JPS63130818A - Cut-off wall construction work - Google Patents
Cut-off wall construction workInfo
- Publication number
- JPS63130818A JPS63130818A JP27496386A JP27496386A JPS63130818A JP S63130818 A JPS63130818 A JP S63130818A JP 27496386 A JP27496386 A JP 27496386A JP 27496386 A JP27496386 A JP 27496386A JP S63130818 A JPS63130818 A JP S63130818A
- Authority
- JP
- Japan
- Prior art keywords
- water
- trench
- backfilling
- compartments
- filling material
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims description 4
- 239000000463 material Substances 0.000 claims abstract description 44
- 239000012528 membrane Substances 0.000 claims description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 18
- 239000007788 liquid Substances 0.000 abstract description 13
- 239000000126 substance Substances 0.000 abstract description 10
- 238000005192 partition Methods 0.000 abstract description 4
- 238000005070 sampling Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 3
- 229910000278 bentonite Inorganic materials 0.000 abstract description 2
- 239000000440 bentonite Substances 0.000 abstract description 2
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 abstract description 2
- 230000006866 deterioration Effects 0.000 abstract description 2
- 229920003002 synthetic resin Polymers 0.000 abstract description 2
- 239000000057 synthetic resin Substances 0.000 abstract description 2
- 239000003381 stabilizer Substances 0.000 abstract 3
- 238000012806 monitoring device Methods 0.000 abstract 1
- 229920003051 synthetic elastomer Polymers 0.000 abstract 1
- 239000005061 synthetic rubber Substances 0.000 abstract 1
- 230000000087 stabilizing effect Effects 0.000 description 9
- 239000000383 hazardous chemical Substances 0.000 description 4
- 238000012544 monitoring process Methods 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000003449 preventive effect Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 231100001261 hazardous Toxicity 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012857 radioactive material Substances 0.000 description 1
- 239000005060 rubber Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Description
【発明の詳細な説明】 「産業上の利用分野」 本発明は、不透水性膜材を用いた遮水壁工法に関する。[Detailed description of the invention] "Industrial application field" The present invention relates to a water-blocking wall construction method using a water-impermeable membrane material.
「従来の技術」
地中・地下構造物の築造及び河川漏水等地中・地下水に
対する止水、産業廃棄物の処理地からの有害物質の漏水
防止等の対策として、現在、シートパイル、フィルパイ
ル柱列壁、地中連続型、あるいは、掘削中にjlI壁を
安定させる目的で使用した安定液を固化させて成る地中
壁等、又は、不透水性膜材を、遮水壁として用いている
。``Conventional technology'' Sheet piles and fill piles are currently being used as measures to construct underground/underground structures, to stop underground/groundwater such as river leakage, and to prevent leakage of hazardous substances from industrial waste processing sites. Column walls, underground continuous walls, underground walls made by solidifying the stabilizing liquid used to stabilize the JlI wall during excavation, or impermeable membrane materials are used as impermeable walls. There is.
「発明が解決しようとする問題点」
しかし、これらは、不透水性膜材を除いて、施工上、接
合部でのシラインドの存在が不可避であり、施工精度上
の問題として、このジツイント部を完全な水密性とする
ことは不可能であり、不透水性膜材を用いた場合、部分
的に破損する可能性があり、これとても同様である。``Problems to be Solved by the Invention'' However, with the exception of water-impermeable membrane materials, the presence of sylinds at joints is unavoidable during construction; It is not possible to be completely watertight, and if a water-impermeable membrane material is used, there is a possibility of partial failure, which is very similar.
また、このジツイント部、あるいは、不透水性膜材の破
損部からの漏水や漏出については、それらの現象の発生
自体を把握することが困難であると共に、そのほとんど
の場合において、発生箇所を実用的な精度で範囲を限定
し、検知することは困難である。Furthermore, when it comes to water leakage or seepage from the leakage points or damaged parts of the water-impermeable membrane material, it is difficult to grasp the occurrence of these phenomena themselves, and in most cases, it is difficult to identify the occurrence point in practical use. It is difficult to limit and detect the range with reasonable accuracy.
そ“こで、本発明は、斯る従来の欠点を除去しようとす
るものであり、止水性の向上、貯蔵あるいは処分する物
質の漏出防止、漏水及び有害物質等の漏出の検知、漏水
及び有害物質等の漏出防止対策等を可能ならしめようと
するものである。Therefore, the present invention aims to eliminate these conventional drawbacks, and aims to improve water stoppage performance, prevent leakage of substances to be stored or disposed of, detect water leakage and leakage of harmful substances, and detect water leakage and harmful substances. This is intended to enable measures to prevent leakage of substances, etc.
「問題点を解決するための手段」
本発明は、掘削溝に袋状の区画室を配列した不透水性膜
材を挿入し、該不遇水性膜材の各区画室内に埋め戻し材
又は中詰め材を投入することにある。"Means for Solving the Problems" The present invention involves inserting a water-impermeable membrane material in which bag-shaped compartments are arranged into an excavated trench, and filling each compartment of the impermeable water-permeable membrane material with backfilling material or filling material. It consists in inputting materials.
「作用」
如上の構成であるから、所期の目的の達成が可能となる
。``Action'' With the above structure, it is possible to achieve the intended purpose.
「実施例」
図面は、本発明の実施例で、第1図1乃至■は、工程を
示している。``Example'' The drawings show an example of the present invention, and FIGS. 1 to 2 show steps.
1、ili水壁の築造が対象となる地盤は、一般に、透
水性の高い砂、礫等の土質で構成され、あるいは、この
ような土質で構成される地層を挟んでいる。このような
地盤において、予定深度の掘削溝lを掘削すると同時に
、溝壁を安定に保持させるため、ベントナイト泥水等の
安定液2を充填する。1. The ground on which a water wall is constructed is generally composed of highly permeable soil such as sand or gravel, or is sandwiched between strata composed of such soil. In such ground, an excavation trench l of a predetermined depth is excavated and, at the same time, a stabilizing liquid 2 such as bentonite slurry is filled in order to stably hold the trench wall.
■0次に、その掘11JII内の安定液中に不透水性膜
材3を挿入する。この不透水性膜材3は、第2図、第3
図に示すように、帯状で横に長い有底二重f131の内
側に通宜間隔毎に仕切りlll32・・・を設けて、区
画室33・・・を配列する。(2) Next, the water-impermeable membrane material 3 is inserted into the stable liquid in the trench 11JII. This water-impermeable membrane material 3 is shown in FIGS.
As shown in the figure, partitions 1132, .
不透水性膜材3を形成する素材としては、各種合成樹脂
、ゴム、布等のシートを用いる。As the material for forming the water-impermeable membrane material 3, sheets of various synthetic resins, rubber, cloth, etc. are used.
■、続いて、上記不透水性膜材3の各区画室33・・・
内へ埋め戻し材又は中詰め材4を投入する。中詰め材と
しては、砂、砂礫等透水性材料を用いいる。■Subsequently, each compartment 33 of the water-impermeable membrane material 3...
The backfilling material or filling material 4 is thrown into the inside. As the filling material, use a water-permeable material such as sand or gravel.
■、その埋め戻し材又は中詰め材4の投入の際、水位観
測や水の採取等に適したパイプ等のモニタリング設備5
を埋設し、十分に充填して終了し、遮水壁Aを完成する
。■ Monitoring equipment 5 such as pipes suitable for water level observation and water sampling when inserting the backfilling material or filling material 4
bury it and fill it sufficiently to complete the water-blocking wall A.
なお、不遇水性膜材3の形状は、第2図、第3図に限る
ものではなく、例えば、円筒状の仕切り膜を設けてもよ
い、また、埋め戻し材又は中詰め材の投入については、
シュートを用いた自然落下、あるいは、エア圧送等によ
る強制式の投入方法が可能である。Note that the shape of the unfortunate water-based membrane material 3 is not limited to that shown in FIGS. 2 and 3; for example, a cylindrical partition membrane may be provided. ,
Natural dropping using a chute or forced feeding using air pressure, etc., is possible.
「発明の効果」 本発明によれば、次の効果を奏する。"Effect of the invention" According to the present invention, the following effects are achieved.
+11 掘削溝に安定液を用いても、埋め戻し材又は
中詰め材がその安定液に直接触れることがなく、安定液
の劣化を低くおさえることができ、該安定液を再度の使
用に供することができる。+11 Even if a stabilizing liquid is used in an excavated trench, the backfilling material or filling material does not come into direct contact with the stabilizing liquid, so deterioration of the stabilizing liquid can be kept to a low level, and the stabilizing liquid can be used again. I can do it.
(2) 安定液は勿論、地下水も、埋め戻し材又は中
詰め材に混入することがなく、シたがって、均質な、安
定した、遮水壁を築造でき、かつ、安定液が埋め戻し材
中にまき込まれることもなくロスを防止できる。(2) Not only the stabilizing liquid but also ground water will not mix with the backfilling material or filling material, and therefore a homogeneous and stable impermeable wall can be constructed, and the stabilizing liquid will not mix with the backfilling material. You can prevent loss by not getting caught inside.
(3) 各区画室の埋め戻し材又は中詰め材中に、水
位観測や水の採取等のモニタリングの目的に適したパイ
プ等の装置を設置することで、各区画室における漏水や
有害物質等の漏出の発生を検知できる。(3) By installing equipment such as pipes suitable for monitoring purposes such as water level observation and water sampling in the backfilling material or filling material of each compartment, water leakage and leakage of harmful substances, etc. in each compartment can be prevented. can detect the occurrence of
具体的には、埋め戻し材又は中詰め材中に降雨等が流入
しないようにして、内部の水位の観測により、漏水を検
知でき、また、内部の水や埋め戻し材又は中詰め材を一
部採取し、分析することによって、有害物質の漏出を容
易に検知できる。Specifically, water leakage can be detected by monitoring the internal water level by preventing rainwater from flowing into the backfilling material or the filling material, and also by preventing the internal water, backfilling material, or filling material from flowing into the material. Leakage of hazardous substances can be easily detected by sampling and analyzing a sample.
(4) 漏水や有害物質等の漏出が発生した場合には
、該当する区画室について個別に防止対策を講じること
ができ、発生箇所が不明な場合に比べ、より経済的かつ
効果的な措置を講じることができる。特に、防止対策と
して一般的な薬液注入工法を通用する場合、薬液が対象
区画室内に効果的に注入でき、対象範囲外へ逸走するこ
とを防ぐことができる。(4) In the event of water leakage or leakage of hazardous substances, etc., preventive measures can be taken individually for the relevant compartment, making it more economical and effective than when the location of the leakage is unknown. can be taken. In particular, when a general chemical injection method is used as a preventive measure, the chemical can be effectively injected into the target compartment and can be prevented from escaping outside the target area.
(5) 通用可能な分野としては、
i)環境保全上有害な物質の廃棄、処分地の内部あるい
は外周部で、地下水や降雨等によって有害物質の漏出が
問題となる箇所ii )放射性物質の貯蔵、処理、処分
地ii)その他、高い止水性を有する遮水壁の設置が求
められる箇所
等が挙げられる。(5) Applicable fields include: i) Disposal of substances that are hazardous to the environment, locations within or around disposal sites where leakage of hazardous substances due to groundwater or rainfall is a problem; ii) Storage of radioactive materials. , treatment, disposal site ii) Other locations where installation of water-blocking walls with high water-stopping properties are required.
図面は、本発明の実施例で、第1図■乃至■は、工程説
明図、第2図は、遮水壁の平面図、第3図は、不透水性
膜材の斜視図である。
A・・・遮水壁 l・・・掘削溝2・・・安定
液 3・・・不透水性膜材4・・・埋め戻し材
又は中詰め材
5・・・モニタリング設備
31・・・有底二重膜 32・・・仕切り摸33・
・・区画室
第2図 第3゜
≧ 5The drawings show examples of the present invention; FIGS. 1 to 3 are process explanatory diagrams, FIG. 2 is a plan view of a water-blocking wall, and FIG. 3 is a perspective view of a water-impermeable membrane material. A... Waterproof wall l... Excavation groove 2... Stabilizing liquid 3... Impermeable membrane material 4... Backfilling material or filling material 5... Monitoring equipment 31... Yes Bottom double membrane 32... Partition model 33.
...Division room diagram 2 3゜≧5
Claims (1)
、該不透水性膜材の各区画室内に埋め戻し材又は中詰め
材を投入し、遮水壁を築造することを特徴とする遮水壁
工法。A water-impermeable membrane material with bag-shaped compartments arranged in an arrangement is inserted into the excavated trench, and backfilling material or filling material is put into each compartment of the impermeable membrane material to construct a water-blocking wall. A characteristic water-blocking wall construction method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27496386A JPH0781263B2 (en) | 1986-11-18 | 1986-11-18 | Impermeable wall construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27496386A JPH0781263B2 (en) | 1986-11-18 | 1986-11-18 | Impermeable wall construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63130818A true JPS63130818A (en) | 1988-06-03 |
JPH0781263B2 JPH0781263B2 (en) | 1995-08-30 |
Family
ID=17549007
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27496386A Expired - Fee Related JPH0781263B2 (en) | 1986-11-18 | 1986-11-18 | Impermeable wall construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0781263B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010077593A (en) * | 2008-09-24 | 2010-04-08 | Chemical Grouting Co Ltd | Method for constructing underground wall-like body |
CN106498966A (en) * | 2016-11-18 | 2017-03-15 | 中国电建集团成都勘测设计研究院有限公司 | Impervious wall construction structure |
-
1986
- 1986-11-18 JP JP27496386A patent/JPH0781263B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010077593A (en) * | 2008-09-24 | 2010-04-08 | Chemical Grouting Co Ltd | Method for constructing underground wall-like body |
CN106498966A (en) * | 2016-11-18 | 2017-03-15 | 中国电建集团成都勘测设计研究院有限公司 | Impervious wall construction structure |
Also Published As
Publication number | Publication date |
---|---|
JPH0781263B2 (en) | 1995-08-30 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |