JPH06185068A - Method of preventive construction of change into salt water of ground water by ultra water-absorbing fiber sheet - Google Patents
Method of preventive construction of change into salt water of ground water by ultra water-absorbing fiber sheetInfo
- Publication number
- JPH06185068A JPH06185068A JP33713092A JP33713092A JPH06185068A JP H06185068 A JPH06185068 A JP H06185068A JP 33713092 A JP33713092 A JP 33713092A JP 33713092 A JP33713092 A JP 33713092A JP H06185068 A JPH06185068 A JP H06185068A
- Authority
- JP
- Japan
- Prior art keywords
- water
- sheet
- salt water
- fiber sheet
- salt
- 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
Landscapes
- Sealing Material Composition (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、超吸水性繊維シート
による地下水の塩水化防止工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for preventing salinization of groundwater using a super absorbent fiber sheet.
【0002】[0002]
【従来の技術】従来、地下水の塩水化を防止するために
は、次の二つの方法が採られている。2. Description of the Related Art Conventionally, the following two methods have been adopted to prevent salinization of groundwater.
【0003】鋼矢板を打ち込み防水壁を構築する。
コンクリート製地下連続壁を構築し、防水を図る。A steel sheet pile is driven to construct a waterproof wall.
A concrete continuous underground wall will be constructed for waterproofing.
【0004】しかしながら、の場合、不透水層が地中
深くに存在すると鋼矢板を打ち込むことができず、防水
壁の構築が不可能となる。また、鋼矢板接合部からの漏
水を起こし易く完全な防水を期待できない。の場合、
完全な防水が期待できるものの、施工が大掛かりとな
る。さらに、、のいずれとも、防水壁の構築中、お
よび構築後に地下水側に残った塩水をポンプで汲み出す
必要がある。However, in the case of (1), if the impermeable layer exists deep in the ground, the steel sheet pile cannot be driven in, making it impossible to construct a waterproof wall. In addition, water leakage from the steel sheet pile joint easily occurs, and complete waterproofing cannot be expected. in the case of,
Although it can be expected to be completely waterproof, it requires a large amount of work. Furthermore, both of them require that the salt water remaining on the groundwater side be pumped out during and after construction of the waterproof wall.
【0005】[0005]
【発明が解決しようとする課題】したがって、この発明
は、簡便で、かつ完全に地下水の塩水化を防止する工法
を提供することを目的とする。SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a method for simply and completely preventing the salinization of groundwater.
【0006】[0006]
【課題を解決するための手段】この発明は、地下水と塩
水との境界部(塩水くさび部)に構築したトレンチ内に
超吸水性繊維シートを埋設することによって地下水の塩
水化を防止する工法、を要旨とし、超吸水性繊維の特性
を利用して、時間の経過と共に、より完全に地下水の塩
水化を防止するものである。SUMMARY OF THE INVENTION The present invention is a method for preventing salinization of groundwater by embedding a super absorbent fiber sheet in a trench constructed at the boundary between saltwater and groundwater (saline wedge). Based on the above, the characteristics of super absorbent fibers are utilized to more completely prevent salinization of groundwater over time.
【0007】この発明で使用される超吸水性繊維は、例
えばアクリロニトリル系重合体をアルカリ金属水酸化物
水溶液と反応させて得られるアクリル酸塩単位とアクリ
ルアミド単位とを有する繊維、ポリ酢酸ビニルとアクリ
ル酸エステルとの共重合体を加水分解して得られるビニ
ルアルコールとアクリル酸塩との共重合体繊維、セルロ
ース繊維にアクリル酸をグラフト重合した繊維等の、清
水を吸収して、例えば数十倍〜数千倍に膨潤する性質を
有する繊維である。これらの超吸水性繊維は、例えばエ
チレングリコールジメタクリレート、ポリエチレングリ
コールジメタクリレート、N,N’−メチレンビスアク
リルアミド、ジビニルエーテル等の架橋性単量体を共重
合することにより、あるいは繊維を適当な架橋剤、放射
線等により架橋することにより、架橋構造が導入された
ものであってもよい。また超吸水性繊維は、繊維全体が
超吸水性を有する単層繊維でも、繊維の外層のみが超吸
水性を有する複層繊維でもよい。超吸水性繊維の市販品
には、例えばランシール−F(東洋紡社製 登録商標)
がある。The super absorbent fiber used in the present invention is, for example, a fiber having an acrylate unit and an acrylamide unit obtained by reacting an acrylonitrile polymer with an aqueous solution of an alkali metal hydroxide, polyvinyl acetate and acrylic. Copolymer fibers of vinyl alcohol and acrylate obtained by hydrolyzing a copolymer with acid ester, fibers of acrylic acid graft-polymerized on cellulose fibers, etc. ~ A fiber having a property of swelling several thousand times. These super absorbent fibers can be obtained by copolymerizing a crosslinkable monomer such as ethylene glycol dimethacrylate, polyethylene glycol dimethacrylate, N, N'-methylenebisacrylamide, or divinyl ether, or by appropriately crosslinking the fibers. A crosslinking structure may be introduced by crosslinking with an agent, radiation or the like. Further, the super-absorbent fiber may be a single-layer fiber in which the entire fiber has super-absorbency or a multi-layer fiber in which only the outer layer of the fiber has super-absorbency. Examples of commercially available super absorbent fibers include Lanseal-F (registered trademark manufactured by Toyobo Co., Ltd.).
There is.
【0008】これらの超吸水性繊維は、そのイオン構造
に起因して、清水を吸収して高度に膨潤するが、塩水や
アルカリ水溶液により収縮する性質を有するものであ
り、この発明は、このような超吸水性繊維の膨潤・収縮
特性を活用するものである。Due to their ionic structure, these super-absorbent fibers absorb fresh water and swell to a high degree, but they have the property of shrinking with salt water or an aqueous alkaline solution. It utilizes the swelling / shrinking properties of the super absorbent polymer.
【0009】超吸水性繊維は、織布、不織布、編物等の
シートとして、トレンチ内に垂直に埋設される。The super absorbent fiber is vertically embedded in the trench as a sheet of woven fabric, non-woven fabric, knitted fabric or the like.
【0010】シートは、超吸水性繊維のみから作製する
ことができるが、他の繊維(例えば各種植物繊維、合成
繊維等)と混紡して作製することもでき、また、超吸水
性繊維からなるシートと他の繊維からなるシートやその
他の透水性材料とを積層して作製することもできる。The sheet can be made only from superabsorbent fibers, but can also be made by blending with other fibers (for example, various plant fibers, synthetic fibers, etc.), and is made from superabsorbent fibers. It can also be produced by laminating a sheet and a sheet made of another fiber or another water permeable material.
【0011】[0011]
【実施例】以下、図面を参照して、この発明を具体的に
説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be specifically described below with reference to the drawings.
【0012】トレンチは地表から地下の不透水層まで掘
られており、その内部に超吸水性繊維シートが垂直に埋
設されている。埋設初期においては、超吸水性繊維シー
トの上部は地下水と接触し、下部は塩水と接触してい
る。地下水と接触しでいるシート上部は吸水膨潤して不
透水性となるが、下部は、まだ膨潤していないので、透
水性である。(図1) 時間の経過と共に、地下水が供給され、地下水側の水位
が上昇するので塩水バランスが変わり、比重の大きい塩
水は海側へ押し出され、シートと地下水との接触は、だ
んだん下部へと拡がってゆき、不透水性部分が徐々に下
部へと拡がってゆく。(図2) この不透水性部分の拡大が連続的に繰り返され、最終的
にはシート全体が不透水性となり防水壁が完成する。
(図3)The trench is dug from the ground surface to the impermeable layer underground, and a super absorbent fiber sheet is vertically embedded in the trench. In the initial stage of burial, the upper part of the super absorbent fiber sheet is in contact with groundwater and the lower part is in contact with salt water. The upper part of the sheet, which is in contact with groundwater, swells due to water absorption and becomes impermeable, but the lower part is permeable because it has not yet swelled. (Fig. 1) With the passage of time, groundwater is supplied and the water level on the groundwater side rises, changing the saltwater balance, pushing saltwater with a large specific gravity toward the sea side, and the contact between the seat and groundwater gradually goes down. It expands, and the impermeable part gradually expands to the lower part. (FIG. 2) This expansion of the water impermeable portion is continuously repeated, and finally the entire sheet becomes water impermeable to complete the waterproof wall.
(Figure 3)
【0013】[0013]
【発明の効果】この発明の工法は施工が簡単であり、塩
水をポンプで汲み出す作業が不必要となるばかりでな
く、確実に地下水と塩水との入れ替えを行うことができ
る。EFFECTS OF THE INVENTION The construction method of the present invention is simple in construction, not only does the work of pumping out salt water unnecessary, but it is also possible to reliably replace ground water with salt water.
【図1】この発明の工法の施工当初の縦断面図である。FIG. 1 is a vertical sectional view of a construction method of the present invention at the beginning of construction.
【図2】この発明の工法の施工後、若干時間を経過し、
超吸水性繊維シートの膨潤が下部へ拡がり、塩水が海側
へ押し出されている状態を示す縦断面図である。[Fig. 2] After the construction of the construction method of the present invention, some time has passed,
It is a longitudinal cross-sectional view showing a state in which the swelling of the super-absorbent fiber sheet spreads downward and salt water is pushed out toward the sea.
【図3】この発明の工法の施工後、更に時間を経過し、
超吸水性繊維シートの膨潤が最下部まで拡がり、防水壁
が完成した状態を示す縦断面図である。[Fig. 3] After the construction of the construction method of the present invention, more time has passed,
It is a longitudinal cross-sectional view showing a state in which the swelling of the super absorbent fiber sheet has spread to the bottom and the waterproof wall is completed.
1・・・膨潤した超吸水性繊維シート、2・・・まだ膨
潤していない超吸水性繊維シート、3・・・地下水、4
・・・塩水、5・・・不透水層1 ... Swelled super absorbent fiber sheet, 2 ... Unabsorbed super absorbent fiber sheet, 3 ... Groundwater, 4
... Salt water, 5 ... Impermeable layer
Claims (1)
部)に構築したトレンチ内に超吸水性繊維シートを埋設
することを特徴とする超吸水性繊維シートによる地下水
の塩水化防止工法1. A method for preventing salinization of groundwater using a superabsorbent fiber sheet, characterized in that a superabsorbent fiber sheet is embedded in a trench constructed at a boundary portion (saltwater wedge portion) between groundwater and saltwater.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33713092A JP2606065B2 (en) | 1992-12-17 | 1992-12-17 | Groundwater salinization prevention method using super absorbent fiber sheet |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33713092A JP2606065B2 (en) | 1992-12-17 | 1992-12-17 | Groundwater salinization prevention method using super absorbent fiber sheet |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06185068A true JPH06185068A (en) | 1994-07-05 |
JP2606065B2 JP2606065B2 (en) | 1997-04-30 |
Family
ID=18305732
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP33713092A Expired - Lifetime JP2606065B2 (en) | 1992-12-17 | 1992-12-17 | Groundwater salinization prevention method using super absorbent fiber sheet |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2606065B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114908785A (en) * | 2022-05-16 | 2022-08-16 | 郭福杰 | Drainage device for construction site foundation pit construction |
-
1992
- 1992-12-17 JP JP33713092A patent/JP2606065B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114908785A (en) * | 2022-05-16 | 2022-08-16 | 郭福杰 | Drainage device for construction site foundation pit construction |
CN114908785B (en) * | 2022-05-16 | 2024-01-26 | 郭福杰 | Drainage device for construction of foundation pit of building site |
Also Published As
Publication number | Publication date |
---|---|
JP2606065B2 (en) | 1997-04-30 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19961210 |