JP2000093915A - Method for stopping water leakage of impervious layer - Google Patents
Method for stopping water leakage of impervious layerInfo
- Publication number
- JP2000093915A JP2000093915A JP10267177A JP26717798A JP2000093915A JP 2000093915 A JP2000093915 A JP 2000093915A JP 10267177 A JP10267177 A JP 10267177A JP 26717798 A JP26717798 A JP 26717798A JP 2000093915 A JP2000093915 A JP 2000093915A
- Authority
- JP
- Japan
- Prior art keywords
- layer
- water
- sheet
- water leakage
- impervious layer
- 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
Links
Landscapes
- Processing Of Solid Wastes (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術の分野】本発明は、廃棄物最終処分
場、汚染土壌処分場或は建物屋上等において、その露出
面に敷設した遮水シート等の遮水層の破断、漏水箇所を
補修するための工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the repair of a breakage of a water-impervious layer such as a water-impervious sheet laid on an exposed surface thereof at a final waste disposal site, a contaminated soil disposal site, or a building roof, etc. On the method of construction.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】近年、
廃棄物や汚染土壌等を封じ込める最終処分場等に多用さ
れている遮水シートの破損による浸出水の地下水や河川
への汚染が深刻な社会的問題として提起され、このた
め、遮水シートの漏水検知システムやシート補修方法の
開発が進められている。この破断箇所を検知する方法と
しては、遮水シートが絶縁性であるという特性を活か
し、シートの内部或はシートの上下などに電線(電極)
を格子状に配置し、ひとたびシートに穴が空くとその漏
水によりその部分の電気的特性が変化するため、その漏
水位置が検知できるというものである。2. Description of the Related Art In recent years,
Contamination of groundwater and rivers due to leachate caused by breakage of the seepage control sheet, which is often used at final disposal sites that contain waste and contaminated soil, etc., has been raised as a serious social problem, and as a result, leakage of seepage control sheet has been raised. Detection systems and sheet repair methods are being developed. As a method of detecting this break point, a wire (electrode) is placed inside the sheet or above and below the sheet, taking advantage of the property that the water-blocking sheet is insulative.
Are arranged in a grid pattern, and once a hole is made in the sheet, the electrical characteristics of that portion change due to the water leakage, so that the position of the water leakage can be detected.
【0003】シートを補修する方法として、廃棄物埋立
層が浅い場合には、埋立層の撤去により破損個所のシー
トを接着や熱融着により補修することは比較的容易であ
るが、埋立層が深くなった場合には、直接的補修は困難
である。このため、一般的には止水材の注入工法が利用
されているが、シート周辺への注入のみでは止水性の完
璧を期すことは困難であり、特に、上記した電気的漏水
検知システムを利用する場合には、シートの電気的絶縁
性の確保を図ることが困難である。[0003] As a method for repairing a sheet, when the waste landfill layer is shallow, it is relatively easy to repair the sheet at the damaged portion by bonding or heat fusion by removing the landfill layer. If it is deep, direct repair is difficult. For this reason, the injection method of a water-stopping material is generally used, but it is difficult to achieve perfect water-stopping only by injecting around the sheet. In particular, the above-described electric leak detection system is used. In this case, it is difficult to secure the electrical insulation of the sheet.
【0004】本発明は、上記従来の問題を解決するもの
であって、確実に遮水層の漏水箇所を補修することがで
きる遮水層の漏水補修工法を提供することを目的とす
る。An object of the present invention is to solve the above-mentioned conventional problems, and an object of the present invention is to provide a method for repairing a water leakage of a water impermeable layer, which can surely repair a water leakage point of the water impermeable layer.
【0005】[0005]
【課題を解決するための手段】そのために本発明の遮水
層の漏水補修工法は、内部に漏水位置検知用の電極線6
a、6bを有する遮水層4と、該遮水層の上部に敷設さ
れる保護層5とを備え、遮水層4の漏水個所に注入材注
入管13を前記保護層5を貫通して埋め込み、前記注入
材注入管13がマイナス側になるように注入材注入管1
3と電極線6a、6b間を直流電源14にて接続し、前
記注入材注入管13からセメントにマイナスイオン付与
剤を添加したセメントペーストを注入することを特徴と
する。なお、上記構成に付加した番号は、本発明の理解
を容易にするために図面と対比させるもので、これによ
り本発明が何ら限定されるものではない。For this purpose, the method for repairing water leakage of the impermeable layer according to the present invention uses an electrode wire 6 for detecting the position of water leakage inside.
a, a protective layer 5 laid on the upper part of the water-impervious layer, and an injection material injection pipe 13 penetrating the protective layer 5 at a leak point of the water-impervious layer 4. The injection material injection tube 1 is embedded so that the injection material injection tube 13 is on the minus side.
3 and the electrode wires 6a and 6b are connected by a DC power supply 14, and a cement paste obtained by adding a negative ion-imparting agent to cement is injected from the injection material injection pipe 13. It should be noted that the numbers added to the above configuration are compared with the drawings to facilitate understanding of the present invention, and the present invention is not limited thereto.
【0006】[0006]
【発明の実施の形態】以下、本発明の実施の形態を図面
を参照しつつ説明する。図1は、本発明の遮水層の漏水
補修工法の1実施形態を示し、図1(A)は最終処分場
の模式的断面図、図1(B)は図1(A)の遮水シート
の分解斜視図である。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows one embodiment of a method for repairing water leakage of a seepage control layer according to the present invention. FIG. 1 (A) is a schematic cross-sectional view of a final disposal site, and FIG. 1 (B) is the seepage control method of FIG. 1 (A). It is an exploded perspective view of a sheet.
【0007】図1(A)において、廃棄物や汚染土壌等
を封じ込める処分場1の基盤2の底面には、2次遮水層
3が敷設され、2次遮水層3上に遮水シート4が敷設さ
れ、さらに、遮水シート4上に保護層5が敷設される。
保護層5の材質としては、不織布が好ましい。図1
(B)に示すように、遮水シート4は、上下の絶縁性の
シート4a、4bの間に補強用繊維層4c及び1対の電
極線6a、6bを挟んだ3層構造のものである。In FIG. 1A, a secondary impermeable layer 3 is laid on the bottom surface of a base 2 of a disposal site 1 for containing waste, contaminated soil, etc. 4 is laid, and a protective layer 5 is laid on the impermeable sheet 4.
As a material of the protective layer 5, a nonwoven fabric is preferable. FIG.
As shown in (B), the water-blocking sheet 4 has a three-layer structure in which a reinforcing fiber layer 4c and a pair of electrode wires 6a, 6b are sandwiched between upper and lower insulating sheets 4a, 4b. .
【0008】図2は、図1の遮水シートの漏水位置を検
知する方法を説明するための図である。図2(A)に示
すように、図1(B)で説明した1対の電極線6a、6
bは、その多数の組が平行に配置され、隣接する電極線
6a、6bが一本おきにそれぞれ配線7、8に接続さ
れ、配線7、8に漏洩電流検知器9が接続されている。
漏洩電流検知器9は一方の接続線に電気を流し、他方の
接続線に通電するか否かを検知するもので、遮水シート
4に破損がなければ、漏洩電流検知器5は電流を検知し
ない。FIG. 2 is a view for explaining a method for detecting the position of water leakage of the impermeable sheet of FIG. As shown in FIG. 2A, a pair of electrode wires 6a and 6 described in FIG.
b, a large number of sets thereof are arranged in parallel, and adjacent electrode lines 6a and 6b are connected to every other wire 7 and 8, respectively, and a leakage current detector 9 is connected to the wires 7 and 8.
The leak current detector 9 detects whether current flows through one connection line and whether the other connection line is energized. If there is no damage to the impermeable sheet 4, the leak current detector 5 detects the current. do not do.
【0009】図2(A)に示すように、遮水シート4が
破損すると、処分場内に溜まっていた浸出水が破損個所
Hに通って内部の繊維層4cに滲みていき、やがて隣接
する2本の電極線のライン10まで広がり、漏洩電流検
知器9により一方の電極線に電流を流すと、他方の電極
線に電流が流れ、これを漏洩電流検知器9が検知し、そ
の結果、遮水シート4のどこかで漏水があることを検知
できる。As shown in FIG. 2A, when the impermeable sheet 4 is damaged, the leachate accumulated in the disposal site penetrates through the damaged portion H into the inner fiber layer 4c, and eventually adjoins the adjacent fiber layer 4c. When the current spreads to one electrode wire by the leak current detector 9, the current flows to the other electrode wire, which is detected by the leak current detector 9. It can be detected that there is water leakage somewhere on the water sheet 4.
【0010】遮水シート4のどこかで漏水があることを
検知した場合には、次に、漏水位置のラインの特定を行
う。図2(B)に示すように、隣接する電極線6a、6
bの1組毎に漏洩電流検知器9により、通電するか否か
をチェックしていき、漏水したライン10を特定する。
漏水したライン10を特定すると、図2(C)に示すよ
うに、特定されたライン10にオシロスコープ11を接
続し、一方の電極線6aにパルスを発生させ、他方の電
極線6bに帰ってくる応答波形12(パルスの値)によ
り漏水個所を検知する。漏水個所Hでは大きな波形が得
られるので、オシロスコープ11により漏水個所を数セ
ンチのオーダーで割り出すことができる。When it is detected that there is water leakage somewhere on the water-blocking sheet 4, the line at the water leakage position is specified next. As shown in FIG. 2B, adjacent electrode lines 6a, 6a
The leakage current detector 9 checks whether or not the power is supplied to each set of b, and specifies the leaked line 10.
When the leaked line 10 is specified, as shown in FIG. 2C, an oscilloscope 11 is connected to the specified line 10, a pulse is generated on one electrode line 6a, and the line returns to the other electrode line 6b. The leak location is detected by the response waveform 12 (pulse value). Since a large waveform is obtained at the leak location H, the oscilloscope 11 can determine the leak location on the order of several centimeters.
【0011】このようにして漏水箇所が特定されると、
図1(A)に示すように、注入材注入管13を、埋立層
U及び保護層5を貫通して漏水シート4位置まで埋め込
み、注入材注入管13がマイナス側になるように漏水シ
ート4の電極線6a、6b間を直流電源14にて接続す
る。埋立層U及び保護層5を貫通させる方法としては、
例えば注入材注入管13の先端に刃を取り付け、注入材
注入管13を回転させるようにすればよい。[0011] When the leak location is specified in this way,
As shown in FIG. 1 (A), the injection material injection pipe 13 penetrates the landfill layer U and the protective layer 5 and is embedded to the position of the water leakage sheet 4, and the water injection sheet 4 is positioned so that the injection material injection pipe 13 is on the minus side. Are connected by a DC power supply 14 between the electrode wires 6a and 6b. As a method of penetrating the buried layer U and the protective layer 5,
For example, a blade may be attached to the tip of the injection material injection pipe 13 and the injection material injection pipe 13 may be rotated.
【0012】図3は、本発明の遮水層の漏水補修工法の
1実施形態を示す、図1の拡大断面図である。図3にお
いては、注入材注入管13を埋立層U及び保護層5を貫
通して漏水シート4の漏水個所Hの位置まで埋め込み、
注入材注入管13から注入材を注入している状態を示し
ている。注入材は、超微粒子セメント又は通常のセメン
トに、土木分野で用いる減水剤あるいは洗浄分野で用い
る界面活性剤、活性炭等のマイナスイオン付与剤を添加
したセメントペーストであり、これにより、セメント粒
子Cの周りにはマイナスイオンが付与される。FIG. 3 is an enlarged sectional view of FIG. 1 showing one embodiment of the method for repairing water leakage of the impermeable layer of the present invention. In FIG. 3, the injection material injection pipe 13 penetrates the landfill layer U and the protective layer 5 and is embedded to the position of the water leaking point H of the water leak sheet 4.
The state where the injection material is injected from the injection material injection pipe 13 is shown. The injection material is a cement paste obtained by adding a water reducing agent used in the civil engineering field or a surfactant used in the cleaning field, or a negative ion-imparting agent such as activated carbon to ultrafine cement or ordinary cement. The surrounding area is provided with negative ions.
【0013】従って、注入材注入管13をマイナス電
極、電極線6aをプラス電極とし、注入材注入管13か
ら前記セメントペーストを注入すると、マイナスイオン
化されたセメント粒子Cは、保護層5を押し上げながら
プラス側の電極線6aの方向に流動し、このため、破損
個所Hの周囲を完全にセメントペースとで充填すること
ができ、確実に遮水シート4の漏水箇所Hを補修するこ
とができる。また、注入材注入管13と電極線6a間が
マイナスイオン化されたセメント粒子Cで充填される
と、図1(A)の電流計15により両者間の導通を検知
することができ、これにより漏水個所の補修ができたか
否かを判別することができる。Therefore, when the cement paste is injected from the injection material injection tube 13 using the injection material injection tube 13 as a negative electrode and the electrode wire 6a as a positive electrode, the negatively ionized cement particles C push the protective layer 5 upward. It flows in the direction of the positive electrode wire 6a, so that the periphery of the damaged portion H can be completely filled with the cement pace, and the water leaking portion H of the water impermeable sheet 4 can be surely repaired. Further, when the space between the injection material injection pipe 13 and the electrode wire 6a is filled with the negatively ionized cement particles C, the continuity between the two can be detected by the ammeter 15 in FIG. It is possible to determine whether or not the part has been repaired.
【0014】保護層5の材質としては、不織布が好まし
いが、これに限定されるものではなく、注入材注入管1
3の貫通を許し、かつ、セメント粒子が埋立層に透過し
ない材質であればよい。例えば、図4に示すように、ビ
ニール等の樹脂シート5aの下面にヘチマ構造の層5b
を一体化するようにし、層5bによりセメントペースト
の流れを確保するようにしてもよい。The material of the protective layer 5 is preferably a non-woven fabric, but is not limited thereto.
3 may be used as long as the material allows the penetration of cement particles 3 and does not allow the cement particles to pass through the landfill layer. For example, as shown in FIG. 4, a layer 5b having a loofah structure is formed on the lower surface of a resin sheet 5a made of vinyl or the like.
May be integrated, and the flow of the cement paste may be ensured by the layer 5b.
【0015】以上、本発明の実施の形態について説明し
たが、本発明はこれに限定されるものではなく種々の変
更が可能である。例えば、上記実施形態においては、処
分場の漏水シートに適用しているが、漏水シートに限定
されるものではなく、アスファルト等の遮水層にも適用
することができ、また、建物屋上等における漏水補修に
も適用可能である。Although the embodiment of the present invention has been described above, the present invention is not limited to this, and various modifications can be made. For example, in the above-described embodiment, the invention is applied to the water leakage sheet of the disposal site, but is not limited to the water leakage sheet, and can be applied to a water barrier layer such as asphalt. It is also applicable to water leakage repair.
【0016】[0016]
【発明の効果】以上の説明から明らかなように本発明に
よれば、セメントペーストに流動性を付与させることに
より、確実に遮水層の漏水箇所を補修することができ
る。As is apparent from the above description, according to the present invention, by imparting fluidity to the cement paste, it is possible to reliably repair the water leaking portion of the impermeable layer.
【図1】本発明の遮水層の漏水補修工法の1実施形態を
示し、図1(A)は最終処分場の模式的断面図、図1
(B)は図1(A)の遮水シートの分解斜視図である。FIG. 1 shows an embodiment of a method for repairing water leakage of a seepage control layer according to the present invention. FIG. 1 (A) is a schematic sectional view of a final disposal site, and FIG.
(B) is an exploded perspective view of the waterproof sheet of FIG. 1 (A).
【図2】図1の遮水シートの漏水位置を検知する方法を
説明するための図である。FIG. 2 is a diagram for explaining a method of detecting a water leakage position of the water impermeable sheet of FIG. 1;
【図3】本発明の遮水層の漏水補修工法の1実施形態を
示す、図1の拡大断面図である。FIG. 3 is an enlarged cross-sectional view of FIG. 1, showing one embodiment of the method for repairing water leakage of the impermeable layer of the present invention.
【図4】本発明に係わる保護層の変形例を示す図であ
る。FIG. 4 is a view showing a modification of the protective layer according to the present invention.
4…遮水シート 5…保護層 6a、6b…電極線 13…注入材注入管 14…直流電源 H…漏水個所 DESCRIPTION OF SYMBOLS 4 ... Waterproof sheet 5 ... Protective layer 6a, 6b ... Electrode wire 13 ... Injection material injection pipe 14 ... DC power supply H ... Water leakage point
Claims (3)
水層と、該遮水層の上部に敷設される保護層とを備え、
遮水層の漏水個所に注入材注入管を前記保護層を貫通し
て埋め込み、前記注入材注入管がマイナス側になるよう
に注入材注入管と電極線間を直流電源にて接続し、前記
注入材注入管からセメントにマイナスイオン付与剤を添
加したセメントペーストを注入することを特徴とする遮
水層の漏水補修工法。1. A water-impervious layer having an electrode wire for detecting a water-leakage position therein, and a protective layer laid on the water-impervious layer.
An injection material injection pipe is buried in the water leaking portion of the impermeable layer through the protective layer, and the injection material injection pipe and the electrode wire are connected with a DC power supply such that the injection material injection pipe is on the minus side, A method for repairing water leakage of a water-blocking layer, comprising injecting a cement paste obtained by adding a negative ion-imparting agent to cement from an injection material injection pipe.
構造の層を一体化したものであることを特徴とする請求
項1記載の遮水層の漏水補修工法。2. The method according to claim 1, wherein said protective layer is formed by integrating a layer having a loofah structure on a lower surface of a resin sheet.
することにより補修状態を判別することを特徴とする請
求項1記載の遮水層の漏水補修工法。3. The method according to claim 1, wherein the state of repair is determined by detecting conduction between the injection material injection pipe and the electrode wire.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10267177A JP2000093915A (en) | 1998-09-22 | 1998-09-22 | Method for stopping water leakage of impervious layer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10267177A JP2000093915A (en) | 1998-09-22 | 1998-09-22 | Method for stopping water leakage of impervious layer |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000093915A true JP2000093915A (en) | 2000-04-04 |
Family
ID=17441185
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10267177A Pending JP2000093915A (en) | 1998-09-22 | 1998-09-22 | Method for stopping water leakage of impervious layer |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000093915A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002273368A (en) * | 2001-03-19 | 2002-09-24 | Shimizu Corp | Method for repairing water impervious layer |
CN108655166A (en) * | 2018-03-16 | 2018-10-16 | 谢宁汉 | A kind of method of rehabilitating soil pollution |
-
1998
- 1998-09-22 JP JP10267177A patent/JP2000093915A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002273368A (en) * | 2001-03-19 | 2002-09-24 | Shimizu Corp | Method for repairing water impervious layer |
JP4671074B2 (en) * | 2001-03-19 | 2011-04-13 | 清水建設株式会社 | Repair method of impermeable layer |
CN108655166A (en) * | 2018-03-16 | 2018-10-16 | 谢宁汉 | A kind of method of rehabilitating soil pollution |
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