JPS6265802A - Waste disposal station - Google Patents

Waste disposal station

Info

Publication number
JPS6265802A
JPS6265802A JP60205231A JP20523185A JPS6265802A JP S6265802 A JPS6265802 A JP S6265802A JP 60205231 A JP60205231 A JP 60205231A JP 20523185 A JP20523185 A JP 20523185A JP S6265802 A JPS6265802 A JP S6265802A
Authority
JP
Japan
Prior art keywords
waste
rainwater
liquid
waste disposal
disposal site
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.)
Pending
Application number
JP60205231A
Other languages
Japanese (ja)
Inventor
新田 啓二
武久 加藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Bridgestone Corp
Original Assignee
Bridgestone Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP60205231A priority Critical patent/JPS6265802A/en
Publication of JPS6265802A publication Critical patent/JPS6265802A/en
Pending legal-status Critical Current

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  • Refuse Collection And Transfer (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 LIL上L1皿上1 本発明は、遮液用敷膜を敷設し、廃棄物から流出する汚
染水を処理する汚水処理装置を設けてなる廃棄物処分場
に係り、特に雨水対策を施した廃棄物処分場に関するも
のである。
[Detailed description of the invention] LIL top L1 dish top 1 The present invention relates to a waste disposal site which is provided with a liquid-blocking membrane and a sewage treatment device for treating contaminated water flowing out from waste. This particularly concerns waste disposal sites with rainwater protection.

1釆且韮 腐敗有機物、有害物質、油類等を含む汚染水が流出する
廃棄物をそのまま地中に投棄すると、汚染水が地中に染
み込lυで土地を汚染し、地下水に混入して人畜に害を
及ぼす。その対策として、通常では、廃棄物処分場の地
表に遮液用敷膜(遮液シート)を敷き詰め、その上に廃
棄物を投棄しており、遮液用敷膜上で集められた汚染水
は、汚水処理装置で処理される。
1. If waste is dumped into the ground, which releases contaminated water containing decaying organic matter, harmful substances, oils, etc., the contaminated water will seep into the ground, contaminate the land, and mix with groundwater. Harmful to humans and animals. As a countermeasure, normally a liquid-shielding membrane (liquid-shielding sheet) is spread on the ground surface of a waste disposal site and waste is dumped on top of it, and contaminated water collected on the liquid-shielding membrane is is treated in sewage treatment equipment.

−が °lしよ−とするp ところで、投棄された廃棄物に雨水が混入する廃棄物処
分場では、汚染水量が増加するために、汚水処理装置を
大型化しなければならず、その建造費が高価となるだけ
でなく、多大の維持経費を必要とした。また、雨水の混
入mにより汚染水の水質が変動するため、浄化後の水質
が安定せず、汚水処理作業が困難であった。
By the way, at waste disposal sites where rainwater mixes with dumped waste, the amount of contaminated water increases, so sewage treatment equipment must be enlarged, and its construction costs Not only was it expensive, but it also required a large amount of maintenance costs. Furthermore, since the quality of contaminated water fluctuates due to the mixing of rainwater, the quality of water after purification is not stable, making wastewater treatment difficult.

ロ コ  ゛  るた の 本発明の目的は、廃棄物処分場における廃棄物中への雨
水の混入を防ぎ、浄化すべき汚染水量を減少させる点に
ある。
An object of the present invention is to prevent rainwater from entering waste at a waste disposal site and to reduce the amount of contaminated water to be purified.

この目的は、遮液用敷膜を敷設し、廃棄物から流出する
汚染水を処理する汚染水処理装置を設けてなる廃棄物処
分場において、対雨水遮蔽体をもって、接触、若しくは
接触けずに廃棄物を上方から覆うとともに、廃棄物と接
触する部分では補液機能を備え、廃棄物と接触しない部
分では補液機能を備えず、廃棄物から流出した汚染水を
汚水処理装置に導く導液管を、遮液用敷膜の表面に添設
し、かつ遮液用敷膜で集められた雨水を、雨水排出手段
をもって廃棄物処分場外に排出することによって達成さ
れる。
The purpose of this is to dispose of waste with or without contact with a rainwater shield at a waste disposal site that is equipped with a liquid-blocking membrane and a contaminated water treatment system that treats contaminated water flowing out from waste. In addition to covering the object from above, the parts that come into contact with the waste have a fluid replacement function, and the parts that do not come into contact with the waste do not have a fluid replacement function. This is achieved by discharging rainwater collected by the liquid-shielding membrane attached to the surface of the liquid-shielding membrane to the outside of the waste disposal site using a rainwater discharge means.

すなわち、本発明では、廃棄物に対する雨水の混入を防
ぐとともに、遮液用敷膜で受けた清浄な雨水は、これを
廃棄物処分場外に排出し、廃棄物自体から流出する汚染
水のみを浄化処理することにしたものであり、従来に比
して、汚染水の量が少ないため、汚水処理装置の能力を
、廃棄物投棄量に応じて最小限に設定することが可能で
ある。
In other words, the present invention prevents rainwater from mixing with waste, drains clean rainwater received by the liquid-blocking membrane outside the waste disposal site, and purifies only the contaminated water flowing out from the waste itself. Since the amount of contaminated water is smaller than in the past, it is possible to set the capacity of the sewage treatment equipment to the minimum depending on the amount of waste to be disposed of.

災−施一躬 以上、第1図ないし第6図に示した本発明の一実施例に
ついて説明する。
An embodiment of the present invention shown in FIGS. 1 to 6 will now be described.

第1図は、廃棄物処分場10を縦断面図として示してお
り、該廃棄物処分場10の廃棄物集積部12は傾斜地で
あって、周囲をコンクリート製堤壁14で囲まれるとと
もに、その全体が遮液用可撓性材料製敷設16(例、ゴ
ム膜、軟質m脂膜〉で覆われている。また、敷設16上
にはコンクリート、硬質樹脂等で形成された導液管18
が、木枝状に分布して添設されている(第2図参照)。
FIG. 1 shows a waste disposal site 10 as a vertical cross-sectional view, and the waste accumulation section 12 of the waste disposal site 10 is on a slope, surrounded by a concrete embankment wall 14, and The entire structure is covered with a liquid-shielding flexible material 16 (e.g., rubber membrane, soft oil film). On top of the lining 16 is a liquid guiding pipe 18 made of concrete, hard resin, etc.
are attached in a tree-like distribution (see Figure 2).

この導液管18は、多数の枝管20と本管22より成り
、各枝管20は本管22に向って傾斜、集合し、本管2
2は廃棄物40位置から後記汚水処理装置32に向って
傾斜しており、しかも、第3図ないし第5図に示す如く
、導液管18は、その下半周部分が、敷設16と共に地
中に位置している。さらに、導液管本体には、全長に亘
って多数の補液穴24が形成され、外周全体を覆って通
液性の発泡ポリウレタン製土砂流入防止材26が付され
、廃棄物40と接触しない範囲である廃棄物未投棄部1
3では、土砂流入防止材2Gの上半部外周に、ゴム、軟
質樹脂等で形成された遮水It!J28が接着剤を用い
、または用いることなく被せられている(第5図参照)
This liquid guiding pipe 18 is made up of a large number of branch pipes 20 and a main pipe 22, and each branch pipe 20 is inclined toward the main pipe 22 and converges.
2 is inclined from the position of the waste 40 toward the sewage treatment equipment 32 described later, and as shown in FIGS. It is located in Furthermore, a large number of fluid replacement holes 24 are formed along the entire length of the liquid guide pipe body, and a liquid-permeable foamed polyurethane soil inflow prevention material 26 is attached to cover the entire outer periphery, and an area that does not come into contact with the waste 40 is provided. Undumped waste part 1
In 3, the water-shielding It! J28 is applied with or without adhesive (see Figure 5)
.

汚水処理装置32は、堤壁14の外方に配置され、導液
管18の本管22が導入されており、また、堤壁14に
沿って、排水ポンプPを含む雨水排出手段34が設置さ
れている。
The sewage treatment device 32 is arranged outside the embankment wall 14, and the main pipe 22 of the liquid guide pipe 18 is introduced, and a rainwater discharge means 34 including a drainage pump P is installed along the embankment wall 14. has been done.

さらに、廃棄物投棄位置Aで投棄される廃棄物40は、
その上面全体を塩化ビニール、ポリエチレン、エチレン
−酢酸ビニール共重合体、エチレン・プロピレン・ター
ポリマー等で形成され、必要に応じて埋設帆布で補強さ
れ得る対雨水遮蔽膜30で覆われている。
Furthermore, the waste 40 dumped at waste dumping position A is
Its entire upper surface is covered with a rainwater shielding membrane 30 made of vinyl chloride, polyethylene, ethylene-vinyl acetate copolymer, ethylene-propylene terpolymer, etc., and can be reinforced with embedded canvas as necessary.

本実施例は、前記の様に構成されており、廃棄物40か
ら流出した汚染水は、廃棄物集積部12における各枝管
20および本管22の土砂流入防止材26を透過し、補
液穴24を通じて導a管18の管本体内に進入し、本管
22内に集合した侵、傾斜に従って流れ下り、堤壁14
の外部に位置する汚水処理装置32内に入って清浄化処
理され、清浄水となって廃棄物処分場10外に排出され
る。
The present embodiment is configured as described above, and the contaminated water flowing out from the waste 40 passes through the soil inflow prevention material 26 of each branch pipe 20 and main pipe 22 in the waste accumulation section 12, and passes through the replenishment hole. 24 into the pipe body of the conduit a pipe 18, and the debris that collects in the main pipe 22 flows down along the slope and flows down to the embankment wall 14.
The wastewater enters a sewage treatment device 32 located outside of the wastewater treatment facility 10, is purified, and is discharged outside the waste disposal site 10 as clean water.

一方、雨天時には、対雨水遮蔽膜30で覆われた廃棄物
40中に雨水が混、入することはなく、雨水は対雨水遮
蔽PA30に沿って廃棄物集積部13側へ流れ落ち、廃
棄物未投棄部13で受けた雨水と共に敷設16に沿って
流れて傾斜下限位置における堤壁14に沿って集められ
る(第2図におけるB参照)。
On the other hand, during rainy weather, rainwater does not mix or enter the waste 40 covered with the rainwater shielding membrane 30, and the rainwater flows down along the rainwater shielding PA 30 toward the waste collection section 13, leaving the waste undisturbed. The rainwater received at the dumping part 13 flows along the laying 16 and is collected along the embankment wall 14 at the lower limit position of the slope (see B in FIG. 2).

この間、廃棄物未投棄部13においては、枝管20およ
び本管22の上半部外周が遮水膜28で覆われているた
め、導液管18の内部に雨水が進入することはない。そ
して、堤壁14に沿って集積された清浄な雨水は、逐次
、雨水排出手段34によって廃棄物処分場10外に排出
される。
During this time, in the waste non-dumping section 13 , the outer periphery of the upper half of the branch pipe 20 and the main pipe 22 is covered with a water-blocking membrane 28 , so rainwater does not enter into the liquid guide pipe 18 . The clean rainwater accumulated along the embankment wall 14 is sequentially discharged to the outside of the waste disposal site 10 by the rainwater discharge means 34.

また、廃棄物40の集積量の増加に対応して廃棄物未投
棄部13における導液管18の遮水膜28を取除き、土
砂流入防止材26を露出させることにより、廃棄物40
に接する導液管18全体に補液機能を与えておくことが
でき、対雨水遮蔽膜30については、第6図図示の如く
、重ね合せによる接着剤接合、または融接をもって(a
、b参照)、対雨水遮蔽膜3OA、30Bを順次接合す
れば良い。
In addition, in response to an increase in the amount of accumulated waste 40, the water-shielding film 28 of the liquid guide pipe 18 in the waste non-dumping section 13 is removed to expose the earth and sand inflow prevention material 26.
A fluid replacement function can be given to the entire liquid guide pipe 18 in contact with the rainwater shielding membrane 30, as shown in FIG.
, b), the rainwater shielding films 3OA and 30B may be sequentially joined.

斯様に、本実施例においては、廃棄物40を対雨水遮蔽
膜30で覆い、廃棄物40中に雨水が混入しない様にす
るとともに、汚染水とは別に雨水を集積して廃棄物処分
@10外に排出せしめる構成を採用したため、汚水処理
装置32で処理すべき汚染水の量が少なく、汚染水の水
質変動が少ないが故に、浄化処理を容易に行うことがで
き、汚水処理装置32の処理能力を適正な大きさに設定
することが可能であって、汚水処理装置32の建造費、
維持管理経費が低減化される5 また、廃棄物40を対雨水遮蔽膜3oで覆うことにより
、悪臭の発生を抑え、近隣住民に対する影響を可及的に
防止することが可能である。
In this way, in this embodiment, the waste 40 is covered with the rainwater shielding membrane 30 to prevent rainwater from getting mixed into the waste 40, and the rainwater is collected separately from contaminated water for waste disposal. 10, the amount of contaminated water to be treated by the sewage treatment device 32 is small, and the quality of the contaminated water does not change much. It is possible to set the processing capacity to an appropriate size, and the construction cost of the sewage treatment equipment 32 is reduced.
Maintenance and management costs are reduced.5 Furthermore, by covering the waste 40 with the rainwater shielding film 3o, it is possible to suppress the generation of bad odors and prevent the impact on neighboring residents as much as possible.

なお、前記実施例では、導液管18の下半部を敷膜16
と共に地中に位置せしめたが、必ずしも斯様な構造を採
用する必要はなく、平坦な敷膜16の上面に導液管18
を添設するだけでもよい。ただし、その場合には、廃棄
物未投棄部13における土砂流入防止材26の全露出部
を、Ω形状で遮水膜28をもって覆う必要がある。
In the above embodiment, the lower half of the liquid guide pipe 18 is covered with the membrane 16.
However, it is not necessary to adopt such a structure, and the liquid guide pipe 18 is placed on the top surface of the flat membrane 16.
You can just attach the . However, in that case, it is necessary to cover the entire exposed portion of the earth and sand inflow prevention material 26 in the non-waste dumping section 13 with a water-blocking film 28 in the shape of Ω.

また、先の実施例における土砂流入防止材26にO 代えて、第7図(図中、ヨは導液管18の管本体と同様
な管を示す)に示す形態で砂または小石26△を用いる
ことも可能であり、その場合、小石26Aを覆って通液
性を有する不織布(または吸出防止膜)29を載せ、そ
の上に進水膜28Aを載せるのが良く、不織布29を用
いることにより、小石26△と遮水膜28Aとの直接接
触を防ぎ、遮水膜28Aの損傷を避けることが可能であ
る。
In addition, instead of the earth and sand inflow prevention material 26 in the previous embodiment, sand or pebbles 26△ in the form shown in FIG. In that case, it is preferable to cover the pebbles 26A with a liquid-permeable nonwoven fabric (or suction prevention membrane) 29, and then place the launching membrane 28A on top of that. , it is possible to prevent direct contact between the pebbles 26Δ and the water-shielding film 28A, thereby avoiding damage to the water-shielding film 28A.

さらに、対雨水遮蔽pIA30の表面に沿って導液管1
8と同様な原理の集雨管を木枝状に設け、集雨管を直接
雨水集積位置(第2図におけるB参照)に導くことによ
り、廃棄物40に対する雨水の影響をより確実に防ぐこ
とが可能である。
Furthermore, the liquid guide pipe 1 is installed along the surface of the rainwater shield pIA30.
The influence of rainwater on the waste 40 can be more reliably prevented by installing a rainwater collection pipe based on the same principle as in 8 in the form of a tree branch and guiding the rainwater collection pipe directly to the rainwater collection position (see B in Fig. 2). is possible.

さらにまた、コンクリート製堤壁14の代りに土堤を設
け、これをpi11!116で覆う構造を採用しても良
い。
Furthermore, a structure may be adopted in which an earthen embankment is provided instead of the concrete embankment wall 14 and this is covered with pi11!116.

なお、前記実施例では、廃棄物40を直接接触させて対
雨水遮蔽膜30で覆ったが、必要に応じて支柱で支えた
屋根をもって廃棄物40を覆っても良い。
In the embodiment described above, the waste 40 was brought into direct contact and covered with the rainwater shielding membrane 30, but if necessary, the waste 40 may be covered with a roof supported by pillars.

なおまた、前記実施例では、廃棄物集積部12を傾斜地
に設置したが、傾斜地であることは必須条件ではなく、
導液管18を通じて汚染水を汚水処理装置32に導き得
るとともに、雨水の集積を行い得る構造であれば良い。
Furthermore, in the above embodiment, the waste collection section 12 was installed on a slope, but being on a slope is not an essential condition.
Any structure may be used as long as it can lead contaminated water to the sewage treatment device 32 through the liquid guide pipe 18 and collect rainwater.

1■立ガ浬 以上の説明から明らかな様に、本発明の廃棄物処分場で
は、対雨水遮蔽体をもって、接触、若しくは接触せずに
廃棄物を上方から覆うとともに、廃棄物と接触する部分
では補液機能を備え、廃棄物としない部分では補液機能
を備えず、廃棄物から流出した汚染水を汚水処理装置に
導く導液管を、遮液用敷膜の表面に添設し、かつ遮液用
敷膜で集められた雨水を、雨水排出手段をもって廃棄物
処分場外に排出する様に構成したため、雨水が廃棄物中
に混入することがなく、雨水による汚水処理母の増大を
防止することが可能であり、汚染水の水質が安定してい
るが故に、その処理が容易であるだけでなく、汚水処理
H@を蒸捏大型化する必要がなく、その建造費および維
持管理費が低減化される。
1. As is clear from the above explanation, in the waste disposal site of the present invention, the waste is covered with a rainwater shield from above with or without contact, and the parts that come into contact with the waste are covered with rainwater shielding bodies. In this case, the part that is not treated as waste has a fluid replacement function, but the part that is not treated as waste does not have a fluid replacement function. Since the structure is configured so that the rainwater collected by the liquid membrane is discharged outside the waste disposal site using a rainwater discharge means, rainwater does not mix with the waste, and the amount of sewage treated due to rainwater is prevented from increasing. Because the quality of contaminated water is stable, it is not only easy to treat, but there is no need to increase the size of the sewage treatment H@, reducing construction and maintenance costs. be converted into

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

第1図は本発明の一実施例に係る廃棄物処分場の縦断面
図、第2図はその要部平面図、第3図は廃棄物集積部に
おける導液管の長尺方向断面図、第4図は該導液管の径
方向断面図、第5図は前記廃棄物処分場の廃棄物未投棄
部における導液管の径方向断面図、第6図は廃棄物を覆
う対雨水遮蔽膜の接続延長態様を示す縦断面図、第7図
は伯の実施例に係る第5図と同様な図である。 10・・・廃棄物処分場、12・・・廃棄物集積部、1
3・・・廃棄物未投棄部、14・・・堤壁、16・・・
敷膜、18・・・導液管、20・・・枝管、22・・・
本管、24・・・補液穴、26・・・土砂流入防止材、
28・・・遮水膜、29・・・不織布、30・・・対雨
水遮蔽膜、32・・・汚水処理装置、34・・・雨水排
出手段、40・・・廃棄物、A・・・廃棄物投棄位置。
FIG. 1 is a vertical sectional view of a waste disposal site according to an embodiment of the present invention, FIG. 2 is a plan view of the main part thereof, and FIG. 3 is a longitudinal sectional view of a liquid conduit in a waste accumulation part. Fig. 4 is a radial cross-sectional view of the liquid conduit, Fig. 5 is a radial cross-sectional view of the liquid conduit in the undisposed part of the waste disposal site, and Fig. 6 is a rainwater shield covering the waste. FIG. 7, a longitudinal cross-sectional view showing a connection and extension mode of the membrane, is a view similar to FIG. 5 according to the embodiment of Haku. 10...Waste disposal site, 12...Waste accumulation section, 1
3... Undumped waste area, 14... Embankment wall, 16...
Layer, 18... Liquid guide pipe, 20... Branch pipe, 22...
Main pipe, 24... Replenishment hole, 26... Sediment inflow prevention material,
28...Waterproof membrane, 29...Nonwoven fabric, 30...Rainwater shielding membrane, 32...Sewage treatment device, 34...Rainwater discharge means, 40...Waste, A... Waste dumping location.

Claims (1)

【特許請求の範囲】 遮液用敷膜を敷設し、廃棄物から流出する汚染水を処理
する汚水処理装置を設けてなる廃棄物処分場において、 接触、若しくは接触せずに廃棄物を上方から覆う対雨水
遮蔽体と、 前記遮液用敷膜の表面に添設され、廃棄物と接触する部
分では補液機能を備え、廃棄物と接触しない部分では補
液機能を備えず、廃棄物から流出する汚染水を汚水処理
装置に導く導液管と、前記遮液用敷膜で集められた雨水
を廃棄物処分場外に排出する雨水排出手段とを具備する
廃棄物処分場。
[Claims] In a waste disposal site where a liquid-shielding membrane is laid down and a sewage treatment device is installed to treat contaminated water flowing out from the waste, the waste is treated from above with or without contact. A rainwater shield is attached to the surface of the liquid-shielding membrane to cover, and has a fluid replacement function in the part that comes into contact with the waste, but does not have a fluid replacement function in the part that does not come into contact with the waste, and the part that does not come into contact with the waste does not have a fluid replacement function, so that it flows out from the waste. A waste disposal site comprising a liquid conduit pipe for guiding contaminated water to a sewage treatment device, and a rainwater discharge means for discharging rainwater collected by the liquid-shielding membrane outside the waste disposal site.
JP60205231A 1985-09-19 1985-09-19 Waste disposal station Pending JPS6265802A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60205231A JPS6265802A (en) 1985-09-19 1985-09-19 Waste disposal station

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60205231A JPS6265802A (en) 1985-09-19 1985-09-19 Waste disposal station

Publications (1)

Publication Number Publication Date
JPS6265802A true JPS6265802A (en) 1987-03-25

Family

ID=16503576

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60205231A Pending JPS6265802A (en) 1985-09-19 1985-09-19 Waste disposal station

Country Status (1)

Country Link
JP (1) JPS6265802A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0435780A (en) * 1990-05-31 1992-02-06 Ohbayashi Corp Treatment of exuded water in waste disposal place
JP2005313105A (en) * 2004-04-30 2005-11-10 Taiyo Kogyo Co Ltd Disposal site having circulation system for improving semi-aerobic state
JP2012192306A (en) * 2011-03-15 2012-10-11 Oishi Kensetsu Kk System for removing and treating sea bottom sludge

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0435780A (en) * 1990-05-31 1992-02-06 Ohbayashi Corp Treatment of exuded water in waste disposal place
JP2005313105A (en) * 2004-04-30 2005-11-10 Taiyo Kogyo Co Ltd Disposal site having circulation system for improving semi-aerobic state
JP2012192306A (en) * 2011-03-15 2012-10-11 Oishi Kensetsu Kk System for removing and treating sea bottom sludge

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