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JPH0344618B2 - - Google Patents
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JPH0344618B2 - - Google Patents

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Publication number
JPH0344618B2
JPH0344618B2 JP10052586A JP10052586A JPH0344618B2 JP H0344618 B2 JPH0344618 B2 JP H0344618B2 JP 10052586 A JP10052586 A JP 10052586A JP 10052586 A JP10052586 A JP 10052586A JP H0344618 B2 JPH0344618 B2 JP H0344618B2
Authority
JP
Japan
Prior art keywords
capsule
bottom plate
wire line
chemical solution
hanging
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
JP10052586A
Other languages
Japanese (ja)
Other versions
JPS62260992A (en
Inventor
Mamoru Shinozaki
Katsutoshi Ookochi
Toshuki Ooshita
Katsuyasu Kitano
Seizo Kamata
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.)
Sekiso Co Ltd
Takenaka Komuten Co Ltd
Original Assignee
Sekiso Co Ltd
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 Sekiso Co Ltd, Takenaka Komuten Co Ltd filed Critical Sekiso Co Ltd
Priority to JP10052586A priority Critical patent/JPS62260992A/en
Priority to NZ218154A priority patent/NZ218154A/en
Priority to US06/926,675 priority patent/US4706753A/en
Priority to CA000523182A priority patent/CA1268414A/en
Publication of JPS62260992A publication Critical patent/JPS62260992A/en
Publication of JPH0344618B2 publication Critical patent/JPH0344618B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Quick-Acting Or Multi-Walled Pipe Joints (AREA)
  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 「産業上の利用分野」 この発明は海底や井戸に於ける異種流体輸送に
関する。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention This invention relates to the transport of dissimilar fluids on the ocean floor and in wells.

「従来の技術」 例えば、石油、地熱および金属の探査にあたつ
ては、ボーリング井戸を試掘する。
"Conventional Technology" For example, in oil, geothermal and metal exploration, drilling wells are drilled.

しかし、井戸は少くとも500〜5000mと深いた
め、ボーリング中に逸泥をおこす。
However, since the wells are deep, at least 500 to 5,000 meters, mud can be lost during drilling.

これがおこると、ボーリング孔の掘削用循環泥
水が孔壁から地中に逃げて泥水の水頭が保持でき
ず、孔壁崩壊が生ずることがある。
When this happens, the circulating mud for drilling in the borehole escapes into the ground from the hole wall, making it impossible to maintain the head of the mud and causing the hole wall to collapse.

そこで、この逸水個所に逸水間隙を充填する作
用を有する薬液を供給することが行なわれる。
Therefore, a chemical solution that has the effect of filling the water gap is supplied to this water loss location.

従来はこの供給手段として、差し込まれた供給
管を介して薬液を先行する泥水の後に後続して輸
送する、所謂混相流体となる管路輸送がとられた
り、あるいは、上述の管路輸送では、逸泥防止薬
液とボーリング泥水とは比重、粘性、表面張力等
で異なるために例えば拡散しない薬液の場合泥水
中を下降する際、薬液がボーリング泥水にまざる
ことなく、まとまつた流体塊となることがなく管
内でひだを後尾に形成し、そのひだを振動させな
がら、下降するため後方のひだの部分では、流塊
がちぎれて後から小さなかたまりとなつて管中に
浮流し、このため、水と接する表面積は増大し輸
送途中に泥水と接触することが不都合な薬液に不
適であり、これでは、無駄を生じさせることなく
できるだけまとまつた流れの塊の状態で逸水位置
に輸送供給をはかることが期し難いので、薬液を
カプセルに装填して孔井内に吊下し逸水個所へ輸
送する方法がとられたりする。
Conventionally, as this supply means, pipe transport has been used, in which the chemical solution is transported after the preceding muddy water through an inserted supply pipe, resulting in a so-called multiphase fluid, or in the above-mentioned pipe transport, Sludge prevention chemical solution and boring mud water differ in specific gravity, viscosity, surface tension, etc., so for example, in the case of a chemical solution that does not spread, when descending through muddy water, the chemical solution may not mix with the boring mud water and form a cohesive fluid mass. A fold is formed at the rear of the pipe, and the fold is vibrated as it descends. At the rear part of the fold, the flow mass breaks off and later becomes a small lump that floats in the pipe. This method is unsuitable for chemical solutions that have an increased contact surface area and are inconvenient to come into contact with muddy water during transportation. Since this is difficult to predict, a method is used in which the chemical solution is loaded into a capsule and suspended within the borehole to be transported to the point of water leakage.

「発明が解決しようとする問題点」 しかるに、叙上のいずれの手段によつても、薬
液供給に際し、一旦掘削ロツドを引抜いてから、
供給管の差し込みあるいはカプセルの吊下をとり
行なわねばならぬので、掘削ロツドの引抜きに費
やされる余分な時間と手間とがその都度発生する
ため、仲々使用側が取上げて実施を行う事に踏み
きれないケースが多い。
``Problem to be solved by the invention'' However, with any of the above methods, when supplying chemical liquid, once the drilling rod is pulled out,
Since it is necessary to insert the supply pipe or suspend the capsule, the extra time and effort required to pull out the drilling rod occurs each time, so it is difficult for the users to take up the process and carry it out. There are many cases.

「問題点を解決するための手段」、「作用」 本発明は叙上の事情に鑑みなされたもので、そ
の要旨とするところは、縦方向について分割構成
の逸水防止薬液等の異種流体を装填の横断面リン
グ状のカプセルを掘削ロツドに対し抱き付く態様
に取り付け、これを掘削ロツドをガイドとして掘
削孔の所定位置まで下降させ、次いで、該カプセ
ルの易破壊材よりなる底板に破壊用ウエイトをメ
ツセンジヤーを介して作用させ、前記装填液の放
散を行なうとして、又、これに供する輸送器具を
構成して、掘削ロツドの引抜きを要することなく
存置したままにて薬液供給を可能とした点にあ
る。
"Means for Solving Problems" and "Operation" The present invention was made in view of the above circumstances, and its gist is that a dissimilar fluid such as a water loss prevention chemical solution with a vertically divided configuration is used. The loaded capsule, which has a ring-shaped cross section, is attached to the drilling rod in a manner that it hugs the drilling rod, and is lowered to a predetermined position in the drilling hole using the drilling rod as a guide.Then, a breaking weight is attached to the bottom plate of the capsule, which is made of an easily breakable material. act through a messenjar to dissipate the loading liquid, and by configuring a transportation device for this purpose, it is possible to supply the chemical liquid while the drilling rod remains in place without having to pull it out. be.

「実施例」 以下、これを実施例図に基づいて詳細に説明す
る 第1図a〜cは本発明手段に於ける逸泥防止薬
液等の異種流体装填カプセルを使用態様で示す一
部破開斜視図、天蓋平面図、ワイヤラインに固設
の切断台の詳示図、第2図a,bは逸泥規模に応
じてカプセルの容量の増大化を図る場合の多段構
成の要領説明図、その際の中間ユニツトの構成説
明図、第3図は本発明手段に於ける掘削ロツド操
作要領説明図である。
"Example" Hereinafter, this will be explained in detail based on the example drawings. Figures 1a to 1c are partially exploded to show the usage mode of a capsule loaded with a different type of fluid such as a chemical solution for preventing sludge in the means of the present invention. A perspective view, a plan view of the canopy, a detailed view of the cutting table fixed to the wire line, Figures 2a and b are explanatory views of the multi-stage configuration when increasing the capacity of the capsule according to the scale of lost mud, FIG. 3 is an explanatory diagram of the structure of the intermediate unit at that time, and is an explanatory diagram of the operating procedure of the excavating rod in the means of the present invention.

第1図に於いて、本発明に於ける逸泥防止薬液
等の異種流体装填カプセル1は図示の如く、掘削
ロツド2に対して抱き付く態様に取り付けられる
ものとするために、横断面リング状の容器を縦方
向について分割すると共に当該分割部はピン止め
3にて着脱可能に接合するものとする。
In FIG. 1, a capsule 1 loaded with a different type of fluid such as a chemical solution for preventing sludge according to the present invention has a ring-shaped cross section in order to be attached to a drilling rod 2 in a hugging manner as shown in the figure. The container is divided in the vertical direction, and the divided parts are removably joined with pins 3.

しかして、カプセル1は掘削ロツド2をガイド
にして孔井中を降下し得る。
Thus, the capsule 1 can descend into the wellbore using the drilling rod 2 as a guide.

この降下時の抵抗を少なくすべく先細状に構成
するを良しとするカプセル底部4の底板5はガラ
ス等の衝撃で易破壊材で構成する。
The bottom plate 5 of the capsule bottom 4, which is preferably tapered in order to reduce the resistance during descent, is made of a material that is easily broken by impact, such as glass.

当該底板5上方には、上述破壊手段として落下
衝撃をもたらす底板破壊用ウエイト6が吊りひも
7で吊架されている。
Above the bottom plate 5, a weight 6 for breaking the bottom plate which provides a falling impact as the above-mentioned breaking means is suspended by a hanging string 7.

当該吊りひも7は、カプセル天蓋8に付設のバ
ランサー開口部9等の開口を介してカプセル1外
に引き出される。
The suspension string 7 is pulled out of the capsule 1 through an opening such as a balancer opening 9 attached to the capsule canopy 8.

バランサー開口部9は、カプセル内の薬液10
と孔井中の液体(泥水)11とを接触させカプセ
ル内外の圧力をバランスさせ圧力差による破壊等
の事態を回避するために設けられるものであり、
薬液10が加水反応性の場合には出来るだけ反応
がしにくいように小さく構成される。
The balancer opening 9 allows the medicinal solution 10 in the capsule to
This is provided in order to bring the capsule into contact with the liquid (muddy water) 11 in the borehole, balance the pressure inside and outside the capsule, and avoid situations such as destruction due to pressure difference.
When the chemical solution 10 is hydroreactive, it is configured to be small so as to make it as difficult to react as possible.

カプセル天蓋8には、その他ワイヤライン12
止着用の吊具13、薬液装填口14が設けられ
る。
The capsule canopy 8 has other wire lines 12.
A hanging tool 13 for fastening and a chemical solution loading port 14 are provided.

図中15は装填口14のキヤツプである。図示
例のカプセル1は単一ユニツトの場合である。
In the figure, 15 is a cap of the loading port 14. The illustrated example capsule 1 is a single unit.

該ワイヤライン12にはc図に示される如く切
断台16が鍔状に固設され、その上面にはナイフ
エツジ17が付設され、該吊りひも7がこのナイ
フエツジ17上を渡されたうえ台側面に止着18
される。
A cutting table 16 is fixed to the wire line 12 in the form of a collar, as shown in Fig. c, and a knife edge 17 is attached to the upper surface of the cutting table 16. Fastening 18
be done.

図中19はシリンダー状で中心にワイヤライン
12が貫通できるメツセンジヤーで、これがボー
リング孔井口よりワイヤライン12を伝つて降下
していくと図中鎖線表示の如くナイフエツジ17
に衝突して吊りひも7が切断され、底板破壊用ウ
エイト6は底板5に向つて落下し、その衝撃でも
つて底板5は破壊され、薬液10の孔井中への拡
散が行なわれる。
Reference numeral 19 in the figure is a cylinder-shaped messenger through which the wire line 12 can pass through, and as it descends along the wire line 12 from the wellhead of the borehole, it forms a knife edge 17 as shown by the chain line in the figure.
The suspension string 7 is cut by the impact, and the bottom plate breaking weight 6 falls toward the bottom plate 5. The bottom plate 5 is also broken by the impact, and the chemical solution 10 is diffused into the borehole.

第2図は逸水規模に応じては輸送薬液量を増大
させたい場合の対処を示すもので、か様な場合に
は、a図に示す如くカプセル1を複数ユニツト1
a,1b,1cより成る多段構成とすると良い。
Figure 2 shows the measures to be taken when it is desired to increase the amount of chemical liquid to be transported depending on the scale of water loss.
It is preferable to have a multistage configuration consisting of a, 1b, and 1c.

b図は上述のうち筒裁断状の中間ユニツト1b
を示したもので、その天蓋と底板には上、下位の
ユニツトとの間を連絡するための薬液連絡孔部2
0並びに吊りひも7貫通用孔部21が設けられ、
詳細説明は省略するも常套手段にて上、下ユニツ
ト1a,1cと一体化されることで、輸送量調整
をとり行なうものである。
Figure b shows the cylindrical cut intermediate unit 1b mentioned above.
The canopy and bottom plate have chemical communication holes 2 for communicating between the upper and lower units.
0 and a hanging string 7 through hole 21 are provided,
Although a detailed explanation will be omitted, the transportation amount can be adjusted by integrating the upper and lower units 1a and 1c using conventional means.

第3図は叙上器具の使用要領を示す。 Figure 3 shows how to use the diaphragm device.

すなわち、本発明では掘削ロツド2の引抜きを
行なうことなく薬液10の拡散をするので、薬液
10が孔底のスライムと反応固化すると掘削刃の
回転が不可となる事態が考えられる。
That is, in the present invention, since the chemical solution 10 is diffused without pulling out the drilling rod 2, it is conceivable that if the chemical solution 10 reacts with the slime at the bottom of the hole and solidifies, the drilling blade will not be able to rotate.

そこで、カプセル1降下に先立ち掘削ロツド2
を図示態様の如く所定レベル引き上げておき、し
かる後にカプセル1の降下をとり行なうものとす
る。
Therefore, prior to capsule 1's descent, drilling rod 2 was
As shown in the figure, the capsule 1 is raised to a predetermined level, and then the capsule 1 is lowered.

しかして、図示の如く、孔底より所定レベル上
方で拡散せられた薬液10は逸水個所に向け塊と
なつて降下していつて固化するが、掘削ロツド2
の掘削刃2aの再起動に差し支えは生じることは
ない。
As shown in the figure, the chemical solution 10 that has been diffused at a predetermined level above the bottom of the hole descends in the form of a lump toward the water leakage point and solidifies, but the drilling rod 2
There will be no problem in restarting the excavating blade 2a.

尚、この際、掘削刃2aは自動的にカプセル1
の降下限ストツパーと役することとなる。
At this time, the excavating blade 2a automatically removes the capsule 1.
This will serve as a descent limit stopper.

「発明の効果」 以上の如く本発明手段によるならば、掘削ロツ
ドの引抜きを要することなく、薬液の輸送が出
来、手間がかからずに迅速に処理し得て実際上極
めて好適である。
``Effects of the Invention'' As described above, according to the means of the present invention, it is possible to transport the chemical solution without having to pull out the drilling rod, and it is possible to quickly process the chemical solution without requiring much time and effort, which is extremely suitable in practice.

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

第1図a〜cは本発明手段に於ける逸水防止薬
液等の異種流体装填カプセルを使用態様で示す一
部破開斜視図、天蓋平面図、ワイヤラインに固設
の切断台の詳示図、第2図a,bは逸水規模に応
じてカプセルの容量の増大化を図る場合の多段構
成の要領説明図、その際の中間ユニツトの構成説
明図、第3図は本発明手段に於ける掘削ロツド操
作要領説明図である。 1…異種流体装填カプセル、2…掘削ロツド、
3…ピン止め、4…カプセル底部、5…底板、6
…底板板破壊用ウエイト、7…吊りひも、8…カ
プセル天蓋、9…バランサー開口部、10…薬
液、11…液体、12…ワイヤライン、13…吊
具、14…薬液装填口、15…キヤツプ、16…
切断台、17…ナイフエツジ、18…止着、19
…メツセンジヤー、20…薬液連絡孔部、21…
吊りひも貫通用孔部。
Figures 1a to 1c are a partially exploded perspective view showing a usage mode of a capsule loaded with a different type of fluid such as a water loss prevention chemical solution in the means of the present invention, a plan view of the canopy, and a detailed illustration of a cutting table fixed to a wire line. Figures 2a and 2b are explanatory diagrams of the multi-stage configuration for increasing the capacity of the capsule according to the scale of water loss, and Figure 3 is an explanatory diagram of the configuration of the intermediate unit in that case. It is an explanatory diagram of the operation procedure of the excavating rod. 1...Different fluid loading capsule, 2...Drilling rod,
3...Pinning, 4...Capsule bottom, 5...Bottom plate, 6
...Weight for destroying the bottom plate, 7... Hanging string, 8... Capsule canopy, 9... Balancer opening, 10... Chemical solution, 11... Liquid, 12... Wire line, 13... Hanging tool, 14... Chemical solution loading port, 15... Cap , 16...
Cutting table, 17... Knife edge, 18... Fastening, 19
...Metsenjar, 20...Medical solution communication hole, 21...
Hole for passing the hanging cord through.

Claims (1)

【特許請求の範囲】 1 易破壊材よりなる底板を有する逸水防止薬液
等の異種流体を装填の縦方向について分割構成の
横断面リング状のカプセルを、掘削ロツドに対し
抱き付く態様に取り付けると共にワイヤラインの
先端に吊下させ、これを該掘削ロツドをガイドと
して掘削孔の所定位置まで下降させ、次いで、該
カプセル内上部に配した該底板に下降作用する破
壊用ウエイトを吊架する該ワイヤラインのカプセ
ル手前に固設の切断台上に渡したうえ止着の吊り
ひもを、該ワイヤラインに組付けのメツセンジヤ
ーを該切断台に降下衝突させて切断して該ウエイ
トを該底板に衝突させ前記装填液の放散を行なう
としてなることを特徴とする海底や井戸に於ける
異種流体の輸送方法。 2 逸水防止薬液等の異種流体装填のカプセルを
掘削ロツドに対して抱き付く態様に取り付け可能
に縦方向について分割構成すると共に横断面リン
グ状に構成し、その底板はガラス材等の易破壊材
でなるものとし、且つその天蓋に設けたバランサ
ー開口部を介してカプセルに内装の該底板破壊用
ウエイトを吊りひもで吊り、当該吊りひもをカプ
セル吊下用のワイヤラインに固設の切断台上に突
設のナイフエツジ上を渡して止着すると共にワイ
ヤラインには吊りひも切断用のメツセンジヤーを
組み付けるとしてなることを特徴とする海底や井
戸に於ける異種流体の輸送器具。
[Scope of Claims] 1. A capsule with a ring-shaped cross section that is divided in the vertical direction and is divided in the vertical direction of loading with a different type of fluid such as a water loss prevention chemical solution and has a bottom plate made of an easily destructible material is attached to the excavation rod in a manner that it hugs the excavation rod. The wire is suspended from the tip of the wire line, and is lowered to a predetermined position in the drilling hole using the drilling rod as a guide, and then a breaking weight is suspended from the bottom plate disposed at the upper part of the capsule. A fixed hanging cord is passed over a fixed cutting table in front of the line capsule, and the wire line is cut by lowering and colliding with the cutting table, causing the weight to collide with the bottom plate. A method for transporting different types of fluids on the seabed or in a well, the method comprising dispersing the charged liquid. 2 A capsule loaded with a different type of fluid such as a chemical solution to prevent water loss is divided in the vertical direction so that it can be attached to the drilling rod in a hugging manner, and the cross section is ring-shaped, and the bottom plate is made of an easily breakable material such as glass material. The weight for destroying the bottom plate inside the capsule shall be suspended with a hanging string through a balancer opening provided in the canopy, and the hanging string shall be placed on a cutting table fixed to the wire line for hanging the capsule. A device for transporting different types of fluids on the seabed or in wells, characterized in that it is fixed by passing over a protruding knife edge to the wire line, and a wire line is attached to a wire line for cutting a suspension string.
JP10052586A 1986-04-26 1986-04-30 Method and device for transporting different fluids Granted JPS62260992A (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
JP10052586A JPS62260992A (en) 1986-04-30 1986-04-30 Method and device for transporting different fluids
NZ218154A NZ218154A (en) 1986-04-26 1986-11-03 Container of borehole crevice plugging agentopened by falling pilot weight
US06/926,675 US4706753A (en) 1986-04-26 1986-11-04 Method and device for conveying chemicals through borehole
CA000523182A CA1268414A (en) 1986-04-26 1986-11-18 Method and device for conveying chemicals through borehole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10052586A JPS62260992A (en) 1986-04-30 1986-04-30 Method and device for transporting different fluids

Publications (2)

Publication Number Publication Date
JPS62260992A JPS62260992A (en) 1987-11-13
JPH0344618B2 true JPH0344618B2 (en) 1991-07-08

Family

ID=14276374

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10052586A Granted JPS62260992A (en) 1986-04-26 1986-04-30 Method and device for transporting different fluids

Country Status (1)

Country Link
JP (1) JPS62260992A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2530867B2 (en) * 1987-11-16 1996-09-04 株式会社竹中工務店 Capsules for transporting chemicals

Also Published As

Publication number Publication date
JPS62260992A (en) 1987-11-13

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