JPS62147322A - Method for measuring underground vibration - Google Patents

Method for measuring underground vibration

Info

Publication number
JPS62147322A
JPS62147322A JP60288265A JP28826585A JPS62147322A JP S62147322 A JPS62147322 A JP S62147322A JP 60288265 A JP60288265 A JP 60288265A JP 28826585 A JP28826585 A JP 28826585A JP S62147322 A JPS62147322 A JP S62147322A
Authority
JP
Japan
Prior art keywords
sensor
hole
cylinder
vibration
positioning tool
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.)
Pending
Application number
JP60288265A
Other languages
Japanese (ja)
Inventor
Mitsuru Mizuuchi
水内 充
Hiroaki Kado
加道 博章
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.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen Corp
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 Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP60288265A priority Critical patent/JPS62147322A/en
Publication of JPS62147322A publication Critical patent/JPS62147322A/en
Pending legal-status Critical Current

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Landscapes

  • Measurement Of Mechanical Vibrations Or Ultrasonic Waves (AREA)
  • Geophysics And Detection Of Objects (AREA)

Abstract

PURPOSE:To make it possible to measure the distribution of underground vibration, by setting a sensor at an arbitrary position in an underground depth direction by utilizing one boring hole. CONSTITUTION:A sensor capsule 2 is provided to the central part of the upper surface of a positioning jig 1, wherein the diameter thereof is determined so as to be made slightly larger than that of a boring hole A and a screw groove 7 is formed to the outer periphery thereof and a projected flange part 8 is provided to the upper edge thereof so as to be fixed thereto through a magnet 3. The projected flange part 9 internally fitted to and contacted with the projected flange part 8 is provided to the lower end of a cylinder 4 and, by pushing down the cylinder 4 under rotation in such a state that both flange parts 8, 9 are fitted and contacted, the positioning jig 1 is inserted at a required position. At the time of measurement, the cylinder 4 is slightly moved upwardly to be separated from the sensor 2 so that the vibration of the cylinder 4 is not transmitted to said sensor 2. By this method, because the positioning jig 1 inserted in the hole A is certainly fixed at an arbitrary position by the friction force with the wall surface of the hole A, vibration distribution in the hole depth direction can be measured.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、地中の振動を一つの深穴を利用し、深さ方
向の振動分布を計測するための方法に関するものである
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for measuring underground vibration distribution in the depth direction by using one deep hole.

(従来の技術〉 地盤が地震や交通機関等信の振動源によって振EJJす
るとき、人は心理的・止環的に不快感をもちいわゆる人
間生活環境保全障害を起す。又地盤に基礎を置く構造物
や生産設613等は、夫々の有する剛性と地盤および基
礎構造に関係してその大きさは異なるが振動し、いわゆ
る建物振動障害や生産作業障害を惹起するものであって
、これら振動によって発する悪影響は決して看過するこ
とができない。したがって、地盤上に構造物や生産設備
等を設置するに際しては、まずその地域の環境やこれら
によって生じる地盤の振動を計測して適応の処置を講す
る必要があり、そのため振動計として機械式・光でこ式
・電気式等数種のものが実用に供されている。
(Conventional technology) When the ground shakes and ejects due to vibration sources such as earthquakes and transportation, people feel psychologically and physically uncomfortable, causing what is called a disturbance in the preservation of the human living environment. Structures and production equipment 613, etc., vibrate, although the magnitude varies depending on their rigidity, ground, and foundation structure, and cause so-called building vibration disturbances and production work disturbances, and these vibrations cause Therefore, when installing structures or production equipment on the ground, it is necessary to first measure the local environment and the ground vibrations caused by these and take appropriate measures. Therefore, several types of vibration meters are in practical use, including mechanical, optical, and electric types.

(発明が解決しようとする問題点) 従来地中の振動を計測するに際しては、ボーリングされ
た穴の底にセンサーを挿入設置する方法が採られている
が、この場合地盤における振動伝播が深さ位置によって
異なることから、夫々深さの異なる複数の穴をボーリン
グし、各穴毎にセンサーを挿入設置して計測していた。
(Problem to be solved by the invention) Conventionally, when measuring underground vibrations, a method has been adopted in which a sensor is inserted and installed at the bottom of a bored hole. Since the measurements differ depending on the location, measurements were taken by boring multiple holes with different depths and inserting and installing a sensor in each hole.

したがって所要の計測に多くの手数と時間が必要であっ
た。
Therefore, a lot of effort and time were required for the required measurements.

つまり従来の方法では、ボーリングされた1つの穴を利
用して深さ方向の振動分布を計測することは不可能であ
った。
In other words, with the conventional method, it was impossible to measure the vibration distribution in the depth direction using a single bored hole.

この発明は上記の問題を解決するためになされたもので
あり、穴の途中の任意の位置にセンサーを正しくセント
し、かつこれを防護する方法を提供することを目的とす
る。
The present invention has been made to solve the above problems, and an object of the present invention is to provide a method for correctly placing a sensor at any position in a hole and for protecting it.

(問題を解決するための手段) この発明による地中振動計測方法は、ボーリングされた
穴の壁面に強接しその摩擦力で静止する位置決め具にセ
ンサーを取付け、これに長い筒体を接合して任意の深さ
位置に挿入したところで上記位置決め具と筒体との接合
を離して計測態勢を保持させるものである。
(Means for Solving the Problem) The underground vibration measurement method according to the present invention involves attaching a sensor to a positioning tool that comes into strong contact with the wall of a bored hole and stopping it due to its frictional force, and joining a long cylindrical body to this. When inserted at a desired depth, the positioning tool and the cylindrical body are separated from each other to maintain the measurement position.

(作   用) この発明においては、穴に挿入される位置決め具は、穴
壁面との摩擦力で任意の位置で確実に固定するので、こ
れに設置したセンサーにより、穴の深さ方向の振動分布
を計測することができる。
(Function) In this invention, since the positioning tool inserted into the hole is reliably fixed at any position by the frictional force with the hole wall surface, the vibration distribution in the depth direction of the hole is determined by the sensor installed in the positioning tool. can be measured.

又センサーは筒体によって防護されかつその方向が正し
く設定される。
The sensor is also protected and oriented by the barrel.

(実 施 例) 以下この発明の実施の態様を例示図面にもとづいて説明
する。
(Example) Hereinafter, embodiments of the present invention will be described based on illustrative drawings.

即ち第1回はセンサーをボーリング穴の途中に設置した
状態を示しており、図中1は位置決め具、2はこの位置
決め具2の上面中央部にマグネット3等を介して定着固
定したセンサーカプセル、4は上記位置決め具1をボー
リング穴Aの所定位置に挿入しかつボーリング穴Aの内
壁の土砂の落下を防止してセンサーカプセル2を防護す
るとともにその方向を正しく設定させる役目をもつ長い
筒体、5.6は位置決め具1およびセンサーカプセル2
に取付けた引き上げ操作用のワイヤロープである。
That is, the first time shows a state where the sensor is installed in the middle of a borehole, and in the figure, 1 is a positioning tool, 2 is a sensor capsule fixed and fixed to the center of the upper surface of this positioning tool 2 via a magnet 3, etc. 4 is a long cylindrical body that serves to insert the positioning tool 1 into a predetermined position in the borehole A, protect the sensor capsule 2 by preventing earth and sand from falling on the inner wall of the borehole A, and set its direction correctly; 5.6 is positioning tool 1 and sensor capsule 2
This is a wire rope for lifting operations attached to.

ところで上記位置決め具1は、その直径をボーリング穴
Aよりわずかに大きく決定し、その外周にはねじ溝7を
形成し、かつ上縁には突縁部8を設けている。又筒体4
の下端には上記突縁部8間に嵌接する突縁部9を設け、
両者を嵌接させた状態で筒体4を回転させながら押し下
げることによって、位置決め具1を所要の位置へ挿入さ
せることができる。なお計測時は筒体4の振動がセンサ
ーに伝達しないように、これを第2図に示すように少し
上方へ移動させ離間させておくものであり、又位置決め
具1の上昇つまりセンサーの回収に際しては、ワイヤー
ローブ5.6で同時に引き上げればよいのであるが、第
1図・第2図に示す実施例では筒体4を位置決め具1に
嵌接し、逆回転動作を与えながらワイヤロープ5.6を
補助として使用する。
By the way, the positioning tool 1 has a diameter slightly larger than that of the boring hole A, has a threaded groove 7 formed on its outer periphery, and has a protruding edge 8 on its upper edge. Also cylinder body 4
A projecting edge portion 9 is provided at the lower end to fit between the projecting edge portions 8,
The positioning tool 1 can be inserted into a desired position by rotating and pushing down the cylindrical body 4 in a state where both are fitted into each other. During measurement, in order to prevent the vibration of the cylindrical body 4 from being transmitted to the sensor, the cylindrical body 4 is moved slightly upward and separated as shown in Fig. 2, and when the positioning tool 1 is raised, that is, when the sensor is retrieved. should be pulled up simultaneously by the wire ropes 5.6, but in the embodiment shown in FIGS. 1 and 2, the cylindrical body 4 is fitted into the positioning tool 1, and the wire ropes 5.6 are pulled up simultaneously while giving a reverse rotational motion. 6 is used as an aid.

又第3図に示す実施例は、位置決め具1の周面に歯車状
の突条10を設け、ボーリング穴Aに対するIY擦保持
力を増大させるとともに押し込み易いように配慮を加え
たものである。
Further, in the embodiment shown in FIG. 3, a gear-shaped protrusion 10 is provided on the circumferential surface of the positioning tool 1 to increase the IY friction holding force against the boring hole A and to make it easier to push the tool.

更に第4図に示す実施例は、センサーカプセル2の底面
に左右へ開用突出するばね鋼製の係止片11を固定し、
又センサーカプセル2の外周に接合突片12を取付け、
この[妾合突片12間に嵌接する突縁部13を形成した
短筒体14を筒体4の底板4aに固定している。つまり
センサーカプセル2は、これに嵌接する上記短筒体14
を介して筒体4に接続され、この状態でセンサーカプセ
ル2を下方へ押し込む際には、係止片11が第5図aに
示すようにその先端がボーリング穴Aの壁面に接して上
方向へ変形し、又ワイヤロープ6を用いて上方へ引き上
げる際には第5図すに示すように変形する。したがって
この実施例を用いて穴の深さ方向の振動を計測する場合
には、センサーカプセル2を一度穴Aの底部に押し込ん
でから上方向に引き上げ、係止片11が第5図すに示す
ように変形した状態で壁面に固定し、筒体4を少量引き
上げて離間させる。なお以後はワイヤロープ6を用いて
所定量引き上げ11追次測定点を変えればよいのである
Furthermore, in the embodiment shown in FIG. 4, a locking piece 11 made of spring steel is fixed to the bottom surface of the sensor capsule 2 and protrudes from the left and right.
Also, a joining protrusion 12 is attached to the outer periphery of the sensor capsule 2,
This short cylindrical body 14 having a protruding edge 13 that fits between the mating protrusions 12 is fixed to the bottom plate 4a of the cylindrical body 4. In other words, the sensor capsule 2 has the short cylindrical body 14 fitted thereto.
When the sensor capsule 2 is pushed downward in this state, the locking piece 11 touches the wall of the bore hole A and moves upward as shown in FIG. 5a. When the wire rope 6 is used to pull it upward, it deforms as shown in FIG. Therefore, when using this embodiment to measure vibrations in the depth direction of the hole, the sensor capsule 2 is once pushed into the bottom of the hole A and then pulled upward until the locking piece 11 is fixed as shown in FIG. The cylindrical body 4 is fixed to a wall surface in this deformed state, and the cylindrical body 4 is pulled up a small amount and separated. From now on, it is sufficient to use the wire rope 6 to pull up a predetermined amount 11 and change the successive measurement points.

なお図に示されていないが、位置決め具lに設けた突縁
部8と、筒体4に設けた突縁部9の嵌接構造部に、例え
ば筒体4を正逆方向に少量回動させると両者が確実に係
着(結合)又は離脱するようないわゆる係脱機構を設け
ておけば、筒体・1だけの操作で位置決め具りの挿入、
引上げ、回動を行なうことができるものであって、この
場合ワイヤロープは不要となる。これは第4図に示す実
施例においても同様に適用できる。
Although not shown in the figure, the fitting structure of the protruding edge part 8 provided on the positioning tool l and the protruding edge part 9 provided on the cylindrical body 4 may, for example, rotate the cylindrical body 4 by a small amount in the forward and reverse directions. If a so-called locking/disengaging mechanism is provided so that the two can be reliably engaged (coupled) or detached when the two are moved, the positioning tool can be inserted and removed by operating only the cylinder body 1.
It can be pulled up and rotated, and in this case no wire rope is required. This can be similarly applied to the embodiment shown in FIG.

(発明の効果) この発明は以上説明したように、一つのボーリング穴を
利用して地中深さ方向の任意の位置にセンサーをセット
し、振動の分布を計測することができるものであって、
従来のように深さを異にする多数の穴をボーリングし、
その穴毎にセンサーを挿入設置するという煩わしい作業
が省略される。
(Effects of the Invention) As explained above, the present invention is capable of measuring the distribution of vibration by setting a sensor at any position in the depth direction of the earth using one borehole. ,
Boring a large number of holes at different depths as in the conventional method,
The troublesome work of inserting and installing a sensor in each hole is omitted.

又センサーは筒体によって防護されるために落下土砂に
よる損傷の虞れもなく、更にセンサーの正しい方向が把
握でき、回収も容易である。
Furthermore, since the sensor is protected by the cylindrical body, there is no risk of damage from falling earth and sand, the correct direction of the sensor can be determined, and recovery is easy.

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

第1図はこの発明の一実施例を示す縦断面図、第2図は
第1図に示す位置決め具とセンサーおよび筒体の関係を
示す斜視図、第3図は位置決め具の他の構造例を示す斜
視図、第4図は他の実施例を示す斜視図、第5図はその
作用を示す正面図である。 Δはボーリング穴、■は位置決め具、2はセンサーカプ
セル、4は筒体。 特許出願人  日立造船株式会社 第1図 第2図 4  ボーリンフダミ 1 4丘iシf!、々−りよ( 2こンプーカフ竜ル 4 @ 4杢
FIG. 1 is a longitudinal sectional view showing one embodiment of the present invention, FIG. 2 is a perspective view showing the relationship between the positioning tool shown in FIG. 1, the sensor, and the cylinder, and FIG. 3 is another structural example of the positioning tool. FIG. 4 is a perspective view showing another embodiment, and FIG. 5 is a front view showing its operation. Δ is a boring hole, ■ is a positioning tool, 2 is a sensor capsule, and 4 is a cylinder. Patent Applicant: Hitachi Zosen Corporation Figure 1 Figure 2 Figure 4 Bolinfudami 1 4 Hills ishif! , Tariyo ( 2 Konpu Cuff Dragon Ru 4 @ 4 heather

Claims (1)

【特許請求の範囲】[Claims] ボーリング穴の壁面に強接し、その摩擦力で静止する位
置決め具にセンサーを取付け、これに長い筒体を接合し
て任意の深さ位置に挿入したとこで上記位置決め具と筒
体との接合を離して計測態勢を保持させることを特徴と
する地中振動計測方法。
A sensor is attached to a positioning tool that makes strong contact with the wall of the borehole and stops due to its frictional force.A long cylindrical body is joined to this, and when inserted at a desired depth, the positioning tool and the cylindrical body are joined. An underground vibration measurement method characterized by keeping the measurement posture at a distance.
JP60288265A 1985-12-20 1985-12-20 Method for measuring underground vibration Pending JPS62147322A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60288265A JPS62147322A (en) 1985-12-20 1985-12-20 Method for measuring underground vibration

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60288265A JPS62147322A (en) 1985-12-20 1985-12-20 Method for measuring underground vibration

Publications (1)

Publication Number Publication Date
JPS62147322A true JPS62147322A (en) 1987-07-01

Family

ID=17727945

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60288265A Pending JPS62147322A (en) 1985-12-20 1985-12-20 Method for measuring underground vibration

Country Status (1)

Country Link
JP (1) JPS62147322A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011064650A (en) * 2009-09-18 2011-03-31 Teiseki Sakusei Kogyo Kk Method for installing seismometer in earthquake observation well
JP2011209138A (en) * 2010-03-30 2011-10-20 Tokyu Construction Co Ltd Apparatus for installing measuring instrument in the ground

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011064650A (en) * 2009-09-18 2011-03-31 Teiseki Sakusei Kogyo Kk Method for installing seismometer in earthquake observation well
JP2011209138A (en) * 2010-03-30 2011-10-20 Tokyu Construction Co Ltd Apparatus for installing measuring instrument in the ground

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