JP3431063B2 - System for detecting water leakage of impermeable sheet and method for constructing the system - Google Patents
System for detecting water leakage of impermeable sheet and method for constructing the systemInfo
- Publication number
- JP3431063B2 JP3431063B2 JP20335198A JP20335198A JP3431063B2 JP 3431063 B2 JP3431063 B2 JP 3431063B2 JP 20335198 A JP20335198 A JP 20335198A JP 20335198 A JP20335198 A JP 20335198A JP 3431063 B2 JP3431063 B2 JP 3431063B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- sheet
- current
- electrode
- measurement electrode
- 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 - Fee Related
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- Examining Or Testing Airtightness (AREA)
- Processing Of Solid Wastes (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、主として廃棄物処
分場で使用される遮水シートの漏水検知システム及びそ
の構築方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water leak detection system for a water blocking sheet used mainly in a waste disposal site and a construction method thereof.
【0002】[0002]
【従来の技術】産業廃棄物や一般廃棄物を埋立処分する
廃棄物処分場では、生活環境や生態系に悪影響を及ぼす
ことがないよう、埋め立てられた廃棄物を所定の期間、
安全に貯留しておく必要があり、そのためには、処分場
の底面に所定の遮水工を施し、廃棄物に含まれていた有
害物質が汚染水として外部に漏洩して地下水に流入する
のを未然に防止しなければならない。2. Description of the Related Art At a waste disposal site for landfilling industrial waste and general waste, the landfilled waste is kept for a predetermined period of time so as not to adversely affect the living environment and the ecosystem.
It is necessary to store it safely, and for that purpose, a certain water shield is applied to the bottom of the repository, and the harmful substances contained in the waste leak to the outside as contaminated water and flow into the groundwater. Must be prevented.
【0003】かかる遮水工は、軟質合成樹脂、ゴム等か
らなる工場製作された遮水シートを処分場底面に敷設し
て構成することが多いが、その敷設にあたっては、地盤
の砕石や廃棄物に含まれている突起物で遮水シートが破
損することがないよう、遮水シートの上下に砂等からな
る保護層を設けるのが一般的である。[0003] Such water-blocking works are often constructed by laying a factory-made water-blocking sheet made of a soft synthetic resin, rubber or the like on the bottom of the disposal site. It is common to provide a protective layer made of sand or the like on the top and bottom of the water blocking sheet so that the projections included in the water blocking sheet do not damage the water blocking sheet.
【0004】ところが、かかる保護層を設けても遮水シ
ートの破損を完全に防止することは難しいため、最近で
は、遮水シートが破損していないかどうかを漏洩電流に
よる検知システムで監視し、破損の事実及びその個所が
見つかれば即座にモルタル等を注入して修理を行う技術
が数多く実施ないしは提案されている。However, even if such a protective layer is provided, it is difficult to completely prevent damage to the water shield sheet. Therefore, recently, whether or not the water shield sheet is damaged is monitored by a leak current detection system, Many techniques have been implemented or proposed in which mortar or the like is immediately injected for repair when the fact of damage and its location are found.
【0005】ここで、漏洩電流による検知システムを採
用する場合には、予め比抵抗分布を計測したり通電時に
おける処分場の電界分布を計測するための測定用電極を
適宜設置する必要があるが、かかる測定用電極は、廃棄
物の重量によって位置ずれを生じることがないよう、た
とえ法面であってもその途中に存在する段差部分を見つ
けることによって平坦な箇所に設置する必要があった。Here, when a leak current detecting system is adopted, it is necessary to appropriately install a measuring electrode for measuring a specific resistance distribution in advance or an electric field distribution of a disposal site during energization. In order to prevent the displacement of the measuring electrode due to the weight of the waste, it is necessary to install the measuring electrode on a flat portion by finding a step portion existing on the slope even on the slope.
【0006】[0006]
【発明が解決しようとする課題】しかしながら、処分場
が例えば岩盤立地である場合、処分場底面であればとも
かく、法面については急勾配であったり凹凸が多いため
に、電極設置に適した平坦な箇所を見いだすことができ
ないという問題を生じていた。However, when the disposal site is, for example, a bedrock site, the slope is steep and uneven, regardless of the bottom of the disposal site. There was a problem that it was not possible to find such a place.
【0007】また、急勾配や凹凸の多い法面では、埋立
物の重量でずれる懸念があったり、凹凸になじませにく
いといった問題があるため、工場製作された遮水シート
に代えて、現場吹付けによる遮水シートを採用すること
が多いが、ゴムアスファルトを吹付け材として使用する
ような場合には、熱溶着などの方法が使えず、遮水シー
ト上に電極を取り付けること自体困難であるという問題
も生じていた。On slopes with steep slopes and irregularities, there is a concern that the weight of the landfill may cause displacement and it may be difficult to adapt to the irregularities. In many cases, a water-impervious sheet is used, but when rubber asphalt is used as a spray material, methods such as heat welding cannot be used, and it is difficult to attach electrodes on the water-impervious sheet. There was also a problem.
【0008】本発明は、上述した事情を考慮してなされ
たもので、急勾配や凹凸の多い法面であっても漏洩電流
による遮水シートの漏水検知が可能な遮水シートの漏水
検知システム及びその構築方法を提供することを目的と
する。The present invention has been made in consideration of the above-mentioned circumstances, and it is possible to detect the water leakage of the water blocking sheet due to the leakage current even if the slope is steep or has a lot of unevenness. And its construction method.
【0009】[0009]
【課題を解決するための手段】上記目的を達成するた
め、本発明に係る遮水シートの漏水検知システムは請求
項1に記載したように、電流源と、該電流源に接続され
遮水シートで隔てられた領域にそれぞれ設置される電流
電極と、該電流電極による通電時の電界分布等の諸デー
タを計測する測定用電極と、該測定用電極で計測された
諸データを用いて前記遮水シートの破損個所から漏洩す
る電流の大きさとその位置を算出する演算制御手段とか
らなる遮水シートの漏水検知システムにおいて、法面の
表面を構成する吹付けモルタルに前記測定用電極を埋設
することで該測定用電極を前記法面に固定し、その上に
現場吹付け遮水シートを敷設して前記遮水シートとした
ものである。In order to achieve the above-mentioned object, the water leakage detection system for a waterproof sheet according to the present invention has a current source and a waterproof sheet connected to the current source as described in claim 1. The current electrodes respectively placed in the areas separated by, the measurement electrodes that measure various data such as the electric field distribution during energization by the current electrodes, and the shielding using the various data measured by the measurement electrodes. In a water leakage detection system for a water-blocking sheet, which comprises an arithmetic control unit for calculating the magnitude of the current leaking from the damaged portion of the water sheet and the position thereof, the measurement electrode is embedded in the sprayed mortar forming the surface of the slope. Thus, the measurement electrode is fixed to the slope, and a water-impermeable sheet sprayed on site is laid on the slope to form the water-impermeable sheet.
【0010】また、本発明に係る遮水シートの漏水検知
システムは請求項2に記載したように、電流源と、該電
流源に接続され遮水シートで隔てられた領域にそれぞれ
設置される電流電極と、該電流電極による通電時の電界
分布等の諸データを計測する測定用電極と、該測定用電
極で計測された諸データを用いて前記遮水シートの破損
個所から漏洩する電流の大きさとその位置を算出する演
算制御手段とからなる遮水シートの漏水検知システムに
おいて、法面に凹部を形成し、該凹部内に前記測定用電
極を埋設することで該測定用電極を前記法面に固定し、
その上に現場吹付け遮水シートを敷設して前記遮水シー
トとしたものである。Further, according to the present invention, there is provided a water leakage detecting system for a water blocking sheet, wherein the current source and the currents respectively connected to the current source and provided in the regions separated by the water blocking sheet are arranged. An electrode, a measuring electrode for measuring various data such as an electric field distribution when energized by the current electrode, and a magnitude of a current leaked from a damaged portion of the water-blocking sheet by using the various data measured by the measuring electrode. And a calculation control means for calculating the position thereof, in a water leakage detection system for a water-blocking sheet, a recess is formed in a slope, and the measurement electrode is embedded in the recess to form the measurement electrode in the slope. Fixed to
A water-impermeable sheet sprayed on site is laid on the water-impermeable sheet.
【0011】また、本発明に係る遮水シートの漏水検知
システムの構築方法は請求項3に記載したように、電流
源と、該電流源に接続され遮水シートで隔てられた領域
にそれぞれ設置される電流電極と、該電流電極による通
電時の電界分布等の諸データを計測する測定用電極と、
該測定用電極で計測された諸データを用いて前記遮水シ
ートの破損個所から漏洩する電流の大きさとその位置を
算出する演算制御手段とからなる遮水シートの漏水検知
システムを構築する方法において、前記測定用電極を掘
削地肌に予め固定し、次いで、前記掘削地肌に吹付けモ
ルタルを被覆して該掘削地肌を滑らかにするとともに、
前記測定用電極を前記吹付けモルタル内に埋設し、該吹
付けモルタルが硬化した後、その法面に現場吹付け遮水
シートを敷設して前記遮水シートとするものである。ま
た、本発明に係る遮水シートの漏水検知システムの構築
方法は請求項4に記載したように、電流源と、該電流源
に接続され遮水シートで隔てられた領域にそれぞれ設置
される電流電極と、該電流電極による通電時の電界分布
等の諸データを計測する測定用電極と、該測定用電極で
計測された諸データを用いて前記遮水シートの破損個所
から漏洩する電流の大きさとその位置を算出する演算制
御手段とからなる遮水シートの漏水検知システムを構築
する方法において、掘削地肌に凹部を形成し、該凹部に
前記測定用電極を配置するとともにその残余空間にモル
タルを充填して該測定用電極を固定し、次いで、前記掘
削地肌を法面としてその上に現場吹付け遮水シートを敷
設して前記遮水シートとするものである。According to the third aspect of the present invention, there is provided a method for constructing a water leakage detection system for a water-blocking sheet, wherein each of the current-source and the area connected to the current source and separated by the water-blocking sheet is installed. A current electrode, and a measurement electrode for measuring various data such as an electric field distribution when energized by the current electrode,
In a method of constructing a water leakage detection system for a water blocking sheet, comprising: a controller for calculating the magnitude of the current leaking from a damaged portion of the water blocking sheet and its position using various data measured by the measurement electrodes. , Pre-fixing the measurement electrode to the excavated background, and then spraying mortar on the excavated background to smooth the excavated background,
The measurement electrode is embedded in the sprayed mortar, and after the sprayed mortar is hardened, an on-site sprayed water blocking sheet is laid on the slope of the sprayed mortar to form the water blocking sheet. Further, the method for constructing a water leakage detection system for a water blocking sheet according to the present invention is, as described in claim 4, a current source and a current connected to the current source and arranged in regions separated by a water blocking sheet, respectively. An electrode, a measuring electrode for measuring various data such as an electric field distribution when energized by the current electrode, and a magnitude of a current leaked from a damaged portion of the water-blocking sheet by using the various data measured by the measuring electrode. In a method of constructing a water leakage detection system for a water-blocking sheet, which comprises an arithmetic control unit for calculating the position of the mortar, a recess is formed in the excavated surface, and the measurement electrode is placed in the recess and mortar is applied to the remaining space. The measurement electrode is filled and fixed, and then the on-site sprayed waterproof sheet is laid on the excavated ground surface as a slope to form the waterproof sheet.
【0012】本発明に係る遮水シートの漏水検知システ
ムにおいては、まず、測定用電極を法面に固定し、次い
で、その上に遮水シートである現場吹付け遮水シートを
敷設する。In the water leakage detection system for a water blocking sheet according to the present invention, first, the measurement electrode is fixed to the slope, and then the on-site sprayed water blocking sheet which is a water blocking sheet is laid thereon.
【0013】このようにすると、測定用電極が遮水シー
トである現場吹付け遮水シートの裏面に配置されること
となるため、廃棄物その他の貯留物の重量が測定用電極
に直接作用して位置ずれが生じるおそれがなくなる。In this case, since the measuring electrode is arranged on the back surface of the on-site spraying water blocking sheet which is the water blocking sheet, the weight of waste and other stored substances directly acts on the measuring electrode. There is no risk of misalignment.
【0014】貯留空間の底面に配置する遮水シートをど
のように構成するかについては任意であり、軟質合成樹
脂、ゴム等からなる工場製作された遮水シートで構成し
てもよいし、法面と同様の現場吹付け遮水シートで構成
してもよい。また、工場製作された遮水シートについて
は、一重シートであるか二重シートであるかを問わな
い。さらに、底面側の測定用電極については、検査や修
理交換の便宜を優先して遮水シートの上に配置してもよ
いし、法面と同様、遮水シートの裏面に配置するように
してもよい。It is arbitrary how to configure the water-blocking sheet arranged on the bottom surface of the storage space, and it may be a factory-made water-blocking sheet made of soft synthetic resin, rubber or the like. It may be composed of a field-impermeable sheet that is similar to the surface. Further, the water impermeable sheet manufactured in the factory may be a single sheet or a double sheet. Furthermore, the measurement electrode on the bottom side may be placed on the water-impervious sheet for the convenience of inspection and repair / replacement, or like the slope, it may be placed on the back surface of the water-impervious sheet. Good.
【0015】測定用電極を法面に固定する構成について
は、法面の表面を構成する吹付けモルタルに前記測定用
電極を埋設することで該測定用電極を前記法面に固定
し、その上に現場吹付け遮水シートを敷設して前記遮水
シートとした構成が考えられる。かかる構成によれば、
測定用電極が突出せずに現場吹付け遮水シートの敷設面
が滑らかになり、貯留物の重量による破損を最小限にと
どめることができる。Regarding the structure for fixing the measuring electrode to the slope, the measuring electrode is fixed to the slope by embedding the measuring electrode in the spray mortar forming the surface of the slope, and It is conceivable that the above-mentioned water-impermeable sheet is constructed by laying a water-impermeable sheet sprayed on site. According to this configuration,
The laying surface of the on-site sprayed impermeable sheet becomes smooth without the measurement electrode protruding, and damage due to the weight of the stored material can be minimized.
【0016】また、別の構成として、法面に凹部を形成
し、該凹部内に前記測定用電極を埋設することで該測定
用電極を前記法面に固定し、その上に現場吹付け遮水シ
ートを敷設して前記遮水シートとした構成が考えられ
る。かかる構成によっても、測定用電極の突出が防止さ
れて現場吹付け遮水シートの敷設面が滑らかになり、貯
留物の重量による破損を最小限にとどめることができ
る。As another structure, a concave portion is formed on the slope and the measuring electrode is embedded in the concave to fix the measuring electrode to the slope, and the spraying on site is shielded on it. It is conceivable that a water sheet is laid to serve as the water-impermeable sheet. Also with this configuration, the measurement electrodes are prevented from protruding, and the laying surface of the on-site sprayed water-impervious sheet is made smooth, and damage due to the weight of the stored material can be minimized.
【0017】なお、上述した発明に係る遮水シートの漏
水検知システムは、主として廃棄物処分場への適用を想
定したものであるが、貯水池など、地下への漏水を監視
しなければならない全ての施設に適用することができる
ことは言うまでもない。The water leakage detection system for water-blocking sheets according to the above-mentioned invention is mainly intended for application to a waste disposal site, but it is necessary to monitor water leakage underground such as in reservoirs. It goes without saying that it can be applied to facilities.
【0018】[0018]
【発明の実施の形態】以下、本発明に係る遮水シートの
漏水検知システム及びその構築方法の実施の形態につい
て、添付図面を参照して説明する。なお、従来技術と実
質的に同一の部品等については同一の符号を付してその
説明を省略する。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a water leakage detection system for a water blocking sheet and a method for constructing the same according to the present invention will be described below with reference to the accompanying drawings. It should be noted that parts and the like which are substantially the same as those of the conventional technique are designated by the same reference numerals and the description thereof will be omitted.
【0019】図1は、本実施形態に係る遮水シートの漏
水検知システムを示した全体図及びブロック図である。
同図でわかるように、本実施形態に係る遮水シートの漏
水検知システム1は、廃棄物処分場に適用したものであ
って、電流源2と、該電流源に接続された一対の電流電
極3、3と、該電流電極による通電時の電界分布等の諸
データを計測する多数の測定用電極4、5と、該測定用
電極を切り換える電極切換装置6と、測定用電極4、5
で計測された諸データを用いて遮水シート10、11に
存在する破損個所から漏洩する電流の大きさとその位置
を算出する演算制御手段としてのコントローラ7と、演
算処理結果を出力するモニター8及びプリンタ9とから
概ね構成してある。FIG. 1 is an overall view and a block diagram showing a water leakage detection system for a water blocking sheet according to this embodiment.
As can be seen in the figure, the water leakage detection system 1 for a water blocking sheet according to the present embodiment is applied to a waste disposal site, and includes a current source 2 and a pair of current electrodes connected to the current source. 3, 3 and a large number of measuring electrodes 4, 5 for measuring various data such as electric field distribution during energization by the current electrodes, an electrode switching device 6 for switching the measuring electrodes, and measuring electrodes 4, 5
The controller 7 as the arithmetic control means for calculating the magnitude and the position of the current leaking from the damaged portion existing in the water blocking sheets 10 and 11 by using the data measured in 1., the monitor 8 for outputting the arithmetic processing result, and The printer 9 is generally constituted by the printer 9.
【0020】ここで、測定用電極4は、従来と同様、処
分場の底面に配置された遮水シート10の上に設置して
ある。かかる遮水シート10は、軟質合成樹脂、ゴム等
からなる工場製作された遮水シートで構成することがで
きる。Here, the measuring electrode 4 is installed on the water-blocking sheet 10 arranged on the bottom surface of the repository, as in the conventional case. The water-impermeable sheet 10 can be made of a factory-made water-impermeable sheet made of soft synthetic resin, rubber or the like.
【0021】一方、測定用電極5については、処分場の
法面に配置された遮水シート11の裏側に設置してあ
り、図2でよくわかるように、法面23の表層を構成す
る吹付けモルタル24内に埋設してある。かかる遮水シ
ート11は、現場吹付け遮水シートで構成する。On the other hand, the measuring electrode 5 is installed on the back side of the water blocking sheet 11 arranged on the slope of the disposal site, and as can be seen clearly in FIG. It is embedded in the attached mortar 24. The water impervious sheet 11 is composed of a field impervious sheet.
【0022】本実施形態に係る遮水シートの漏水検知シ
ステム1を構築するには、まず、図3(a)に示すよう
に、測定用電極5をアンカーピン等を用いて掘削地肌3
1に予め固定し、次いで、配線工事を適宜行った後、同
図(b)に示すように掘削地肌31に吹付けモルタル24
を例えば数cm程度被覆して掘削地肌31を滑らかにす
るとともに、測定用電極5を該モルタル内に埋設する。In order to construct the water leakage detection system 1 for the water-blocking sheet according to this embodiment, first, as shown in FIG.
After preliminarily fixing the mortar to the digging ground 31 as shown in FIG.
For example for several cm to smooth the excavated background 31, and the measurement electrode 5 is embedded in the mortar.
【0023】次に、吹付けモルタル24が硬化した後、
その法面23に同図(c)に示すように織布あるいは不織
布で形成した基布33をアンカーピン等で固定し、しか
る後にゴムアスファルト溶液35を吹き付けて基布33
に含浸させるとともにその表面にゴムアスファルト層を
形成し、図2に示すような現場吹付け遮水シート11と
する。Next, after the spray mortar 24 has hardened,
As shown in FIG. 3C, a base cloth 33 formed of a woven cloth or a non-woven cloth is fixed to the slope 23 with anchor pins or the like, and then a rubber asphalt solution 35 is sprayed on the base cloth 33.
And a rubber asphalt layer is formed on the surface thereof to obtain the on-site sprayed water-impervious sheet 11 as shown in FIG.
【0024】このようにすると、測定用電極5が遮水シ
ートである現場吹付け遮水シート11の裏面に配置され
ることとなるため、処分場に貯留される廃棄物の重量が
測定用電極5に直接作用することはない。In this way, since the measuring electrode 5 is arranged on the back surface of the on-site spraying water blocking sheet 11 which is a water blocking sheet, the weight of the waste stored in the disposal site is the measuring electrode. It does not act directly on 5.
【0025】なお、現場吹付け遮水シート11を敷設す
る際、必要に応じてゴムアスファルト層の表面に被覆層
を塗布等の方法でコーティングし、耐候性を向上させる
ようにしてもよい。When laying the on-site sprayed water-blocking sheet 11, a weather resistance may be improved by coating the surface of the rubber asphalt layer with a coating method or the like, if necessary.
【0026】また、漏洩電流によって遮水シート10、
11の破損個所を検知する方法としては従来と同様であ
り、例えば、測定用電極4、5で予め比抵抗分布を計測
しておき、次いで、電流電極3、3を介して電流源2か
らの電流を遮水シート10、11の内外に随時通電す
る。このとき、遮水シート10、11に破損箇所がある
と、該破損箇所から電流が漏洩するので、このときの電
界分布を測定用電極4、5で計測する。なお、吹付けモ
ルタル24には一定の通電性があるため、測定用電極5
が該モルタルに埋設されていても計測上の不都合は生じ
ない。Further, due to the leakage current, the waterproof sheet 10,
The method for detecting the damaged portion of 11 is similar to the conventional method. For example, the specific resistance distribution is measured in advance by the measuring electrodes 4 and 5, and then the current source 2 from the current source 2 via the current electrodes 3 and 3. An electric current is applied to the inside and outside of the impermeable sheets 10 and 11 as needed. At this time, if the water blocking sheets 10 and 11 have a damaged portion, a current leaks from the damaged portion. Therefore, the electric field distribution at this time is measured by the measuring electrodes 4 and 5. Since the spray mortar 24 has a certain electric conductivity, the measurement electrode 5
However, even if it is embedded in the mortar, there will be no inconvenience in measurement.
【0027】次に、かかる電界分布と先に求めておいた
比抵抗分布から漏洩電流の大きさとその位置をコントロ
ーラ7で求め、その結果をモニター8やプリンタ9に出
力して遮水シート10、11の破損個所とその大きさを
特定する。なお、比抵抗分布や電界分布を求める際に
は、測定用電極4、5を適宜切り換える。Next, the controller 7 obtains the magnitude and position of the leakage current from the electric field distribution and the previously obtained specific resistance distribution, and outputs the result to the monitor 8 or the printer 9 to output the water-blocking sheet 10. 11 points of damage and their sizes are specified. When obtaining the specific resistance distribution or the electric field distribution, the measurement electrodes 4 and 5 are switched appropriately.
【0028】以上説明したように、本実施形態に係る遮
水シートの漏水検知システム1及びその構築方法によれ
ば、測定用電極5が遮水シートである現場吹付け遮水シ
ート11の裏面に配置されることとなるため、処分場に
貯留される廃棄物の重量が測定用電極5に直接作用して
位置ずれが生じるおそれがなくなる。As described above, according to the water leakage detection system 1 for a water blocking sheet and the method for constructing the same according to the present embodiment, the measurement electrode 5 is provided on the back surface of the on-site sprayed water blocking sheet 11 which is a water blocking sheet. Since the waste is stored in the disposal site, the weight of the waste stored in the disposal site does not directly act on the measuring electrode 5 to cause a positional deviation.
【0029】そのため、急勾配や凹凸の多い法面であっ
ても測定用電極5を設置することが可能となり、漏洩電
流による遮水シート10、11の漏水検知が可能とな
る。Therefore, the measuring electrode 5 can be installed even on a slope having steep slopes and irregularities, and it is possible to detect water leakage of the water shield sheets 10 and 11 due to leakage current.
【0030】また、本実施形態に係る遮水シートの漏水
検知システム1及びその構築方法によれば、法面23の
表面を構成する吹付けモルタル24に測定用電極5を埋
設したので、該測定用電極の突出が防止されて現場吹付
け遮水シート11の敷設面、すなわち法面23が滑らか
になり、廃棄物の重量による該遮水シートの破損を最小
限にとどめることができるほか、測定用電極5が一定の
強度を有する吹付けモルタル24内に埋設されることに
より、廃棄物重量によって測定用電極5が破損するのを
未然に防止することが可能となる。また、測定用電極5
をアンカーピン等で掘削地肌31に取り付ける作業だけ
が従来の工程に加わるだけなので、工期もそれほど要し
ない。Further, according to the water leakage detection system 1 for a water blocking sheet and the method for constructing the same according to the present embodiment, the measurement electrode 5 is embedded in the sprayed mortar 24 constituting the surface of the slope 23. Since the projecting electrodes are prevented from projecting and the laying surface of the on-site sprayed water-blocking sheet 11, that is, the slope 23 is made smooth, damage to the water-blocking sheet due to the weight of waste can be minimized, and measurement By embedding the measuring electrode 5 in the spray mortar 24 having a certain strength, it is possible to prevent the measuring electrode 5 from being damaged due to the weight of waste. Also, the measuring electrode 5
Since only the work of attaching the anchor to the excavated surface 31 with an anchor pin or the like is added to the conventional process, the construction period is not so long.
【0031】本実施形態では、測定用電極5を掘削地肌
31に予め固定し、次いで、該掘削地肌に吹付けモルタ
ル24を被覆して測定用電極5を該モルタル内に埋設す
るようにしたが、掘削地肌31を吹付けモルタルで被覆
する必要がない場合には、かかる構成に代えて、図4に
示すように、掘削地肌41に凹部42を形成し、該凹部
に測定用電極5を配置するとともにその残余空間にモル
タル43を充填して測定用電極5を固定し、次いで、掘
削地肌41を法面としてその上に上述したと同様の手順
で現場吹付け遮水シート11を敷設するようにしてもよ
い。かかる構成によっても、上述の実施形態とほぼ同様
の効果を得ることができるほか、測定用電極5が一定の
強度を有するモルタル43内に埋設されることにより、
廃棄物重量によって測定用電極5が破損するのを未然に
防止することが可能となるという効果も奏する。In this embodiment, the measuring electrode 5 is fixed to the excavated surface 31 in advance, and then the excavated surface is covered with the spray mortar 24 so that the measuring electrode 5 is embedded in the mortar. When it is not necessary to cover the excavated ground 31 with spray mortar, a recess 42 is formed in the excavated ground 41 and the measurement electrode 5 is arranged in the recess as shown in FIG. At the same time, the residual space is filled with mortar 43 to fix the measurement electrode 5, and then the site sprayed water-impervious sheet 11 is laid on it with the excavated surface 41 as the slope and in the same procedure as described above. You may With this configuration as well, it is possible to obtain substantially the same effect as that of the above-described embodiment, and the measurement electrode 5 is embedded in the mortar 43 having a certain strength.
There is also an effect that it is possible to prevent the measurement electrode 5 from being damaged by the weight of waste.
【0032】また、本実施形態では、現場吹付け遮水シ
ートを、基布にゴムアスファルト溶液を吹き付けて構成
するようにしたが、現場吹付け遮水シートをどのように
構成するかは任意であり、例えば、金属酸化物を含有す
るアニオン性ゴムアスファルトエマルジョンまたはアス
ファルトエマルジョンとゲル化剤としてアルコールまた
はその誘導体を含有するアンモニウム塩水溶液との2液
を混合した緩凝固浸透性混合液を多孔性シートに吹き付
ける(特許第2524638号参照)、不織布に親水性
ウレタンプレポリマー、水及びアスファルトエマルジョ
ンの混合液を吹き付ける、ゴムアスファルトエマルジョ
ンと多価金属塩の水溶液とをほぼ同時に噴射しこれらを
接触混合させることによって付着面にて固化させる等の
方法で構成するようにしてもよい。Further, in the present embodiment, the on-site sprayed water-impervious sheet is constructed by spraying the rubber asphalt solution on the base cloth, but how to construct the on-site sprayed water-impervious sheet is arbitrary. For example, a slow-coagulating, permeating liquid mixture obtained by mixing two liquids of an anionic rubber asphalt emulsion containing a metal oxide or an asphalt emulsion and an aqueous ammonium salt solution containing an alcohol or its derivative as a gelling agent is used as a porous sheet. (See Japanese Patent No. 2524638), spraying a mixed solution of hydrophilic urethane prepolymer, water and asphalt emulsion onto a non-woven fabric, spraying a rubber asphalt emulsion and an aqueous solution of a polyvalent metal salt almost at the same time and mixing them by contact. Depending on the method, it can be solidified on the adhesion surface. It may be.
【0033】[0033]
【発明の効果】以上述べたように、本発明に係る遮水シ
ートの漏水検知システム及びその構築方法によれば、測
定用電極が遮水シートである現場吹付け遮水シートの裏
面に配置されることとなるため、処分場に貯留される廃
棄物の重量が測定用電極に直接作用して位置ずれが生じ
るおそれがなくなる。そのため、急勾配や凹凸の多い法
面であっても測定用電極を設置することが可能となり、
漏洩電流による遮水シートの漏水検知が可能となる。As described above, according to the water leakage detection system for a water blocking sheet and the method for constructing the same according to the present invention, the measurement electrodes are arranged on the back surface of the on-site sprayed water blocking sheet which is the water blocking sheet. Therefore, there is no possibility that the weight of the waste stored in the disposal site directly acts on the measuring electrode and the position is displaced. Therefore, it is possible to install the measurement electrode even on a steep slope or uneven slope.
It is possible to detect water leakage of the impermeable sheet due to leakage current.
【0034】また、本発明に係る遮水シートの漏水検知
システム及びその構築方法によれば、測定用電極の突出
が防止されて現場吹付け遮水シートの敷設面が滑らかに
なり、廃棄物の重量による該遮水シートの破損を最小限
にとどめることができるほか、廃棄物重量によって測定
用電極が破損するのを未然に防止することが可能となる
という効果も奏する。Further, according to the water leakage detection system for a water blocking sheet and the method for constructing the same according to the present invention, the projection of the measuring electrode is prevented and the laid surface of the on-site sprayed water blocking sheet becomes smooth, so that the waste It is possible to minimize damage to the water-impermeable sheet due to weight, and it is possible to prevent damage to the measurement electrode due to the weight of waste material.
【0035】[0035]
【図1】本実施形態に係る遮水シートの漏水検知システ
ムを示した全体図及びブロック図。FIG. 1 is an overall view and a block diagram showing a water leakage detection system for a water blocking sheet according to the present embodiment.
【図2】法面23に敷設された現場吹付け遮水シート1
1とその裏面に配置された測定用電極5を示した詳細断
面図。[Fig. 2] On-site sprayed waterproof sheet 1 laid on slope 23
1 is a detailed cross-sectional view showing 1 and a measuring electrode 5 arranged on the back surface thereof.
【図3】測定用電極5の設置並びに現場吹付け遮水シー
ト11の敷設手順を示した施工図。FIG. 3 is a construction diagram showing a procedure for installing the measuring electrode 5 and laying the on-site sprayed water blocking sheet 11.
【図4】測定用電極5の設置並びに現場吹付け遮水シー
ト11の変形例を示した詳細断面図。FIG. 4 is a detailed cross-sectional view showing a modified example of the installation of the measurement electrode 5 and the on-site sprayed waterproof sheet 11.
1 遮水シートの漏水検知シ
ステム
2 電流源
3 電流電極
4、5 測定用電極
7 コントローラ(演算制御
手段)
10 遮水シート
11 遮水シート(現場吹付け
遮水シート)
23 法面
24 吹付けモルタル
41 法面
42 凹部1 Leakage detection system for water-impervious sheet 2 Current source 3 Current electrodes 4, 5 Measurement electrode 7 Controller (arithmetic control means) 10 Water-impervious sheet 11 Water-impervious sheet (field-imposed water impervious sheet) 23 Slope 24 Spray mortar 41 Slope 42 Recess
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) G01M 3/40 B09B 1/00 ZAB G01M 3/04 ─────────────────────────────────────────────────── ─── Continuation of front page (58) Fields surveyed (Int.Cl. 7 , DB name) G01M 3/40 B09B 1/00 ZAB G01M 3/04
Claims (4)
トで隔てられた領域にそれぞれ設置される電流電極と、
該電流電極による通電時の電界分布等の諸データを計測
する測定用電極と、該測定用電極で計測された諸データ
を用いて前記遮水シートの破損個所から漏洩する電流の
大きさとその位置を算出する演算制御手段とからなる遮
水シートの漏水検知システムにおいて、 法面の表面を構成する吹付けモルタルに前記測定用電極
を埋設することで該測定用電極を前記法面に固定し、そ
の上に現場吹付け遮水シートを敷設して前記遮水シート
としたことを特徴とする遮水シートの漏水検知システ
ム。1. A current source, and current electrodes respectively connected to the current source and provided in regions separated by a water-blocking sheet.
A measurement electrode for measuring various data such as an electric field distribution at the time of energization by the current electrode, and the magnitude and position of the current leaked from the damaged portion of the waterproof sheet using the various data measured by the measurement electrode In a water leakage detection system for a water-blocking sheet consisting of an arithmetic and control unit for calculating, the measurement electrode is fixed to the slope by embedding the measurement electrode in a spray mortar forming the surface of the slope. A water-impervious sheet leakage detection system, characterized in that a water-impermeable sheet sprayed on site is laid on it to form the water-impermeable sheet.
トで隔てられた領域にそれぞれ設置される電流電極と、
該電流電極による通電時の電界分布等の諸データを計測
する測定用電極と、該測定用電極で計測された諸データ
を用いて前記遮水シートの破損個所から漏洩する電流の
大きさとその位置を算出する演算制御手段とからなる遮
水シートの漏水検知システムにおいて、 法面に凹部を形成し、該凹部内に前記測定用電極を埋設
することで該測定用電極を前記法面に固定し、その上に
現場吹付け遮水シートを敷設して前記遮水シートとした
ことを特徴とする遮水シートの漏水検知システム。2. A current source, and current electrodes connected to the current source and provided in regions separated by a water-blocking sheet, respectively.
A measurement electrode for measuring various data such as an electric field distribution at the time of energization by the current electrode, and the magnitude and position of the current leaked from the damaged portion of the waterproof sheet using the various data measured by the measurement electrode In a water leakage detection system for a water-blocking sheet, which comprises an arithmetic and control unit for calculating, a concave portion is formed on a slope, and the measuring electrode is embedded in the concave portion to fix the measuring electrode to the slope. A water-impervious sheet leakage detection system, wherein a site-imposed water impervious sheet is laid on the sheet to form the water-impermeable sheet.
トで隔てられた領域にそれぞれ設置される電流電極と、
該電流電極による通電時の電界分布等の諸データを計測
する測定用電極と、該測定用電極で計測された諸データ
を用いて前記遮水シートの破損個所から漏洩する電流の
大きさとその位置を算出する演算制御手段とからなる遮
水シートの漏水検知システムを構築する方法において、 前記測定用電極を掘削地肌に予め固定し、次いで、前記
掘削地肌に吹付けモルタルを被覆して該掘削地肌を滑ら
かにするとともに、前記測定用電極を前記吹付けモルタ
ル内に埋設し、該吹付けモルタルが硬化した後、その法
面に現場吹付け遮水シートを敷設して前記遮水シートと
することを特徴とする遮水シートの漏水検知システムの
構築方法。3. A current source, and current electrodes which are respectively connected to the current source and arranged in regions separated by a water-blocking sheet,
A measurement electrode for measuring various data such as an electric field distribution at the time of energization by the current electrode, and the magnitude and position of the current leaked from the damaged portion of the waterproof sheet using the various data measured by the measurement electrode In the method of constructing a water leakage detection system for a water-blocking sheet, which comprises an arithmetic control unit for calculating, the measurement electrode is preliminarily fixed to the excavated surface, and then the excavated surface is coated with spray mortar. Smoothing, and embedding the measurement electrode in the sprayed mortar, after the sprayed mortar has hardened, lay an on-site sprayed waterproof sheet on the slope to form the waterproof sheet. A method for constructing a water leakage detection system for water-blocking sheets.
トで隔てられた領域にそれぞれ設置される電流電極と、
該電流電極による通電時の電界分布等の諸データを計測
する測定用電極と、該測定用電極で計測された諸データ
を用いて前記遮水シートの破損個所から漏洩する電流の
大きさとその位置を算出する演算制御手段とからなる遮
水シートの漏水検知システムを構築する方法において、 掘削地肌に凹部を形成し、該凹部に前記測定用電極を配
置するとともにその残余空間にモルタルを充填して該測
定用電極を固定し、次いで、前記掘削地肌を法面として
その上に現場吹付け遮水シートを敷設して前記遮水シー
トとすることを特徴とする遮水シートの漏水検知システ
ムの構築方法。4. A current source, and current electrodes which are respectively connected to the current source and arranged in regions separated by a water-blocking sheet,
A measurement electrode for measuring various data such as an electric field distribution at the time of energization by the current electrode, and the magnitude and position of the current leaked from the damaged portion of the waterproof sheet using the various data measured by the measurement electrode In a method of constructing a water leakage detection system for a water-blocking sheet, which comprises an arithmetic control unit for calculating, a recess is formed in the excavated surface, the measurement electrode is placed in the recess, and the remaining space is filled with mortar. Construction of a leak detection system for water-impervious sheets, characterized in that the measurement electrodes are fixed, and then the on-site sprayed water-impervious sheet is laid on the excavated ground surface as a slope to form the water impervious sheet. Method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20335198A JP3431063B2 (en) | 1998-07-17 | 1998-07-17 | System for detecting water leakage of impermeable sheet and method for constructing the system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20335198A JP3431063B2 (en) | 1998-07-17 | 1998-07-17 | System for detecting water leakage of impermeable sheet and method for constructing the system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2000035374A JP2000035374A (en) | 2000-02-02 |
| JP3431063B2 true JP3431063B2 (en) | 2003-07-28 |
Family
ID=16472599
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20335198A Expired - Fee Related JP3431063B2 (en) | 1998-07-17 | 1998-07-17 | System for detecting water leakage of impermeable sheet and method for constructing the system |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102928185A (en) * | 2012-11-22 | 2013-02-13 | 郑州润通环境仪表有限公司 | Movable refuse landfill impervious layer leakage monitoring detecting/early-warning system |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4321679B2 (en) * | 2003-12-26 | 2009-08-26 | 西松建設株式会社 | Impermeable structure and water leakage detection method |
| JP2007178252A (en) * | 2005-12-28 | 2007-07-12 | Shimizu Corp | Leakage occurrence position detection device |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2524638B2 (en) | 1989-06-15 | 1996-08-14 | 株式会社大林組 | Spraying impermeable sheet construction method by construction on site |
-
1998
- 1998-07-17 JP JP20335198A patent/JP3431063B2/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2524638B2 (en) | 1989-06-15 | 1996-08-14 | 株式会社大林組 | Spraying impermeable sheet construction method by construction on site |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102928185A (en) * | 2012-11-22 | 2013-02-13 | 郑州润通环境仪表有限公司 | Movable refuse landfill impervious layer leakage monitoring detecting/early-warning system |
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|---|---|
| JP2000035374A (en) | 2000-02-02 |
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