JPH047277Y2 - - Google Patents
Info
- Publication number
- JPH047277Y2 JPH047277Y2 JP1986025076U JP2507686U JPH047277Y2 JP H047277 Y2 JPH047277 Y2 JP H047277Y2 JP 1986025076 U JP1986025076 U JP 1986025076U JP 2507686 U JP2507686 U JP 2507686U JP H047277 Y2 JPH047277 Y2 JP H047277Y2
- Authority
- JP
- Japan
- Prior art keywords
- passage
- muddy water
- casing
- drill pipe
- pressure
- 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
- Earth Drilling (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Description
【考案の詳細な説明】
〔考案の技術分野〕
本考案は堀削中の坑井の坑底から、その坑井ま
たは地層の情報を地上に伝送する手段として使用
される連続的坑底データテレメトリングシステム
のパルス発生器に関するものである。[Detailed description of the invention] [Technical field of the invention] The present invention is a continuous bottomhole data telemetry system used as a means of transmitting information about the well or strata from the bottom of the well being excavated to the ground. The invention relates to a pulse generator for a switching system.
連続的坑底データテレメトリングシステムは、
別名メージヤリング・ホワイル・ドリリング(以
下MWDと略称する)として近年脚光を浴び、米
国では数年前から石油開発の分野で実用化されて
いる技術であり、文字通り、堀削中の坑井の坑底
から、坑井または地層の各種情報、例えば堀削作
業におけるドリルパイプの先端の傾斜の方位、傾
斜角及び坑底の温度、圧力等の情報を地上に伝送
するものである。
Continuous bottomhole data telemetry system
It has recently been in the spotlight as another name, Measuring While Drilling (hereinafter abbreviated as MWD), and has been put into practical use in the field of oil exploration in the United States for several years. From there, various information about the well or geological formation, such as the direction and angle of inclination of the tip of the drill pipe during excavation work, and the temperature and pressure of the bottom of the well, is transmitted to the ground.
前記MWDの技術開発の主流は、マツドパルス
式であり、現在ではすでに数社で実用化の段階に
入つており、この方式にはパルスアツプ方式とパ
ルスダウン方式が代表的であるが、このMWDを
用いることにより、油井等を掘削中にドリルパイ
プ等を坑井から全て引き上げた後、検出器をワイ
ヤの先端に吊り下げて坑底に降して前記の情報を
得ていた従来の方式に比較してドリルパイプ等の
引き上げ作業等を減らし、掘削作業の能率向上を
はかりうる計測手段として今後益々実用化される
ものである。 The mainstream of MWD technology development is the mated pulse method, which has already entered the stage of practical use by several companies.The pulse-up method and pulse-down method are typical examples of this method. This is compared to the conventional method of obtaining the above information by suspending the detector from the tip of a wire and lowering it to the bottom of the well after all drill pipes etc. are pulled up from the well while drilling an oil well. It will be increasingly put into practical use in the future as a measurement means that can reduce the work required to pull up drill pipes, etc., and improve the efficiency of excavation work.
そこで、前記2つの方式のうち、パルスダウン
方式はパルスアツプ方式に比べ圧力信号発生部の
バルブの寸法形状が小型で、駆動力が少なくてす
み、またバルブ開閉の反覆率が高いのでデータ伝
送レートが高くとれるという利点がある。 Therefore, of the above two methods, the pulse-down method has a smaller valve in the pressure signal generating section than the pulse-up method, requiring less driving force, and has a higher repetition rate of valve opening and closing, so the data transmission rate is lower. It has the advantage of being expensive.
次に、従来のMWDのパルスダウン方式のパル
ス発生器の原理を第7図により説明すると、岩盤
1中に掘進中のドリルパイプ2は下端に取付けた
ビツト3により掘進されるが、ドリルパイプ2内
に挿設したケーシング4の下端にドリルパイプ2
の先端の傾斜の方位、傾斜角及び坑底の温度、圧
力等得ようとする情報のセンサーを内蔵した計器
部5を設け、その計器部5で得られた情報をパル
ス信号として地上に伝送し、コンピユータにより
計算するようにしている。 Next, the principle of the pulse-down type pulse generator of the conventional MWD will be explained with reference to FIG. Drill pipe 2 is attached to the lower end of casing 4 inserted inside.
An instrument section 5 is provided which has a built-in sensor to obtain information such as the direction of the inclination, the inclination angle, and the temperature and pressure of the bottom of the hole, and the information obtained by the instrument section 5 is transmitted to the ground as a pulse signal. , is calculated by a computer.
そこで、このパルスダウン方式のパルス発生器
では、ビツト3による掘削を助け、かつ掘削屑を
地上に搬出する目的で地上から圧送された高圧の
泥水Mhの一部を岩盤1の内周とドリルパイプ2
との間隙、即ち坑内6の低圧部の泥水Mへバイ
パスする泥水バイパス通路7を設け、その泥水バ
イパス通路7の途中にソレノイド8により上下に
操作されるピストンバルブ9を設け、このピスト
ンバルブ9により泥水バイパス通路を開け閉めす
ることにより高圧の泥水Mhの圧が急激に低下
し、この時発生した圧力差がパルスダウン圧とな
つて上方に伝送される信号の機構をするものであ
る。 Therefore, in this pulse-down type pulse generator, a part of the high-pressure muddy water Mh pumped from the ground is pumped to the inner periphery of the bedrock 1 and the drill pipe in order to assist the drilling by the bit 3 and to transport the excavated debris to the ground. 2
A mud water bypass passage 7 is provided that bypasses the mud water M in the low-pressure part of the mine 6, and a piston valve 9 that is operated up and down by a solenoid 8 is provided in the middle of the mud water bypass passage 7. By opening and closing the muddy water bypass passage, the pressure of the high-pressure muddy water Mh drops rapidly, and the pressure difference generated at this time becomes a pulse down pressure and serves as a signal mechanism that is transmitted upward.
その時の泥水Mhの圧力と時間の関係を示した
のが第8図であり、発生したパルをPで示してお
り、信号の変調はパルス間隔の変化に直す方式と
なつている。 Figure 8 shows the relationship between the pressure of the muddy water Mh and time at that time, and the generated pulse is indicated by P, and the signal is modulated by changing the pulse interval.
以上に説明した従来のパルスダウン方式の
MWDのパルス発生器においては、ソレノイド8
とピストンバルブ9とにより泥水バイパス通路7
を開け閉めする方式であるため、その制御はピス
トンバルブ9の開閉をソレノイド8への電流のオ
ン・オフによつて行なつており、くさび形の開閉
の圧力差に起因する駆動部にかかる力が大きく、
駆動パワーが大きくなるという問題がある。 The conventional pulse down method explained above
In the MWD pulse generator, solenoid 8
muddy water bypass passage 7 by the piston valve 9 and
Since the piston valve 9 is opened and closed, the piston valve 9 is controlled by turning on and off the current to the solenoid 8, and the force applied to the drive unit due to the pressure difference between the wedge-shaped opening and closing is reduced. is large,
There is a problem that driving power becomes large.
この種パルス発生器としては、パルス発生のた
めの駆動力が小さいことと、情報の伝達量が多い
ことと、信頼性にすぐれていることがその具備す
べき特性であるので、第7図の従来のパルス発信
器ではこれらの特性を完全に満足するものではな
く、それらの特性の向上が望まれている。 The characteristics that this type of pulse generator should have are a small driving force for pulse generation, a large amount of information to be transmitted, and excellent reliability. Conventional pulse oscillators do not completely satisfy these characteristics, and improvements in these characteristics are desired.
本考案は、前記従来の問題点を解消し、パルス
発生のための駆動力が小さくてすみ、かつ情報の
伝達量を多くすると共に、信頼性にすぐれた
MWDのパルス発生器を提供することを目的とし
たものである。
The present invention solves the above-mentioned conventional problems, requires less driving force for pulse generation, increases the amount of information transmitted, and has excellent reliability.
The purpose is to provide a pulse generator for MWD.
前記目的を達成するための本考案に係る連続的
坑底データテレメトリングシステムのパルス発生
器は、ドリルパイプの先端部までケーシングを挿
入してこのドリルパイプとケーシングとの間の空
間に高圧の泥水の通路を形成し、ケーシングに前
記通路に開口する泥水の流入路を開口し、更にケ
ーシング内に流入した泥水をビツトの近傍のドリ
ルパイプ外に噴出するための噴出路を開口し、前
記流入路と噴出路との接続部分に回転栓が設けら
れており、この回転栓は流入路に接続できる連通
孔と、この連通孔に一端が接続され、他端が噴出
路に接続される噴出孔を有し、前記回転栓はケー
シング内に収容された駆動手段によつて駆動され
て連通孔が流入路と断続的に連通して高圧の泥水
をドリルパイプ外に噴出するように構成されてい
る。
To achieve the above object, the pulse generator of the continuous bottomhole data telemetry system according to the present invention inserts the casing up to the tip of the drill pipe and supplies high-pressure muddy water to the space between the drill pipe and the casing. A passageway is formed in the casing, an inflow passageway for muddy water is opened in the casing, and a spouting passageway for spouting the muddy water that has flowed into the casing out of the drill pipe near the bit is opened, and the inflow passageway is opened in the casing. A rotary stopper is provided at the connection part between the and the spout passage, and this rotary stopper has a communication hole that can be connected to the inflow passage, and a spout hole that has one end connected to the communication hole and the other end connected to the spout passage. The rotary plug is configured to be driven by a driving means housed in the casing so that the communication hole is intermittently communicated with the inflow passage to jet high-pressure muddy water out of the drill pipe.
即ち、ドリルパイプのその内部に挿入されたケ
ーシングとの間の高圧の泥水の通路を流れる泥水
の一部をケーシング内に流入させてこれをドリル
パイプの側部にバイパスさせて噴出するように構
成したバイパス通路にDCサーボモータ等の駆動
手段で駆動される回転栓を設け、この回転栓の回
転に伴なつてバイパス通路を断続的に開閉するよ
うにしたものである。そしてこの回転栓には連通
孔と噴出孔をT形に形成して回転に伴なつて流入
路と連通路とを断続的に連通するように構成した
ものである。 That is, the structure is such that a part of the muddy water flowing through the high-pressure muddy water passage between the drill pipe and the casing inserted therein flows into the casing, bypasses the muddy water to the side of the drill pipe, and blows out. A rotary stopper driven by a driving means such as a DC servo motor is provided in the bypass passage, and the bypass passage is intermittently opened and closed as the rotary stopper rotates. The rotary stopper has a T-shaped communication hole and an ejection hole so that the inlet passage and the communication passage are intermittently communicated with each other as the rotary stopper rotates.
以下図面を参照してにより本考案の実施例を説
明する。
Embodiments of the present invention will be described below with reference to the drawings.
第1図は本考案の実施例におけるMWDのパル
ス発生器の要部断面図であり、第7図の従来例と
ほぼ同様な構造となつており、第7図と同じ部品
と同じ部品番号で示している。 Figure 1 is a cross-sectional view of the main parts of the MWD pulse generator according to the embodiment of the present invention, and has a structure that is almost the same as the conventional example shown in Figure 7, with the same parts and part numbers as in Figure 7. It shows.
ドリルパイプ2とその内部に挿入されたケーシ
ング4との間には高圧の泥水Mhの流路2aが形
成されており、更にこのケーシング4の先端近傍
には泥水Mhの一部をこのケーシング4内に導入
するための流入路7aと、この泥水Mhを再びケ
ーシング外に噴出するための噴出路7bからなる
バイパス通路7が設けられている。そしてこの流
入路7aと噴出路7bとの接続部分7cに回転栓
10がDCサーボモータ11等の駆動手段によつ
て回転可能に設けられている。 A flow path 2a for high-pressure muddy water Mh is formed between the drill pipe 2 and the casing 4 inserted therein, and furthermore, near the tip of this casing 4, a part of the muddy water Mh is channeled into the casing 4. A bypass passage 7 is provided, which includes an inflow passage 7a for introducing the muddy water Mh into the casing, and an ejection passage 7b for spouting the muddy water Mh out of the casing again. A rotary plug 10 is rotatably provided at a connecting portion 7c between the inlet passage 7a and the ejection passage 7b by a driving means such as a DC servo motor 11.
この回転栓10は、第2−A図、第2−B図及
び第2−C図に示す如く、本体10aの横方向に
貫通して連通孔12aと、これと直交する噴出孔
12bとからなるT字形の連通孔12が設けられ
ており、連通孔12aはDCサーボモータ11よ
つてこの回転栓10が駆動されるとその回転に伴
なつて第3−A図のように流入路7aと噴出路7
bで形成されるバイパス通路7を連通して坑内6
に泥水Mhを噴出させるる開状態と、第3−B図
のようにバイパス通路7を閉止する状態とを繰り
返すことにより通路2aの高圧の泥水Mhをバイ
パス通路7を経由して坑内6に断続的に噴出させ
てダウンパルス圧を発生させるようにしている。 As shown in FIG. 2-A, FIG. 2-B, and FIG. 2-C, the rotary plug 10 passes through the main body 10a in the lateral direction and has a communication hole 12a and an ejection hole 12b perpendicular to the communication hole 12a. A T-shaped communication hole 12 is provided, and when the rotary stopper 10 is driven by the DC servo motor 11, the communication hole 12a connects to the inflow path 7a as shown in FIG. 3-A. Spout channel 7
The bypass passage 7 formed by b is connected to the underground mine 6.
By repeating the open state in which the muddy water Mh is spouted out and the state in which the bypass passage 7 is closed as shown in Figure 3-B, the high-pressure muddy water Mh in the passage 2a is intermittently supplied to the underground mine 6 via the bypass passage 7. It is made to eject at a specific time to generate down pulse pressure.
その結果、計器部5で得られた情報をダウンパ
ルス圧によりパルス信号として地上に伝送し、コ
ンピユータにより計算されるように構成されてお
り、この時の高圧の泥水Mhの圧力と時間との関
係を示したのが第4図であり、発生したパルスを
Pで示している。 As a result, the information obtained by the instrument section 5 is transmitted to the ground as a pulse signal using down pulse pressure, and the computer calculates the relationship between the pressure of the high pressure muddy water Mh and time. FIG. 4 shows this, and the generated pulse is indicated by P.
本考案のパルス発生器においては、信号の変調
はパルスPの周波数変化に直す方式であり、その
結果、情報の伝達量の増加をはかることができ
る。 In the pulse generator of the present invention, the signal is modulated by changing the frequency of the pulse P, and as a result, the amount of information transmitted can be increased.
一方、開と閉との回転栓制御を行うことによつ
て、くさび形の開閉と同じような第8図のパルス
間隔の変化に直す方式を選ぶこともできる。 On the other hand, by controlling the rotary plug to open and close, it is also possible to select a method that changes the pulse interval as shown in FIG. 8, which is similar to the wedge-shaped opening and closing.
また、本考案のパルス発生器では、泥水バイパ
ス通路7を開閉するためにDCサーボモータ11
等の駆動装置により回転する回転栓10を介設し
ているので、回転栓10の駆動部にかかる力は第
7図の従来例の場合に比べて小さく、ベアリング
13のトルクのみと考えても良く、駆動力を小さ
くでき、しかもピストンバルブ9に比べて回転栓
10の方式は故障が少なく、信頼性が高い。 Further, in the pulse generator of the present invention, the DC servo motor 11 is used to open and close the muddy water bypass passage 7.
Since the rotary stopper 10 rotated by a drive device such as the above is provided, the force applied to the driving part of the rotary stopper 10 is smaller than that in the conventional example shown in FIG. The driving force can be reduced, and the rotary plug 10 system has fewer failures and is more reliable than the piston valve 9.
本考案のパルス発生器は、地下数千メートルの
深さで作動を確実に行う機能を具備すべく、DC
サーボモータ11(回転式ソレノイドでも良い)
を耐圧チヤンバ14に格納することもある。この
場合、回転栓10への回転トルクの伝達は、磁気
カツプリング15により行われる。また、DCサ
ーボモータ11と回転栓10の間には磁気カツプ
リング15の他に、減速手段16を介することに
よつて伝達トルクの増加と所定の回転速度を回転
栓10へ与えられる。減速手段16は、耐圧チヤ
ンバ14の内部に配置される場合(第6図参照)
と、磁気カツプリング15と回転栓10の中間に
配置される場合(第5図参照)との2通りがあ
る。 The pulse generator of this invention has the ability to operate reliably at a depth of several thousand meters underground.
Servo motor 11 (rotary solenoid may also be used)
may be stored in the pressure chamber 14. In this case, the transmission of the rotational torque to the rotary plug 10 takes place by means of a magnetic coupling 15 . Further, in addition to the magnetic coupling 15, a deceleration means 16 is provided between the DC servo motor 11 and the rotary plug 10, thereby increasing the transmitted torque and imparting a predetermined rotational speed to the rotary plug 10. When the deceleration means 16 is arranged inside the pressure chamber 14 (see FIG. 6)
There are two cases: and the case where it is arranged between the magnetic coupling 15 and the rotary stopper 10 (see FIG. 5).
本考案に係る連続的坑底データテレメトリング
システムのパルス発生器は、ドリルパイプの先端
部までケーシングを挿入してこのドリルパイプと
ケーシングとの間の空間に高圧の泥水の通路を形
成し、ケーシングに前記通路に開口する泥水の流
入路を開口し、更にケーシング内に流入した泥水
をピツトの近傍のドリルパイプ外に噴出するため
の噴出路を開口し、前記流入路と噴出路との接続
部分に回転栓が設けられており、この回転栓は流
入路に接続できる連通孔と、この連通孔に一端が
接続され、他端が噴出路に接続される噴出孔を有
し、前記回転栓はケーシング内に収容された駆動
手段によつて駆動されて連通孔が流入路と断続的
に連通して高圧の泥水をドリルパイプ外に噴出す
るように構成されている。
The pulse generator of the continuous bottomhole data telemetry system according to the present invention inserts the casing up to the tip of the drill pipe to form a passage for high-pressure mud water in the space between the drill pipe and the casing. an inflow passage for muddy water that opens into the passage, and a spout passage for spouting the muddy water that has flowed into the casing out of the drill pipe near the pit, and a connecting portion between the inflow passage and the spout passage. A rotary plug is provided in the rotary plug, and the rotary plug has a communication hole that can be connected to the inflow channel, and a spout hole that has one end connected to the communication hole and the other end that is connected to the spout path. The communicating hole is driven by a driving means housed in the casing to intermittently communicate with the inflow path to jet high-pressure muddy water out of the drill pipe.
特に、本考案においては高圧の泥水の通路にバ
イパス通路を形成し、このバイパス通路の途中に
回転栓を設けてこれを駆動手段によつて回転させ
て高圧の泥水を断続的にバイパス通路を通過させ
て低圧の泥水のある坑底に噴出することができる
ので、バイパス通路を閉止した状態においては左
右の高圧の泥水が回転栓に作用して圧力バランス
を保ち、また、開栓状態ではT形の横方向の連通
孔より流入した泥水が合流して噴出孔に流出する
ので圧力バランスを保つことができる。従つて、
この回転栓を回転させるための力は少ないもので
あり、正確にしかも故障もなく作動させることが
できる。また、信号の変調はパルスの周波数変化
に直す方式であるので、情報の伝達量の増加をは
かることができ、更に本発明のパルス発生器では
その信頼性も向上するという利点がある。 In particular, in the present invention, a bypass passage is formed in the high-pressure muddy water passage, and a rotary stopper is provided in the middle of this bypass passage, and this is rotated by a driving means to allow the high-pressure muddy water to pass through the bypass passage intermittently. When the bypass passage is closed, the high-pressure muddy water on the left and right sides acts on the rotary plugs to maintain pressure balance, and when the bypass passage is open, the T-shaped The muddy water that flows in from the horizontal communication holes joins and flows out to the spout hole, so the pressure balance can be maintained. Therefore,
The force needed to rotate this rotary stopper is small, and it can be operated accurately and without failure. Furthermore, since the signal is modulated by changing the frequency of the pulse, the amount of information transmitted can be increased, and the pulse generator of the present invention has the advantage of improving its reliability.
なお、本考案は主としてダウンパルス方式によ
るMWDのパルス発信器として有効に適用可能で
ある。 Note that the present invention can be effectively applied mainly as a pulse oscillator for MWD using a down-pulse method.
第1図は本考案の一実施例のMWDのパルス発
生器の要部断面図、第2−A図は第1図の回転栓
の拡大側断面図、第2−B図は第2−A図のA−
A方向の正面図、第2−C図は第2−A図のB−
B方向の平面図、第3−A図及び第3−B図は第
1図の泥水バイパス通路の開閉状態を示す要部平
断面図で第3−A図は開の状態を、そして第3−
B図は閉の状態を示し、第4図は第1図のパルス
発信器による泥水の圧力と時間との関係を示すパ
ルス線図、第5図及び第6図は本考案の他の実施
例の要部断面図である。第7図は従来のMWDの
パルス発生器の要部断面図、第8図は第7図のパ
ルス発生器による泥水の圧力と時間との関係を示
すパルス線図である。
2……ドリルパイプ、2a……流路、6……坑
内、7……泥水バイパス通路、7a……流入路、
7b……噴出路、7c……接続部分、10……回
転栓、11……DCサーボモータ、12……連通
孔、12a……連通孔、12b……噴出孔、Mh
……高圧の泥水、M……低圧の泥水。
Fig. 1 is a sectional view of a main part of a pulse generator of an MWD according to an embodiment of the present invention, Fig. 2-A is an enlarged side sectional view of the rotary stopper shown in Fig. 1, and Fig. 2-B is a sectional view of a main part of a pulse generator of an MWD according to an embodiment of the present invention. A- in the diagram
Front view in direction A, Figure 2-C is B- in Figure 2-A
The plan view in direction B, Figures 3-A and 3-B are plane sectional views of main parts showing the open and closed states of the muddy water bypass passage in Figure 1, and Figure 3-A shows the open state, and −
Figure B shows the closed state, Figure 4 is a pulse diagram showing the relationship between the pressure of muddy water and time by the pulse transmitter of Figure 1, and Figures 5 and 6 are other embodiments of the present invention. FIG. FIG. 7 is a sectional view of a main part of a conventional MWD pulse generator, and FIG. 8 is a pulse diagram showing the relationship between the pressure of muddy water and time produced by the pulse generator of FIG. 7. 2... Drill pipe, 2a... Channel, 6... Mine, 7... Mud water bypass passage, 7a... Inflow channel,
7b...Ejection path, 7c...Connection part, 10...Rotary plug, 11...DC servo motor, 12...Communication hole, 12a...Communication hole, 12b...Ejection hole, Mh
...High pressure muddy water, M...Low pressure muddy water.
Claims (1)
てこのドリルパイプとケーシングとの間の空間に
高圧の泥水の通路を形成し、ケーシングに前記通
路に開口する泥水の流入路を開口し、更にケーシ
ング内に流入した泥水をピツトの近傍のドリルパ
イプ外に噴出するための噴出路を開口し、前記流
入路と噴出路との接続部分に回転栓が設けられて
おり、この回転栓は流入路に接続できる連通孔
と、この連通孔に一端が接続され、他端が噴出路
に接続される噴出孔を有し、前記回転栓はケーシ
ング内に収容された駆動手段によつて駆動されて
連通孔が流入路と断続的に連通して高圧の泥水を
ドリルパイプ外に噴出するように構成してなる連
続的坑底データテレメトリングシステムのパルス
発生器。 A casing is inserted up to the tip of the drill pipe to form a passage for high-pressure muddy water in the space between the drill pipe and the casing, an inflow passage for muddy water is opened in the casing to open into the passage, and a muddy water inflow passage is opened in the casing. A spouting passage is opened for spouting the inflowing muddy water out of the drill pipe near the pit, and a rotary plug is provided at a connecting portion between the inflow passage and the spouting passage, and this rotary plug can be connected to the inflow passage. It has a communication hole and an ejection hole whose one end is connected to the communication hole and whose other end is connected to the ejection passage, and the rotary plug is driven by a driving means housed in the casing to cause the communication hole to flow in. A pulse generator for a continuous bottomhole data telemetry system configured to intermittently communicate with the drill pipe and eject high-pressure muddy water out of the drill pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1986025076U JPH047277Y2 (en) | 1986-02-25 | 1986-02-25 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1986025076U JPH047277Y2 (en) | 1986-02-25 | 1986-02-25 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62138797U JPS62138797U (en) | 1987-09-01 |
| JPH047277Y2 true JPH047277Y2 (en) | 1992-02-26 |
Family
ID=30824889
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1986025076U Expired JPH047277Y2 (en) | 1986-02-25 | 1986-02-25 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH047277Y2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4831862A (en) * | 1971-08-30 | 1973-04-26 | ||
| DE3113749C2 (en) * | 1981-04-04 | 1983-01-05 | Christensen, Inc., 84115 Salt Lake City, Utah | Device for the remote transmission of information from a borehole to the surface of the earth during the operation of a drilling rig |
-
1986
- 1986-02-25 JP JP1986025076U patent/JPH047277Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62138797U (en) | 1987-09-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10662767B2 (en) | Controlled pressure pulser for coiled tubing applications | |
| CN112832681A (en) | A controllable trajectory lateral drilling tool and method | |
| CA2546531C (en) | Method and system for wellbore communication | |
| CA1295678C (en) | Method and apparatus for remote signal entry into measurement while drilling system | |
| CA2766729C (en) | Downhole apparatus, device, assembly and method | |
| EP3464791B1 (en) | Apparatus and method to expel fluid | |
| US6003834A (en) | Fluid circulation apparatus | |
| CN1748073B (en) | Downhole tool | |
| US5586084A (en) | Mud operated pulser | |
| EP2148975B1 (en) | Flow hydraulic amplification for a pulsing, fracturing, and drilling (pfd) device | |
| US6976535B2 (en) | Method of utilizing flowable devices in wellbores | |
| US6550534B2 (en) | Utilization of energy from flowing fluids | |
| CA2641431C (en) | Method of utilizing flowable devices in wellbores | |
| US20080271923A1 (en) | Flow hydraulic amplification for a pulsing, fracturing, and drilling (PFD) device | |
| CA2337543A1 (en) | Downhole drilling apparatus and method for use of same | |
| US20200392803A1 (en) | Autonomous through-tubular downhole shuttle | |
| GB2334052A (en) | Apparatus and method for self adjusting downhole signal communication | |
| CN101718195A (en) | Slurry pulse generator | |
| US20180274363A1 (en) | Controlled Pressure Pulser for Coiled Tubing Measurement While Drilling Applications | |
| JPH047277Y2 (en) | ||
| GB2349404A (en) | Apparatus and method for self-adjusting downhole signal communication | |
| JPS62284889A (en) | Control system of generator of mud pulse | |
| GB2443096A (en) | Method and system for wellbore communication | |
| CN109424342A (en) | A kind of small flow positive pulse generator | |
| CA2629607A1 (en) | A device for a borehole arrangement |