JPH029123B2 - - Google Patents
Info
- Publication number
- JPH029123B2 JPH029123B2 JP7174982A JP7174982A JPH029123B2 JP H029123 B2 JPH029123 B2 JP H029123B2 JP 7174982 A JP7174982 A JP 7174982A JP 7174982 A JP7174982 A JP 7174982A JP H029123 B2 JPH029123 B2 JP H029123B2
- Authority
- JP
- Japan
- Prior art keywords
- ground
- water
- resin powder
- wall
- mixed
- 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
Links
- 229920005989 resin Polymers 0.000 claims description 26
- 239000011347 resin Substances 0.000 claims description 26
- 239000000843 powder Substances 0.000 claims description 25
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 24
- 230000008961 swelling Effects 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 3
- 239000003673 groundwater Substances 0.000 description 7
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 6
- 239000007788 liquid Substances 0.000 description 6
- 239000002002 slurry Substances 0.000 description 6
- 239000000499 gel Substances 0.000 description 5
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 4
- 239000002245 particle Substances 0.000 description 4
- 230000035699 permeability Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 150000001298 alcohols Chemical class 0.000 description 2
- 229920001577 copolymer Polymers 0.000 description 2
- JXTHNDFMNIQAHM-UHFFFAOYSA-N dichloroacetic acid Chemical compound OC(=O)C(Cl)Cl JXTHNDFMNIQAHM-UHFFFAOYSA-N 0.000 description 2
- 238000001879 gelation Methods 0.000 description 2
- 235000011187 glycerol Nutrition 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 229920001495 poly(sodium acrylate) polymer Polymers 0.000 description 2
- 229920002401 polyacrylamide Polymers 0.000 description 2
- NNMHYFLPFNGQFZ-UHFFFAOYSA-M sodium polyacrylate Chemical compound [Na+].[O-]C(=O)C=C NNMHYFLPFNGQFZ-UHFFFAOYSA-M 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- 229920002134 Carboxymethyl cellulose Polymers 0.000 description 1
- BRLQWZUYTZBJKN-UHFFFAOYSA-N Epichlorohydrin Chemical compound ClCC1CO1 BRLQWZUYTZBJKN-UHFFFAOYSA-N 0.000 description 1
- VQTUBCCKSQIDNK-UHFFFAOYSA-N Isobutene Chemical group CC(C)=C VQTUBCCKSQIDNK-UHFFFAOYSA-N 0.000 description 1
- 229920003171 Poly (ethylene oxide) Chemical group 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 229920002125 Sokalan® Polymers 0.000 description 1
- 150000001299 aldehydes Chemical class 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000009835 boiling Methods 0.000 description 1
- -1 bullulan Chemical class 0.000 description 1
- 239000001110 calcium chloride Substances 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 0.000 description 1
- 239000001768 carboxy methyl cellulose Substances 0.000 description 1
- 235000010948 carboxy methyl cellulose Nutrition 0.000 description 1
- 239000008112 carboxymethyl-cellulose Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000003431 cross linking reagent Substances 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 229960005215 dichloroacetic acid Drugs 0.000 description 1
- 239000003792 electrolyte Substances 0.000 description 1
- 239000008151 electrolyte solution Substances 0.000 description 1
- NPERTKSDHFSDLC-UHFFFAOYSA-N ethenol;prop-2-enoic acid Chemical compound OC=C.OC(=O)C=C NPERTKSDHFSDLC-UHFFFAOYSA-N 0.000 description 1
- 125000005456 glyceride group Chemical group 0.000 description 1
- 229920000578 graft copolymer Polymers 0.000 description 1
- FPYJFEHAWHCUMM-UHFFFAOYSA-N maleic anhydride Chemical compound O=C1OC(=O)C=C1 FPYJFEHAWHCUMM-UHFFFAOYSA-N 0.000 description 1
- ZIUHHBKFKCYYJD-UHFFFAOYSA-N n,n'-methylenebisacrylamide Chemical compound C=CC(=O)NCNC(=O)C=C ZIUHHBKFKCYYJD-UHFFFAOYSA-N 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 229920002239 polyacrylonitrile Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 229920000036 polyvinylpyrrolidone Polymers 0.000 description 1
- 239000001267 polyvinylpyrrolidone Substances 0.000 description 1
- 235000013855 polyvinylpyrrolidone Nutrition 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 125000003011 styrenyl group Chemical group [H]\C(*)=C(/[H])C1=C([H])C([H])=C([H])C([H])=C1[H] 0.000 description 1
- 239000010723 turbine oil Substances 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
- 229920003169 water-soluble polymer Polymers 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Description
【発明の詳細な説明】
この発明は、止水壁の構築法に関する。その目
的は、施工が簡易かつ容易で、不要となつた場
合、簡単に撤去することができる止水壁を提案す
るにある。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a water-stop wall. The purpose is to propose a water stop wall that is simple and easy to construct and can be easily removed when no longer needed.
地盤を地下水位以下の深さ掘削し、法面を形成
したり、地下構造物を構築するに当つては、地下
水の漏出を防止する必要があり、止水壁を設ける
手段が多く採用されていた。従来の止水壁は地盤
を掘削してコンクリートを打設して形成したり、
シートパイル等を建込み形成するので、施工に手
間がかかり、不要となつた場合、これを撤去する
のにまた多大の手間がかかつた。また、透水性が
高い(例えば透水係数kw>10cm/sec)地盤で、
地下水の供給量が多い場合には薬液の注入を併用
する必要があり、一層手間がかかり、コスト高と
なつた。しかも、地盤を掘削したり、シートパイ
ルを打込んだりして止水壁を構築しようとする
と、その振動によつて掘削法面を崩壊せしめる恐
れがある場合もあり、止水壁を採用できず、例え
ばウエルポイント等で水替えをする必要も生じ、
運転、管理が繁雑になる場合もあつた。 When excavating the ground to a depth below the groundwater level to form slopes or construct underground structures, it is necessary to prevent leakage of groundwater, and many methods include installing waterstop walls. Ta. Traditional water-stop walls are formed by excavating the ground and pouring concrete,
Since sheet piles and the like are built in, construction is time-consuming, and when they are no longer needed, it takes a great deal of time and effort to remove them. In addition, in ground with high permeability (for example, permeability coefficient kw > 10 cm/sec),
When there is a large supply of groundwater, it is necessary to also inject a chemical solution, which becomes more labor-intensive and increases costs. Moreover, if you try to construct a water-stop wall by excavating the ground or driving sheet piles, the vibrations may cause the excavation slope to collapse, making it impossible to use a water-stop wall. For example, it may be necessary to change the water at a well point, etc.
In some cases, operation and management became complicated.
この発明は、上記事情に着目してなされたもの
であり、その特徴とする点は、吸水して膨潤ゲル
化する性質をもつ樹脂粉粒体(以下単に樹脂粉粒
体と云う)を混入し、樹脂粉粒体を含有する壁状
地盤帯を形成し、前記樹脂粉粒体は地盤中の水分
を吸収し膨潤ゲル化して壁状をなし地盤を不透水
性とする止水壁の構築法である。 This invention was made in view of the above-mentioned circumstances, and its characteristic feature is that resin powder (hereinafter simply referred to as resin powder) that has the property of swelling and gelling by absorbing water is mixed in. A method for constructing a water-stop wall in which a wall-like ground zone containing resin powder is formed, and the resin powder absorbs moisture in the ground and swells to form a gel, forming a wall shape and making the ground impervious to water. It is.
この発明で用いる吸水して膨潤ゲル化する樹脂
としては、水に溶解することなく、水を吸収しそ
の容積を数倍から千倍近くに膨潤するものを云
う。例えば、澱粉−アクリロトリルあるいは澱粉
−メタアクリレートグラフト共重合物、ポリアク
リロニトリルやビニルエステール−エチレン系不
飽和カルボン酸共重合体の部分加水分解物、スル
フオン化スチレン等の親水基を導入したポリマ
ー、ポリエチレンオキサイド、ポリビニルアルコ
ール、ポリビニルピロリドン、ポリアクリル酸ソ
ーダ、ポリアクリルアミド、カルボキシメチルセ
ルロース、ポリアクリル酸ソーダーポリアクリル
アミド共重合体、ブルラン等水溶性高分子化合物
の放射線照射物やメチレンビスアクリルアミド、
ジクロール酢酸、エピクロールヒドリン、アルデ
ヒド類等架橋剤による架橋物、親水基の一部を親
油基で置換したもの、イソブチレンと無水マレイ
ン酸との共重合物などが挙げられる。 The resin used in this invention that swells and gels when it absorbs water is one that does not dissolve in water but absorbs water and swells from several times to nearly 1,000 times its volume. Examples include starch-acrylotrile or starch-methacrylate graft copolymers, partial hydrolysates of polyacrylonitrile and vinyl ester-ethylenically unsaturated carboxylic acid copolymers, polymers with hydrophilic groups such as sulfonated styrene, and polyethylene oxide. , polyvinyl alcohol, polyvinylpyrrolidone, sodium polyacrylate, polyacrylamide, carboxymethyl cellulose, sodium polyacrylate polyacrylamide copolymer, irradiated products of water-soluble polymer compounds such as bullulan, methylene bisacrylamide,
Examples include crosslinked products using crosslinking agents such as dichloroacetic acid, epichlorohydrin, and aldehydes, those in which part of the hydrophilic groups are replaced with lipophilic groups, and copolymers of isobutylene and maleic anhydride.
これらの樹脂粉粒体は混入した地盤中におい
て、地中の水を吸収して膨潤ゲル化して、地盤内
の土砂空隙を充填し、止水性地盤となる。従つ
て、この樹脂粉粒体を地盤内に壁状に分布混入す
るならば、止水壁を形成せしめることができる。 These resin powder particles absorb underground water in the mixed ground, swell and gel, fill the soil voids in the ground, and become water-stopping ground. Therefore, if this resin powder is distributed and mixed into the ground in the form of a wall, a water-stopping wall can be formed.
また、これら樹脂類は一般に塩化カルシウム等
の電解質水溶液に接触すると、膨潤ゲル化する機
能を失なう。従つて、必要な期間止水壁として機
能した後、不要となつたならば、これら電解質水
溶液を圧入して膨潤ゲル化した樹脂粉粒体を元の
粉粒体状に戻し、透水性を回復することができ
る。 Furthermore, these resins generally lose their ability to swell and gel when they come into contact with an aqueous electrolyte solution such as calcium chloride. Therefore, after functioning as a water-stopping wall for a required period of time, when it is no longer needed, the swollen gelled resin powder is returned to its original powder form by injecting these electrolyte aqueous solutions to restore water permeability. can do.
樹脂粉粒体は通常、粒径0.05mm〜1.0mm程度の
ものが使用される。余り大きいと地盤の細い空隙
に均一に充填し難く、非水系液体と混合した場合
スラリーが不安定となり、かつ膨潤ゲル化が遅く
なり好ましくない。 Resin powder particles having a particle size of about 0.05 mm to 1.0 mm are usually used. If the slurry is too large, it will be difficult to uniformly fill narrow voids in the ground, and if mixed with a non-aqueous liquid, the slurry will become unstable and swelling and gelation will be delayed, which is undesirable.
樹脂粉粒体は直後、オーガーで地盤を撹拌する
などして、地盤内に混入せしめるか、非水系液体
に混合して、スラリー状となして地盤内に圧入し
混入せしめることができる。 Immediately after, the resin powder can be mixed into the ground by stirring the ground with an auger, or mixed with a non-aqueous liquid to form a slurry, which can be press-fitted into the ground.
非水系液体としては、油類(脂肪歳グリセライ
ド、石油系高沸物等)、アルコール類、エチレン
グリコール、グリセリン等から選択でき、単一体
あるいは混合体として用いることができる。アル
コール類、エチレングリコール、グリセリン等水
溶性あるいは親水性液体を用いると、地盤中に圧
入した際、地下水との置換が早く、樹脂粉粒体の
膨潤ゲル化の時期を早めるに効果がある。これら
の条件と対象、地盤、止水レベル、作業条件等と
を考慮し非水系液体の組成は決定される。 The non-aqueous liquid can be selected from oils (fatty glycerides, petroleum-based high-boiling substances, etc.), alcohols, ethylene glycol, glycerin, etc., and can be used alone or as a mixture. When water-soluble or hydrophilic liquids such as alcohols, ethylene glycol, and glycerin are used, when they are injected into the ground, they are quickly replaced with groundwater and are effective in hastening the swelling and gelation of the resin powder. The composition of the non-aqueous liquid is determined by considering these conditions, the target, the ground, the water stop level, working conditions, etc.
以下、実施例を挙げて説明する。 Examples will be described below.
実施例 1
法面保護を目的とした止水壁
第1図に示す、地下水位1が高く、水の浸透性
が高い地盤2を掘削して法面3を形成するに当つ
て、法面3の崩壊および漏水を防止するために、
止水壁4を構築した。Example 1 Water cut-off wall for the purpose of slope protection When excavating the ground 2 with a high groundwater level 1 and high water permeability as shown in Fig. 1 to form a slope 3, To prevent collapse and water leakage,
A water stop wall 4 was constructed.
施工条件
樹脂粉粒体(アクリル酸系ポリマー、商品名ス
ミカゲル、平均粒径0.2mm) 1重量部
非水系液体(タービンオイル) 1.75重量部
を撹拌スラリー状となし、注入パイプ5を地盤内
に挿入して、地盤内に圧入した。Construction conditions Resin powder (acrylic acid polymer, product name Sumikagel, average particle size 0.2 mm) 1 part by weight Non-aqueous liquid (turbine oil) 1.75 parts by weight was stirred into a slurry form, and the injection pipe 5 was inserted into the ground. Then, it was pressed into the ground.
図示しないが、法面に平行に所定の間隔をとつ
て複数回樹脂粉粒体スラリーを圧入した結果、地
盤に混合された樹脂粉粒体は連続した壁状地盤帯
を形成し、同時に地盤中の水分を吸収して膨潤ゲ
ル化した樹脂粉粒体6となり、透水性がある土砂
空隙を完全に充填し、壁状をなし地盤を不透水性
となし止水壁4が施工できた。 Although not shown, as a result of injecting the resin powder slurry multiple times parallel to the slope at predetermined intervals, the resin powder mixed into the ground forms a continuous wall-like ground zone, and at the same time, the resin powder slurry is mixed into the ground. The resin powder 6 absorbs moisture and becomes a gelatinized resin powder, which completely fills the water-permeable soil voids, forms a wall, and makes the ground impermeable, making it possible to construct a water-stopping wall 4.
この結果、掘削法面3に何等損傷を与えること
なく、地下水を止水し、法面の保護と漏水の防止
を図ることができた。 As a result, it was possible to stop the groundwater without causing any damage to the excavated slope 3, thereby protecting the slope and preventing water leakage.
実施例 2
簡易止水壁
第2図のごとく止水壁を構築すべき地盤7に、
オーガー8を挿入して地盤を撹拌、同時に吸水し
て膨潤ゲル化する樹脂粉粒体を直接混入した。こ
れを所定の間隔をとつて繰返し、樹脂粉粒体が混
合された壁状地盤帯を形成した。地盤中の樹脂粉
粒体は地盤内の水分を吸収して膨潤ゲル化した樹
脂粉粒体6となり、透水性がある土砂空隙を完全
に充填し、壁状をなし地盤を不透水性となし簡易
止水壁9が施工できた。Example 2 Simple water cutoff wall As shown in Figure 2, on the ground 7 where the water cutoff wall is to be constructed,
An auger 8 was inserted to stir the ground, and at the same time, resin powder that absorbed water and swelled into a gel was directly mixed in. This was repeated at predetermined intervals to form a wall-like ground zone in which the resin powder was mixed. The resin powder in the ground absorbs moisture in the ground and becomes a swollen gelled resin powder 6, completely filling the water-permeable soil voids and forming a wall-like structure, making the ground impermeable. Simple water stop wall 9 was completed.
第1図は実施例1の法面保護を目的とした止水
壁の縦断面図、第2図は実施例2の簡易止水壁の
平面図である。
1……地下水位、2……地盤、3……法面、4
……止水壁、5……注入パイプ、6……膨潤ゲル
化した樹脂粉粒体、7……地盤、8……オーガ
ー、9……簡易止水壁。
FIG. 1 is a longitudinal cross-sectional view of a water-stopping wall for protecting a slope according to a first embodiment, and FIG. 2 is a plan view of a simple water-stopping wall according to a second embodiment. 1... Groundwater level, 2... Ground, 3... Slope, 4
... Water stop wall, 5 ... Injection pipe, 6 ... Swelling gelled resin powder, 7 ... Ground, 8 ... Auger, 9 ... Simple water stop wall.
Claims (1)
体を地盤中に混入し、樹脂粉粒体を含有する壁状
地盤帯を形成し、前記樹脂粉粒体は地盤中の水分
を吸収し膨潤ゲル化して壁状をなし地盤を不透水
性とすることを特徴とする止水壁構築法。1. A resin powder having the property of absorbing water and swelling and gelling is mixed into the ground to form a wall-like ground zone containing the resin powder, and the resin powder absorbs water in the ground. A water-stop wall construction method characterized by swelling gelatinization to form a wall-like structure and making the ground impervious to water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7174982A JPS58189415A (en) | 1982-04-28 | 1982-04-28 | Construction of cut-off wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7174982A JPS58189415A (en) | 1982-04-28 | 1982-04-28 | Construction of cut-off wall |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58189415A JPS58189415A (en) | 1983-11-05 |
JPH029123B2 true JPH029123B2 (en) | 1990-02-28 |
Family
ID=13469485
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7174982A Granted JPS58189415A (en) | 1982-04-28 | 1982-04-28 | Construction of cut-off wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58189415A (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS58191811A (en) * | 1982-04-30 | 1983-11-09 | Kajima Corp | Prevention of leak of water from ground |
JPS59161513A (en) * | 1983-03-04 | 1984-09-12 | Ohbayashigumi Ltd | Improvement work of soft ground |
JP2684359B2 (en) * | 1985-02-22 | 1997-12-03 | ファナック 株式会社 | Robot work Cartesian coordinate system setting device |
JPS6360317A (en) * | 1986-08-29 | 1988-03-16 | Nippon Kokan Kk <Nkk> | Cut-off wall |
JP6141660B2 (en) * | 2012-03-22 | 2017-06-07 | 学校法人早稲田大学 | Mountain wall construction method and mountain wall constructed by this mountain wall construction method |
JP7112242B2 (en) * | 2018-05-02 | 2022-08-03 | 学校法人早稲田大学 | Impermeability and Permeability Restoration Method in the Ground |
-
1982
- 1982-04-28 JP JP7174982A patent/JPS58189415A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS58189415A (en) | 1983-11-05 |
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