JPS6232317B2 - - Google Patents
Info
- Publication number
- JPS6232317B2 JPS6232317B2 JP56124522A JP12452281A JPS6232317B2 JP S6232317 B2 JPS6232317 B2 JP S6232317B2 JP 56124522 A JP56124522 A JP 56124522A JP 12452281 A JP12452281 A JP 12452281A JP S6232317 B2 JPS6232317 B2 JP S6232317B2
- Authority
- JP
- Japan
- Prior art keywords
- chemical solution
- underground hole
- muddy water
- supplied
- filler
- 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
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Description
【発明の詳細な説明】
本発明は、掘削壁面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、イソ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 method for supplying muddy water into an underground hole for stably maintaining the excavation wall surface and removing excavation slime.
When an underground hole is excavated and muddy water escapes into the ground, a chemical solution containing isocyanate as a main component is supplied deep into the underground hole, and the area where the muddy water is lost is sealed with a solidified product of the chemical solution. Regarding construction methods.
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、また、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、圧送が困難にあるい
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、また作業に長時間を要する等の問題
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 in cases where large cracks exist deeply, such as in deep bedrock, which poses a big problem in terms of economic efficiency. There are problems such as the long time required for prevention treatment, and in addition, it is difficult to control the solidification reaction of the chemical liquid. Especially in deep excavation, if the reaction rate is high, the viscosity of the chemical liquid increases in the injection pipe, making it difficult to pump the liquid. On the other hand, if the reaction rate is low, an unnecessarily large amount of chemical solution will be required due to spillage at the point where the chemical solution is lost, and the work will take a long time.
本発明は、上記実情に鑑みて、極めて簡単かつ
合理的な手段でもつて、亀裂の規模いかんにかか
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、もつて、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に
し、殊に、石油井戸のように大規模にかつ極めて
深く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 method that can be used easily and quickly while suppressing the amount of chemical solution supplied, regardless of the size of the crack and regardless of the depth of the underground hole. This makes it possible to reliably prevent slippage of mud, thereby enabling construction work to be carried out in an economically advantageous state and in a short period of time, especially when drilling large-scale and extremely deep underground holes such as oil wells. The purpose is to provide an effective method for preventing slippage.
本発明は、冒記地中穴掘削形成用逸泥防止工法
において、前記薬液供給に先立つて、前記薬液の
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。 In the above-mentioned method for preventing mud loss for forming underground hole excavations, the present invention provides a filler material for muddy water loss points in a state in which a chemical containing a catalyst that promotes the solidification reaction of the chemical liquid is supported on the chemical liquid prior to the chemical liquid supply. The method is characterized in that it is supplied deep into 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
いて集中的に絡み合つて、フイルター層が形成さ
れるのであり、そのフイルター層による流動抵抗
増大によつて、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き、しか
も、充填材に薬液の固化反応を促進する触媒を含
む薬剤を担持させる事によつて、薬液を充填材と
接触するまでは固化させないで充填材と接触すれ
ば適切な速度で固化反応させる事が容易になつ
た。その結果、逸泥箇所の規模や深さいかんにか
かわらず、薬液を、所望箇所に容易確実に供給で
き、しかも、所望箇所で流失を抑えながら確実良
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、固化物内にフイルター層が包含され
て、強固で信頼性の高い状態でシールを行えるよ
うになつた。 In other words, before the chemical solution is supplied, the filler material becomes entangled intensively at the inlet of the sludge point or at a location relatively close to the inlet, forming a filter layer, and the increased flow resistance due to the filter layer Therefore, it is possible to effectively prevent a large amount of chemical solution from unnecessarily flowing out from an underground hole to a long distance. Moreover, by having the filler support a drug containing a catalyst that promotes the solidification reaction of the drug solution, It became easy to cause the solidification reaction to occur at an appropriate rate by not solidifying the material until it came into contact with the filler. As a result, chemical solutions can be easily and reliably supplied to desired locations, regardless of the scale or depth of the spillage location, and the chemical solution can be reliably and well solidified at the desired locations while preventing spillage, and the amount of chemicals used can be It is possible to easily and reliably prevent sludge from slipping out in a short time while reducing the amount of sludge, and a filter layer is included in the solidified material, making it possible to perform a strong and reliable seal.
尚、上記薬液は、一般式R―(NCO)oで示さ
れるイソシアネートを主成分とするものであり、
水との反応によつて、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、n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ソシアネ
ートの代表的なものは次の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―トリレンジイソシアネート、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―ジフエニルメタンジイソシアネー
ト、1,5―ナフチレンジイソシアネート、ポリ
メチレンポリフエニルイソシアネート、ビトリレ
ンジイソシアネート、m―フエニレンジイソシア
ネート、1,6―ヘキサメチレンジイソシアネー
ト、0―あるいはm―あるいはP―キシリレンジ
イソシアネート、メチレンビス―P―フエニレン
ジイソシアネート、2,6―ジイソシアネートメ
チルカプエート等の、芳香族又は脂肪族のポリイ
ソシアネート、または、それらのイソシアネート
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
ら誘導される末端イソシアネート基含有プレポリ
マーである。 The above chemical solution is mainly composed of isocyanate represented by the general formula R-(NCO) o ,
It is a substance that polymerizes while generating carbon dioxide gas when reacting with water to produce a gel-like polymer that is insoluble in water. In the above general formula, R represents an aliphatic or aromatic group, or an organic group containing both, and n is preferably an integer of 2 or more. Typical isocyanates used in the present invention are exemplified below. That is, 2,4-tolylene diisocyanate, 2,6-tolylene diisocyanate, 2,4
- and a mixture of 2,6-tolylene diisocyanate, 4,4-diphenylmethane diisocyanate, 1,5-naphthylene diisocyanate, polymethylene polyphenyl isocyanate, bitolylene diisocyanate, m-phenylene diisocyanate, 1,6 - Aromatic or aliphatic polyisocyanates, such as hexamethylene diisocyanate, 0- or m- or P-xylylene diisocyanate, methylene bis-P-phenylene diisocyanate, 2,6-diisocyanate methyl capate, or isocyanates thereof and a polyol containing active hydrogen such as polyester glycol or polyether glycol.
また、上記イソシアネートに対して、例えばベ
ンゾール、キシロール、トルオール、アセトン、
メチルエチルケトン、酢酸エチル、トリクロルエ
チレン、ジブチルフタレート、ジオクチルフタレ
ート、ジオクチルアジペート、トリクレジルフオ
スフエート等の稀釈剤、または、例えばシリコー
ン系非イオン型等の界面活性剤、またはその他の
添加物等、適当な薬剤を適当量加えてもよい。 In addition, for the above isocyanates, for example, benzole, xylol, toluol, acetone,
Diluents such as methyl ethyl ketone, ethyl acetate, trichlorethylene, dibutyl phthalate, dioctyl phthalate, dioctyl adipate, tricresyl phosphate, or surfactants such as silicone nonionic type, or other additives as appropriate. An appropriate amount of a drug may be added.
上述の各種イソシアネートに対して、その固化
反応促進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,
N′―ジメチル―2―メチルピペラジン、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、スタナスオク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 isocyanates, for example, triethylamine, N
Methylmorpholine, N-ethylmorpholine, dimethylbenzylamine, triethylenediamine, N,
Agents containing tertiary amines such as N'-dimethyl-2-methylpiperazine, dimethyllaurylamine, and dimethylcoconutamine, or organometallic compounds such as dibutyltin laurate and stannath octate are added to the filler. Use it in a supported state.
前記充填材としては、例えば、アスベストテー
リング、ほしぐさ、かんなくず、パルプ繊維、グ
ラスフアイバー、綿、羽毛、ワラ、綿の実のしぼ
りかす等の繊維状物質、パーライト、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粉末状物
質、ウンモ、セルローズのフレーキ、魚のうろ
こ、セロフアン等のフレーク状物質、殻物、綿な
どの実の殻やしぼりかす、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, ragweed, wood shavings, pulp fibers, glass fibers, cotton, feathers, straw, fibrous substances such as cotton seed residue, perlite, lump clay,
Granular or powdery substances such as bentonite, water rhinoceros, mineral rhinoceros, vermiculite, cork, coke, peat, flaky substances such as porridge, cellulose flakes, fish scales, cellophane, shells, fruit shells such as cotton, etc. pomace, walnut shells, ground material,
Porous materials such as sponges, various other materials, and combinations thereof can be used.
また、充填材に対しては、例えば、寸法調整、
粒度調整、含水率調整、洗滌等の処理、あるいは
その他の各種前処理を施すことができる。 In addition, for fillers, for example, dimensional adjustment,
Treatments such as particle size adjustment, water content adjustment, washing, and other various pretreatments can be performed.
また、こ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、薬剤を液状にして単に
含浸あるいは付着させるだけでよい。 Further, in order to support a drug containing a solidification reaction promoting catalyst on these fillers, it is sufficient to simply impregnate or adhere the drug in a liquid state.
次に、例示図により本発明工法の実施態様を説
明する。 Next, embodiments of the construction method of the present invention will be described with reference to illustrative drawings.
第1図イに示すように、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内に供給した状態で、ドリルビツト
3aによつて地中穴2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. 1A, an underground hole 2 is drilled and formed using a drill bit 3a while muddy water 1 such as bentonite is supplied into the underground hole 2 to maintain stability of the excavated wall surface and remove excavated slime. to form oil wells, natural gas wells, etc.
第1図ロに示すように、地中穴2の底が逸泥箇
所Aに遭偶すると、ドリルビツト3aを少し引上
げ、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ツド3b
内に供給して、地中穴2の深部に到達せしめる。
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Aに流動し、第2図イに示すよ
うに、逸泥箇所Aの入口から比較的近い箇所に充
填材5が絡み合つて引掛り、フイルター層が形成
される。 As shown in Figure 1B, when the bottom of the underground hole 2 encountered the mud slipping point A, the drill bit 3a was pulled up a little and the filler carrying the agent containing the solidification reaction promoting catalyst was mixed into the muddy water 4. Drill rod 3b in condition
It is supplied to the inside of the underground hole 2 to reach the deep part of the underground hole 2.
As a result, the filling material supplied into the underground hole 2 flows to the mud slipping point A together with the muddy water 1, and as shown in Fig. 2A, the filler material 5 is placed relatively close to the entrance of the mud slipping spot A. are intertwined and caught, forming a filter layer.
次に、第1図ハに示すように、予め重質材で比
重調整した流動パラフイン等の、泥水1に浮き、
かつ薬液7よりも重く、しかもこれらと反応しな
い液体6を、スペーサとしてドリルロツド3b内
に供給し、薬液7を後続してドリルロツド3b内
に供給し、もつて、ドリルロツド3b内の泥水1
をスペーサ用液体6で排除すると共に、ドリルロ
ツド3b内での薬液7と泥水1の間の固化反応を
生じさせないようにしながら、薬液7を地中穴2
の深部にドリルビツト3aから供給する。その結
果、充填材5のフイルター層の作用によつて、薬
液7の流失が抑制されると共に、薬液7の固化反
応が充填材5に担持されている触媒により促進さ
れ、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、第2図ロに示すように、固化物8
によつて逸泥箇所Aがきわめて効果的にシールさ
れる。 Next, as shown in FIG.
The liquid 6, which is heavier than the chemical solution 7 and does not react with them, is supplied as a spacer into the drill rod 3b, and the chemical solution 7 is subsequently supplied into the drill rod 3b, so that the muddy water 1 in the drill rod 3b is
The chemical liquid 7 is removed by the spacer liquid 6, and the chemical liquid 7 is poured into the underground hole 2 while preventing a solidification reaction between the chemical liquid 7 and the muddy water 1 in the drill rod 3b.
from the drill bit 3a. As a result, by the action of the filter layer of the filler 5, the flow out of the chemical solution 7 is suppressed, and the solidification reaction of the chemical solution 7 is promoted by the catalyst supported on the filler 5, so that the reaction solidification of the chemical solution 7 is grows in a state that includes the filler layer, and as shown in FIG.
This seals the leakage point A very effectively.
尚、充填材を地中穴内に供給するに、先ず、寸
法の大きい充填材を供給して、逸泥箇所の目を細
くした後で、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種変更自在である。 In addition, when supplying filler into an underground hole, first supply a large-sized filler to narrow the area where mud is lost, and then supply a smaller-sized filler to ensure sufficient clogging. may be performed. In addition, various changes can be made to the method of supplying the chemical solution and the filler.
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.
図面は本発明に係る地中穴掘削形成用逸泥防止
工法の実施の態様を例示し、第1図イないしハは
工法の説明図、第2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、A…泥水逸失箇所。
The drawings illustrate an embodiment of the method for preventing sludge loss for forming underground hole excavations according to the present invention, and FIGS. 1A to 3C are explanatory diagrams of the method, and FIGS. . 1... Muddy water, 2... Underground hole, 5... Filling material, 7... Chemical solution, A... Mud water loss location.
Claims (1)
めの泥水1を地中穴2内に供給した状態で、地中
穴2の掘削形成するに際して、泥水1の地中への
逸失が生じた時に、イソ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Aを前記薬液7の固化物でシールする工法
であつて、前記薬液7供給に先立つて、前記薬液
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A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。1. When the muddy water 1 is supplied into the underground hole 2 to maintain the stability of the excavated wall surface and remove the excavated slime, when the muddy water 1 is lost into the ground during excavation and formation of the underground hole 2, A method of supplying a chemical solution 7 containing isocyanate as a main component to a deep part of the underground hole 2, and sealing the muddy water loss location A with a solidified product of the chemical solution 7, in which, prior to supplying the chemical solution 7, the chemical solution 7 is A slurry removal method for forming an underground hole excavation, characterized in that the filling material 5 for the mud water loss location A is supplied to the deep part of the underground hole 2 in a state in which a drug containing a catalyst that promotes the solidification reaction of item 7 is supported. Prevention method.
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 JPS5826187A (en) | 1983-02-16 |
| JPS6232317B2 true 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) |
Families Citing this family (4)
| 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 | Water-stopping method using water-stopping chemicals in deep boreholes |
| JPH058336U (en) * | 1991-07-05 | 1993-02-05 | 株式会社ユニクラ | Louver bearing structure |
Family Cites Families (3)
| 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 |
| JPS6013635B2 (en) * | 1978-08-10 | 1985-04-08 | 三洋電機株式会社 | How to adjust the mixing circuit |
-
1981
- 1981-08-07 JP JP12452281A patent/JPS5826187A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5826187A (en) | 1983-02-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5165477A (en) | Enzymatic decomposition of drilling mud | |
| US4088583A (en) | Composition and method for drilling high temperature reservoirs | |
| US2811488A (en) | Lost circulation | |
| US4958685A (en) | Method for plugging lost circulation areas and lost circulation material to be used therefor | |
| US2812161A (en) | Method and composition for controlling lost circulation in well drilling operations | |
| EA006086B1 (en) | Method for completing injection wells | |
| EP0553134B1 (en) | A method of disposing of drilling wastes | |
| US5126051A (en) | Enzymatic decomposition of drilling mud | |
| US20050022988A1 (en) | System for increasing productivity of oil, gas and hydrogeological wells | |
| US5489740A (en) | Subterranean disposal of wastes | |
| EP2489825B1 (en) | In-situ solidification of invert emulsion fluids to form gas tight annular barrier | |
| US20050217851A1 (en) | Method for stimulation of liquid flow in a well | |
| JPS6232317B2 (en) | ||
| US2561075A (en) | Well drilling | |
| US7030064B2 (en) | Bentonite nodules | |
| JPS6232316B2 (en) | ||
| US4770257A (en) | Method of preventing loss of drilling mud during boring a hole in the ground | |
| US3830303A (en) | Method of well completion in permafrost | |
| WO2020003551A1 (en) | Production method for methane hydrate using bed improvement | |
| JP3091479B2 (en) | Water loss prevention method | |
| US2490291A (en) | Treatment of wells | |
| US3818992A (en) | Well drilling, completion and production in permafrost | |
| JP7404549B2 (en) | How to prevent laminar water from entering the bottom of a well | |
| JPH01131786A (en) | Water-stopping method using water-stopping chemicals in deep boreholes | |
| JPH0345193B2 (en) |