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JPS6136877B2 - - Google Patents
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JPS6136877B2 - - Google Patents

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Publication number
JPS6136877B2
JPS6136877B2 JP56184190A JP18419081A JPS6136877B2 JP S6136877 B2 JPS6136877 B2 JP S6136877B2 JP 56184190 A JP56184190 A JP 56184190A JP 18419081 A JP18419081 A JP 18419081A JP S6136877 B2 JPS6136877 B2 JP S6136877B2
Authority
JP
Japan
Prior art keywords
parts
acrylic acid
weight
muddy water
viscosity
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
Application number
JP56184190A
Other languages
Japanese (ja)
Other versions
JPS5884883A (en
Inventor
Masaru Murata
Shigeru Iijima
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.)
DKS Co Ltd
Original Assignee
Dai Ichi Kogyo Seiyaku 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 Dai Ichi Kogyo Seiyaku Co Ltd filed Critical Dai Ichi Kogyo Seiyaku Co Ltd
Priority to JP18419081A priority Critical patent/JPS5884883A/en
Publication of JPS5884883A publication Critical patent/JPS5884883A/en
Publication of JPS6136877B2 publication Critical patent/JPS6136877B2/ja
Granted legal-status Critical Current

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  • Compositions Of Macromolecular Compounds (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明は、長期間安定な粘度を有する泥水掘削
工法に適した泥水組成物に関する。 粘土やベントナイト等の水懸濁液にカルボキシ
メチルロース,グアーガム,アルギン酸ソーダ,
α―デンプン等の膠質性多糖類を配合した泥水を
用いて溝(孔)壁の崩壊を防止しながら地盤を掘
削したり、切羽を泥水で安定化させ、掘進し、隧
道を構築する等のいわゆる泥水掘削工法は無公害
工法として多用されている。 この泥水掘削工法に用いられる泥水は、泥水中
の粘土やベントナイトと膠質性多糖類の相互作用
により、不透水泥膜(マツドケーキ)を形成して
溝(孔)壁や切羽を安定化させる機能を有するも
のである。 しかし、膠質多糖類を含む泥水は、泥水の調製
水や掘削使用時に、土砂中に存在するバクテリア
の混入により劣化を受けやすく、その結果、泥水
の粘性と不透水泥膜形成性が低下して、溝(孔)
壁や切羽の安定化機能が劣化し、悪臭発生や分散
状態不良等の変質を起し易く、工事の安全性にも
影響を与える。 変質した泥水を掘削に用いるのは崩壊事故を起
す危険性が高いので、従来から廃棄処分されてお
り、経済的損失も多く、変質予防処置として、変
質防止剤の配合が行われている。 変質防止剤としては、サリチル酸,ソルビン
酸,パラオキシ安息香酸エステル,有機硫黄,ま
たは有機窒素系のものが知られているが、これら
の変質防止剤は、掘削時の逸泥による地下水汚染
または使用済み廃棄泥水中の変質防止剤の除去処
理を考慮すると、泥水への多量の配合は不可能で
ある。また変質防止剤は、防腐または殺菌効果の
高いものは毒性が強く、毒性の低いものは効果が
少ないので、コスト的にも効果の面でも満足な変
質防止剤は末だ存在しないのが実状である。 本発明の目的は、人体および他の生物に影響を
及ぼすおそれのある変質防止剤を全く使用するこ
となく、長期間にわたつて、泥水としての性質を
安定に保つことのできる、泥水掘削工法に適した
泥水組成物を提供することである。 本発明の組成物は、水中に少なくとも一種の無
機質粘土を含有する泥水に、2規定の苛性ソーダ
中での固有粘度(以下、〔η〕と記載する)が
0.01/g以下であるアクリル酸系樹脂と上記
〔η〕が0.08〜0.8/gであるアクリル酸系樹脂
を混入してなることを特徴とする。 本発明で使用されるアクリル酸系樹脂は、アク
リル酸系モノマーの単独重合体であつても、共重
合体であつてもよい。単独重合体としては、ポリ
アクリル酸のアルカリ金属塩類の使用が好まし
く、共重合体としては、アクリル酸と他のアクリ
ル系モノマー、例えばアクリルニトリル,アクリ
ル酸メチル酸,アクリル酸エチルなど、の一種以
上とからなるものが好ましい。後者の場合、特に
アクリル酸を主成分とする。アクリル酸100重量
部に対して他のアクリル系モノマーを10〜50重量
部程度の割合で用いた共重量体の使用が効果的で
ある。 このようなアクリル酸系樹脂は、泥水中の水
100重量部に対して、〔η〕が0.01/g以下のア
クリル酸系樹脂0.01〜5重量部、〔η〕が0.08〜
0.8/gのアクリル酸系樹脂0.01〜5重量部程
度の割合で泥水に混入されるの好ましい。いずれ
も、0.01重量部より少ない添加量では効果に欠
け、5重量部以上の使用は不経済である。通常、
〔η〕0.01/g以下のアクリル酸系樹脂0.05〜
2重量部、〔η〕0.08〜0.8/gのアクリル酸系
樹脂0.03〜2重量部程度の添加量がより効果的で
ある。 〔η〕0.01/g以下のアクリル酸系樹脂は主
として分散剤として働き、〔η〕0.08〜0.8/g
のアクリル酸系樹脂は増粘剤及び脱水量調整剤と
して働く。なお、〔η〕が0.01/gより大きい
樹脂は分散効果に欠け、〔η〕が0.08/gより
小さな樹脂は増粘効果が悪く、0.8/gより大
きい樹脂は凝集性が強すぎるなどの欠点を有す
る。 本発明は、このように2種の性質の異なるアク
リル酸系樹脂を併用することによつて、泥水組成
物の増粘性,造壁性,分散性をいずれも改良し、
特に変質防止剤を用いなくとも非常に安定な組成
物となしうる。 アクリル酸系樹脂は泥水に同時に添加されても
よいが、〔η〕0.01/g以下の樹脂を先に添加
し、その後に〔η〕0.08〜0.8/gの樹脂を添
加するのが好ましい。特に泥水の比重が高い場合
に、〔η〕の高い樹脂を先に加えると凝集が起こ
り、撹拌が困難となることがある。 本発明における泥水は、水中にモンモリロナイ
ト,アタパルジヤイト,セリサイト,カオリナイ
ト等の無機質粘土を1種以上含むものであるが、
その含有量は、使用目的に応じて異なる。一般
に、水100重量部に対して、無機質粘土は0.5〜
100重量部の範囲で含まれ、例えば地下連続壁,
場所打ち杭工法などに使用される泥水(いわゆる
安定液)では0.5〜10重量部程度、泥水シールド
工法に使用されるものは10〜50重量部程度、泥漿
シールド工法等に使用される泥漿では50〜100重
量部程度の無機湿粘土が含まれるのがよいとされ
る。いずれの場合も、本発明の組成物として効果
的に適用できる。 なにお、本発明の泥水組成物には、更に市販山
粘土,掘削したシルト粘土,各種ポリリン酸塩,
リグニンスルホン酸塩,ニトロフミン酸塩等の分
散剤,ソーダ灰等のPH調節剤,綿実のしぼりカス
等の逸泥防止剤,およびカルボキシメチルセルロ
ース,デンプン誘導体等の水溶性高分子化合物等
の添加剤が含まれてもよい。 次に、本発明の効果を実施例によつてさらに詳
しく説明する。なお、以下に記載の部はすべて重
量部を示す。 実施例 〔1〕 井戸水90部に対し、変質泥水10部、ベントナイ
ト(山形県産)3部及び下記増粘剤のそれぞれ1
種を添加混合して泥水組成物を5種調製した。 増粘剤 A ポリアクリル酸ソーダ(〔η〕=0.004/
g)0.5部とアクリル酸ソーダアクリル酸メチ
ル共重合体(〔η〕=0.8/g)0.05部の併用 B アクリル酸ソーダアクリロニトリル共重合体
(〔η〕=0.01/g)0.3部とポリアクリル酸ソ
ーダ(〔η〕=0.02/g)0.5部の併用 C ポリアクリル酸カリウム(〔μ〕=0.008/
g)0.3部とアクリル酸メチル共重合体(〔η〕
=0.6/g)0.1部の併用 D カルボキシメチルセルロース(1%無水物水
溶液25℃粘度100cp)0.3部 E グアーガム(1%無水物水溶液25℃粘度
620cp)0.2部 この泥水組成物を30℃の恒温器に保存して、経
日的な粘性変化を測定した。その結果を第1表に
示す。 なお、変質泥水としては廃棄泥水処理場で採取
した粘性の低下した悪臭ある泥水を使用した。ま
た、粘性試験は、500ml用のマーシユフアンネル
粘土計に25℃に調整した泥水組成物500mlを入
れ、500mlの流出時間を測定した。増粘剤の種類
によつて、その添加量が異なるが、これは泥水組
成物の調整直後の粘度を通常使用される泥水と同
じ30秒前後に調整したためである。(清水の粘度
は18.5±0.5秒である。)
The present invention relates to a mud water composition suitable for mud drilling methods that has a stable viscosity over a long period of time. Add carboxymethylulose, guar gum, sodium alginate, etc. to the aqueous suspension of clay, bentonite, etc.
Using muddy water containing colloidal polysaccharides such as α-starch, the ground can be excavated while preventing the collapse of trench (hole) walls, and the face can be stabilized with muddy water and excavated to construct tunnels. The so-called mud drilling method is widely used as a pollution-free construction method. The muddy water used in this muddy drilling method has the function of stabilizing trench (hole) walls and faces by forming an impermeable mud cake (mud cake) through the interaction of clay and bentonite in the muddy water with colloidal polysaccharides. It is something that you have. However, muddy water containing colloidal polysaccharides is susceptible to deterioration due to the contamination of bacteria present in soil during muddy preparation or drilling use, and as a result, the viscosity of the muddy water and its ability to form an impermeable mud film are reduced. , groove (hole)
The stabilizing function of walls and faces deteriorates, which tends to cause deterioration such as the generation of bad odors and poor dispersion, which also affects the safety of construction work. Using altered mud water for excavation has a high risk of collapsing, so it has traditionally been disposed of, resulting in large economic losses, and as a preventative measure, anti-alteration agents have been added to the mud. Salicylic acid, sorbic acid, paraoxybenzoic acid ester, organic sulfur, or organic nitrogen-based agents are known as anti-alteration agents, but these agents are used to prevent groundwater contamination due to lost sludge during excavation or after use. Considering the removal treatment of the deterioration prevention agent from the waste mud water, it is impossible to mix a large amount into the mud water. In addition, anti-deterioration agents with high antiseptic or bactericidal effects are highly toxic, and those with low toxicity are less effective, so the reality is that there are no anti-deterioration agents that are satisfactory in terms of cost and effectiveness. be. The purpose of the present invention is to develop a muddy water excavation method that can maintain the properties of muddy water stably for a long period of time without using any deterioration prevention agents that may affect the human body or other living things. An object of the present invention is to provide a suitable mud water composition. The composition of the present invention has an inherent viscosity (hereinafter referred to as [η]) in 2N caustic soda of muddy water containing at least one type of inorganic clay.
It is characterized in that it is made by mixing an acrylic acid resin having an amount of 0.01/g or less and an acrylic acid resin having the above [η] of 0.08 to 0.8/g. The acrylic acid resin used in the present invention may be a homopolymer or a copolymer of acrylic acid monomers. As the homopolymer, it is preferable to use alkali metal salts of polyacrylic acid, and as the copolymer, one or more of acrylic acid and other acrylic monomers, such as acrylonitrile, methyl acrylate, ethyl acrylate, etc. Preferably, it consists of In the latter case, the main component is especially acrylic acid. It is effective to use a coweight containing 10 to 50 parts by weight of other acrylic monomers per 100 parts by weight of acrylic acid. This kind of acrylic acid resin is suitable for water in muddy water.
0.01 to 5 parts by weight of acrylic acid resin with [η] of 0.01/g or less, [η] of 0.08 to 100 parts by weight
It is preferable that 0.8/g of acrylic acid resin be mixed into the muddy water at a ratio of about 0.01 to 5 parts by weight. In any case, if the amount added is less than 0.01 part by weight, the effect is lacking, and if it is added in an amount of 5 parts by weight or more, it is uneconomical. usually,
[η] Acrylic acid resin of 0.01/g or less 0.05~
It is more effective to add about 0.03 to 2 parts by weight of acrylic acid resin, [η] 0.08 to 0.8/g. [η] 0.01/g or less acrylic acid resin mainly works as a dispersant, [η] 0.08 to 0.8/g
The acrylic acid resin acts as a thickener and a dehydration amount regulator. In addition, resins with [η] larger than 0.01/g lack dispersion effect, resins with [η] smaller than 0.08/g have poor thickening effect, and resins larger than 0.8/g have disadvantages such as too strong cohesiveness. has. The present invention improves all of the thickening properties, wall-building properties, and dispersibility of muddy water compositions by using two types of acrylic acid resins with different properties in combination,
In particular, a very stable composition can be obtained without using a deterioration inhibitor. The acrylic acid resins may be added to the muddy water at the same time, but it is preferable to add the resin with an [η] of 0.01/g or less first, and then add the resin with an [η] of 0.08 to 0.8/g. Particularly when the specific gravity of muddy water is high, if a resin with a high [η] is added first, agglomeration may occur, making stirring difficult. The muddy water in the present invention contains one or more types of inorganic clay such as montmorillonite, attapulgite, sericite, kaolinite, etc.
Its content varies depending on the purpose of use. Generally, inorganic clay is 0.5 to 100 parts by weight of water.
Contained in the range of 100 parts by weight, for example, underground continuous walls,
The amount of mud used in cast-in-place pile construction methods (so-called stabilizing liquid) is approximately 0.5 to 10 parts by weight, that used in mud shield construction methods is approximately 10 to 50 parts by weight, and the slurry used in mud shield construction methods is approximately 50 parts by weight. It is said that about 100 parts by weight of inorganic wet clay should be included. In either case, the composition of the present invention can be effectively applied. Note that the muddy water composition of the present invention further contains commercially available mountain clay, excavated silt clay, various polyphosphates,
Dispersants such as lignin sulfonate and nitrofumate, PH regulators such as soda ash, anti-sludge agents such as cotton seed residue, and additives such as water-soluble polymer compounds such as carboxymethyl cellulose and starch derivatives. may be included. Next, the effects of the present invention will be explained in more detail using examples. Note that all parts described below indicate parts by weight. Example [1] To 90 parts of well water, add 10 parts of altered mud water, 3 parts of bentonite (produced in Yamagata Prefecture), and 1 part each of the following thickeners.
Five kinds of mud water compositions were prepared by adding and mixing seeds. Thickener A Sodium polyacrylate ([η] = 0.004/
g) Combination of 0.5 part of sodium acrylate and 0.05 part of methyl acrylate copolymer ([η] = 0.8/g) B: 0.3 part of sodium acrylate acrylonitrile copolymer ([η] = 0.01/g) and polyacrylic acid Combined use of 0.5 parts of soda ([η] = 0.02/g) C Potassium polyacrylate ([μ] = 0.008/
g) 0.3 parts and methyl acrylate copolymer ([η]
= 0.6/g) 0.1 part D Carboxymethyl cellulose (1% anhydride aqueous solution 25℃ viscosity 100 cp) 0.3 parts E Guar gum (1% anhydride aqueous solution 25℃ viscosity
620 cp) 0.2 parts This muddy water composition was stored in a thermostatic chamber at 30°C, and changes in viscosity over time were measured. The results are shown in Table 1. The altered mud water used was muddy water with a reduced viscosity and a foul odor collected from a waste mud treatment plant. In addition, for the viscosity test, 500 ml of the muddy water composition adjusted to 25° C. was placed in a 500 ml Marseille Funnel clay meter, and the outflow time of 500 ml was measured. The amount added varies depending on the type of thickener, but this is because the viscosity of the muddy water composition immediately after adjustment was adjusted to about 30 seconds, the same as that of normally used muddy water. (The viscosity of fresh water is 18.5±0.5 seconds.)

【表】 本願発明に従つた組成物である試料No.1〜3
は、一般的な増粘剤を用いた試料No.4,5に比し
て非常に安定した粘性を有することがわかる。 実施例 〔2〕 井戸水90部に対し、変質泥水10部,市販粘土
(岐阜県産)30部及び下記増粘剤のそれぞれ1種
を添加混合して、5種の泥水組成物を得た。 増粘剤 F ポリアクリル酸ソーダ(〔η〕=0.008/
g)0.3部とアクリル酸ソーダアクリロニトリ
ル共重合体(〔η〕=0.08/g)0.5部の併用 G ポリアクリル酸カリウム(〔η〕=0.004/
g)0.5部とアクリル酸ソーダアクリル酸メチ
ル共重合体(〔η〕=0.8/g)0.04部の併用 H ポリアクリル酸ソーダ(〔η〕=0.01/g)
0.5部とアクリル酸ソーダアクリロニトリル共
重合体(〔η〕=0.6/g)0.08部の併用 I カルボキシメチルセルロース(1%無水物水
溶液25℃粘度1000cp)0.2部 J グアーガム(1%無水物水溶液25℃粘度
300cp)0.5部 この泥水組成物の粘性変化を実施例〔1〕と同
じ条件で測定した。その結果を第2表に示す。 なお、変質泥水は実施例〔1〕と同一のものを
使用し、増粘剤の添加量も実施例〔1〕と同様、
調整直後の粘度が30秒前後となるように選んだ。
[Table] Samples No. 1 to 3, which are compositions according to the present invention
It can be seen that this sample has a much more stable viscosity than Sample Nos. 4 and 5, which used a general thickener. Example [2] To 90 parts of well water, 10 parts of altered mud water, 30 parts of commercially available clay (produced in Gifu Prefecture), and one type of each of the following thickeners were added and mixed to obtain five types of mud water compositions. Thickener F Sodium polyacrylate ([η] = 0.008/
g) Combination of 0.3 part and 0.5 part of sodium acrylate acrylonitrile copolymer ([η] = 0.08/g) G Potassium polyacrylate ([η] = 0.004/
g) Combined use of 0.5 part and 0.04 part of sodium acrylate methyl acrylate copolymer ([η] = 0.8/g) H Sodium polyacrylate ([η] = 0.01/g)
Combination of 0.5 parts and 0.08 parts of sodium acrylate and acrylonitrile copolymer ([η] = 0.6/g) I Carboxymethyl cellulose (1% anhydride aqueous solution, viscosity at 25°C, 1000 cp) 0.2 parts J Guar gum (1% anhydride aqueous solution, viscosity at 25°C)
300 cp) 0.5 part The viscosity change of this muddy water composition was measured under the same conditions as in Example [1]. The results are shown in Table 2. The same modified mud water as in Example [1] was used, and the amount of thickener added was the same as in Example [1].
It was selected so that the viscosity immediately after adjustment would be around 30 seconds.

【表】 本願発明に従つた泥水組成物である試料No.6〜
8は、一般的な増粘剤を用いた試料No.9,10に比
して、非常に安定な製品であることがわかる。 実施例 〔3〕 水100部にベントナイト3部を添加した懸濁液
に、第3表の如く固有粘度の異なるポリアクリル
酸ソーダを溶解して、6種の泥水組成物を得た。 この泥水組成物100部に関東ロームを10部添加
して、均一に混合したものを1日放置して、その
分散安定性を観察した。その結果を第3表に示
す。 本願発明に従つて2種のポリアクリル酸ソーダ
を併用した試料No.11〜13は、関東ロームを混合し
ても凝集せず、分散安定性は良好であつたが、1
種のポリアクリル酸ソーダを用いた試料No.14〜16
では、良好な分散性は得られなかつた。また、固
有粘度の低い〔η〕=0.01/gのポリアクリル
酸ソーダを用いた試料No.14では、添加量を5部に
増しても泥水組成物の増粘効果は認められなかつ
た。
[Table] Sample No. 6 ~ which is a muddy water composition according to the present invention
It can be seen that Sample No. 8 is a very stable product compared to Sample Nos. 9 and 10, which used a general thickener. Example [3] Sodium polyacrylates having different intrinsic viscosities as shown in Table 3 were dissolved in a suspension prepared by adding 3 parts of bentonite to 100 parts of water to obtain six types of muddy water compositions. 10 parts of Kanto loam was added to 100 parts of this muddy water composition, and the mixture was left to stand for one day, and its dispersion stability was observed. The results are shown in Table 3. Samples Nos. 11 to 13, in which two types of sodium polyacrylate were used together according to the present invention, did not aggregate even when Kanto loam was mixed, and the dispersion stability was good.
Samples No. 14 to 16 using seed polyacrylic acid soda
However, good dispersibility could not be obtained. In addition, in sample No. 14 using sodium polyacrylate with a low intrinsic viscosity [η] = 0.01/g, no thickening effect of the muddy water composition was observed even when the amount added was increased to 5 parts.

【表】【table】

Claims (1)

【特許請求の範囲】 1 水中に少なくとも一種の無機質粘土を含有す
る泥水に、2規定の苛性ソーダ中での固有粘度が
0.01/g以下である低粘度アクリル酸系樹脂と
上記固有粘度が0.08〜0.8/gである高粘度ア
クリル酸系樹脂を混入してなることを特徴とする
長期間安定な粘度を有する泥水掘削工法に適した
泥水組成物。 2 上記泥水中の水100重量部に対して、上記低
粘度アクリル酸系樹脂0.01〜5重量部と高粘度ア
クリル酸系樹脂0.01〜5重量部が混入されている
ことを特徴とする特許請求の範囲第1項記載の泥
水組成物。 3 上記泥水が水100重量部に対して無機質粘土
を0.05〜100重量部の割合で含有することを特徴
とする特許請求の範囲第1項又は第2項記載の泥
水組成物。 4 上記アクリル酸系樹脂がそれぞれポリアクリ
ル酸のアルカリ金属塩類およびアクリル酸100重
量部と他のアクリル酸モノマー10〜50重量部とか
らなる共重合体からなる群から選ばれることを特
徴とする特許請求の範囲第1項〜第3項いずれか
1項に記載の泥水組成物。
[Scope of Claims] 1. Mud water containing at least one kind of inorganic clay has an intrinsic viscosity of 2N in caustic soda.
A mud water excavation method having a long-term stable viscosity characterized by mixing a low viscosity acrylic acid resin having an intrinsic viscosity of 0.01/g or less and a high viscosity acrylic acid resin having an intrinsic viscosity of 0.08 to 0.8/g. Muddy water composition suitable for. 2. A patent claim characterized in that 0.01 to 5 parts by weight of the low viscosity acrylic acid resin and 0.01 to 5 parts by weight of the high viscosity acrylic acid resin are mixed with 100 parts by weight of water in the muddy water. A muddy water composition according to Scope 1. 3. The muddy water composition according to claim 1 or 2, wherein the muddy water contains inorganic clay in a ratio of 0.05 to 100 parts by weight per 100 parts by weight of water. 4. A patent characterized in that each of the acrylic acid-based resins is selected from the group consisting of an alkali metal salt of polyacrylic acid and a copolymer consisting of 100 parts by weight of acrylic acid and 10 to 50 parts by weight of other acrylic acid monomers. A muddy water composition according to any one of claims 1 to 3.
JP18419081A 1981-11-16 1981-11-16 Mud composition Granted JPS5884883A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18419081A JPS5884883A (en) 1981-11-16 1981-11-16 Mud composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18419081A JPS5884883A (en) 1981-11-16 1981-11-16 Mud composition

Publications (2)

Publication Number Publication Date
JPS5884883A JPS5884883A (en) 1983-05-21
JPS6136877B2 true JPS6136877B2 (en) 1986-08-20

Family

ID=16148927

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18419081A Granted JPS5884883A (en) 1981-11-16 1981-11-16 Mud composition

Country Status (1)

Country Link
JP (1) JPS5884883A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005007773A1 (en) * 2003-07-18 2005-01-27 Toagosei Co., Ltd. Additive for drilling fluid and drilling fluids containing the same
JP5566665B2 (en) * 2009-11-12 2014-08-06 第一工業製薬株式会社 Method of drilling natural ground and mud accelerator used therefor

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3764530A (en) * 1972-03-15 1973-10-09 Milchem Inc Composition and process for the reduction of thermal degradation of aqueous drilling fluids
US4013568A (en) * 1975-12-11 1977-03-22 Union Oil Company Of California Composition and method for drilling formations containing geothermal fluid
JPS5575483A (en) * 1978-12-01 1980-06-06 Dai Ichi Kogyo Seiyaku Co Ltd Lubricant composition for shield propulsion work

Also Published As

Publication number Publication date
JPS5884883A (en) 1983-05-21

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