JPH06126265A - Waste treatment and water permeation layer, sewage detector and water shielding sheet to be used in this treatment - Google Patents

Waste treatment and water permeation layer, sewage detector and water shielding sheet to be used in this treatment

Info

Publication number
JPH06126265A
JPH06126265A JP28030192A JP28030192A JPH06126265A JP H06126265 A JPH06126265 A JP H06126265A JP 28030192 A JP28030192 A JP 28030192A JP 28030192 A JP28030192 A JP 28030192A JP H06126265 A JPH06126265 A JP H06126265A
Authority
JP
Japan
Prior art keywords
water
sewage
stretched
sheet
waste
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
JP28030192A
Other languages
Japanese (ja)
Inventor
Takahito Masai
敬人 正井
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.)
Taiyo Kogyo Co Ltd
Original Assignee
Taiyo Kogyo Co Ltd
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 Taiyo Kogyo Co Ltd filed Critical Taiyo Kogyo Co Ltd
Priority to JP28030192A priority Critical patent/JPH06126265A/en
Publication of JPH06126265A publication Critical patent/JPH06126265A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/30Landfill technologies aiming to mitigate methane emissions

Landscapes

  • Processing Of Solid Wastes (AREA)

Abstract

PURPOSE:To prevent the contamination of the ground by subjecting a throwing hole to a surface treatment, providing lower water shielding sheets, water permeation layers and upper water shielding sheets from the surface side to the surface of the treated hole, providing traps to the lower side of the lower water shielding sheets to collect sewage and discharging the sewage to the outside. CONSTITUTION:The surface of the excavated throwing hole 11 is smoothed and the proper points of the bottom thereof are provided with the traps 12 which are connected by drain pipes 13 to a sewage treatment plant. The lower water shielding sheets 15 consisting of polyethylene, etc., are extended on the surface of the throwing hole 11 by superposing the respective edges thereof on each other and thermally welding the superposed parts 15a. The water permeation layers 16 constituted of lower nonwoven fabrics 16a, nets 16d and upper nonwoven fabrics 16c are provided thereon. Further, the upper water shielding sheets 15b are extended on the upper nonwoven fabrics 16c by forming the superposed parts 15 and thermally welding these parts in the same manner as for the lower water shielding sheets 15. The traps 12 are provided with sensors 14 for detecting the sewage to detect the volume and quality of the sewage.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、廃棄物処理方法並び
に該方法に用いられる透水層及び汚水検出装置並びに遮
水性シートに関するものであり、特に、廃棄物を埋設し
た穴から汚水等が周辺地盤に滲入して環境を汚染するよ
うなことがないようにした廃棄物処理に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a waste treatment method, a water permeable layer and a sewage detection device used in the method, and a water shield sheet. In particular, sewage is discharged from a hole in which waste is buried in the surrounding ground. The present invention relates to waste treatment so that it does not infiltrate into the environment and pollute the environment.

【0002】[0002]

【従来の技術】従来の此種廃棄物処理方法を図8に従っ
て説明する。同図に於て、1は廃棄物2,2…を投棄す
るために掘削された穴である。該穴1はその表面が略平
滑面状に処理され、該表面に塩ビ、ゴム等の遮水性シー
ト3,3…が張設される。而して、之等遮水性シート
3,3…の夫々の縁部を相互に重ね、該重ね部3a,3
a…を夫々熱溶着して一体的に装着せられる。
2. Description of the Related Art A conventional waste disposal method of this kind will be described with reference to FIG. In the figure, 1 is a hole excavated for discarding waste materials 2, 2. The surface of the hole 1 is treated so as to have a substantially smooth surface, and water-impervious sheets 3, 3, ... Then, the edges of the water-impermeable sheets 3, 3 ... Are overlapped with each other, and the overlapped portions 3a, 3
Each of a ... Is heat-welded and integrally attached.

【0003】斯くして、張設された前記遮水性シート
3,3…の上面に所定厚さに砂粒4,4…が撒布されて
廃棄物2,2…の埋立地5を構成する。そこで、前記砂
粒4,4…上に逐次廃棄物2,2…が投棄され、該投棄
穴1を略一杯に充填したときには、該廃棄物2,2…の
上面に遮水性シート3b,3b…が張設され、その縁部
の重ね部が熱溶着され、更に、該遮水性シート3b,3
b…上に土5a,5a…等を盛土して廃棄物処理が為さ
れるのである。
In this way, sand particles 4, 4 ... Are spread over the upper surface of the stretched water-impervious sheets 3, 3 ... to a predetermined thickness to form a landfill 5 for wastes 2, 2. Therefore, when the wastes 2, 2 ... Are sequentially dumped on the sand grains 4, 4 ... and the dumping hole 1 is almost completely filled, the water blocking sheets 3b, 3b. Is stretched, and the overlapping portions of the edges are heat-welded, and the water-blocking sheets 3b, 3
The soil is treated by embedding soil 5a, 5a, etc. on b.

【0004】[0004]

【発明が解決しようとする課題】上記従来の廃棄物処理
方法は掘削した穴の表面に遮水性シートを張設し、その
上面に砂を撒布しているが、この上面より種々の形態の
廃棄物が投棄されるため、該遮水性シートの溶着部が剥
離したり、或は、該遮水性シートに裂損部が生じたりす
ることがある。然るときは、該剥離部分又は裂損部から
廃棄物内に滲透している汚水が周辺地盤に滲出して井戸
水その他の地盤汚染の要因となることが考えられるので
ある。
In the above-mentioned conventional waste treatment method, a water-impermeable sheet is stretched on the surface of an excavated hole and sand is sprinkled on the upper surface thereof, but various types of waste are disposed from this upper surface. Since the material is thrown away, the welded portion of the water shield sheet may be peeled off or a tear portion may be formed in the water shield sheet. In such a case, it is conceivable that the sewage permeated into the waste from the peeled portion or the breakage portion will seep to the surrounding ground and cause well water or other ground contamination.

【0005】そこで、廃棄物の埋立地より該廃棄物にて
汚染された汚水が周辺地盤に滲出して地盤汚染の要因と
ならないようにするために解決せらるべき技術的課題が
生じてくるのであり、本発明は該課題を解決することを
目的とする。
Therefore, there arises a technical problem to be solved in order to prevent the sewage polluted by the waste from leaching from the landfill of the waste to leak to the surrounding ground and become a factor of ground pollution. Therefore, the present invention aims to solve the problems.

【0006】[0006]

【課題を解決するための手段】本発明は上記目的を達成
するために提案せられたものであり、廃棄物投棄地を掘
削して投棄穴を設け、該投棄穴を表面処理した後、該投
棄穴の表面に下側遮水性シートを張設し、更に、該下側
遮水性シート上に透水層を設け、該透水層の上面に上側
遮水性シートを張設すると共に、前記下側遮水性シート
下部の適宜個所にはトラップが設けられており、該トラ
ップに滞溜した汚水を外部に排出できるように構成され
た該廃棄物処理方法、及び前記透水層は下側遮水性シー
ト上に下側不織布(保護材)を張設し、更に、該下側不
織布の上面にネットを張設すると共に、該ネット上に上
側不織布を張設し、該上側不織布上に上側遮水性シート
を張設して成る該廃棄物処理方法に用いられる透水層、
並びに前記トラップ内にセンサを挿入し、該トラップ内
に滞溜する汚水を検出できるように構成された該廃棄物
処理方法に用いられる汚水検出装置及び前記遮水性シー
トは少くとも法面側の表面がしぼ状に形成されている該
廃棄物処理方法に用いられる遮水性シートを提供するも
のである。
DISCLOSURE OF THE INVENTION The present invention has been proposed in order to achieve the above-mentioned object, and after excavating a waste dumping site to provide a dumping hole, surface treating the dumping hole, A lower water-impervious sheet is stretched on the surface of the dump hole, a water-permeable layer is further provided on the lower water-impermeable sheet, and an upper water-impermeable sheet is stretched on the upper surface of the water-permeable layer. A trap is provided at an appropriate place under the aqueous sheet, and the waste treatment method is configured to discharge wastewater accumulated in the trap to the outside, and the water-permeable layer is provided on the lower water-blocking sheet. A lower nonwoven fabric (protective material) is stretched, a net is stretched on the upper surface of the lower nonwoven fabric, an upper nonwoven fabric is stretched on the net, and an upper water-blocking sheet is stretched on the upper nonwoven fabric. A permeable layer used for the waste treatment method,
Also, the sewage detection device and the water blocking sheet used in the waste treatment method, which are configured to insert a sensor into the trap and detect sewage accumulated in the trap, are at least the surface on the slope side. The present invention provides a water-blocking sheet used in the waste treatment method, which is formed in a grain shape.

【0007】[0007]

【作用】廃棄物の投棄穴が掘削されたとき、該投棄穴の
適宜個所にトラップを設け、該トラップにドレンパイプ
を連設し、そして、該ドレンパイプは所定の汚水処理場
等に連設される。このとき、該トラップにはセンサを挿
入しておく。斯くして、掘削された投棄穴は適宜の手段
によって表面を略平滑面に処理される。そこで、該平滑
面に例えばポリエチレン、塩ビ又はゴム材等から成る下
側遮水性シートを張設する。
When a dumping hole for waste is excavated, a trap is provided at an appropriate place in the dumping hole, a drain pipe is connected to the trap, and the drain pipe is connected to a predetermined wastewater treatment plant or the like. To be done. At this time, a sensor is inserted in the trap. In this way, the surface of the excavated dump hole is processed into a substantially smooth surface by an appropriate means. Therefore, a lower water-impervious sheet made of, for example, polyethylene, vinyl chloride or a rubber material is stretched on the smooth surface.

【0008】次に、該下側遮水性シート上に透水層を設
ける。該透水層は下部に不織布等から成る保護材が装着
され、そして、該保護材上にプラスチック材等より成る
ネットが装着され、更に、該ネット上に前記不織布が装
着され、該不織布上に再び上側遮水性シートが張設され
るのである。而して、前記遮水性シートはその縁部が相
互に重ねられ、そして、該重ね部を熱溶着して一体的に
張設されることは当然である。而も、該遮水性シートは
その表面がしぼ加工されているものを用いることによ
り、掘削穴の急角度に対して張設しても摩擦係数が大な
るため、密着性が良好となり、該急斜面の掘削穴にも適
正に対応できる。
Next, a water-permeable layer is provided on the lower water-blocking sheet. A protective material made of a non-woven fabric or the like is attached to a lower portion of the water-permeable layer, a net made of a plastic material or the like is attached to the protective material, the non-woven fabric is attached to the net, and the non-woven fabric is again attached to the non-woven fabric. The upper water-blocking sheet is stretched. Therefore, it is natural that the water-impermeable sheets have their edges overlapped with each other, and the overlapped portions are heat-welded and integrally stretched. Further, by using the water-blocking sheet whose surface is grained, the friction coefficient becomes large even when stretched at a steep angle of the excavation hole, so that the adhesion becomes good and the steep slope Appropriately suitable for drilling holes.

【0009】更に、前記透水層を用いることにより、投
棄穴に投棄される諸種形態の廃棄物の衝撃力が上側遮水
性シートに負荷されても、該上側遮水性シートは下方の
前記透水層を構成する不織布(保護材)の緩衝作用によ
って直撃力が緩和されるので、該上側遮水性シートの裂
損等の現象が殆ど防止できる。更に又、仮に、前記上側
遮水性シートに裂損等が生じ、そして、該上側遮水性シ
ート上に堆積されている廃棄物にて汚染された汚水が該
裂損部より下方へ滲出しても、該汚水は透水層内を流れ
てトラップに滞溜することになる。そこで、該トラップ
に滞溜した汚水はセンサにて質、量等が検出されると共
に、ドレンパイプを介して外部へ排出される。斯くし
て、廃棄物にて汚染された汚水は該廃棄物の投棄穴の周
辺地盤に滲出するようなことはない。
Further, by using the water permeable layer, even if the impact force of various forms of waste dumped in the dump hole is applied to the upper water-impervious sheet, the upper water-impervious sheet does not move the lower water permeable layer. Since the direct hitting force is alleviated by the buffering action of the constituent non-woven fabric (protective material), the phenomenon such as tearing of the upper water-impervious sheet can be almost prevented. Furthermore, even if the upper water-impervious sheet is cracked or the like, and sewage contaminated with the waste accumulated on the upper water-impermeable sheet oozes downward from the tear portion. The sewage flows in the permeable layer and stays in the trap. Therefore, the quality, quantity, etc. of the wastewater accumulated in the trap are detected by the sensor, and the wastewater is discharged to the outside through the drain pipe. Thus, wastewater contaminated with waste does not seep to the ground around the waste disposal hole.

【0010】[0010]

【実施例】以下、本発明の一実施例を図1乃至図7に従
って説明する。尚、説明の都合上、従来技術も同時に説
明するものとする。図1は廃棄物10,10…を投棄す
るために掘削された投棄穴11の縦断面図である。同図
に於て、該投棄穴11の底部の適宜個所にトラップ12
が設けられている。更に、該トラップ12にはドレンパ
イプ13が接続されており、該ドレンパイプ13は所定
の汚水処理場(図示せず)等に接続される。更に、該ト
ラップ12内にはセンサ14が挿入されており、そし
て、該センサ14によって、該トラップ12内に流入す
る汚水の量又はPH等の質等を検出できるように構成さ
れる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. For convenience of explanation, the conventional technique will be described at the same time. FIG. 1 is a vertical cross-sectional view of a dump hole 11 excavated for dumping wastes 10, 10. In the figure, the trap 12 is placed at an appropriate position on the bottom of the dump hole 11.
Is provided. Further, a drain pipe 13 is connected to the trap 12, and the drain pipe 13 is connected to a predetermined sewage treatment plant (not shown) or the like. Further, a sensor 14 is inserted in the trap 12, and the sensor 14 is configured so as to be able to detect the amount of wastewater flowing into the trap 12 or the quality of PH or the like.

【0011】図2は前記投棄穴11の表面が略平滑面に
処理された後、該投棄穴11の表面にポリエチレン、塩
ビ又はゴム材等から成る下側遮水性シート15,15…
が張設される。該遮水性シート15,15…はその縁部
が相互に重ねられ、その重ね部15a,15a…が熱溶
着されて一体的に張設される。次に、該下側遮水性シー
ト15の上面に透水層16が設けられる。而して、該透
水層16は、図3の実施例図に於ては、該下側遮水性シ
ート15上に相当の厚みを有する不織布16a,16a
…が装着されて相互に接合され、更に、該下側不織布1
6a,16a…の上面にプラスチック材等より成るネッ
ト16b,16b…を載設して相互に結合され、更に、
該ネット16b,16b…上に上側不織布16c,16
c…を装着して相互に接合する。然る後、該上側不織布
16c,16c…上に上側遮水性シート15b,15b
…を張設して相互の重ね部15c,15c…を熱溶着す
る。
In FIG. 2, after the surface of the dump hole 11 is treated to be a substantially smooth surface, the lower water-blocking sheets 15, 15 ... Made of polyethylene, vinyl chloride, rubber material, etc. are formed on the surface of the dump hole 11.
Is stretched. The water-impermeable sheets 15, 15 ... Have their edges overlapped with each other, and the overlapped portions 15a, 15a. Next, the water permeable layer 16 is provided on the upper surface of the lower water-blocking sheet 15. Thus, in the embodiment of FIG. 3, the water-permeable layer 16 is a nonwoven fabric 16a, 16a having a considerable thickness on the lower water-blocking sheet 15.
... are attached and joined to each other, and further, the lower nonwoven fabric 1
The nets 16b, 16b made of a plastic material or the like are placed on the upper surfaces of the 6a, 16a, ...
Upper non-woven fabrics 16c, 16 on the nets 16b, 16b ...
Attach c ... and join each other. Then, the upper non-woven fabrics 16c, 16c ...
Are stretched and the mutual overlapping portions 15c, 15c are heat-welded.

【0012】而して、前記双方の遮水性シート15,1
5bは引張強度、引裂強度、破裂強度、伸度等に優れ、
耐久性、耐候性が良好で相互の熱溶着部も強固である素
材が選択されることは当然である。更に、該遮水性シー
ト15,15bの表面は図6及び図7に示す如く、しぼ
状P,P…に形成されて摩擦係数を大に形成される。
又、前記双方の不織布16a,16cは該遮水性シート
15,15b並びに上下の不織布16a,16c間に介
装しているネット16bに対して負荷される衝撃の緩衝
作用を為す。斯くして、該投棄穴11内に投棄される各
種形態の廃棄物10,10…の直撃力は該不織布16
a,16cの緩衝作用にて緩和されるので、前記遮水性
シート15,15b及びネット16bの破損、裂損等を
防止する。従って、該廃棄物10,10…にて汚染さ
れ、且つ、該投棄穴11内に滞溜している汚水は、前記
上側遮水性シート15b,15b…にて遮断され、該投
棄穴11外の周辺地盤に滲出することはない。
[0012] Thus, both of the water-blocking sheets 15 and 1
5b is excellent in tensile strength, tear strength, burst strength, elongation, etc.,
As a matter of course, a material having good durability and weather resistance and having strong mutual heat-bonded portions is selected. Further, as shown in FIGS. 6 and 7, the surfaces of the water-impermeable sheets 15 and 15b are formed in a grain shape P, P ... And have a large friction coefficient.
Further, both of the non-woven fabrics 16a and 16c serve to buffer the impact applied to the water blocking sheets 15 and 15b and the net 16b interposed between the upper and lower non-woven fabrics 16a and 16c. Thus, the direct impact force of the wastes 10, 10 ... Of various forms dumped in the dump hole 11 is the non-woven fabric 16
Since it is alleviated by the buffering action of a and 16c, damage and tear of the water blocking sheets 15 and 15b and the net 16b are prevented. Therefore, the contaminated water contaminated with the wastes 10, 10 ... And accumulated in the dump hole 11 is blocked by the upper water-blocking sheets 15b, 15b ... And outside the dump hole 11. It does not seep into the surrounding ground.

【0013】又、万一、該上側遮水性シート15b,1
5b…の一部に裂損部が生じ、該裂損部より前記汚水が
流出したとしても、該汚水は透水層16内に流出し、そ
して、該透水層16内よりトラップ12内に流れ込み、
該トラップ12よりドレンパイプ13を介して汚水処理
場等へ排出させられる。斯くして、該汚水は周辺地盤内
に滲出するようなことは全くない。又、該トラップ12
内に設置せられているセンサ14にて汚水の滲出量又は
質量等が検出されるので、適切なる対応を為すことも可
能となる。
In addition, by any chance, the upper water-blocking sheets 15b, 1
Even if a rupture portion is formed in a part of 5b ... and the sewage flows out from the rupture portion, the sewage flows into the water permeable layer 16 and then flows into the trap 12 from the water permeable layer 16.
The trap 12 is discharged to a sewage treatment plant or the like through a drain pipe 13. Thus, the sewage never leaks into the surrounding ground. Also, the trap 12
Since the amount of sewage leaked out, the mass, or the like is detected by the sensor 14 installed inside, appropriate measures can be taken.

【0014】又、該投棄穴11を廃棄物10,10…で
殆ど充填されたときは、図4に示す如く、該廃棄物1
0,10…上に再度遮水性シート17を張設し、その上
に土18等を適宜厚さに撒布して廃棄物10,10…の
埋立地19を構成し、該埋立地19は公園、緑地帯等に
用いられることができるのである。尚、この発明は、こ
の発明の精神を逸脱しない限り種々の改変を為すことが
でき、そして、この発明が該改変せられたものに及ぶこ
とは当然である。
Further, when the dump hole 11 is almost filled with the wastes 10, 10, ..., As shown in FIG.
0, 10 ... Re-extend the water-impervious sheet 17 and spread soil 18 etc. on it to form a landfill site 19 for the waste products 10, 10 ..., and the landfill site 19 is a park. , Can be used in green areas, etc. The present invention can be variously modified without departing from the spirit of the present invention, and it goes without saying that the present invention extends to the modified version.

【0015】[0015]

【発明の効果】本発明は、上記一実施例にて詳述せる如
く、廃棄物の投棄穴の表面に張設される遮水性シートは
二重になっており、且つ、該遮水性シート間に透水層を
設けているので、投棄穴に投棄せられる各種廃棄物の直
撃力を前記透水層にて緩衝されるので、該遮水性シート
は裂損するようなことがない。従って、該廃棄にて汚染
された汚水が周辺地盤に滲出して公害を惹起せしめるよ
うなことはなくなる。更に、万一、該遮水性シートの一
部に裂損等が生じ、該裂損部より前記汚水が流出しよう
としても下部の透水層に流れ込み、該透水層からトラッ
プ内に流出し、そして、該トラップよりドレンパイプを
介して汚水処理場等に排出されるので、この場合も、該
汚水周辺地盤に滲出するようなことはない。更に、該ト
ラップ内に設置したセンサにて汚水の量と質を検出でき
る。
According to the present invention, as described in detail in the above-mentioned one embodiment, the water-impermeable sheets stretched over the surface of the waste dumping hole are doubled, and the space between the water-impermeable sheets is Since the water permeable layer is provided in the above, since the direct impact force of various wastes thrown into the dump hole is buffered by the water permeable layer, the water impervious sheet does not break. Therefore, the sewage polluted by the disposal will not leak to the surrounding ground and cause pollution. Further, in the unlikely event that breakage or the like occurs in a part of the water-permeable sheet, even if the sewage is about to flow out from the breakage part, it flows into the lower water-permeable layer, flows out from the water-permeable layer into the trap, and, Since it is discharged from the trap through a drain pipe to a sewage treatment plant or the like, in this case as well, it does not exude to the ground around the sewage. Furthermore, the quantity and quality of wastewater can be detected by a sensor installed in the trap.

【0016】更に、前記遮水性シートはその表面がしぼ
状に形成されているため摩擦係数が大となり、従って、
投棄穴の急斜面にも用いることが可能となる等、正に、
諸種の効果を奏する発明である。
Further, since the surface of the water-impervious sheet is formed in a grain shape, the coefficient of friction becomes large, and therefore,
It is possible to use it for steep slopes of dump holes.
It is an invention that produces various effects.

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

【図1】廃棄物の投棄穴を掘削した状態を示す縦断面
図。
FIG. 1 is a vertical sectional view showing a state in which a waste dumping hole is excavated.

【図2】図1の投棄穴に遮水性シートを張設した状態を
示す縦断面図。
FIG. 2 is a vertical cross-sectional view showing a state in which a water blocking sheet is stretched over the dump hole of FIG.

【図3】図2の遮水性シート上に透水層を設け、更に、
その上面に遮水性シートを張設した状態を示す縦断面
図。
FIG. 3 provides a water-permeable layer on the water-blocking sheet of FIG.
FIG. 3 is a vertical cross-sectional view showing a state in which a water blocking sheet is stretched on the upper surface thereof.

【図4】図3の投棄穴に廃棄物を投棄した状態を示す縦
断面図。
FIG. 4 is a vertical cross-sectional view showing a state in which waste is dumped in the dump hole of FIG.

【図5】図4の廃棄物上に遮水性シートを張設し、その
上面に土を盛った状態を示す縦断面図。
FIG. 5 is a vertical cross-sectional view showing a state in which a water-blocking sheet is stretched on the waste shown in FIG. 4 and soil is placed on the upper surface thereof.

【図6】遮水性シートの一部切欠平面図る。FIG. 6 is a partially cutaway plan view of the water shield sheet.

【図7】図6のA−A線断面図。7 is a cross-sectional view taken along the line AA of FIG.

【図8】従来例の縦断面図。FIG. 8 is a vertical sectional view of a conventional example.

【符号の説明】[Explanation of symbols]

10 廃棄物 11 投棄穴 12 トラップ 13 ドレンパイプ 14 センサ 15 下側遮水性シート 15b 上側遮水性シート 16 透水層 16a 下側不織布 16b ネット 16c 上側不織布 10 Waste 11 Disposal Hole 12 Trap 13 Drain Pipe 14 Sensor 15 Lower Water-Impermeable Sheet 15b Upper Water-Impermeable Sheet 16 Water-permeable Layer 16a Lower Nonwoven Fabric 16b Net 16c Upper Nonwoven Fabric

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 廃棄物投棄地を掘削して投棄穴を設
け、該投棄穴を表面処理した後、該投棄穴の表面に下側
遮水性シートを張設し、更に、該下側遮水性シート上に
透水層を設け、該透水層の上面に上側遮水性シートを張
設すると共に、前記下側遮水性シート下部の適宜個所に
はトラップが設けられており、該トラップに滞溜した汚
水を外部に排出できるように構成されたことを特徴とす
る廃棄物処理方法。
1. A waste dumping site is excavated to form a dumping hole, the dumping hole is surface-treated, and a lower water-impervious sheet is stretched on the surface of the dumping hole. A water-permeable layer is provided on the sheet, an upper water-impervious sheet is stretched on the upper surface of the water-permeable layer, and a trap is provided at an appropriate place below the lower water-impermeable sheet, and sewage accumulated in the trap. A waste treatment method characterized in that the waste is discharged to the outside.
【請求項2】 前記透水層は下側遮水性シート上に下
側不織布(保護材)を張設し、更に、該下側不織布の上
面にネットを張設すると共に、該ネット上に上側不織布
を張設し、該上側不織布上に上側遮水性シートを張設し
て成ることを特徴とする請求項1記載の廃棄物処理方法
に用いられる透水層。
2. The water-permeable layer comprises a lower non-woven fabric (protective material) stretched on a lower water-blocking sheet, a net stretched on the upper surface of the lower non-woven fabric, and an upper non-woven fabric placed on the net. 2. The water-permeable layer used in the waste treatment method according to claim 1, wherein the upper non-woven fabric is stretched, and an upper water-impervious sheet is stretched on the upper non-woven fabric.
【請求項3】 前記トラップ内にセンサを挿入し、該
トラップ内に滞溜する汚水を検出できるように構成され
たことを特徴とする請求項1記載の廃棄物処理方法に用
いられる汚水検出装置。
3. The sewage detection apparatus used in the waste treatment method according to claim 1, wherein a sensor is inserted into the trap so that sewage accumulated in the trap can be detected. .
【請求項4】 前記遮水性シートは少くとも法面側の
表面がしぼ状に形成されていることを特徴とする請求項
1記載の廃棄物処理方法に用いられる遮水性シート。
4. The water impervious sheet used in the waste treatment method according to claim 1, wherein the water impervious sheet has a grain-like surface at least on the slope side.
JP28030192A 1992-10-19 1992-10-19 Waste treatment and water permeation layer, sewage detector and water shielding sheet to be used in this treatment Pending JPH06126265A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28030192A JPH06126265A (en) 1992-10-19 1992-10-19 Waste treatment and water permeation layer, sewage detector and water shielding sheet to be used in this treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28030192A JPH06126265A (en) 1992-10-19 1992-10-19 Waste treatment and water permeation layer, sewage detector and water shielding sheet to be used in this treatment

Publications (1)

Publication Number Publication Date
JPH06126265A true JPH06126265A (en) 1994-05-10

Family

ID=17623084

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28030192A Pending JPH06126265A (en) 1992-10-19 1992-10-19 Waste treatment and water permeation layer, sewage detector and water shielding sheet to be used in this treatment

Country Status (1)

Country Link
JP (1) JPH06126265A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5887021B1 (en) * 2015-11-30 2016-03-16 株式会社フジコーポレーション Bottom plate / side wall structure
JP5918436B1 (en) * 2015-11-30 2016-05-18 株式会社フジコーポレーション Bottom plate / side wall structure and bottom plate / side wall construction method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6475086A (en) * 1987-09-16 1989-03-20 Hitachi Cable Water shut-off sheet
JP3089727B2 (en) * 1991-08-14 2000-09-18 ソニー株式会社 Portable electronic devices

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6475086A (en) * 1987-09-16 1989-03-20 Hitachi Cable Water shut-off sheet
JP3089727B2 (en) * 1991-08-14 2000-09-18 ソニー株式会社 Portable electronic devices

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5887021B1 (en) * 2015-11-30 2016-03-16 株式会社フジコーポレーション Bottom plate / side wall structure
JP5918436B1 (en) * 2015-11-30 2016-05-18 株式会社フジコーポレーション Bottom plate / side wall structure and bottom plate / side wall construction method

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