-shaped reinforcing projections 4 provided on the outer surface for reinforcing against external pressure
4 and four projections 45 provided near the openings 42a and 42b to bend the passage leading to the openings 42a and 42b to prevent intrusion of substances other than water. It is a molded product. The muddy water separated from the sludge layer 8 is filtered by the filtration layer 7 and becomes permeated water, enters the left space chamber 43b from the upper opening 42b of the culvert drainage pipe 4a, and flows down to the central drainage pipe 2 by a gradient. Further, the permeated water collected on the bottom surface 3 flows from the lower opening 42a to the right space chamber 4
The space 4 formed by the C-shaped convex portion 44 and the floor 3 provided in the lower surface of the culvert drain pipe 4a.
6 and flow down to the central drain 2. Culvert drain 4a
Is resistant to external pressure by a reinforcing projection 44 provided outside, and the openings 42a and 42b are narrow but are elongated and open along the axis, so that they are hard to be embedded. Solids are in the space chambers 43a, 43
b, and the space chambers 43a and 43b are not closed. The size of the culvert drain pipe 4a is, for example, 25 mm in width (horizontal direction in FIG. 3) and 24 in height (vertical direction in FIG. 3).
mm.

【0019】ガス抜管9においてもその構成は図3に示
すものとほぼ同一であり、ガスは開口部42a,42b
から空間室43a,43bに入り、上昇して大気中に排
出される。空間室43a,43bには、水のみが滞溜し
ているのでガスが抜け易い。
The structure of the gas vent tube 9 is substantially the same as that shown in FIG. 3, and the gas is passed through the openings 42a and 42b.
Enters the space chambers 43a and 43b from above, and rises to be discharged into the atmosphere. Since only water accumulates in the space chambers 43a and 43b, gas can easily escape.

【0020】図4は、本発明に用いられる他の暗渠排水
管4bの断面図である。本暗渠排水管4bの構成は、図
3の暗渠排水管4aと類似の構成であり、同じ部材には
同一の符号を付して説明を省略する。注目すべきは、外
面に平板状の4つの凸部44bが設けられていることで
ある。
FIG. 4 is a sectional view of another culvert drainage pipe 4b used in the present invention. The configuration of the culvert drain pipe 4b is similar to that of the culvert drain pipe 4a in FIG. 3, and the same members are denoted by the same reference numerals and description thereof will be omitted. It should be noted that four flat plate-like protrusions 44b are provided on the outer surface.

【0021】図5は、本発明に用いられるさらに他の暗
渠排水管4cの断面図である。注目すべきは、この暗渠
排水管4cは、クローバの葉状に形成され、開口部、空
間室がそれぞれ42a〜42c,43a〜43cと3個
設けられている。また外面に設けられる補強用の凸部4
4がC字状で3個、開口部42a〜42cの近傍に設け
られる突起体45が6個設けられている。これらの作用
は図3について説明した暗渠排水管4aと同じである。
FIG. 5 is a sectional view of still another culvert drainage pipe 4c used in the present invention. It should be noted that the culvert drain pipe 4c is formed in the shape of a clover leaf, and has three openings 42a to 42c and 43a to 43c, respectively. Also, a reinforcing projection 4 provided on the outer surface.
4 are C-shaped, and three protrusions 45 are provided near the openings 42a to 42c. These functions are the same as those of the culvert drain pipe 4a described with reference to FIG.

【0022】暗渠排水管4は、この他の形状であっても
よく、また開口部や空間室の数は4以上でもよい。補強
用の凸部の形状や数、突起の数は特に限定されるもので
はない。
The culvert drainage pipe 4 may have another shape, and the number of openings and space chambers may be four or more. The shape and number of the reinforcing projections and the number of projections are not particularly limited.

【0023】さらに暗渠排水管4は、図3〜図5に示す
ような管を単独で用いてもよいが、これら単独の暗渠排
水管4a,4bまたは4cを外形が略円形になるように
複数本結束した結束暗渠排水管20を用いてもよい。図
6は、図3の暗渠排水管4aを結束した結束暗渠排水管
20aの斜視図である。結束暗渠排水管20aは、たと
えば1m間隔で合成樹脂バンドなどの結束部材21で結
束される。図7は横S字状の暗渠排水管4aを結束した
結束暗渠排水管20aの断面図であり、図8はクローバ
の葉状暗渠排水管4cを結束した集合暗渠排水管20c
の断面図である。集合暗渠排水管20の大きさは、たと
えば幅×高さ=25×20の単独の暗渠排水管4aを8
本結束すれば、外径75mmの円筒状の集合暗渠排水管
20aを得る。同様に120本を結束すれば、外径30
0mmの円筒状の集合暗渠排水管20aを得る。
The culvert drain pipe 4 may be a single pipe as shown in FIGS. 3 to 5, but a plurality of such culvert drain pipes 4a, 4b or 4c may be used so that the outer shape is substantially circular. The united culvert drainage pipe 20 that has been united may be used. FIG. 6 is a perspective view of a bundled culvert drainage pipe 20a obtained by binding the culvert drainage pipe 4a of FIG. The binding culvert drainage pipe 20a is bound by a binding member 21 such as a synthetic resin band at intervals of, for example, 1 m. FIG. 7 is a cross-sectional view of a bundled culvert drainage pipe 20a obtained by binding a horizontal S-shaped culvert drainage pipe 4a, and FIG. 8 is a collective culvert drainage pipe 20c obtained by binding a clover leaf-shaped culvert drainage pipe 4c.
FIG. The size of the collective culvert drainage pipe 20 is, for example, a single culvert drainage pipe 4a having a width × height = 25 × 20.
When this unity is performed, a cylindrical collecting culvert drain pipe 20a having an outer diameter of 75 mm is obtained. Similarly, if 120 pieces are bound, the outer diameter becomes 30
A 0 mm cylindrical collecting culvert drain pipe 20a is obtained.

【0024】図9は、本発明の他の実施例である汚泥の
天日乾燥装置11の断面図である。注目すべきは、汚泥
の濾過層7が集中排水溝2の両側に設けられている。
FIG. 9 is a cross-sectional view of a solar sludge drying apparatus 11 according to another embodiment of the present invention. It should be noted that sludge filtration layers 7 are provided on both sides of the central drain 2.

【0025】本発明の装置を使って汚泥を乾燥すると、
数日で汚泥層8の表面にガス抜管9を中心としてクラッ
クが入り、このクラックが次第に発達して汚泥層8の全
表面に及ぶ。クラックが入って後は、降雨があっても雨
水はクラックから濾過層7を通って排出されるが、クラ
ックが入る前に降雨があると、汚泥が雨水によって希釈
された状態となるため、クラックの早期形成が必要であ
る。
When the sludge is dried using the apparatus of the present invention,
Within a few days, cracks are formed on the surface of the sludge layer 8 around the gas vent tube 9, and the cracks gradually develop and reach the entire surface of the sludge layer 8. After cracking, even if there is rainfall, rainwater is discharged from the crack through the filtration layer 7. However, if there is rainfall before cracking, the sludge is diluted by the rainwater, so that cracking occurs. Early formation is required.

【0026】本発明の暗渠排水管を用いた場合と、これ
を用いない場合とでは、クラック発生までに要する日数
が約1/2〜1/3となる。ガス抜管9があれば、これ
が核となってクラック発生がさらに早くなる。前記数値
は、ガス抜管9が設けてある場合のものである。なお、
乾燥の完了した汚泥は約10cm角の大きさとなり、砂
層5と簡単に分離できる。
In the case where the underdrain drainage pipe of the present invention is used and the case where it is not used, the number of days required for crack generation is about 1/2 to 1/3. If the gas vent tube 9 is provided, the gas vent tube 9 becomes a nucleus to further accelerate the crack generation. The above numerical values are for the case where the gas vent tube 9 is provided. In addition,
The dried sludge has a size of about 10 cm square and can be easily separated from the sand layer 5.

【0027】[0027]

【発明の効果】以上のように本発明によれば、汚泥の天
日乾燥装置床の底面に暗渠排水管を緩い勾配で平行に並
べて水平方向に配置したので、汚泥中の水分が分離し、
汚泥層の下に設けた濾過層で濾過され、暗渠排水管を通
って集中排水管から排出される。また濾過層から汚泥層
の上までガス抜管が鉛直に設けられているので汚泥中に
ガスが滞溜することがなくなる。暗渠排水管は、軸線に
沿って細長い複数の開口部と開口部に連なる複数の空間
室と補強用の外部に突出する凸部とを有するので、外圧
によって変形することがなく、狭い細長い開口部から水
以外のものが入らず空間室が埋まることもない。これら
によって、汚泥中の分離水が乾燥床の底部に滞溜するこ
とがなく速やかに排出される。またガス抜管にも同様の
理由によって水とガスのみが入り、ガスが水の間を通っ
て大気中に排出される。ガス抜管は、その他に汚泥の乾
燥に従ってクラック発生の核となる。これらによって汚
泥表面のクラック発生を早め、乾燥中の降雨の影響を少
なくできる。
As described above, according to the present invention, culvert drainage pipes are arranged in parallel at a gentle gradient on the bottom of the floor of the solar drying apparatus for sludge, and are arranged horizontally, so that water in the sludge is separated.
It is filtered by a filtration layer provided below the sludge layer and discharged from the central drainage pipe through the culvert drainage pipe. Further, since the gas vent tube is provided vertically from the filtration layer to above the sludge layer, gas does not accumulate in the sludge. The culvert drain pipe has a plurality of openings elongated along the axis, a plurality of space chambers connected to the openings, and a projection protruding to the outside for reinforcement. No space other than water enters the room. As a result, the separated water in the sludge is quickly discharged without staying at the bottom of the drying bed. Also, for the same reason, only water and gas enter the gas vent tube, and the gas passes through the water and is discharged to the atmosphere. Outgassing also becomes a core of crack generation as the sludge dries. These can accelerate the generation of cracks on the sludge surface and reduce the effects of rainfall during drying.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施例の汚泥の天日乾燥装置1の天
日乾燥床の平面図である。
FIG. 1 is a plan view of a solar drying bed of a solar sludge drying apparatus 1 according to an embodiment of the present invention.

【図2】図1の切断線II−IIによる断面図である。FIG. 2 is a sectional view taken along section line II-II in FIG.

【図3】本発明に用いる暗渠排水管4aの一例の断面図
である。
FIG. 3 is a sectional view of an example of a culvert drainage pipe 4a used in the present invention.

【図4】他の例の暗渠排水管4bの断面図である。FIG. 4 is a cross-sectional view of another example of a culvert drain pipe 4b.

【図5】さらに他の例の暗渠排水管4cの断面図であ
る。
FIG. 5 is a sectional view of a culvert drainage pipe 4c of still another example.

【図6】暗渠排水管4aを結束した結束暗渠排水管20
aの斜視図である。
FIG. 6 shows a bundled culvert drainage pipe 20 obtained by binding the culvert drainage pipe 4a.
It is a perspective view of a.

【図7】暗渠排水管4aを結束した結束暗渠排水管20
aの断面図である。
FIG. 7 shows a bundled culvert drainage pipe 20 obtained by binding the culvert drainage pipe 4a.
It is sectional drawing of a.

【図8】暗渠排水管4cを結束した結束暗渠排水管20
cの断面図である。
FIG. 8 shows a bundled culvert drainage pipe 20 obtained by binding the culvert drainage pipe 4c.
It is sectional drawing of c.

【図9】本発明の他の実施例の汚泥の天日乾燥装置11
の断面図である。
FIG. 9 is a solar sludge drying apparatus 11 according to another embodiment of the present invention.
FIG.

【符号の説明】[Explanation of symbols]

1,11 汚泥の天日乾燥装置 2 集中排水溝 3 天日乾燥床 4,4a,4b,4c 暗渠排水管 5 砕石層 6 砂層 7 沈殿濾過層 8 汚泥層 9 ガス抜管 20,20a,20b,20c 結束暗渠排水管 42a,42b,42c 細長い開口部 43a,43b,43c 空間室 44,44a 補強用凸部 45 突起体 1,11 Sludge solar drying device 2 Centralized drain ditch 3 Solar drying floor 4,4a, 4b, 4c Underdrain drainpipe 5 Crushed stone layer 6 Sand layer 7 Sedimentation filtration layer 8 Sludge layer 9 Gas exhaust pipe 20,20a, 20b, 20c Bundling culvert drainage pipe 42a, 42b, 42c Slender opening 43a, 43b, 43c Space chamber 44, 44a Reinforcement convex part 45 Projection

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 汚泥の天日乾燥床上の沈殿濾過層内に暗
渠排水管を緩い勾配で略平行に並べて設け、該暗渠排水
管を集中排水溝に接続し、沈殿濾過層から汚泥層の上方
まで前記暗渠排水管とほぼ同一構成のガス抜管を複数個
縦方向に差込んでガス抜きをすることを特徴とする汚泥
の天日乾燥床の排水工法。
1. A culvert drainage pipe is provided in a sediment filtration layer on a solar drying bed of sludge in a gentle gradient substantially in parallel, and the culvert drainage pipe is connected to a central drainage ditch. A method for draining a sun-dried sludge floor, comprising inserting a plurality of gas vent pipes having substantially the same configuration as the culvert drain pipe in the vertical direction until the gas is released.
【請求項2】 前記暗渠排水管およびガス抜管が、 該管の軸線に沿う連続した切目のない複数の細長い開口
部と、周方向に伸びる仕切板によって区切られ、前記各
開口部とそれぞれ連なる空間室と、 空間室の外部に設けられる凸部とを有し、合成樹脂製の
押出成形品であることを特徴とする請求項1記載の汚泥
の天日乾燥床の排水工法。
2. A space in which the culvert drainage pipe and the gas vent pipe are separated by a plurality of continuous elongated openings along the axis of the pipe and a partition plate extending in a circumferential direction, and each of the spaces is connected to each of the openings. 2. The method for draining a sun-dried sludge floor according to claim 1, comprising a chamber, and a convex portion provided outside the space chamber, wherein the extruded product is made of a synthetic resin.
【請求項3】 前記暗渠排水管およびガス抜管の軸直角
断面の形状が、横S字状に形成され、細長い開口部と該
開口部に連なる空間室とが各2つあり、各開口部の近傍
に2個の突起体が形成されることを特徴とする請求項2
記載の汚泥の天日乾燥床の排水工法。
3. The cross section of the culvert drainage pipe and the gas vent pipe at right angles to the axis is formed in a horizontal S-shape, and there are two elongated openings and two space chambers connected to the openings. 3. The structure according to claim 2, wherein two projections are formed in the vicinity.
The drainage method of the sun drying floor of the sludge described.
【請求項4】 前記暗渠排水管およびガス抜管の軸直角
断面の形状が、クローバの葉状に形成され、細長い開口
部と該開口部に連なる空間室とが各3つあり、開口部の
近傍に2個の突起体が形成されることを特徴とする請求
項2記載の汚泥の天日乾燥床の排水工法。
4. The culvert drainage pipe and the gas vent pipe are formed in the shape of a cloverleaf in cross section perpendicular to the axis, and have three elongated openings and three space chambers connected to the openings. 3. The method for draining a sun-dried sludge floor according to claim 2, wherein two projections are formed.
【請求項5】 前記暗渠排水管およびガス抜管が、請求
項2または請求項3の暗渠排水管の複数本を外形が略円
形になるように結束した結束暗渠排水管によって構成さ
れることを特徴とする請求項1記載の汚泥の天日乾燥床
の排水工法。
5. The culvert drainage pipe and the gas vent pipe are constituted by a united culvert drainage pipe obtained by binding a plurality of the culvert drainage pipes of claim 2 or 3 so as to have a substantially circular outer shape. The method for draining a sun-dried sludge floor according to claim 1.
【請求項6】 汚泥の天日乾燥床上の沈殿濾過層が、砕
石層と、底面上の砕石層中に平行に並べられた暗渠排水
管と、該砕石層上の砂層とから成り、暗渠排水管は緩い
勾配で集中排水溝に連なり、沈殿濾過層から汚泥層の上
方に向けて暗渠排水管とほぼ同一構成のガス抜管が、複
数個縦方向に差込まれていることを特徴とする汚泥の天
日乾燥装置。
6. A sediment filtration layer on a sundry bed of sludge comprises a crushed stone layer, a culvert drain pipe arranged in parallel in the crushed stone layer on the bottom surface, and a sand layer on the crushed stone layer. Sludge characterized by a plurality of gas vent pipes, which have almost the same structure as the culvert drain pipe, are inserted vertically from the settling filter layer to the upper part of the sludge layer with a gentle slope. Solar drying equipment.
JP6096735A 1994-05-10 1994-05-10 Sludge sun drying floor drainage method and sludge sun drying equipment Expired - Lifetime JP2781519B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6096735A JP2781519B2 (en) 1994-05-10 1994-05-10 Sludge sun drying floor drainage method and sludge sun drying equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6096735A JP2781519B2 (en) 1994-05-10 1994-05-10 Sludge sun drying floor drainage method and sludge sun drying equipment

Publications (2)

Publication Number Publication Date
JPH07299499A JPH07299499A (en) 1995-11-14
JP2781519B2 true JP2781519B2 (en) 1998-07-30

Family

ID=14172975

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6096735A Expired - Lifetime JP2781519B2 (en) 1994-05-10 1994-05-10 Sludge sun drying floor drainage method and sludge sun drying equipment

Country Status (1)

Country Link
JP (1) JP2781519B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010234271A (en) * 2009-03-31 2010-10-21 Fujita Corp Method for drying and storing organic material

Also Published As

Publication number Publication date
JPH07299499A (en) 1995-11-14

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