JP3163236B2 - Method for solidifying hydrous mud - Google Patents

Method for solidifying hydrous mud

Info

Publication number
JP3163236B2
JP3163236B2 JP22452295A JP22452295A JP3163236B2 JP 3163236 B2 JP3163236 B2 JP 3163236B2 JP 22452295 A JP22452295 A JP 22452295A JP 22452295 A JP22452295 A JP 22452295A JP 3163236 B2 JP3163236 B2 JP 3163236B2
Authority
JP
Japan
Prior art keywords
polymer
water
solidifying
hydrous mud
mud
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
Application number
JP22452295A
Other languages
Japanese (ja)
Other versions
JPH0947794A (en
Inventor
勝一 神田
剛 中川
勝彦 栗原
進 関
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Chemical Corp
Mitsubishi Rayon Co Ltd
Original Assignee
Mitsubishi Chemical Corp
Mitsubishi Rayon Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Mitsubishi Chemical Corp, Mitsubishi Rayon Co Ltd filed Critical Mitsubishi Chemical Corp
Priority to JP22452295A priority Critical patent/JP3163236B2/en
Priority to KR1019960032922A priority patent/KR970010683A/en
Publication of JPH0947794A publication Critical patent/JPH0947794A/en
Application granted granted Critical
Publication of JP3163236B2 publication Critical patent/JP3163236B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/008Sludge treatment by fixation or solidification
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/12Treatment of sludge; Devices therefor by de-watering, drying or thickening
    • C02F11/14Treatment of sludge; Devices therefor by de-watering, drying or thickening with addition of chemical agents
    • C02F11/147Treatment of sludge; Devices therefor by de-watering, drying or thickening with addition of chemical agents using organic substances

Landscapes

  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • General Chemical & Material Sciences (AREA)
  • Treatment Of Sludge (AREA)
  • Polymerisation Methods In General (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、土圧系シールド工
法等の土木工事などに際して発生する含水泥土の固化方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for solidifying hydrous mud generated during civil engineering work such as earth pressure shield construction.

【0002】[0002]

【従来の技術】土木工事等に際して発生する含水泥土は
流動性が高く、そのままではダンプトラック等による運
搬が困難であるため、これら含水泥土に対し各種固化剤
および固化方法が提案されている。例えば、含水泥土に
石灰、セメント系の固化剤を加えこれら固化剤の水硬性
を利用して固化する方法 (特開昭61-216994 号公報参
照)、高吸水性樹脂を含水泥土に添加し見かけ上の含水
比を低下させて含水泥土の強度を上げる方法(特開昭59
-155488 号公報参照)、高分子量のアクリル系凝集剤を
添加し土砂を凝集させる方法 (特開平2-194890号公報参
照)等である。
2. Description of the Related Art Various types of solidifying agents and solidification methods have been proposed for hydrous mud generated during civil engineering works and the like because it has high fluidity and is difficult to transport as it is by a dump truck or the like. For example, a method of adding a lime or cement-based solidifying agent to hydrous mud and solidifying by using the hydraulic properties of these solidifying agents (see JP-A-61-216994), adding a superabsorbent resin to hydrous mud, and Method of increasing the strength of hydrous mud by lowering the water content ratio
-155488), and a method of adding a high-molecular-weight acrylic coagulant to coagulate earth and sand (see Japanese Patent Application Laid-Open No. 2-219890).

【0003】しかし、生石灰、セメント系を使用する固
化方法は、 (1) 固化時間が長く、固化に数時間から数日を要する。 (2) 固化した泥土のpHは強アルカリ性を示す。 高吸水性樹脂を使用する方法は、 (1) 多量に添加する必要があり、経済的でない。 (2) 吸水した樹脂と泥土との接着性は期待できず、ブリ
ージングが起き易く、特にダンプトラック等による運搬
時の振動で固化処理泥土より水分が流れ出る。 アクリル系凝集剤を使用する方法は、 (1) 土砂の凝集が強固で接着性を有しているが固化処理
物がベタつき、糸を引き処理装置等に付着するため作業
性が極めて悪い。
[0003] However, the solidification method using quick lime or cement system has the following problems. (1) The solidification time is long, and it takes several hours to several days to solidify. (2) The pH of the solidified mud shows strong alkalinity. The method of using the superabsorbent resin is as follows: (1) It is not economical because it needs to be added in a large amount. (2) Adhesion between the absorbed resin and the mud is not expected, and bleeding is likely to occur. In particular, moisture flows out of the solidified mud due to vibration during transportation by a dump truck or the like. The method using an acrylic coagulant is as follows: (1) The cohesion of earth and sand is strong and has adhesiveness, but the solidified material is sticky and the thread adheres to a drawing device or the like, so that workability is extremely poor.

【0004】[0004]

【発明が解決しようとする課題】本発明は、上記課題を
解決し、少ない添加量で、短時間で固化でき、固化処理
物のベタつきや糸引がなく、且つブリージングが生じな
い含水泥土の固化方法の提供を目的とする。
DISCLOSURE OF THE INVENTION The present invention solves the above-mentioned problems and provides a method for solidifying hydrous mud which can be solidified in a short time with a small amount of addition, does not have stickiness or stringiness of a solidified product, and does not cause bleeding. The purpose is to provide.

【0005】[0005]

【課題を解決するための手段】本発明者らは、鋭意検討
の結果、特定の重合条件によって得られた非水溶性アク
リル系重合体の使用が上記課題の解決に極めて有効であ
ることを見出し本発明を完成した。
Means for Solving the Problems As a result of intensive studies, the present inventors have found that the use of a water-insoluble acrylic polymer obtained under specific polymerization conditions is extremely effective in solving the above problems. The present invention has been completed.

【0006】すなわち、本発明は、アクリルアミド50
〜100モル%、アクリル酸および/またはメタクリル
酸もしくはそれらの塩0〜50モル%ならびにこれらと
共重合可能な他のモノビニル化合物0〜10モル%より
なるモノマーを、その総量100部に対してビニル基を
2個以上有するモノマー3〜100ppmの存在下に重
合せしめ、得られた非水溶性重合体を含水泥土1m3
対して0.1〜5kg添加することを特徴とする含水泥
土の固化方法、である。
That is, the present invention relates to acrylamide 50
From 100 to 100 mol%, from 0 to 50 mol% of acrylic acid and / or methacrylic acid or a salt thereof and from 0 to 10 mol% of another monovinyl compound copolymerizable therewith, with respect to 100 parts of the total amount of vinyl monomer. A method for solidifying hydrous mud, comprising polymerizing in the presence of 3 to 100 ppm of a monomer having two or more groups, and adding 0.1 to 5 kg of the obtained water-insoluble polymer to 1 m 3 of hydrous mud. ,.

【0007】[0007]

【発明の実施の形態】本発明における含水泥土に添加す
る重合体は、アクリルアミド50〜100モル%、アク
リル酸および/またはメタクリル酸もしくはそれらの塩
0〜50モル%ならびにこれらと共重合可能な他のモノ
ビニル化合物0〜10モル%よりなるモノマーを、その
総量100部に対してビニル基を2個以上有するモノマ
ー3〜100ppmの存在下に重合せしめた非水溶性重
合体である。
BEST MODE FOR CARRYING OUT THE INVENTION The polymer to be added to the hydrous mud according to the present invention comprises 50 to 100 mol% of acrylamide, 0 to 50 mol% of acrylic acid and / or methacrylic acid or a salt thereof, and other copolymerizable with them. Is a water-insoluble polymer obtained by polymerizing a monomer comprising 0 to 10 mol% of a monovinyl compound in the presence of 3 to 100 ppm of a monomer having two or more vinyl groups with respect to a total amount of 100 parts.

【0008】アクリル酸およびメタクリル酸の塩として
は、アルカリ金属塩、アンモニウム塩およびアミン塩が
挙げられる。また、アクリルアミド、アクリル酸および
/またはメタクリル酸もしくはそれらの塩と共重合可能
な他のモノビニルモノマーとしては、2−アクリルアミ
ド−2−メチルプロパンスルホン酸およびビニルスルホ
ン酸ならびにそれらの塩等の水溶性モノビニル化合物、
アクリル酸メチル、メタクリル酸メチおよびスチレン等
の疎水性モノビニル化合物等が挙げられる。
The salts of acrylic acid and methacrylic acid include alkali metal salts, ammonium salts and amine salts. Other monovinyl monomers copolymerizable with acrylamide, acrylic acid and / or methacrylic acid or salts thereof include water-soluble monovinyl monomers such as 2-acrylamido-2-methylpropanesulfonic acid and vinylsulfonic acid and salts thereof. Compound,
Hydrophobic monovinyl compounds such as methyl acrylate, methyl methacrylate and styrene are exemplified.

【0009】ビニル基を2個以上を有するモノマーは、
例えば、同一分子内に2個以上の活性な炭素間二重結合
を有する化合物であり、具体的には、メチレンビスアク
リルアミド、ジエチレングリコールジアクリレート、ト
リエチレングルコールジメタクリレートに代表される多
価アルコールの多アクリレートおよび多メタクリレート
及びグリセリントリアリルエーテル等の多価アルコール
の多アリルエーテル等が挙げられる。
The monomer having two or more vinyl groups is
For example, a compound having two or more active carbon-carbon double bonds in the same molecule, specifically, a polyhydric alcohol represented by methylenebisacrylamide, diethylene glycol diacrylate, and triethylene glycol dimethacrylate Examples include polyacrylates and methacrylates and polyallyl ethers of polyhydric alcohols such as glycerin triallyl ether.

【0010】モノマー組成に関し、アクリルアミドは5
0〜100モル%使用されるが、その使用量が50モル
%以下では固化剤としての機能が十分発揮できない。ア
クリル酸および/またはメタクリル酸もしくはそれらの
塩は0〜50モル%、アクリルアミド、(メタ)アクリ
ル酸等と共重合可能な他のモノビニル化合物は0〜10
モル%の範囲である。
Regarding the monomer composition, acrylamide is 5
It is used in an amount of 0 to 100 mol%, but if the amount is 50 mol% or less, the function as a solidifying agent cannot be sufficiently exhibited. Acrylic acid and / or methacrylic acid or a salt thereof is 0 to 50 mol%, and other monovinyl compounds copolymerizable with acrylamide, (meth) acrylic acid and the like are 0 to 10 mol%.
Mol% range.

【0011】ビニル基2個以上有するモノマーは、これ
以外の上記モノマー総量に対して3〜100ppm、好
ましくは、5〜60ppmの範囲であり、採用するそれ
ぞれの重合条件により最適添加量が決められる。添加量
が100ppmを越えると含水泥土の固化性能が低下
し、その分使用量を増加する必要がある。一方、3pp
m未満では処理土がベタつく等により本発明の効果が得
られない。
The amount of the monomer having two or more vinyl groups is in the range of 3 to 100 ppm, preferably 5 to 60 ppm, based on the total amount of the above-mentioned other monomers, and the optimum addition amount is determined depending on the polymerization conditions employed. If the addition amount exceeds 100 ppm, the solidification performance of the water-containing mud is reduced, and it is necessary to increase the usage amount. On the other hand, 3pp
If it is less than m, the effect of the present invention cannot be obtained because the treated soil becomes sticky.

【0012】本発明の重合体を得るための重合方法とし
ては、水溶液重合,沈殿重合(分散重合)、逆相懸濁重
合および逆相乳化重合のいずれでもよいが、特に、逆相
乳化重合が好ましい。逆相乳化重合としては、例えば、
特公昭34-7679 号、特公昭52-18224号、特公昭52-39417
号各公報記載の方法が採用可能である。
The polymerization method for obtaining the polymer of the present invention may be any of aqueous solution polymerization, precipitation polymerization (dispersion polymerization), reverse-phase suspension polymerization and reverse-phase emulsion polymerization. preferable. As the reverse phase emulsion polymerization, for example,
JP-B-34-7679, JP-B-52-18224, JP-B-52-39417
The method described in each publication can be adopted.

【0013】具体的には、モノマーを含む水性相と疎水
性液体とを乳化性界面活性剤を用いて混合、乳化分散さ
せて調製した油中水型エマルションを遊離ラジカルを生
成する重合開始剤の存在下、重合して逆相乳化型重合体
を得る。
Specifically, a water-in-oil emulsion prepared by mixing, emulsifying and dispersing an aqueous phase containing a monomer and a hydrophobic liquid with an emulsifying surfactant is used as a polymerization initiator for producing free radicals. Polymerization in the presence gives a reversed-phase emulsified polymer.

【0014】重合開始剤の例として、過硫酸塩、過酸化
アルキル化合物等の過酸化物と亜硫酸塩、第一鉄塩、ア
ミン化合物と組み合わせたレドックス開始系、アゾビス
イソブチロニトリル、2,2’−アゾビス−(2−アミ
ジノプロパン)2塩酸塩、2,2’−アゾビス−(2,
4−ジメチルバレロニトリル)等のアゾ型熱分解開始系
等が用いられる。また、ベンゾフェノン、ベンゾインエ
チルエーテル等の光増感剤の存在下、光照射して重合さ
せることもできる。
Examples of polymerization initiators include redox initiators in combination with peroxides such as persulfates and alkyl peroxides and sulfites, ferrous salts, amine compounds, azobisisobutyronitrile, 2,2 2′-azobis- (2-amidinopropane) dihydrochloride, 2,2′-azobis- (2,
An azo-type thermal decomposition initiation system such as 4-dimethylvaleronitrile) is used. Further, polymerization can be carried out by irradiating light in the presence of a photosensitizer such as benzophenone or benzoin ethyl ether.

【0015】本発明の非水溶性重合体は、後記実施例に
示されるように、曳糸長およびポリマー液フィルター通
過率において、従来の水溶性凝集剤および高吸水性樹脂
と比較し、特異的である。すなわち、従来の水溶性凝集
剤は曳糸長が約40mm、ポリマー液フィルター通過率
がほぼ100%であり、また、従来の高吸水性樹脂は曳
糸長が0mm、ポリマー液フィルター通過率が約1%で
あるのに対し、本発明の重合体はポリマー液フィルター
通過率が約3%以下で実質的に非水溶性でありながら、
しかも曳糸長が約4〜10mmあり、前二者とは明らか
に性状が相違する。したがって、本発明により得られる
効果は、このような重合体の性状の相違に基づくものと
推察される。
[0015] The water-insoluble polymer of the present invention, as shown in the Examples below, has a unique characteristic in the thread length and the polymer liquid filter passing rate as compared with the conventional water-soluble coagulant and the superabsorbent resin. It is. That is, the conventional water-soluble coagulant has a thread length of about 40 mm and a polymer liquid filter passing rate of about 100%, and the conventional superabsorbent resin has a thread length of 0 mm and a polymer liquid filter passing rate of about 100%. In contrast to 1%, the polymer of the present invention has a polymer liquid filter passage rate of about 3% or less and is substantially water-insoluble,
Moreover, the thread length is about 4 to 10 mm, and the properties are clearly different from those of the former two. Therefore, the effect obtained by the present invention is presumed to be based on such a difference in the properties of the polymer.

【0016】本発明の対象となる含水泥土としては、一
般的には、含水比30%以上のシールド工法等の土木工
事により排出される掘削残土、あるいは河川、港湾に堆
積したヘドロ等を含み、その他固化処理を必要とする各
種汚泥が挙げられる。
The hydrous mud which is the object of the present invention generally includes excavated soil excavated by civil works such as a shield method having a water content of 30% or more, or sludge deposited on rivers and ports. In addition, various sludges requiring solidification treatment are mentioned.

【0017】含水泥土への重合体の添加方法は、重合体
の粉末または液状品をそのまま添加してもよいし、また
は重合体の粉末または液状品を一度水に溶解させてから
添加してもよく、特に制限はない。
The method of adding the polymer to the hydrous mud may be to add the polymer powder or liquid as it is, or to dissolve the polymer powder or liquid once in water and then add it. Well, there is no particular limitation.

【0018】重合体の添加量は0.1〜5kg/m3
好ましくは0.2〜3kg/m3 の範囲である。添加量
0.1kg/m3 未満では固化が不充分ないしは固化せ
ず、5kg/m3 を越えてもそれ以上の効果は得られず
経済的でない。
The amount of the polymer added is 0.1 to 5 kg / m 3 ,
Preferably, it is in the range of 0.2 to 3 kg / m3. If the addition amount is less than 0.1 kg / m 3 , the solidification is insufficient or not solidified, and if it exceeds 5 kg / m 3 , no further effect is obtained and it is not economical.

【0019】また、本発明の重合体を含水泥土の固化に
使用するに際し、必要に応じて従来から使用されている
固化剤、例えば、セメント、石灰、石膏および水ガラス
等を併用することもできる。
When the polymer of the present invention is used for solidifying hydrous mud, conventionally used solidifying agents such as cement, lime, gypsum and water glass can be used in combination, if necessary. .

【0020】[0020]

【実施例】以下、実施例により本発明を説明するが、本
発明がこれにより特に限定されるものではない。
The present invention will be described below with reference to examples, but the present invention is not limited to these examples.

【0021】A.重合体の製造 実施例1 水67.3部にアクリルアミド50%水溶液426.0
部(3.0モル)とアクリル酸72.0部(1モル)、
45%水酸化ナトリウム88.9部およびメチレンビス
アクリルアミド(MBAA)0.0029部を加えて水
性相を調製した。次いで、この水性相に出光石油化学製
IP-ソルベント2028 306.9部および花王製レオド
ール MS-60 10.2部およびレオドール SP-O10 2
0.4部を含有する油相を加えてワーリングブレンダー
中で1分間攪拌し、油中水型エマルションを得た。生成
したエマルションを撹拌機、窒素ガス吹き込み管、温度
計およびガス出口管を設置した1500mlセパラブル
フラスコに仕込み、次いで、ベンゾインエチルエーテル
(メタノール1ml中0.05部)を添加した。このエ
マルション中に窒素ガスを吹きこみ溶存酸素を除去後、
ウオーターバス上で重合温度を40℃ち、紫外線ランプ
により光照射して残存モノマーが1%以下になるまで重
合を行った。上記、重合により得られた油中水型エマル
ションに、反転用界面活性剤として花王製エマルゲン 9
10 20.4部およびエマルゲン 906 10.2部を添
加して重合体を得た。本逆相エマルション重合品の有効
分は30%であり、製品粘度は420cp、曳糸長は
9.5mmであった。これを試料−1とし、結果を表1
に示す。
A. Production of Polymer Example 1 426.0 50% aqueous solution of acrylamide in 67.3 parts of water
Parts (3.0 mol) and 72.0 parts (1 mol) of acrylic acid,
An aqueous phase was prepared by adding 88.9 parts of 45% sodium hydroxide and 0.0029 parts of methylene bisacrylamide (MBAA). Next, the aqueous phase was added to Idemitsu Petrochemical
306.9 parts of IP-Solvent 2028 and 10.2 parts of Kao-made Leodol MS-60 and Leodol SP-O10 2
An oil phase containing 0.4 parts was added and stirred in a Waring blender for 1 minute to obtain a water-in-oil emulsion. The resulting emulsion was charged into a 1500 ml separable flask equipped with a stirrer, a nitrogen gas blowing tube, a thermometer and a gas outlet tube, and then benzoin ethyl ether (0.05 part in 1 ml of methanol) was added. After blowing nitrogen gas into this emulsion to remove dissolved oxygen,
The polymerization temperature was reduced to 40 ° C. on a water bath, and the mixture was irradiated with light from an ultraviolet lamp to carry out polymerization until the residual monomer became 1% or less. The above-mentioned water-in-oil emulsion obtained by polymerization was added to Kao's Emulgen 9 as a reversal surfactant.
10 20.4 parts and 10.2 parts of Emulgen 906 were added to obtain a polymer. The effective component of the reverse emulsion polymer product was 30%, the product viscosity was 420 cp, and the spinning length was 9.5 mm. This was designated as Sample-1, and the results are shown in Table 1.
Shown in

【0022】尚、曳糸長およびポリマー液フィルター通
過率の測定は下記の方法により行った。 〔曳糸長〕300mlガラス製ビーカーに0.1%ポリ
マー水溶液300gを採り、直径6.6mm先端を丸め
たガラス製棒をポリマー液の液面より10mm入った所
に保持し、次いで、ガラス棒を500mm/分の速度で
引き上げ糸が切れるまでの距離(mm)を測定した。
Incidentally, the measurement of the spinning length and the passing ratio of the polymer liquid filter was carried out by the following methods. [String length] 300 g of a 0.1% aqueous polymer solution was placed in a 300 ml glass beaker, and a glass rod having a 6.6 mm diameter rounded tip was held at a position 10 mm from the liquid surface of the polymer liquid. Was measured at a speed of 500 mm / min until the yarn was cut.

【0023】〔ポリマー液フィルター通過率〕0.1%
ポリマー液300mlを下口にポアサイズ1μのニュク
レポアーフィルター(Nucleopore Corp製)を付けたプラ
スチック製円筒容器(直径 60mm 、長さ 300mm) に入
れ、圧力2kg/cm2 で加圧濾過し、濾液〔A (g)〕
を90℃乾燥機中で水分を蒸発させて残分量〔B(mg)〕
を測定し、下式により算出した。ポリマー液フィルター
通過率(%)=(B/A)×100
[Polymer liquid filter passage rate] 0.1%
300 ml of the polymer solution is placed in a plastic cylindrical container (diameter 60 mm, length 300 mm) provided with a 1 μm pore size Nuclepore filter (manufactured by Nucleopore Corp) at the lower port, pressure-filtered at a pressure of 2 kg / cm 2 , and the filtrate [ A (g)]
Was evaporated in a dryer at 90 ° C. to remove the residual amount [B (mg)]
Was measured and calculated by the following equation. Polymer liquid filter passage rate (%) = (B / A) × 100

【0024】実施例2 実施例1においてMBAA添加量を変えた以外は、実施
例1と同様の操作を行い、試料−2および比較試料−1
〜3を得た。結果を表1に示す。
Example 2 The same operation as in Example 1 was carried out except that the amount of MBAA added was changed in Example 1, and Sample-2 and Comparative Sample-1 were used.
~ 3. Table 1 shows the results.

【0025】 * 従来の水溶性凝集剤に相当 ** 従来の高吸水樹脂に相当[0025] * Equivalent to conventional water-soluble coagulant ** Equivalent to conventional superabsorbent resin

【0026】本発明の重合体(試料−1および2)は、
ほとんどポアサイズ1μのフィルターを通過しないのに
比較し、架橋剤を添加せずに調製した重合体(比較試料
−1従来の水溶性凝集剤に相当)および架橋剤の添加量
が本発明の下限未満で調製した重合体(比較試料−2)
は、上記フィルターをほとんど通過することから、本発
明の重合体は、従来の水溶性凝集剤とは異なり、一方、
架橋剤の添加量が本発明の上限を越えて調製した重合体
(比較試料−3 従来の高吸水樹脂に相当)は、曳糸長
が0mmで全く曳糸性を示さないのに比較し、本発明の
重合体はかなりの曳糸性を示し、従来の高吸水樹脂とは
異なることが明らかである。
The polymers of the present invention (Samples 1 and 2)
A polymer prepared without adding a cross-linking agent (Comparative sample-1 equivalent to a conventional water-soluble coagulant) and the amount of the cross-linking agent added is less than the lower limit of the present invention, as compared with the case where the filter hardly passes through a filter having a pore size of 1 μm. (Comparative sample-2)
Is almost passed through the filter, the polymer of the present invention is different from the conventional water-soluble coagulant,
A polymer prepared in such a manner that the amount of the cross-linking agent added exceeds the upper limit of the present invention (Comparative Sample-3, corresponding to a conventional superabsorbent resin) has a spinning length of 0 mm and shows no spinnability at all. It is clear that the polymer of the present invention exhibits considerable spinnability and is different from conventional superabsorbent resins.

【0027】実施例3 水39.7部にアクリルアミド50%水溶液559.4
部(3.94モル)とアクリル酸4.3部(0.06モ
ル)、45%水酸化ナトリウム5.3部およびジエチレ
ングリコールジメタクリレート(DEGDM)0.00
43部を加えて水性相を調製した。次いで、この水性相
に出光石油化学製 IP-ソルベント 2028285.3部お
よび花王製レオドール MS-60 9.5部およびレオドー
ル SP-O10 19.0部を含有する油相を加えてワーリン
グブレンダー中で1分間攪拌し、油中水型エマルション
を得た。生成したエマルションを撹拌機、窒素ガス吹き
込み管、温度計およびガス出口管を設置した1500m
lセパラブルフラスコに仕込み,次いで、2,2’−ア
ゾビス(2,4−ジメチルバレロニトル)0.05部
(トルエン1ml中)を添加した。このエマルション中
に窒素ガスを吹きこみ溶存酸素を除去後、ウオーターバ
ス上で重合温度を40℃に保ち、残存モノマーが1%以
下になるまで重合を行った。上記、重合により得られた
油中水型エマルションに、反転用界面活性剤として花王
製エマルゲン 910 19.0部およびエマルゲン 906
9.5部を添加して重合体を得た。本逆相エマルション
重合品の有効分は30%、製品粘度は350cp、曳糸
長は5.3mmであった。これを試料−3とし、結果を
表2に示す。
Example 3 A 55% aqueous solution of acrylamide in 39.7 parts of water was 559.4.
Part (3.94 mol), 4.3 parts (0.06 mol) of acrylic acid, 5.3 parts of 45% sodium hydroxide and 0.00 of diethylene glycol dimethacrylate (DEDMM).
An aqueous phase was prepared by adding 43 parts. Next, to this aqueous phase was added an oil phase containing 2028285.3 parts of IP-solvent manufactured by Idemitsu Petrochemical, 9.5 parts of Reodol MS-60 manufactured by Kao, and 19.0 parts of Reodol SP-O10. After stirring for minutes, a water-in-oil emulsion was obtained. The resulting emulsion was 1500 m equipped with a stirrer, a nitrogen gas blowing pipe, a thermometer and a gas outlet pipe.
A 1-separable flask was charged, and then 0.05 parts of 2,2′-azobis (2,4-dimethylvaleronitrile) (in 1 ml of toluene) was added. After nitrogen gas was blown into this emulsion to remove dissolved oxygen, polymerization was carried out on a water bath at a polymerization temperature of 40 ° C. until the residual monomer became 1% or less. 19.0 parts of Kao Emulgen 910 and Emulgen 906 as surfactants for reversal were added to the water-in-oil emulsion obtained by the above polymerization.
9.5 parts were added to obtain a polymer. The reverse phase emulsion polymer product had an effective content of 30%, a product viscosity of 350 cp, and a string length of 5.3 mm. This was designated as Sample-3, and the results are shown in Table 2.

【0028】実施例4 実施例3においてモノマー組成およびDEGDMの添加
量を変えた以外は、実施例3と同様の操作を行い、試料
−3〜5および比較試料−4を得た。結果を表2に示
す。
Example 4 Samples-3 to 5 and Comparative sample-4 were obtained in the same manner as in Example 3, except that the monomer composition and the amount of DEGDM added were changed. Table 2 shows the results.

【0029】 AA/Aa-Na :アクリルアミト゛ / アクリル酸ナトリウム AA/Aa-NH4 /AMPS-Na:アクリルアミト゛ / アクリル酸アンモニウム/ 2-アクリルアミト゛ -2-メチルフ゜ ロハ゜ ン スルホン酸ナトリウム [0029] AA / Aa-Na: Acrylic amide / sodium acrylate AA / Aa-NH 4 / AMPS-Na: Acrylic amide / ammonium acrylate / 2-acrylamito-2-methylfluorobenzene sodium sulfonate

【0030】B.含水泥土への添加 実施例5 下記の組成および物性値を有する含水泥土を、豊浦標準
砂1600g、SAM クレー1067gおよび水1067
gをJIS R5201でのモルタルミキサーで3分間
混練することにより調製した。
B. Example 5 Addition to hydrous mud Example 5 Hydrous mud having the following composition and physical property values was prepared by adding 1600 g of Toyoura standard sand, 1067 g of SAM clay and 1067 g of water.
g was kneaded with a mortar mixer according to JIS R5201 for 3 minutes.

【0031】シルト粘土分 40% 含水比 40% 比重 1.79 フロー値 300以上Silt clay content 40% Water content 40% Specific gravity 1.79 Flow value 300 or more

【0032】この含水泥土1000mlに表3に記載し
た重合体(逆相エマルジョンポリマーをそのまま)を所
定量加え、JIS R5201でのモルタルミキサーで
3分間混練した後、固化泥土の評価を行った。結果を表
3に示す。
A predetermined amount of the polymer shown in Table 3 (inverted emulsion polymer as it is) was added to 1,000 ml of the wet mud, kneaded with a mortar mixer according to JIS R5201 for 3 minutes, and the solidified mud was evaluated. Table 3 shows the results.

【0033】〔評価方法〕 (1) フロー値 含水泥土の固化状態をJIS−R5201に定める「モ
ルタルの物理試験方法」に従ってフロー値を測定した。
フロー値が110未満であればダンプトラック等での運
搬は可能であり、110〜120の範囲はどうにか運搬
可能であるが、120を越えると運搬不能となる。
[Evaluation method] (1) Flow value The solidification state of the water-containing mud was measured in accordance with "Physical test method of mortar" specified in JIS-R5201.
If the flow value is less than 110, transport by a dump truck or the like is possible, and the range of 110 to 120 can be transported somehow, but if it exceeds 120, transport becomes impossible.

【0034】(2) ブリージング 含水泥土100gに7.5kgの荷重を1分かけて、そ
の間にじみ出た水分量(ml)を測定した。この値はで
きるだけ小さい方がよいが、3ml程度以下であれば特
に支障は無い。
(2) Breathing A load of 7.5 kg was applied to 100 g of the water-containing mud for 1 minute, and the amount of water (ml) oozing out during the load was measured. This value is preferably as small as possible, but there is no particular problem as long as it is about 3 ml or less.

【0035】(3) ベタつきおよび糸引き試験 フロー試験終了後の固化した含水泥土のベタつきおよび
糸引き性を評価した。 〇印:ベタつきおよび糸引き性が無い ×印:ベタつきおよび糸引き性を呈する
(3) Stickiness and Stringing Test The solidified hydrous mud after completion of the flow test was evaluated for stickiness and stringiness. 〇: No stickiness and no stringiness X: Solid and stringiness

【0036】 [0036]

【0037】実施例6 実施例5に準じて、以下の組成および物性値を有する含
水泥土調製した。 シルト粘土分 45% 含水比 50% 比重 1.70 フロー値 300以上 この含水泥土1000mlに表4に記載した重合体(逆
相エマルジョンポリマーをそのまま)を所定量加えJI
S R5201でのモルタルミキサーで3分間混練した
後、評価を行った。結果を表4に示す。
Example 6 According to Example 5, a hydrous mud having the following composition and physical properties was prepared. Silt clay content 45% Water content 50% Specific gravity 1.70 Flow value 300 or more To 1000 ml of this water-containing mud, a predetermined amount of the polymer described in Table 4 (as it is with the inverse emulsion polymer) is added and JI is added.
Evaluation was performed after kneading with a mortar mixer of SR5201 for 3 minutes. Table 4 shows the results.

【0038】 [0038]

【0039】[0039]

【発明の効果】本発明によれば、含水泥土を少ない重合
体の添加量で短時間に固化することができ、しかも、固
化泥土のベタつき、糸引きが無く、またブリージングが
生ずることも無いために非常に作業性がよく、非常に優
れた含水泥土の固化方法を提供し得る。
According to the present invention, hydrous mud can be solidified in a short time with a small amount of polymer added, and the solidified mud is free from stickiness, stringing, and no bleeding. Thus, it is possible to provide a method for solidifying hydrous mud which has very good workability.

フロントページの続き (56)参考文献 特開 平4−45850(JP,A) 特開 昭54−45262(JP,A) 特公 平6−91998(JP,B2) (58)調査した分野(Int.Cl.7,DB名) C02F 11/00 - 11/20 E02D 3/12 C07K 17/00 - 17/52 Continuation of the front page (56) References JP-A-4-45850 (JP, A) JP-A-54-45262 (JP, A) JP-B-6-91998 (JP, B2) (58) Fields investigated (Int) .Cl. 7 , DB name) C02F 11/00-11/20 E02D 3/12 C07K 17/00-17/52

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 アクリルアミド50〜100モル%、ア
クリル酸および/またはメタクリル酸もしくはそれらの
塩0〜50モル%ならびにこれらと共重合可能な他のモ
ノビニル化合物0〜10モル%よりなるモノマーを、そ
の総量100部に対してビニル基を2個以上有するモノ
マー3〜100ppmの存在下に重合せしめ、得られた
非水溶性重合体を含水泥土1m3に対して0.1〜5k
g添加することを特徴とする含水泥土の固化方法。
1. A monomer comprising 50 to 100 mol% of acrylamide, 0 to 50 mol% of acrylic acid and / or methacrylic acid or a salt thereof, and 0 to 10 mol% of another monovinyl compound copolymerizable therewith. Polymerization is carried out in the presence of 3 to 100 ppm of a monomer having two or more vinyl groups with respect to 100 parts in total, and the resulting water-insoluble polymer is used in an amount of 0.1 to 5 k / m3 of hydrous mud
g. A method for solidifying hydrous mud, characterized by adding g.
【請求項2】 重合が逆相乳化法によるものである請求
項1記載の含水泥土の固化方法。
2. The method for solidifying hydrous mud according to claim 1, wherein the polymerization is carried out by a reversed-phase emulsification method.
【請求項3】 非水溶性重合体が、その分散液が曳糸性
を有するものであることを特徴とする請求項1または2
記載の含水泥土の固化方法。
3. The water-insoluble polymer whose dispersion liquid has spinnability.
The method for solidifying the hydrous mud according to the above.
【請求項4】 固化した含水泥土のブリージングが3m
l以下であることを特徴とする請求項1〜3のいずれか
に記載の含水泥土の固化方法。
4. Breathing of solidified hydrous mud is 3 m.
The method for solidifying hydrous mud according to any one of claims 1 to 3, which is 1 or less.
JP22452295A 1995-08-10 1995-08-10 Method for solidifying hydrous mud Expired - Fee Related JP3163236B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP22452295A JP3163236B2 (en) 1995-08-10 1995-08-10 Method for solidifying hydrous mud
KR1019960032922A KR970010683A (en) 1995-08-10 1996-08-08 How to solidify the function mud

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22452295A JP3163236B2 (en) 1995-08-10 1995-08-10 Method for solidifying hydrous mud

Publications (2)

Publication Number Publication Date
JPH0947794A JPH0947794A (en) 1997-02-18
JP3163236B2 true JP3163236B2 (en) 2001-05-08

Family

ID=16815123

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22452295A Expired - Fee Related JP3163236B2 (en) 1995-08-10 1995-08-10 Method for solidifying hydrous mud

Country Status (2)

Country Link
JP (1) JP3163236B2 (en)
KR (1) KR970010683A (en)

Also Published As

Publication number Publication date
KR970010683A (en) 1997-03-27
JPH0947794A (en) 1997-02-18

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