JP3190952B2 - Repair method of impermeable sheet at waste disposal site - Google Patents
Repair method of impermeable sheet at waste disposal siteInfo
- Publication number
- JP3190952B2 JP3190952B2 JP13901895A JP13901895A JP3190952B2 JP 3190952 B2 JP3190952 B2 JP 3190952B2 JP 13901895 A JP13901895 A JP 13901895A JP 13901895 A JP13901895 A JP 13901895A JP 3190952 B2 JP3190952 B2 JP 3190952B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- pipe
- sheet
- monitoring
- 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.)
- Expired - Lifetime
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Processing Of Solid Wastes (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、廃棄物の処分場に関す
るものであって、特に処分場に使用される遮水シートの
補修方法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 disposal site, and more particularly to a method for repairing a water-impervious sheet used in a disposal site.
【0002】[0002]
【従来の技術】廃棄物は、事業活動によって排出される
産業廃棄物と、主として一般家庭から排出される一般廃
棄物とに分かれ、これら廃棄物の最終処分は、海面埋
立、陸上埋立処分などがあるが、海面埋立は、地域的に
制限され、全国的に陸上埋立処分が多い。2. Description of the Related Art Waste is divided into industrial waste discharged from business activities and general waste mainly discharged from households. Final disposal of these wastes is landfill at sea or land. However, land reclamation is locally restricted, and land reclamation is common throughout the country.
【0003】そして、埋立処分では地表面を凹状に開削
して、底面に傾斜を設けた地盤上に浸出水を排除して処
分場外に配するための集水管を設け、その下方に遮水シ
ートを敷設している。[0003] In landfill disposal, the ground surface is cut into a concave shape, and a drainage pipe is installed on the ground with a slope at the bottom to remove leachate and distribute outside the disposal site. Has been laid.
【0004】この遮水シートを構成するのは、合成ゴム
系、合成樹脂系、その他高分子材料からなる遮水材の
他、アスファルト、ゴムアスファルト、粘土ライニング
等による層状遮水材料、その他ルーフィングに用いられ
るシート状遮水材料がある。また、これら遮水材料から
なる遮水シートは、単なる一枚もののシートではなく、
継手部を介して継ぎ合わされた形で使用される。[0004] The water-impervious sheet is formed of a synthetic rubber-based, synthetic resin-based, water-impervious material made of other polymer materials, a layered water-impervious material made of asphalt, rubber asphalt, clay lining, and other roofing materials. There is a sheet-like water barrier material used. In addition, the impermeable sheet made of these impermeable materials is not just a single sheet,
It is used in a jointed form via a joint.
【0005】そして廃棄物はこの凹所内に投棄され、例
えばブルドーザーなどで締固められ、その上に中間覆土
を介在させてサンドイッチ状にし、上端は最終覆土で覆
って公園や運動場などに使用される。[0005] The waste is dumped into the recess, compacted with, for example, a bulldozer, and sandwiched therewith with an intermediate soil covering, and the upper end is covered with a final soil to be used in a park or a sports field. .
【0006】しかし、一般にこのような構成の処分場で
は、廃棄物の圧力で破損したり、廃棄物の化学的影響を
受けないようにシートを使用するが、万一の場合に備え
て対処しておく必要がある。[0006] However, in general, in such a disposal site, sheets are used so as not to be damaged by the pressure of the waste or to be chemically affected by the waste, but measures are taken in case of emergency. Need to be kept.
【0007】このような遮水シートの破損による漏水
は、周辺環境へ影響を及ぼすおそれがある。[0007] Water leakage due to such breakage of the waterproof sheet may affect the surrounding environment.
【0008】そこで、破損個所の検知が必要となるが、
従来では主として目視確認によって破損個所の有無を検
知する方法や、継手部に大気圧以上の圧力をかけて洩れ
の有無を検知する方法や、あるいはその逆に吸引するこ
とで洩れの有無を検知する方法、および、供試体を抜き
取り、室内試験によって供試体の漏水の有無を検知する
方法、さらに、特公平6-47812 号公報にあるように通気
層を設け、この通気層に気体を吹き込む方法などがあ
る。Therefore, it is necessary to detect a damaged portion.
Conventionally, a method of detecting the presence or absence of a broken part mainly by visual confirmation, a method of detecting the presence or absence of leakage by applying a pressure higher than the atmospheric pressure to the joint portion, or vice versa, detecting the presence or absence of leakage by suction A method of extracting a specimen and detecting the presence or absence of water leakage of the specimen by a laboratory test, a method of providing a ventilation layer as described in JP-B-6-47812, and blowing a gas into the ventilation layer. There is.
【0009】[0009]
【発明が解決しようとする課題】しかし、目視認識によ
る点検方法では確実性がなく、気圧の変動を見て洩れの
有無を点検する方法では設備上の関係では部分的な点検
しか行えず、さらに、供試体の検査では、抜取り検査と
同じであって、極めて大きな全体部分を完全に網羅した
検査を行うことはできず、通気層に気体を吹き込む方法
ではこれを定期的に行わなければ確認ができない。However, the inspection method based on visual recognition has no certainty, and the method of inspecting the presence or absence of leakage by checking the fluctuation of air pressure can only perform a partial inspection in terms of equipment. However, the inspection of the specimen is the same as the sampling inspection, and it is not possible to perform an inspection that completely covers an extremely large whole part. Can not.
【0010】また、いずれの方法も破損個所が検知でき
たとしてもこれを補修するには掘り返しを行って破損個
所を露出して修正するなど大変手数と時間を要するもの
となる。In any of the methods, even if a damaged portion can be detected, repairing the damaged portion requires a lot of trouble and time, such as digging and exposing and repairing the damaged portion.
【0011】本発明の目的は前記従来例の不都合を解消
し、遮水シートの破損を確実に検知し、しかも、破損個
所を特定しなくてもその補修を簡単かつ確実に行うこと
ができる廃棄物処分場における遮水シートの補修方法を
提供することにある。An object of the present invention is to dissolve the inconveniences of the conventional example, to reliably detect breakage of the water-impervious sheet, and to easily and surely repair the breakage without specifying the damaged portion. It is an object of the present invention to provide a method for repairing a seepage control sheet in a material disposal site.
【0012】[0012]
【課題を解決するための手段】本発明は前記目的を達成
するため、第1に、傾斜面を有する底面地盤に浸出水を
排除して処分場外に配するための集水管と、その下方に
敷設する遮水シートを埋設した廃棄物処分場において、
前記遮水シートの下方にモニタリング専用管を配設し、
このモニタリング専用管の上に当接して導水マットを敷
設し、このモニタリング専用管に遮水シートから漏出し
た浸出水がモニタされた時には、該モニタリング専用管
を介してグラウト材を遮水シート漏出個所まで浸透させ
ること、第2に、グラウト材は、ゲルタイムが比較的長
いシリカゾル系のグラウト材であること、第3に、モニ
タリング専用管は、リブで仕切った複数の通水路を有
し、少なくとも上面にスリット部を設けた偏平管である
ことを要旨とするものである。SUMMARY OF THE INVENTION In order to achieve the above object, the present invention firstly provides a drainage pipe for removing leachate to a bottom ground having an inclined surface and distributing it outside the disposal site, At the waste disposal site where the impermeable sheet to be laid is buried,
A monitoring dedicated pipe is arranged below the water impermeable sheet,
A water guide mat is laid in contact with the dedicated monitoring pipe, and when leachate leaked from the impermeable sheet is monitored on the dedicated monitoring pipe, the grout material is passed through the dedicated monitoring pipe to the leakage point of the impermeable sheet. Secondly, the grouting material is a silica sol-based grouting material having a relatively long gel time, and thirdly, the monitoring dedicated pipe has a plurality of water passages separated by ribs, and The gist of the present invention is that the flat tube is provided with a slit portion.
【0013】[0013]
【作用】請求項1記載の本発明によれば、遮水シートの
破損で漏水がある場合はこの遮水シートから漏出した浸
出液がモニタリング専用管でモニタされ、破損があるこ
とが検知できる。ただし、その個所は特定できないが、
次に、モニタリング専用管を介してグラウト材を遮水シ
ート漏出個所まで浸透させることで漏水ルートをしゃ断
することができる。According to the first aspect of the present invention, when water is leaked due to breakage of the water-impervious sheet, the leachate leaked from the water-impervious sheet is monitored by the dedicated monitoring pipe, and it can be detected that there is damage. However, the location cannot be identified,
Next, the water leakage route can be cut off by infiltrating the grout material to the leakage point of the impermeable sheet through a monitoring dedicated pipe.
【0014】これに加えて、モニタリング専用管に当接
して導水マットを敷設することで、処分場内の汚水が地
盤中への流出が生じた場合、この導水マットを介してモ
ニタリング専用管に導くことができる。[0014] In addition, by laying a water guide mat in contact with the monitoring pipe, when sewage in the disposal site leaks into the ground, it is guided to the monitoring pipe through the water guide mat. Can be.
【0015】請求項2記載の本発明によれば、グラウト
材は、ゲルタイムが比較的長いシリカゾル系の酸性の強
いグラウト材であることにより、モニタリング専用管内
では比較的長い時間固まらないでいるが、このモニタリ
ング専用管から流出した時点でアルカリ分と反応して固
化する。従って、モニタリング専用管内の未硬化のグラ
ウト材はこれを水等で洗い流すことによりモニタリング
専用管の再利用も可能となる。According to the second aspect of the present invention, since the grout material is a silica sol-based strong grout material having a relatively long gel time, the grout material does not solidify for a relatively long time in the dedicated monitoring tube. When it flows out of this dedicated monitoring tube, it reacts with alkali and solidifies. Therefore, the uncured grout material in the monitoring-dedicated pipe can be reused by flushing it with water or the like.
【0016】請求項3記載の本発明によれば、モニタリ
ング専用管は、リブ構造により通水断面が大きく確保で
きるとともに、卓越した耐圧・引張強度があり、高盛土
の土圧に耐え集排水機能を確保できる。According to the third aspect of the present invention, the monitoring-dedicated pipe can secure a large cross section of water through the rib structure, has excellent pressure resistance and tensile strength, withstands the earth pressure of high embankment, and has a drainage function. Can be secured.
【0017】[0017]
【実施例】以下、本発明の実施例を図面について詳細に
説明する。図1は本発明の廃棄物処分場における遮水シ
ートの補修方法の1実施例を示す縦断正面図、図2は同
上平面図、図3は図1のa部分の拡大断面図、図4は図
1のb部分の拡大断面図である。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. 1 is a longitudinal sectional front view showing one embodiment of a method of repairing a seepage control sheet in a waste disposal site according to the present invention, FIG. 2 is a plan view of the same, FIG. 3 is an enlarged sectional view of a part a in FIG. It is an expanded sectional view of the b part of FIG.
【0018】廃棄物処分場の施工としては、底面地盤を
形成するように掘削を行い、下地整形工を施す。そし
て、ベントナイトと粘土の混合土1を厚さ約30cm程度施
工する。In the construction of the waste disposal site, excavation is performed so as to form the bottom ground, and ground shaping is performed. Then, a mixed soil 1 of bentonite and clay is applied to a thickness of about 30 cm.
【0019】ここにモニタリング専用管2を配設し、図
8に示すようにその上に当接して導水マット14を敷設す
る。さらに、その上に混合土1を厚さ約30cm程度施工す
る。Here, a dedicated monitoring pipe 2 is provided, and as shown in FIG. 8, a water guide mat 14 is laid thereon in contact therewith. Further, the mixed soil 1 is constructed thereon with a thickness of about 30 cm.
【0020】図5に前記モニタリング専用管2を示す
が、リブ2aで仕切られた通水路2bを並列させて多数
形成し、少なくとも上面に開口率約50%のスリット部2
cを設けた偏平管である。このモニタリング専用管2は
図2に示すように循環形状もしくは閉鎖回路的に適宜位
置に配設する。FIG. 5 shows the monitoring dedicated pipe 2 in which a large number of water passages 2b partitioned by ribs 2a are formed in parallel, and at least the upper surface has a slit portion 2 having an aperture ratio of about 50%.
This is a flat tube provided with c. The dedicated monitoring pipe 2 is disposed at an appropriate position in a circulating shape or a closed circuit as shown in FIG.
【0021】遮水シート3を敷設し、さらにその上側に
不織布によるシート保護材4を敷設し、その上には難透
水性保護土5を約50cm〜100cm 程度施工する。図中6は
この遮水シート3の端部を固定するシート固定工であ
る。A water-impervious sheet 3 is laid, and a sheet protective material 4 made of a nonwoven fabric is laid on the water-absorbing sheet 3, and a poorly permeable protective soil 5 is applied thereon by about 50 cm to 100 cm. In the drawing, reference numeral 6 denotes a sheet fixing work for fixing an end of the water-impermeable sheet 3.
【0022】浸出水を排除して処分場外に配するための
集水管7として浸出水集排水管を布設し、その上には現
地発生の砕石8を施工した。A leachate collecting and draining pipe was laid as a collecting pipe 7 for removing leachate and distributing it outside the disposal site, and crushed stones 8 generated locally were laid thereon.
【0023】以上が廃棄物処分場の施工であるが、前記
モニタリング専用管2の端部には図6、図7に示すよう
に、注入ホース10と水圧計ケーブル11を接続するための
接続ソケット9を嵌め、この注入ホース10の接続ソケッ
ト9間にはコック12と圧力計13を設けた。The construction of the waste disposal site has been described above. The connection socket for connecting the injection hose 10 and the water pressure gauge cable 11 to the end of the dedicated monitoring pipe 2 as shown in FIGS. A cock 12 and a pressure gauge 13 were provided between the connection sockets 9 of the injection hose 10.
【0024】このようにして遮水シート3が破損して漏
水がある場合は、この漏水はモニタリング専用管2に入
る。データロガーにつながる水圧計ケーブル11でモニタ
リング専用管2に遮水シート3から漏出した浸出液がモ
ニタされた時には注入ホース10により該モニタリング専
用管2を介してグラウト材を遮水シート漏出個所まで浸
透させる。In the case where the impermeable sheet 3 is damaged in this way and there is water leakage, the water leak enters the monitoring dedicated pipe 2. When the leachate leaked from the impermeable sheet 3 to the monitoring pipe 2 is monitored by the water pressure gauge cable 11 connected to the data logger, the grout material is permeated to the leaking sheet leaking point via the monitoring pipe 2 by the injection hose 10. .
【0025】このグラウト材には、シリカゾル系のグラ
ウト材が好適である。この薬液はゲルタイム(グラウト
の固結時間)が比較的長く、固結後の長期耐久性も比較
的優れている。しかも完全溶液性であり不織布でも浸透
することが可能である。As the grout material, a silica sol-based grout material is preferable. This chemical solution has a relatively long gel time (consolidation time of grout) and relatively excellent long-term durability after consolidation. Moreover, it is completely solution-soluble and can penetrate even nonwoven fabrics.
【0026】前記グラウト材は遮水シート3の漏出個所
まで浸透させることでモニタリング専用管2から流出し
た時点でアルカリ分と反応して固化し、漏水ルートをし
ゃ断することができる。また、モニタリング専用管2内
ではグラウト材は比較的長い時間固まらないでいるので
これを水等で洗い流すことによりモニタリング専用管2
の再利用も可能となる。The grout material is allowed to permeate to the leaking portion of the water-blocking sheet 3, reacts with the alkali at the time of flowing out of the dedicated monitoring pipe 2, solidifies, and cuts off the leak route. Further, since the grout material has not set in the monitoring dedicated pipe 2 for a relatively long time, the grout is washed away with water or the like so that the monitoring dedicated pipe 2 can be used.
Can be reused.
【0027】[0027]
【発明の効果】以上述べたように本発明の廃棄物処分場
における遮水シートの補修方法は、遮水シートの破損を
確実に検知し、しかも、破損個所を特定しなくてもその
補修を簡単かつ確実に行うことができるものである。As described above, the method of repairing a seepage control sheet in a waste disposal site according to the present invention can reliably detect breakage of a seepage control sheet, and can repair it without specifying the damaged part. It can be done easily and reliably.
【図1】本発明の廃棄物処分場における遮水シートの補
修方法の1実施例を示す縦断正面図である。FIG. 1 is a vertical sectional front view showing one embodiment of a method for repairing a seepage control sheet in a waste disposal site of the present invention.
【図2】本発明の廃棄物処分場における遮水シートの補
修方法の1実施例を示す平面図である。FIG. 2 is a plan view showing one embodiment of a method of repairing a seepage control sheet in a waste disposal site of the present invention.
【図3】図1のa部分の拡大断面図である。FIG. 3 is an enlarged cross-sectional view of a part a in FIG.
【図4】図1のb部分の拡大断面図である。FIG. 4 is an enlarged sectional view of a portion b in FIG.
【図5】モニタリング専用管の斜視図である。FIG. 5 is a perspective view of a dedicated monitoring pipe.
【図6】モニタリング専用管端部の平面図である。FIG. 6 is a plan view of a monitoring-dedicated pipe end;
【図7】モニタリング専用管端部の斜視図である。FIG. 7 is a perspective view of a monitoring-dedicated tube end;
【図8】廃棄物処分場の要部の縦断側面図である。FIG. 8 is a vertical sectional side view of a main part of a waste disposal site.
1…混合土 2…モニタリン
グ専用管 2a…リブ 2b…通水路 2c…スリット部 3…遮水シート 4…シート保護材 5…難透水性保
護土 6…シート固定工 7…集水管 8…砕石 9…接続ソケッ
ト 10…注入ホース 11…水圧計ケー
ブル 12…コック 13…圧力計 14…導水マットDESCRIPTION OF SYMBOLS 1 ... Mixed soil 2 ... Monitoring pipe 2a ... Rib 2b ... Water passage 2c ... Slit part 3 ... Waterproof sheet 4 ... Sheet protection material 5 ... Impervious protective soil 6 ... Sheet fixing work 7 ... Water collecting pipe 8 ... Crushed stone 9 ... Connection socket 10 ... Injection hose 11 ... Hydraulic pressure gauge cable 12 ... cock 13 ... Pressure gauge 14 ... Water transfer mat
フロントページの続き (72)発明者 佐藤 利夫 東京都多摩市関戸1丁目7番地5号 パ シフィックコンサルタンツ株式会社内 (72)発明者 熊谷 道比古 東京都中央区銀座8丁目14番14号 日特 建設株式会社内 (72)発明者 江藤 政継 東京都中央区銀座8丁目14番14号 日特 建設株式会社内 (56)参考文献 特開 昭61−109816(JP,A) 特開 平6−226227(JP,A) 特表 平6−506010(JP,A) (58)調査した分野(Int.Cl.7,DB名) B09B 1/00 E02D 3/00 102 E02B 3/12 - 3/18 E02B 7/02 Continued on the front page (72) Inventor Toshio Sato 1-7-5 Sekido, Tama-shi, Tokyo Inside Pacific Consultants Co., Ltd. (72) Inventor Michihiko Kumagai 8-14-14 Ginza, Chuo-ku, Tokyo Nittoku Construction Co., Ltd. (72) Inventor Masatsugu Eto 8-14-14 Ginza, Chuo-ku, Tokyo Nittoku Construction Co., Ltd. (56) References JP-A-61-109816 (JP, A) JP-A-6-106 226227 (JP, A) Special Table Hei 6-506010 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) B09B 1/00 E02D 3/00 102 E02B 3/12-3/18 E02B 7/02
Claims (3)
して処分場外に配するための集水管と、その下方に敷設
する遮水シートを埋設した廃棄物処分場において、前記
遮水シートの下方にモニタリング専用管を配設し、この
モニタリング専用管の上に当接して導水マットを敷設
し、このモニタリング専用管に遮水シートから漏出した
浸出水がモニタされた時には、該モニタリング専用管を
介してグラウト材を遮水シート漏出個所まで浸透させる
ことを特徴とする廃棄物処分場における遮水シートの補
修方法。1. A waste disposal site in which a drainage pipe for removing leachate from a bottom ground having an inclined surface and distributing the water outside the disposal site, and a water-impervious sheet laid under the water-collection pipe are embedded in the waste disposal site. monitoring dedicated pipe and disposed below, the
Laying a water guide mat on the dedicated monitoring pipe
And, when the leachate leaking from water barrier sheet is monitored in the monitoring dedicated tube, barrier in landfills, characterized in that infiltrate grout through the monitoring dedicated pipe until water shield sheet leak location How to repair the water sheet.
シリカゾル系のグラウト材である請求項1記載の廃棄物
処分場における遮水シートの補修方法。2. The method according to claim 1, wherein the grout material is a silica sol grout material having a relatively long gel time.
複数の通水路を有し、少なくとも上面にスリット部を設
けた偏平管である請求項1または請求項2記載の廃棄物
処分場における遮水シートの補修方法。3. The impermeable line in a waste disposal site according to claim 1, wherein the monitoring-dedicated pipe is a flat pipe having a plurality of water passages partitioned by ribs and provided with a slit at least on an upper surface. How to repair the sheet.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13901895A JP3190952B2 (en) | 1995-06-06 | 1995-06-06 | Repair method of impermeable sheet at waste disposal site |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13901895A JP3190952B2 (en) | 1995-06-06 | 1995-06-06 | Repair method of impermeable sheet at waste disposal site |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08323319A JPH08323319A (en) | 1996-12-10 |
JP3190952B2 true JP3190952B2 (en) | 2001-07-23 |
Family
ID=15235564
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP13901895A Expired - Lifetime JP3190952B2 (en) | 1995-06-06 | 1995-06-06 | Repair method of impermeable sheet at waste disposal site |
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JP (1) | JP3190952B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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JP5090672B2 (en) * | 2006-06-12 | 2012-12-05 | 太陽工業株式会社 | Waste disposal site, impermeable structure, and construction method for building a waste disposal site |
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1995
- 1995-06-06 JP JP13901895A patent/JP3190952B2/en not_active Expired - Lifetime
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JPH08323319A (en) | 1996-12-10 |
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