JPS5826187A - Mud leakage preventing construction for forming underground hole by drilling - Google Patents

Mud leakage preventing construction for forming underground hole by drilling

Info

Publication number
JPS5826187A
JPS5826187A JP12452281A JP12452281A JPS5826187A JP S5826187 A JPS5826187 A JP S5826187A JP 12452281 A JP12452281 A JP 12452281A JP 12452281 A JP12452281 A JP 12452281A JP S5826187 A JPS5826187 A JP S5826187A
Authority
JP
Japan
Prior art keywords
underground hole
chemical solution
muddy water
underground
drilling
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
Application number
JP12452281A
Other languages
Japanese (ja)
Other versions
JPS6232317B2 (en
Inventor
近藤 基樹
久保田 浩典
篠崎 守
大下 俊之
寺村 知大
北野 勝康
白井 克己
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten 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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP12452281A priority Critical patent/JPS5826187A/en
Priority to CA000408824A priority patent/CA1178532A/en
Priority to GB08222808A priority patent/GB2107760B/en
Publication of JPS5826187A publication Critical patent/JPS5826187A/en
Priority to US07/008,123 priority patent/US4770257A/en
Publication of JPS6232317B2 publication Critical patent/JPS6232317B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、掘IIIIli向の安定保持や掘削スライム
排除のための泥水を地中穴内に供給した状態で、地中穴
を掘削形成するに際して、泥水の地中への逸失が生じた
時に、インシアネートを主成分とする薬液を地中穴内の
深部に供給して、泥水逸失箇所を前記薬液の固化物でシ
ールする工法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a system for preventing muddy water from entering the ground when excavating and forming an underground hole while supplying muddy water into the underground hole for stabilizing the direction of excavation and removing excavation slime. The present invention relates to a method of supplying a chemical solution containing incyanate as a main component deep into an underground hole to seal the area where muddy water is lost with a solidified product of the chemical solution.

上記工法において、従来のように単純に薬液を供給する
と、殊に深層岩盤のように大きな亀裂が深く存在する場
合、極めて大量の薬液を必要とし、経済性において大き
な問題となり、家た、時には逸泥防止処理に長時間を要
する等の問題があり、その上、薬液の固化反応の制御が
困難で、殊に深層掘削において、反応速度が大であると
注入管内で薬液粘度が増大して、圧送が困難1亡あるい
は不能になり、逆に、反応速度が小であると、逸泥箇所
での流失のためにいたずらに大量の薬液が必要となり、
また作業Km時間を襞する等の間融を伴う。
In the above construction method, if the chemical solution is simply supplied as in the past, an extremely large amount of chemical solution is required, especially when large cracks exist deeply, such as in deep bedrock. There are problems such as the need for a long time for mud prevention treatment, and in addition, it is difficult to control the solidification reaction of the chemical solution. Especially in deep excavation, if the reaction rate is high, the viscosity of the chemical solution increases in the injection pipe. Pumping becomes difficult or impossible, and conversely, if the reaction rate is low, an unnecessarily large amount of chemical solution will be required due to washing away at the point where it is lost.
It also involves intermittent work such as folding the work Km hours.

本発明は、上記実情に鑑みて、極めて簡単かつ合理的な
手段でもって、亀裂の規模いかんKかかわらず、かつ、
地中穴の深さいかんにかかわらず、薬液供給量を抑えな
がら容易迅速かつ確実に逸泥を防止できるようにし、も
って、工事を経済的に有利な状態でかつ短い工期で行え
るようKL、殊に1石油井戸のように大pm<かつ極め
て深(地中穴を掘削形成する上で有効な逸泥防止工法を
提供する事を目的とする。
In view of the above-mentioned circumstances, the present invention provides an extremely simple and rational means to solve the problem, regardless of the size of the crack, and
Regardless of the depth of the underground hole, KL, in particular, makes it possible to easily and quickly and reliably prevent sludge while controlling the amount of chemical solution supplied, thereby allowing construction work to be carried out in an economically advantageous state and in a short construction period. The purpose of this project is to provide an effective method for preventing mud slippage when drilling and forming underground holes with large pm < and extremely deep depths, such as oil wells.

本発明は1、冒記地中穴揖削形成用逸泥防止工法におい
て、前記薬液供給に先立って、前記薬液の固化反応を促
遥する触媒を含む薬剤を担持させた状態で、泥水逸失箇
所に対する充填材を前記地中穴の深部に供給する事を特
徴とする。
The present invention provides (1) in the above-mentioned method for preventing sludge loss for drilling underground holes, prior to the supply of the chemical liquid, a chemical containing a catalyst that promotes the solidification reaction of the chemical liquid is supported, and The filling material is supplied to the deep part of the underground hole.

すなわち、薬液が供給される前に充填材が逸泥箇所の入
口あるいは入口から比較的近い箇所において集中的KI
Nみ合って、フィルタ一層が形成されるのであり、その
フィルタ一層による流動抵抗増大によって、大量の薬液
が不必要に地中穴から遠方まで流出することを効果的に
抑制で舎、しかも、充填材に薬液の固化反応を促逸する
触媒を含む薬剤を担持させる事によって、\ llI故を充填材と接触するまでは固化させないで充填
材と接触すれば遍切な速度で同化反応させる事が容喬に
なった。 ぞの結果、逸泥箇所の規模や深さいかんにか
かわらず、薬液を、所望箇所wvti、ihm夾に供給
でき、しかも、所望箇所で流失を抑えなから確実良好に
固化させることができて、使用薬液量を少くしながら、
短時間にかつ容易確実に逸泥を防止できると共に、回化
物内にフィルタ一層が包含されて、強固で信頼性の高い
状態でシールを行えるようになった。
In other words, before the chemical solution is supplied, the filling material performs concentrated KI at the entrance of the sludge area or at a location relatively close to the entrance.
A filter layer is formed by combining N, and the increase in flow resistance due to the filter layer effectively prevents a large amount of chemical solution from unnecessarily flowing out from the underground hole to a long distance. By supporting a chemical containing a catalyst that promotes the solidification reaction of the chemical liquid on the material, it is possible to cause the chemical to undergo an assimilation reaction at a uniform rate without solidifying until it comes into contact with the filler. It became Qiao. As a result, regardless of the size and depth of the spilled area, the chemical solution can be supplied to the desired location WVTI, IHM, and furthermore, it can be reliably solidified without being washed away at the desired location. While reducing the amount of chemical used,
In addition to being able to easily and reliably prevent sludge from slipping out in a short period of time, a single layer of filter is included in the chloride, making it possible to perform a strong and reliable seal.

尚、上記薬液は、一般式R−(100)nで示されるイ
ソシアネートを主成分とするものであり、水との反応に
よって、炭酸ガスを発生しながら重合して水に不溶のゲ
ル状高分子物を生成する物質である。 上記一般式にお
いて、Rは、脂肪族または芳香族の基、あるいは、その
両者を含む有機基を示し、また、真は2以上の整数であ
ることが望ましい。 そして、本発明に使用されるイン
シアネートの代表的なものは次に例示するようなもので
ある。 つまり、2.4−トリレンジイソシアネート、
2.6−1リレンジイソシアネー)、2.4−および2
.6−トリレンジイソシアネートの混合体、4.4−ジ
フェニルメタンジインシアネート、1.5−tフチレン
ジイソシアネート、ポリメチレンポリフェニルインシア
ネート、ビトリレンジイソシアネート、−一フェニレン
ジインシアネート、1.6−へキシリレンジインシアネ
ート、0−あるいは−一あるいはP−キシリレンジイン
シアネート、メチレンビス−p−フェニレンジイソシア
ネート、2.6−シインシアネートメチルカプエート等
の、芳香族又は脂肪族のポリインシアネート、または、
それらのインシアネートとポリエステルグライコールま
たはポリエーテルグライコール等の活性水素を含むポリ
オールとから誘導される車端イソシアネート基含有プレ
ポリ!−である。
The above chemical solution is mainly composed of isocyanate represented by the general formula R-(100)n, and upon reaction with water, it polymerizes while generating carbon dioxide gas to form a water-insoluble gel-like polymer. It is a substance that produces things. In the above general formula, R represents an aliphatic or aromatic group, or an organic group containing both, and is preferably an integer of 2 or more. Typical incyanates used in the present invention are as illustrated below. That is, 2,4-tolylene diisocyanate,
2.6-1 lylene diisocyanate), 2.4- and 2
.. Mixture of 6-tolylene diisocyanate, 4.4-diphenylmethane diisocyanate, 1.5-t phenylene diisocyanate, polymethylene polyphenylene diisocyanate, bitolylene diisocyanate, -monophenylene diisocyanate, 1.6- Aromatic or aliphatic polyinsyanates, such as xylylene diincyanate, 0- or -mono- or P-xylylene diisocyanate, methylene bis-p-phenylene diisocyanate, 2,6-cyincyanate methyl capate, or
A prepolymer containing isocyanate groups at the car end derived from these incyanates and a polyol containing active hydrogen such as polyester glycol or polyether glycol! − is.

また、上記インシアネートに対して、例えばペンゾール
、キジロール、ドルオール、アセトン、エチルエチルケ
トン、酢酸エチル、トリクロルエチレン、ジブチルフタ
レート、ジオクチル7タレート、ジオクチルアジペート
、トリクレジルフォスフェート等の稀釈剤、または、例
えばシリコーン系非イオン型等の界l活性剤、またはそ
の他の添加物等、適当な薬剤を遍当量加えてもよい。
In addition, for the above incyanate, a diluent such as penzole, quidylol, doluol, acetone, ethyl ethyl ketone, ethyl acetate, trichloroethylene, dibutyl phthalate, dioctyl heptathalate, dioctyl adipate, tricresyl phosphate, or , a surfactant such as a non-ionic silicone type, or other additives may be added in equal amounts.

上述の各種インシアネートに対して、その固化反応促逸
触媒として例えばトリエチルアミン、Nメチルモルホリ
ン、Nエチルモルホリン、ジメチルベンジルアミン、ト
リエチレンジアミン、N 、 II−ジメチル−2−メ
チルビペラジン、ジメチルラウリルアミン、ジメチルコ
コナツツアミン等の第3級アミン類、あるいはジブチル
錫ラウレート、スタナスオフテートなどの有機金属化合
物等を含む薬剤を、前記充填材に担持させた状態で利用
する。
For the above-mentioned various incyanates, catalysts for accelerating the solidification reaction include triethylamine, N-methylmorpholine, N-ethylmorpholine, dimethylbenzylamine, triethylenediamine, N,II-dimethyl-2-methylbiperazine, dimethyllaurylamine, and dimethylcoconut. A drug containing a tertiary amine such as tuamine or an organometallic compound such as dibutyltin laurate or stanasoftate is used in a state supported on the filler.

前記充填材としては、例えば、アスベストテーリングは
しぐさ、かんなくず、パルプ線輪、グラスファイバー、
綿、羽毛、ワラ、綿の夷のしぼりかす等のIIA維状吻
状物質−ライト、塊状粘土、ベントナイト、水サイ、鉱
サイ、ヒル石、コルク、コークス、泥炭などの粒状また
は検車状物質、ウンモ、セルローズのフレーキ、魚のう
ろこ、セロファン等のフレーキ状物質、穀物、縞などの
夷の殻やしぼりかす、クルミの殻、粉砕物、スポンジ等
の多孔性物質あるいはその他各種の物質及びこれらの組
合せが利用できる。
Examples of the filler include asbestos tailings, sawdust, pulp wire, glass fiber,
IIA fibrous proboscis-like substances such as cotton, feathers, straw, and cotton dregs - granular or gauze-like substances such as light, lump clay, bentonite, water rhinoceros, mineral rhinoceros, vermiculite, cork, coke, peat, etc.; Flaky substances such as turmeric, cellulose flakes, fish scales, cellophane, grains, striped barley shells and dregs, walnut shells, crushed materials, porous substances such as sponges, and other various substances and combinations thereof. is available.

また、充填材に対しては、例えば、寸法−整、粒度調整
、含水率調整、洗滌等の処理、あるいはその他の各種前
/I&理を施すことができる。
Further, the filler may be subjected to treatments such as size adjustment, particle size adjustment, moisture content adjustment, washing, or other various pre/I & treatment processes.

また、ξれらの充填材に固化反応促進触媒を含む薬剤を
担持させるには、薬剤を液状にして率に含浸あるいは付
着させるだけでよい。
Furthermore, in order to support a drug containing a solidification reaction promoting catalyst on these fillers, it is sufficient to liquefy the drug and allow it to be impregnated or adhered thereto.

次に、例示図により本発明工法の実施態様をSt用する
Next, an embodiment of the construction method of the present invention will be described using illustrative drawings.

mi図(イ)K示すように、掘削壁面の安定保持や掘削
スライム排除のためのベントナイト等の/ 泥水(1)を地中穴(2)内圧供給した状態で、ドリル
ビット(3a) Kよって地中穴(21を掘削形成して
、石油井戸や天然ガス井戸等を形成する。
As shown in Fig. 1 (a), the drill bit (3a) is pressed while the muddy water (1) of bentonite, etc., is supplied to the underground hole (2) to maintain stability of the excavation wall surface and remove excavation slime. An underground hole (21) is excavated to form an oil well, natural gas well, etc.

第1図&4に示すように、地中穴(2)の底が逸泥箇所
囚に遭遇すると、ドリルビット(3a)を少し引上げ、
充填材を、それに担持させた固化反応促進触媒を含む薬
剤を担持した充填材を泥水(4)中に混入した状態でド
リルロッド(3b)内に供給して、地中穴(2)の棟部
に供給する。 その結果、地中穴(2)内に供給された
充填材は泥水(1)と共に逸泥箇所囚に流動し、第2図
ピ)に示すようK。
As shown in Figures 1 & 4, when the bottom of the underground hole (2) encounters a mud spot, pull up the drill bit (3a) slightly and
The filler is supplied into the drill rod (3b) in a state in which a filler carrying a chemical including a solidification reaction promoting catalyst is mixed in the muddy water (4) to drill the ridge of the underground hole (2). supply to the department. As a result, the filler material supplied into the underground hole (2) flows together with the muddy water (1) to the muddy spot, causing the flow of water as shown in Figure 2 (P).

逸泥箇所囚の入口から比較的近い箇所に充填材(5)が
絡み合って引掛り、フィルタ一層が形成される。
The filler material (5) is intertwined and caught at a location relatively close to the entrance of the sludge trap, forming a single layer of filter.

次に%III図ilIνに示すように、流側パラフィン
               等の泥水(1)に浮き
かつ薬液と反応しない液体(6)を、スペーすとしてド
リルロッド(3b)内に供給し、11&+71 を後続
してドリルロッド(3b)内に供給し、もって、ドリル
ロッド(3b)内の泥水(1)をスペーサ用液体(6)
で排除すると共に1 ドリルロッド(3b)内での薬液
(7)の固化反応を生じさせないようにしながら、薬液
(7)を地中穴(2)の深部にドリルビット(3M)か
ら供給する。 その結果、充填材(5)のフィルタ一層
の作用によって、薬液(7)の流失が抑制さ些ると共に
、薬液(7)の反応固化物が充填材層を包含した状態で
成長して、jI2図(ロ)に示すように、固化物(8)
によって逸泥箇所囚がシールされる。
Next, as shown in Figure %III, a liquid (6) such as paraffin on the downstream side that floats in the muddy water (1) and does not react with the chemical solution is supplied as a space into the drill rod (3b), followed by 11&+71. to supply the muddy water (1) in the drill rod (3b) into the spacer liquid (6).
1. The chemical solution (7) is supplied to the deep part of the underground hole (2) from the drill bit (3M) while avoiding the solidification reaction of the chemical solution (7) within the drill rod (3b). As a result, due to the action of the filter layer of the filler (5), the flow out of the chemical solution (7) is suppressed, and the reaction solidified product of the chemical solution (7) grows in a state that includes the filler layer, so that jI2 As shown in figure (b), solidified material (8)
This will seal the missing person.

尚、充填材を地中穴内圧供給するに、先ず、寸法の大き
い充填材を供給して、逸泥−所の目を細−くしだ後で、
寸法の小さい充填材を供給して、十分な目詰りを行わせ
てもよい、 その他、薬液及び充填材の供給方法は各8
1変更自在である。
In addition, in order to supply the filler under pressure inside the underground hole, first supply the filler with a large size, and after squeezing out the mud,
It is also possible to supply a filler with a small size to achieve sufficient clogging.In addition, there are 8 methods for supplying chemical solutions and fillers.
1 can be changed freely.

また、本発明は、各種目的の地中穴掘削形成に適用でき
る。
Furthermore, the present invention can be applied to the formation of underground hole excavations for various purposes.

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

図面は本発明に係る地中大掘削形成用逸泥防止工法の実
施の態様を例示し、第1図(イ)ないし眞)は工法−の
説明図、11N2図(イ)、(ロ)はシール状態の説明
図である。 (1)・・・・・・泥水、(2)−・・・・地中穴、(
5)・・・・・・充填材、(7)・・・・・・薬液、囚
・・・−泥水逸失箇所。 代理人 弁理士  北 村   修 ji発手続補正書 昭和14年I 月 >7 B 地中穴掘削形成用逸泥防止工法 3、補正をする者 事件との関係  特 許   出願人 住所 大1i[#大阪市東区本町v丁目−2番地名称(
H8)株式会社竹中工務店 4代理人 @531 住 所    大阪府大阪市大淀区豊崎5丁目8番1号
7、補正の内容 ill  用mei第2頁/行目の 「7レーキ状物質J t r7レーク状物質」訂正する
。 男mt1m7頁末行目の 奄填材を、それに担持させたJt−#鹸す男細書第1頁
J行目の 「深部に供給する。」を「深部に@達せしめる。」に訂
正する。 (4)明細書第1頁り行目から//行目の[RwJパラ
フィン・・・・・・・・・液体(劃を」を「予め重質材
で比重111Eした流動パラフィン尋の、泥水(1)に
浮き、かっ桑a(7)よりも東く、しかもこれ・らと反
応しない液体りを」に訂正する〇 明細Il第1頁/4行−の「薬液(7)」の後「と泥水
illの関Jt挿入する。 明細書第1頁末行目の「薬液(7)」の前に薬液(マ)
の固化反応が充填材用にa1持されて−る触@により促
進され、同時にjを挿入する。 (マ) 明細書集り頁コ行目の「逸脱箇所−が」の後K
rきわめて効果的に」を挿入する。
The drawings illustrate an embodiment of the method for preventing sludge loss for forming large underground excavations according to the present invention, and Figs. 1 (a) to 1) are explanatory diagrams of the method, and Figs. It is an explanatory view of a sealed state. (1)・・・Muddy water, (2)−・・・・Underground hole, (
5)...Filling material, (7)...Medical solution, prisoner...-Muddy water loss location. Agent Patent Attorney Shuji Kitamura Procedural Amendment Written April 1945 >7 B Method for Preventing Sludge Loss for Forming Underground Hole Excavation 3, Relationship with the Case of the Person Who Makes the Amendment Patent Applicant Address Dai 1i [#Osaka Honmachi V-chome-2, Higashi-ku, City Name (
H8) Takenaka Corporation Co., Ltd. 4 Agent @ 531 Address 5-8-1-7 Toyosaki, Oyodo-ku, Osaka-shi, Osaka Prefecture Contents of amendment ill Mei page 2/line 7 Lake-like substance J t r7 "Lake-like substance" corrected. Correct "supply to the deep part" in line J of page 1 of the Jt-#kensu men's specification book, which is supported by the filler material in the last line of page 7 of male mt1m, to "reach the deep part." (4) From line 1 to line // on page 1 of the specification, [RwJ paraffin......liquid (powder)] is defined as "liquid paraffin thickened with a specific gravity of 111E made of heavy material in advance, muddy water. (1), is east of Kakkuwa a (7), and does not react with these and other liquids.'' After "Medicinal liquid (7)" on page 1/line 4 of specification Il. Insert "Medicine (7)" on the last line of the first page of the specification.
The solidification reaction of is accelerated by the contact a1 held for the filler, and at the same time j is inserted. (Ma) K after “deviation point-ga” on page C of the specification collection
Insert "very effectively."

Claims (1)

【特許請求の範囲】[Claims] 掘1IIII!面の安定保持や掘削スライム排除のため
の泥水(1)を地中穴(2)内に供給した状態で、地中
穴(2)を掘削形成するKIIIして、泥水(1)の地
中への逸失が生じた時に、インシアネートを主成分とす
る薬液(7)を地中穴(2)内の深部に供給して、泥水
逸失箇所囚を前記薬液(7)の固化物でシールする工法
であって、前記薬1fR(’/l供給に先立って、前記
薬I1M! (7)の固化反応を促進する触媒を含む薬
剤を担持させた状態で、泥水逸失箇所囚に対する充填材
(5)を前記地中穴(2)の深部に供給する事を特徴と
する地中穴掘削形成用逸泥防止工法。
Hori 1III! While supplying muddy water (1) to the underground hole (2) for maintaining stability of the surface and removing excavated slime, perform KIII to excavate and form the underground hole (2), and pour the muddy water (1) underground. When mud water leakage occurs, a chemical solution (7) containing incyanate as a main component is supplied deep into the underground hole (2), and the area where muddy water is lost is sealed with the solidified chemical solution (7). In this construction method, prior to supplying the drug I1M! ) to the deep part of the underground hole (2).
JP12452281A 1981-08-06 1981-08-07 Mud leakage preventing construction for forming underground hole by drilling Granted JPS5826187A (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
JP12452281A JPS5826187A (en) 1981-08-07 1981-08-07 Mud leakage preventing construction for forming underground hole by drilling
CA000408824A CA1178532A (en) 1981-08-06 1982-08-05 Method of preventing muddy water loss in boring hole in ground
GB08222808A GB2107760B (en) 1981-08-06 1982-08-06 Method of preventing muddy water loss when boring holes in the ground
US07/008,123 US4770257A (en) 1981-08-06 1987-01-23 Method of preventing loss of drilling mud during boring a hole in the ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12452281A JPS5826187A (en) 1981-08-07 1981-08-07 Mud leakage preventing construction for forming underground hole by drilling

Publications (2)

Publication Number Publication Date
JPS5826187A true JPS5826187A (en) 1983-02-16
JPS6232317B2 JPS6232317B2 (en) 1987-07-14

Family

ID=14887562

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12452281A Granted JPS5826187A (en) 1981-08-06 1981-08-07 Mud leakage preventing construction for forming underground hole by drilling

Country Status (1)

Country Link
JP (1) JPS5826187A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59189361U (en) * 1983-06-02 1984-12-15 オムロン株式会社 Optical transceiver device
JPS60194845A (en) * 1984-03-16 1985-10-03 Omron Tateisi Electronics Co Optical transmission and reception circuit
JPH01131786A (en) * 1987-11-16 1989-05-24 Takenaka Komuten Co Ltd Method of cut off construction of overflow water by cut off chemical in deep layer boring hole
JPH058336U (en) * 1991-07-05 1993-02-05 株式会社ユニクラ Louver bearing structure

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3448880A (en) * 1966-02-23 1969-06-10 Materials Handling Systems Inc Article grasping device for fork lift trucks
US3682245A (en) * 1970-09-15 1972-08-08 Marathon Oil Co Selective plugging of more permeable zones
JPS5525268A (en) * 1978-08-10 1980-02-22 Sanyo Electric Co Ltd Adjusting method of mixer circuit

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3448880A (en) * 1966-02-23 1969-06-10 Materials Handling Systems Inc Article grasping device for fork lift trucks
US3682245A (en) * 1970-09-15 1972-08-08 Marathon Oil Co Selective plugging of more permeable zones
JPS5525268A (en) * 1978-08-10 1980-02-22 Sanyo Electric Co Ltd Adjusting method of mixer circuit

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59189361U (en) * 1983-06-02 1984-12-15 オムロン株式会社 Optical transceiver device
JPS60194845A (en) * 1984-03-16 1985-10-03 Omron Tateisi Electronics Co Optical transmission and reception circuit
JPH01131786A (en) * 1987-11-16 1989-05-24 Takenaka Komuten Co Ltd Method of cut off construction of overflow water by cut off chemical in deep layer boring hole
JPH058336U (en) * 1991-07-05 1993-02-05 株式会社ユニクラ Louver bearing structure

Also Published As

Publication number Publication date
JPS6232317B2 (en) 1987-07-14

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