JPS60133085A - Muddy water controller - Google Patents

Muddy water controller

Info

Publication number
JPS60133085A
JPS60133085A JP23895383A JP23895383A JPS60133085A JP S60133085 A JPS60133085 A JP S60133085A JP 23895383 A JP23895383 A JP 23895383A JP 23895383 A JP23895383 A JP 23895383A JP S60133085 A JPS60133085 A JP S60133085A
Authority
JP
Japan
Prior art keywords
salt
muddy water
controller
bentonite
polyacrylic acid
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.)
Pending
Application number
JP23895383A
Other languages
Japanese (ja)
Inventor
Takeshi Nagai
健 永井
Yoshio Makino
牧野 吉夫
Keizo Suzuki
啓三 鈴木
Toho Kuwabara
桑原 東邦
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.)
NOF Corp
Original Assignee
NOF Corp
Nippon Oil and Fats 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 NOF Corp, Nippon Oil and Fats Co Ltd filed Critical NOF Corp
Priority to JP23895383A priority Critical patent/JPS60133085A/en
Publication of JPS60133085A publication Critical patent/JPS60133085A/en
Pending legal-status Critical Current

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  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PURPOSE:A muddy water controller that contains, as an active ingredient, a polyacrylic acid of a specific number-average molecular weight or its alkali metal salt which is prepared by neutralizing the polyacrylic acid to a specific level, thus giving muddy water good dispersion stability, heat resistance, salt resistance and cement resistance. CONSTITUTION:The objective controller contains, as an active ingredient, a polyacrylic acid with a number-average molecular weight of 1,000-20,000, preferably 2,000-15,000 or its alkali metal or ammonium salt or alkanolamine salt of less than 30% neutralization degree such as monoethanolamine salt. The resultant controller is used, preferably 0.02-2wt% based on muddy water and when the pH of muddy water needed, aqueous alkali such as NaOH is used. Further, the controller may be combined with other controller such as CMC.

Description

【発明の詳細な説明】 本発明は土木工事および各種の鉱業の開発、探査、地熱
利用等における抗弁掘削用の水−粘土系泥水に用いる泥
水調整剤に関する。さらに詳しくは、泥水にすぐれた分
散安定性、耐熱性、耐塩性、耐セメント性を揚たせる泥
水調整剤に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a mud water conditioner for use in water-clay mud water for defense excavation in civil engineering work and various mining development, exploration, geothermal utilization, etc. More specifically, the present invention relates to a muddy water conditioner that imparts excellent dispersion stability, heat resistance, salt resistance, and cement resistance to muddy water.

一般に土木工事、石油ポーリング、地熱開発や各種の鉱
業における掘削用の泥水としてベントナイト泥水が用い
られている。この泥水工法は騒音防止、工事の容易さ、
安全性、経済性などの利点から広く行なわ−れているが
、ベントナイト泥水の機能としては、地盤の崩壊の防止
、地下水やガスガどの噴出防止、土庄の支え、掘削面の
維持、土砂の運搬や潤滑剤としての働きなどがある。
Bentonite mud is generally used as drilling mud for civil engineering work, oil poling, geothermal development, and various mining operations. This mud water construction method prevents noise, eases construction,
It is widely used due to its safety and economical advantages, but the functions of bentonite mud are to prevent ground collapse, prevent groundwater and gas from blowing out, support soil embankments, maintain excavation surfaces, and transport soil. It also acts as a lubricant.

このようなベントナイト泥水の機能を良好に保つため、
ベントナイト泥水を調整するいわゆる泥水調整剤(以下
、調整剤という)として従来より種々のものが用いられ
てきた。すなわち、リグニンスルホン酸ナトリウム、フ
ミン酸ナトリウム、カルボキシメチルセルロース、ポリ
リン酸ナトリウム、ポリアクリル酸ナトリウムなどが用
いられている。しかしながら、近年油井掘削技術の進歩
により掘削深度がますます大きくカる傾向にあることや
、地熱発電用の抗弁の掘削の必要性などから、謡温高圧
下においても安定なベントナイト泥水が要望されている
。また、油井掘削や土木工事において近年海水を利用し
た海水泥水が盛んに用いられるようになってきており、
また清水を用いる場合でも地下水中の金属イオンが混入
してくることが多いが、このような場合には金属イオン
の影響を受けにくいベントナイト泥水が要望されている
。さらに一般の泥水工法においても、掘削終了後のコン
クリート打設の際にセメントとベントナイト泥水の混合
が避けられないが、このセメントの混入による泥水の劣
化を防止し、回収と再利用が可能で、何度もくシ返して
使用することのできるベントナイト泥水が要望されてい
る。
In order to maintain the functionality of such bentonite mud water,
Various types of so-called mud water conditioners (hereinafter referred to as conditioners) have been used to adjust bentonite mud water. That is, sodium ligninsulfonate, sodium humate, carboxymethyl cellulose, sodium polyphosphate, sodium polyacrylate, and the like are used. However, due to advances in oil well drilling technology in recent years, the drilling depth has tended to increase further, and due to the necessity of drilling defenses for geothermal power generation, there is a demand for bentonite mud that is stable even under high pressure. There is. In addition, seawater slurry using seawater has been increasingly used in oil well drilling and civil engineering work in recent years.
Further, even when fresh water is used, metal ions from underground water often enter the water, but in such cases, there is a demand for bentonite muddy water that is less susceptible to the effects of metal ions. Furthermore, even in the general muddy construction method, mixing of cement and bentonite muddy water is unavoidable when concrete is placed after excavation, but this method prevents the muddy water from deteriorating due to the mixing of cement and makes it possible to recover and reuse it. There is a need for a bentonite slurry that can be reused many times.

従来公知の調整剤を用いたベントナイト泥水は、熱、無
機塩、セメントなどによってゲル化したり、高粘度にな
ったりして、その性能は十分に満足できるものではない
Bentonite mud using conventionally known modifiers tends to gel or become highly viscous due to heat, inorganic salts, cement, etc., and its performance is not fully satisfactory.

本発明者らは安定性にすぐれたベントナイト泥水を得る
ために鋭意研究を重ねた結果、特定の重合体を調整剤と
して使用すると耐熱性、耐塩性および耐セメント性にす
ぐれたベントナイト泥水が得られることを見い出した。
The present inventors have conducted extensive research to obtain bentonite mud with excellent stability, and have found that by using a specific polymer as a modifier, bentonite mud with excellent heat resistance, salt resistance, and cement resistance can be obtained. I discovered that.

すなわち、本発明はポリアクリル酸またはこの中和度3
0%以下のアルカリ金属塩、アンモニウム塩もしくはア
ルカノールアミン塩を有効成分とする調整剤である。
That is, the present invention uses polyacrylic acid or its neutralization degree 3.
This is a regulator containing 0% or less of an alkali metal salt, ammonium salt, or alkanolamine salt as an active ingredient.

本発明で使用するポリアクリル酸の数平均分子量は10
00〜20000であり、好ましくは2000〜150
00である。この範囲外では効果が小さい。
The number average molecular weight of the polyacrylic acid used in the present invention is 10
00 to 20,000, preferably 2,000 to 150
It is 00. The effect is small outside this range.

ポリアクリル酸の塩は中和度が30%以下のもので、a
o%をこえると効果が低下する。アルカリ金属塩として
はナトリウム塩、カリウム塩、リチウム塩があり、アル
カノールアミン塩としてはモノエタノールアミン塩、ジ
ェタノールアミン塩、トリエタノールアミン塩、モノイ
ソプロパツールアミン塩、ジイソプロパツールアミン塩
、トリイソプルパノールアミン塩などがある。
The polyacrylic acid salt has a degree of neutralization of 30% or less, and a
If it exceeds 0%, the effect will decrease. Alkali metal salts include sodium salt, potassium salt, and lithium salt; alkanolamine salts include monoethanolamine salt, jetanolamine salt, triethanolamine salt, monoisopropanolamine salt, diisopropanolamine salt, Examples include triisopropanolamine salt.

本発明の調整剤は泥水に対してo、oi〜5重量饅、好
ましくは0.02〜2重量%の範囲で使用される。
The conditioner of the present invention is used in an amount of 0, oi to 5% by weight, preferably 0.02 to 2% by weight, based on muddy water.

本発明のv!4整剤を用いてベントナイト泥水を得るに
は、水にベントナイトと調整剤を加えて混合すればよい
v! of the present invention! 4. To obtain bentonite mud using a conditioning agent, bentonite and a conditioning agent may be added to water and mixed.

また、ベントナイト泥水のPRを調整する必要があると
きは、得られたベントナイト泥水に水酸化ナトリウム力
どのアルカリ水溶液を加えて調整する。
Moreover, when it is necessary to adjust the PR of bentonite mud, the obtained bentonite mud is adjusted by adding an alkaline aqueous solution such as sodium hydroxide.

本発明の調整剤には、ヘキサメタリン酸ナトリウム、ト
リポリリン酸ナトリウム、リグニンスルホン酸ナトリウ
ム、カルボキシメチルセルローズ、アルギン酸ナトリウ
ム、その他既知の調整剤を併用することも可能である。
The regulating agent of the present invention can also be used in combination with sodium hexametaphosphate, sodium tripolyphosphate, sodium ligninsulfonate, carboxymethyl cellulose, sodium alginate, and other known regulating agents.

またベントナイードにセビオライトやアスベストなどを
併用した懸濁液に対しても適用できる。
It can also be applied to suspensions containing bentonite together with Seviolite, asbestos, etc.

本発明の調整剤を使用することにより、耐熱性、耐塩性
および耐セメント性にすぐれ、利用範囲の広いベントナ
イト泥水を得ることができる。
By using the conditioner of the present invention, bentonite mud that has excellent heat resistance, salt resistance, and cement resistance and can be used in a wide range of applications can be obtained.

以下、実施例により本発明を具体的に説明する。Hereinafter, the present invention will be specifically explained with reference to Examples.

部杜重敞部を示す。Indicates the Department of Chungchang Department.

実栴例1〜6 水100部にベントナイト(クニミネ工業■:クニゲル
v1)6部および本発明の調整剤0.03部を添加し、
ハミルトンビーチミキサー(API現格)を用いて11
l1000rp 20分間の攪拌を行なってベントナイ
ト泥水をイMた。つぎに、ポルトランドセメント2部を
加え、タービン羽根にょす11000 rpmで5分間
攪拌を行なったのち静置した。5分後および30分後に
ベントナイト泥水のファンネル粘度を測定した。
Practical Examples 1 to 6 6 parts of bentonite (Kunimine Kogyo ■: Kunigel v1) and 0.03 parts of the regulator of the present invention were added to 100 parts of water,
11 using Hamilton Beach mixer (API current)
The bentonite slurry was stirred at 1,000 rpm for 20 minutes. Next, 2 parts of Portland cement was added, stirred with a turbine blade at 11,000 rpm for 5 minutes, and then left to stand. The funnel viscosity of the bentonite mud was measured after 5 minutes and 30 minutes.

結果を表1に示す。The results are shown in Table 1.

実施例7 本発明の調整剤として数平均分子16000のポリアク
リル酸を用い、実施例1〜6と同様にしてベントナイト
泥水を得た。この泥水のpHは7゜8であった。
Example 7 Bentonite mud was obtained in the same manner as in Examples 1 to 6 using polyacrylic acid having a number average molecular weight of 16,000 as the regulator of the present invention. The pH of this muddy water was 7.8.

これにカセイソーダ水溶液を加えてpHを9.8に調整
したのち、実施例1〜6と同様にしてセメントを加え、
泥水のファンネル粘度を測定した。
After adding a caustic soda aqueous solution to adjust the pH to 9.8, cement was added in the same manner as in Examples 1 to 6.
The funnel viscosity of muddy water was measured.

結果を表1に示す。The results are shown in Table 1.

比較例1〜5 本発明以外の調整剤を用いて得たベントナイト泥水のフ
ァンネル粘度を測定しfc結果を表1に示す。
Comparative Examples 1 to 5 The funnel viscosity of bentonite slurry obtained using a regulator other than the present invention was measured, and the fc results are shown in Table 1.

表1の結果より、本発明の調整剤を用いたベントナイト
泥水はファンネル粘度が小さく、耐セメント性が良好な
ことがわかる。
From the results in Table 1, it can be seen that the bentonite mud using the modifier of the present invention has a low funnel viscosity and good cement resistance.

実施例8〜10 水100部にベントナイト(クニゲルv1)7部、カル
ボキシメチルセルローズ005部および本発明の調整剤
0.053部を加え、ハミルトンビーチミキサーにより
11000 rpmで20分間棺押してベントナイト泥
水を得、この物性をAPI規格に従がって測定した。つ
ぎに、−クレーio部とセメント03部を加え、ハミル
トンビーチミキサーにより11000 rpmで5分間
攪拌し、35時間静置したのち、上部よシデカンテーシ
ョンによりベントナイト泥水を分離回収し、その物性を
測定した。さらに再びクレー1o部とセメント03部を
加え、以下同様の操作をくり返[7た。
Examples 8 to 10 7 parts of bentonite (Kunigel v1), 005 parts of carboxymethyl cellulose, and 0.053 parts of the conditioning agent of the present invention were added to 100 parts of water, and the mixture was pressed with a Hamilton Beach mixer at 11,000 rpm for 20 minutes to obtain bentonite slurry. The physical properties were measured according to API standards. Next, io parts of -clay and 3 parts of cement were added, stirred for 5 minutes at 11000 rpm using a Hamilton Beach mixer, left to stand for 35 hours, and bentonite slurry was separated and collected from the upper part by side decantation, and its physical properties were measured. did. Further, 10 parts of clay and 03 parts of cement were added again, and the same operation was repeated.

結果を表2に示す。The results are shown in Table 2.

比較例6〜8 本発明の調整剤以外のものを用いて実施例8〜1Oと同
様の試験を行なった。結果を表2に示す。
Comparative Examples 6 to 8 Tests similar to Examples 8 to 1O were conducted using regulators other than those of the present invention. The results are shown in Table 2.

この結果かられかるように、本発明の調整剤を用いた場
合、セメントとクレーに対する安定性がすぐれ、ベント
ナイト泥水のくり返し使用回数を増加させることができ
る。
As can be seen from these results, when the conditioner of the present invention is used, the stability against cement and clay is excellent, and the number of repeated uses of bentonite mud can be increased.

実施例11 水100部にベントナイト(クニゲルv1)6部および
本発明の調整剤としてポリアクリル酸(数平均分子11
6000)0.033部を加え、ハミルトンビーチミキ
サーにより11000 rpmで20分間攪拌を行なっ
てベントナイト泥水を得た。
Example 11 100 parts of water, 6 parts of bentonite (Kunigel v1) and polyacrylic acid (number average molecular weight 11
6,000) was added and stirred for 20 minutes at 11,000 rpm using a Hamilton Beach mixer to obtain bentonite slurry.

これに3部%塩化ナトリウム水溶液を一定量添加して5
分間同じ条件で攪拌したのち、B型粘度計により粘度を
測定した。
Add a certain amount of 3 parts % sodium chloride aqueous solution to this and
After stirring for a minute under the same conditions, the viscosity was measured using a B-type viscometer.

以下同様にして30%塩化す) IJウム水溶液を一定
量づつ添加し、攪拌後粘度を測定する操作をくり返して
塩化ナトリウムの添加量と粘度との関係をめた。結果を
第1図に示す。
(30% chloride was added in the same manner) A certain amount of IJium aqueous solution was added, and the viscosity was measured after stirring.The operation was repeated to determine the relationship between the amount of sodium chloride added and the viscosity. The results are shown in Figure 1.

比較例9〜10 比較例9は調整剤としてポリアクリル酸(数平均分子d
6ooo)ナトリウム〔中和度90%〕を使用し、比較
例10は調整剤を使用しないでベントナイト泥水を調整
したほかは、実施例11と同様にして塩化ナトリウムの
添加量と粘度との関係をめた。
Comparative Examples 9 to 10 Comparative Example 9 uses polyacrylic acid (number average molecular d
6ooo) The relationship between the amount of sodium chloride added and the viscosity was determined in the same manner as in Example 11, except that sodium [neutralization degree 90%] was used, and in Comparative Example 10, bentonite mud was adjusted without using a regulator. I met.

結果を第1図に示す。The results are shown in Figure 1.

第1図より本発明の調整剤を用いたベントナイト泥水は
粘度の上昇が小さく、塩化す) IJウムに対するゲル
化防止能力の大きいことがわかる。
From FIG. 1, it can be seen that the bentonite mud using the modifier of the present invention has a small increase in viscosity and has a high ability to prevent gelation against IJium (chloride).

実施例12および比較例11〜12 塩化ナトリウム水溶液の代りに20%塩化カルシウム水
溶液を用い、また調整剤の添加量を0.04部とするこ
と以外は実施例11および比較例9〜10と同様にして
、Ca イオンの添加量とベントナイト泥水の粘度との
関係をめた。
Example 12 and Comparative Examples 11-12 Same as Example 11 and Comparative Examples 9-10 except that 20% calcium chloride aqueous solution was used instead of sodium chloride aqueous solution and the amount of regulator added was 0.04 part. The relationship between the amount of Ca ions added and the viscosity of bentonite mud was determined.

結果を第2図に示すが、本発明の調整剤を用いたベント
ナイト泥水は粘度の上昇が小さく、Ca+“イオンに対
するゲル化防止能力の大きいことがわかる。
The results are shown in FIG. 2, and it can be seen that the bentonite mud using the modifier of the present invention has a small increase in viscosity and has a high ability to prevent gelation against Ca+" ions.

実施例13〜18 水100部にベントナイト(クニゲルv1)7部および
本発明の調整剤006部を加え、ハばルトンビーチミキ
サーにより11000 rpmで20分間攪拌を行ない
、ベントナイト泥水を得た。なお、実施例15は水酸化
ナトリウム水溶液を用いてp Hを10.0に調整した
。つぎにベントナイト泥水を200℃で16時間養生し
、養生前後の物性(見かけ粘度、プラスチック粘度、降
伏値およびゲル強度)を測定した。
Examples 13 to 18 7 parts of bentonite (Kunigel v1) and 0.06 parts of the conditioner of the present invention were added to 100 parts of water, and the mixture was stirred for 20 minutes at 11,000 rpm using a Habarton Beach mixer to obtain bentonite mud. In Example 15, the pH was adjusted to 10.0 using an aqueous sodium hydroxide solution. Next, the bentonite mud was cured at 200° C. for 16 hours, and the physical properties (apparent viscosity, plastic viscosity, yield value, and gel strength) before and after curing were measured.

結果を表3に示す。The results are shown in Table 3.

比較例13〜14 本発明以外の調整剤を用いてベントナイト泥水を調整し
、実施例13〜16と同様に17で物性を測定した。調
整剤の使用量は比較例13は006部、比較例14は3
部である。カお、比較例14は水酸化ナトリウム水溶液
を用いてpHを100に調整した。
Comparative Examples 13-14 Bentonite mud was prepared using a conditioning agent other than the present invention, and the physical properties were measured in Example 17 in the same manner as Examples 13-16. The amount of adjusting agent used was 0.006 parts in Comparative Example 13 and 3 parts in Comparative Example 14.
Department. In Comparative Example 14, the pH was adjusted to 100 using an aqueous sodium hydroxide solution.

結果を表3に示す。The results are shown in Table 3.

表3より、本発明の調整剤を用いたベントナイト泥水は
養生後の見かけ粘度、プラスチック粘度、降伏値、ゲル
強度のいずれも小さく、加熱によるゲル化増粘に対する
防止能力の大きいことがわかる。
From Table 3, it can be seen that the bentonite mud using the conditioning agent of the present invention has a small apparent viscosity, plastic viscosity, yield value, and gel strength after curing, indicating that it has a high ability to prevent gelation and thickening due to heating.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は実施例11、比較例9および10の塩化ナトリ
ウム添加量とベントナイト泥水の粘度との関係を示す図
である。 第2図は実施例12、比較例11および12のCa イ
オノ添加量とベントナイト泥水の粘度との関係を示す図
である。 特許出願人 日本油脂株式会社
FIG. 1 is a diagram showing the relationship between the amount of sodium chloride added and the viscosity of bentonite mud in Example 11 and Comparative Examples 9 and 10. FIG. 2 is a diagram showing the relationship between the amount of Ca ion added and the viscosity of bentonite mud in Example 12 and Comparative Examples 11 and 12. Patent applicant: NOF Corporation

Claims (1)

【特許請求の範囲】[Claims] 1−数平均分子険1000〜20000のポリアクリル
酸またはこの中和度30チ以下のアルカリ金属塩、アン
モニウム塩もしくはアルカノールアミン塩を有効成分と
する泥水調整剤。
1 - A muddy water conditioner containing polyacrylic acid having a number average molecular weight of 1,000 to 20,000 or an alkali metal salt, ammonium salt or alkanolamine salt thereof having a degree of neutralization of 30 or less as an active ingredient.
JP23895383A 1983-12-20 1983-12-20 Muddy water controller Pending JPS60133085A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23895383A JPS60133085A (en) 1983-12-20 1983-12-20 Muddy water controller

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23895383A JPS60133085A (en) 1983-12-20 1983-12-20 Muddy water controller

Publications (1)

Publication Number Publication Date
JPS60133085A true JPS60133085A (en) 1985-07-16

Family

ID=17037743

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23895383A Pending JPS60133085A (en) 1983-12-20 1983-12-20 Muddy water controller

Country Status (1)

Country Link
JP (1) JPS60133085A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4711731A (en) * 1986-02-06 1987-12-08 Diamond Shamrock Chemicals Company Drilling fluid dispersant
JPS644229A (en) * 1987-06-24 1989-01-09 Dai Ichi Kogyo Seiyaku Co Ltd Dispersant of stabilization liquid
US4814389A (en) * 1986-02-06 1989-03-21 Diamond Shamrock Chemicals Company Drilling fluid dispersant
JP2008111130A (en) * 2000-10-16 2008-05-15 Ohbayashi Corp Mud-forming system for well-drilling mud water

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4711731A (en) * 1986-02-06 1987-12-08 Diamond Shamrock Chemicals Company Drilling fluid dispersant
US4814389A (en) * 1986-02-06 1989-03-21 Diamond Shamrock Chemicals Company Drilling fluid dispersant
JPS644229A (en) * 1987-06-24 1989-01-09 Dai Ichi Kogyo Seiyaku Co Ltd Dispersant of stabilization liquid
JP2008111130A (en) * 2000-10-16 2008-05-15 Ohbayashi Corp Mud-forming system for well-drilling mud water
JP4743441B2 (en) * 2000-10-16 2011-08-10 株式会社大林組 Mud production system for drilling mud

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