JPS59142490A - Installing method of seismometer - Google Patents
Installing method of seismometerInfo
- Publication number
- JPS59142490A JPS59142490A JP58014634A JP1463483A JPS59142490A JP S59142490 A JPS59142490 A JP S59142490A JP 58014634 A JP58014634 A JP 58014634A JP 1463483 A JP1463483 A JP 1463483A JP S59142490 A JPS59142490 A JP S59142490A
- Authority
- JP
- Japan
- Prior art keywords
- mule shoe
- seismometer
- key
- compass
- bearing
- 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
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/16—Receiving elements for seismic signals; Arrangements or adaptations of receiving elements
Abstract
Description
【発明の詳細な説明】
本発明は地震計の設置方法に関するもので、特に深層へ
の地震計の設置方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for installing a seismometer, and particularly to a method for installing a seismometer in deep layers.
地震波の観察には、一般に垂直方向の一成分と水平直交
方向の二成分との計三成分の測定が必要であるが、その
ためには地震計設置の条件として、設定水平方向の精度
補償と垂直度とがきわめて重要である。地震計の設定力
・向が正確でないときは、得られた地震記録の解析が不
可能となるし、また地震計が垂直に正確に設置されない
ときは、地震計自体が作動しなかったり感度不良になっ
たりする。To observe seismic waves, it is generally necessary to measure a total of three components: one component in the vertical direction and two components in the horizontal orthogonal direction. degree is extremely important. If the force and direction of the seismometer are not set accurately, it will be impossible to analyze the obtained earthquake records, and if the seismometer is not installed vertically and accurately, the seismometer itself may not work or its sensitivity may be poor. It becomes.
従来の地震計の設置方法では、これらの点に関して不備
が多くまた作業性の面からも不利であった。すなわち、
従来から採られていた主な方法は、地震計をロンドに取
付けこのロンドを多数本連結していく方法であったが、
これはロンドの連結作業のためにやぐらを建てることが
必要となって(・たし、また作業終了後はやぐらを取外
してしまうため、その後のメンテナンスが不可能となっ
ていたし、さらにこのような設置方法では地震計の設置
方位を正確に定めることは困難であった。Conventional seismometer installation methods have many deficiencies in these respects and are also disadvantageous in terms of workability. That is,
The main method used in the past was to attach seismometers to rondos and connect multiple rondos together.
This was because it was necessary to build a tower for the Rondo connection work (but also, after the work was completed, the tower was removed, making subsequent maintenance impossible. Due to the installation method, it was difficult to determine the exact orientation of the seismometer.
そこで、本発明は、従来のこのような設置方法の欠点を
一掃した新しい方法を提供し、特に深層への地震側の設
置を予め定めた方位に正確に行うようにすることを目的
とするものである。Therefore, the present invention aims to provide a new method that eliminates the drawbacks of the conventional installation methods, and in particular, to enable installation on the earthquake side in deep layers to be carried out accurately in a predetermined direction. It is.
本発明の作業方法を順を追って説明する。The working method of the present invention will be explained step by step.
(1)は弁管で、この弁管の内面適所に方位設定用のキ
ー(21を設け、またその下方部適所には地震計(a)
を設定する後記ミュールシュー(5)を設置する台座(
3)を設ける。(1) is a valve pipe, and a direction setting key (21) is provided at a suitable place on the inner surface of this valve pipe, and a seismometer (a) is installed at a suitable place below the valve pipe.
The pedestal (on which the mule shoe (5) described later is installed)
3).
まず、方位を測定するコンパス(4)をミュールシュー
(5)の上方部に取付け、これをロープ(6)で弁管(
1)内を降下する。この降下中に、ミュールシュー(5
)の周側面一部に形成した凹溝部(7)がそのテーパ状
の左右両側縁部(7’l (i+にガイドされながらス
ライドして、弁管(1)の内面適所に設けたキー +2
1 K 係合し、その最」二端部で停止する。この停止
と同時に、ミュールシュー(5)の下側部周囲は弁管(
1)内部の台座(31に載置される。このミュールシュ
ー(51が弁管(1)内に安置すると、コンパス(41
0針が一定の方位を指示する。そこで、カメラの自動シ
ャッターが押されると、コンパスの針の方位が撮影され
記録される。この方位の撮影後は、再びロープ(6)で
コンパス付キのミュールシュー(51を引き上げる。First, a compass (4) for measuring direction is attached to the upper part of the mule shoe (5), and it is connected to the valve pipe (
1) Descend inside. During this descent, the Mule Shoe (5
The concave groove (7) formed on a part of the peripheral side of the valve pipe (1) slides while being guided by the tapered left and right edges (7'l
1 K engages and stops at its two most ends. At the same time as this stop, the valve pipe (
1) It is placed on the internal pedestal (31). When this mule shoe (51) is placed in the valve pipe (1), the compass (41
The 0 hand indicates a certain direction. When the camera's automatic shutter is pressed, the direction of the compass needle is photographed and recorded. After photographing in this direction, pull up the mule shoe (51) of the compass key again using the rope (6).
引き上げ後、撮影記録された写真を見れば、コンパスの
針との関係でキー(2)の方位が”判断できるから、地
震計(a)の水平方位を一定にセットした後、この地震
it (a)とこれを取付けるミュールシュー(5)の
設置方位が一定の方向に向くようにして画体を固定する
。またこの時、必要に応じて、地震計(a)の垂直性を
出すためにミュールシュー(51との接合角度を調整す
るようにする。If you look at the photograph taken and recorded after pulling up, you can determine the direction of the key (2) in relation to the compass needle, so after setting the horizontal direction of the seismograph (a) to a constant position, you can find the location of this earthquake. Fix the image so that a) and the mule shoe (5) to which it is attached are facing in a certain direction.At this time, if necessary, in order to make the seismometer (a) vertical, Adjust the joining angle with the mule shoe (51).
しかる後に、ミュールシュー(51をガイドにして地震
計(a)をケーブル(8)で降下する。このケーブル(
8)はロープの役目を兼用する。ミュールシュー(51
は前記と同様の作用をしてその凹溝部(7)の最上端部
が弁管(1)のキー(21に係合したとき降下を停止し
、ミュールシュー(51は弁管(1)に固定されるとと
もに台座(3)に載置する。なお、ミュールシュー(5
)が台座(3)土に載置すると、その上方に少許間隙を
おいて連結している地震計(a)がその自重によって降
下する。すると、ミュールシュー(51との間にスイッ
チ(9)が入るようになるから、地上においてミュール
シューと地震計部が弁管(1)の所定深度内に定着した
ことを確認できる。After that, the seismometer (a) is lowered using the cable (8) using the mule shoe (51) as a guide.
8) doubles as a rope. Mule shoe (51
acts in the same manner as described above, and stops descending when the uppermost end of its groove (7) engages with the key (21) of the valve pipe (1), and the mule shoe (51 is attached to the valve pipe (1)). It is fixed and placed on the pedestal (3).In addition, the mule shoe (5)
) is placed on the pedestal (3), and the seismometer (a) connected above it with a small gap will descend under its own weight. Then, since the switch (9) is turned on between the mule shoe (51) and the mule shoe (51), it can be confirmed that the mule shoe and the seismometer section are fixed within a predetermined depth of the valve pipe (1) on the ground.
ところで、ポーリング孔が曲って掘削されたときは弁管
(11もまたやや傾斜角度をもって設置されることにな
るが、予めこの傾斜角度を測定した後は、これに合わせ
てミュールシュー(51に対する地震計(a)の接合角
度を地上で調整しておき、しかる後に降下設置を行うよ
うにする。By the way, when the poling hole is drilled with a bend, the valve pipe (11) will also be installed with a slight inclination angle, but after measuring this inclination angle in advance, the mule shoe (earthquake The joining angle of the gauge (a) should be adjusted on the ground, and then the descending installation will be carried out.
本発明はこのような方法によって地震計を設置するもの
であるため、第1にコンパスによってミュールシューを
固定する方向が正確に測定されるから、このミュールシ
ューに取付ける地震計の設定方位を正確に決めて設置す
ることができ、垂直方向はもちろんのこと水平方向から
の地震波の東西南北の方位を正確に測定することができ
るようになり、きわめて精度の高い地震方位の測定を行
うことができ、第2にこの地震計の設置はワイヤーロー
プやケーブルによってするから、特に深層の観測井への
設置作業がウィンチだけで行うことができるようになり
、従来のロンド方式がやぐらを建立して行っていたこと
に対して作業効率がきわめて良゛くなり、また観測井の
長期間にわたる維持費がきわめて安価にあがるようにな
り、経済性のある地震観測井となる等、その効果はきわ
めて大きいものである。Since the present invention uses such a method to install a seismometer, firstly, the direction in which the mule shoe is fixed can be accurately measured using a compass, so it is possible to accurately set the orientation of the seismometer to be attached to the mule shoe. It is now possible to accurately measure the north, south, east, west, and east directions of seismic waves not only vertically but also horizontally, making it possible to measure seismic directions with extremely high accuracy. Second, since this seismometer is installed using wire ropes or cables, installation work, especially in deep observation wells, can be done with just a winch, unlike the traditional Rondo method, which involves building a tower. The effects are extremely large, such as the work efficiency becoming extremely high, and the long-term maintenance costs of the observation well becoming extremely low, making it an economical seismic observation well. be.
図面は本発明の実施のための一例を示し、第1図は予備
作業時の観測井の側断面図、第2図は本作業時の観測井
の正断面図、第3図は第1固装部の側断面図、第4図は
第2固装部の側断面図である。The drawings show an example of the implementation of the present invention; FIG. 1 is a side sectional view of the observation well during preliminary work, FIG. 2 is a front sectional view of the observation well during main work, and FIG. 3 is a side sectional view of the observation well during preliminary work. FIG. 4 is a side sectional view of the second securing part.
Claims (2)
定用キーを設け、まずコンパスを取付けたミュールシュ
ーを弁管へ降下するとともにミュールシューの凹溝部を
前記キーに係合停止し、停止後コンパスによりキーの方
位を測定してこのコンパス付きのミュールシューを引き
上げた後、地震計をその設置方位を前記ミュールシュー
の凹溝部方向に合わせて一定の方向に画体を連結し、こ
れを再び弁管に降下してミュールシューの凹溝部を前記
キーに保合停止するようにすることを特徴とする地震計
の設置方法。(1) A direction setting key is provided at an appropriate position on the peripheral wall of the valve pipe installed at a predetermined depth, and the mule shoe with the compass attached is first lowered into the valve pipe, and the concave groove of the mule shoe is engaged with the key and stopped. After measuring the direction of the key with the rear compass and pulling up the mule shoe with this compass, set the seismometer in the same direction as the concave groove of the mule shoe, connect the objects in a fixed direction, and then A method for installing a seismograph, comprising descending again into the valve pipe and locking the concave groove of the mule shoe with the key.
ールシューと地震計との連結角度を予め調整することに
より地震計に所定の垂直性を持たせるようにする特許請
求の範囲第1項に記載した地震計の設置方法。(2) When the polling hole is inclined, the connection angle between the mule shoe and the seismograph is adjusted in advance to give the seismograph a predetermined verticality. How to install the seismograph described in .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58014634A JPS59142490A (en) | 1983-02-02 | 1983-02-02 | Installing method of seismometer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58014634A JPS59142490A (en) | 1983-02-02 | 1983-02-02 | Installing method of seismometer |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59142490A true JPS59142490A (en) | 1984-08-15 |
JPH0221753B2 JPH0221753B2 (en) | 1990-05-16 |
Family
ID=11866625
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58014634A Granted JPS59142490A (en) | 1983-02-02 | 1983-02-02 | Installing method of seismometer |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59142490A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5888057A (en) * | 1996-06-28 | 1999-03-30 | Sanden Corporation | Scroll-type refrigerant fluid compressor having a lubrication path through the orbiting scroll |
JP2011064650A (en) * | 2009-09-18 | 2011-03-31 | Teiseki Sakusei Kogyo Kk | Method for installing seismometer in earthquake observation well |
-
1983
- 1983-02-02 JP JP58014634A patent/JPS59142490A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5888057A (en) * | 1996-06-28 | 1999-03-30 | Sanden Corporation | Scroll-type refrigerant fluid compressor having a lubrication path through the orbiting scroll |
JP2011064650A (en) * | 2009-09-18 | 2011-03-31 | Teiseki Sakusei Kogyo Kk | Method for installing seismometer in earthquake observation well |
Also Published As
Publication number | Publication date |
---|---|
JPH0221753B2 (en) | 1990-05-16 |
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