JPH1194546A - Clinometer - Google Patents

Clinometer

Info

Publication number
JPH1194546A
JPH1194546A JP29311497A JP29311497A JPH1194546A JP H1194546 A JPH1194546 A JP H1194546A JP 29311497 A JP29311497 A JP 29311497A JP 29311497 A JP29311497 A JP 29311497A JP H1194546 A JPH1194546 A JP H1194546A
Authority
JP
Japan
Prior art keywords
displacement
weight
gap
axis
displacement sensor
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
Application number
JP29311497A
Other languages
Japanese (ja)
Other versions
JP3106355B2 (en
Inventor
Kiyousuke Natsukawa
亨介 夏川
Yoshibumi Hachisuga
義文 蜂須賀
Yukio Kitago
征雄 北後
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.)
CHUO FUKKEN CONSULTANTS CO Ltd
SOGO KEISOKU KK
JR West Japan Consultants Co
Original Assignee
CHUO FUKKEN CONSULTANTS CO Ltd
SOGO KEISOKU KK
JR West Japan Consultants Co
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 CHUO FUKKEN CONSULTANTS CO Ltd, SOGO KEISOKU KK, JR West Japan Consultants Co filed Critical CHUO FUKKEN CONSULTANTS CO Ltd
Priority to JP09293114A priority Critical patent/JP3106355B2/en
Publication of JPH1194546A publication Critical patent/JPH1194546A/en
Application granted granted Critical
Publication of JP3106355B2 publication Critical patent/JP3106355B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To obtain a clinometer in which displacement of the ground or a building can be measured in any direction by setting marks at two positions of equal distance from a vertical shaft on the extension of X and Y axes intersecting therewith and orthogonal to each other on the imaginary horizontal plane of a pendulum. SOLUTION: Useless vibrations of a weight 1 are absorbed in the oil 5 in an oil tank 4. Two marks 6x, 6y are put at positions of same height on the circumferential surface of the cylindrical weight 1 while spaced apart by 90 deg., for example. The marks 6x, 6y are located at an equal distance from a vertical shaft Z on orthogonal axes X, Y intersecting the vertical shaft Z of the weight 1 on a horizontal plane H. Eddy current type displacement sensors 7x, 7y face the marks 6x, 6y through gaps d, d' and fixed to the inner circumferential surface of the oil tank 4. Outputs from the displacement sensors 7x, 7y caused by the fluctuation of the gaps d, d' are processed by a computer to determine the inclining direction at a position where the weight 1 is suspended and the fluctuation in the inclination angle.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、地盤の沈下ある
いは隆起に伴う地盤の水平面に対する傾斜の方向と角
度、あるいは建造物の傾斜の方向と角度を測定する傾斜
計に関するのもである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an inclinometer for measuring the direction and angle of inclination of a ground with respect to a horizontal plane due to the subsidence or uplift of the ground, or the direction and angle of inclination of a building.

【0002】[0002]

【従来の技術】自然の地殻変動や、埋立地・造成地の経
年地盤沈下や、新たな土木・建築工事に伴う周囲の基礎
地盤の変位などによって現れる地盤の水平方向に対する
傾斜変動あるいは地盤上の既存の建造物が受ける傾斜変
動を測定する装置として、従来、特開平7−29425
2号公開特許公報に示されるような水管式変位測定装置
が知られている。即ち、基準水槽に接続管を介して変位
水槽を連通接続し、この変位水槽の上面に3本の鉛直水
筒を三角形の各頂点の位置に配設し、各鉛直水筒内にフ
ロートを収納し、その上方に電気的センサーとなる渦電
流式の変位検出器を装着したものが知られている。そし
て地盤が前後左右どのような方向にでも傾斜した際に
は、3本の鉛直水筒内のフロートはそれぞれの変位検出
器に対して位置の変位をそれぞれ生じ、その二つ又は三
つのそれぞれの相対変位を、X方向、Y方向に配設され
たそれぞれの鉛直水筒の変位検出器により検出した検出
値の相互の関係からX方向の傾斜度とY方向の傾斜度を
検知するものである。しかしこのような傾斜測定装置
は、いわゆる水管式で3本組の鉛直水筒を形成したり、
基準水槽の設置や水管の配管を要し煩雑である。
2. Description of the Related Art Natural crustal deformation, aging land subsidence in landfills and landfills, and displacement of the underlying ground due to new civil engineering and construction work, etc. Conventionally, as an apparatus for measuring a tilt change applied to an existing building, Japanese Patent Application Laid-Open No. 7-29425 has been proposed.
2. Description of the Related Art A water tube type displacement measuring device as disclosed in Japanese Patent Publication No. 2 is known. That is, the displacement water tank is connected to the reference water tank via a connecting pipe, three vertical water cylinders are arranged at the positions of the vertices of the triangle on the upper surface of the displacement water tank, and the floats are stored in each vertical water cylinder. An eddy current type displacement detector serving as an electric sensor is mounted above the sensor. When the ground is tilted in any direction, front and rear, left and right, the floats in the three vertical water bottles cause displacement of the position with respect to each displacement detector, and the two or three relative positions The inclination is detected in the X direction and the Y direction based on the mutual relationship between the displacements detected by the displacement detectors of the vertical water bottles disposed in the X direction and the Y direction. However, such a tilt measuring device forms a set of three vertical water bottles in a so-called water tube type,
Installation of a reference water tank and piping of water pipes are required, which is complicated.

【0003】また従来この種の傾斜計として、図5に示
すような、差動トランスと振り子を組み合わせたものも
知られている。即ち、51は重錘(振り子体)で重錘支
持体51aに取り付けられ、重錘支持体51aは板状の
吊りばね52を介して、ケース54内の密閉室58の天
井部に支持具53によって吊り下げられている。Tは従
来から周知の差動トランスで、その差動トランスコイル
57はケース54の密閉室58に固定されており、その
差動トランス鉄心56は、差動トランスコイル57の中
心軸Wに沿う状態で、重錘支持体51aに取り付けられ
ている。55は密閉室58に充填したダンパー用のオイ
ルで、重錘51や差動トランスTや、重錘支持体51a
はオイル55中に置かれている。そしてケース54は傾
斜を測定しようとする箇所の構築物の壁面に取り付ける
もので、地盤が傾斜すると、ケース54及びこれに固定
した差動トランスコイル57も傾き、これに対し重錘5
1及び差動トランス鉄心56は鉛直方向に吊り下げられ
た状態を維持するので、差動トランス鉄心56に対する
差動トランスコイル57の相対位置関係が変化する。そ
してこの変化に対応した電気信号が差動トランスコイル
57から出力され、この信号変化を測定して地盤の傾斜
変化を検知するものである。しかしこのような従来の傾
斜計では、全方向にわたって生じ得る地盤の傾斜の方向
とその度合いを検知するためには、2個の傾斜計を、そ
の各重錘51の振れ方向を違えて設置する必要がある上
に、差動トランス鉄心56と差動コイル57の関係位置
の調整が煩雑であった。
[0003] Conventionally, as this kind of inclinometer, a combination of a differential transformer and a pendulum as shown in FIG. 5 is also known. That is, 51 is a weight (a pendulum body) attached to the weight support 51 a, and the weight support 51 a is attached to the ceiling of the closed chamber 58 in the case 54 via the plate-shaped suspension spring 52. Hanged by. T is a well-known differential transformer, and its differential transformer coil 57 is fixed in a sealed chamber 58 of a case 54, and its differential transformer core 56 is in a state along the center axis W of the differential transformer coil 57. And attached to the weight support 51a. Reference numeral 55 denotes an oil for a damper filled in the closed chamber 58. The weight 51, the differential transformer T, and the weight support 51a
Are placed in oil 55. The case 54 is attached to the wall surface of the structure at the position where the inclination is to be measured. When the ground is inclined, the case 54 and the differential transformer coil 57 fixed thereto are also inclined, and the weight 5
1 and the differential transformer core 56 are kept suspended in the vertical direction, so that the relative positional relationship of the differential transformer coil 57 with respect to the differential transformer core 56 changes. Then, an electric signal corresponding to this change is output from the differential transformer coil 57, and this signal change is measured to detect a change in the inclination of the ground. However, in such a conventional inclinometer, two inclinometers are installed in different swing directions of the respective weights 51 in order to detect the direction and the degree of the inclination of the ground that can occur in all directions. In addition to the necessity, the adjustment of the relative position between the differential transformer core 56 and the differential coil 57 is complicated.

【0004】[0004]

【発明が解決しようとする課題】この発明は、このよう
な従来の水管式の傾斜装置や、差動トランス方式の傾斜
装置の構造上の難点を取り除き、1個の傾斜計を傾斜変
動測定箇所に簡単に設置して、地盤や構築物に生ずる何
れの方向の傾斜であっても、その傾斜変動量を測定し得
るようにするものである。
SUMMARY OF THE INVENTION The present invention eliminates the structural difficulties of such a conventional water tube type tilt device and a differential transformer type tilt device and replaces one inclinometer with a tilt variation measuring point. To easily measure the amount of change in the slope of the ground or the structure in any direction that occurs in the building.

【0005】[0005]

【課題を解決するための手段】この目的を達成するため
に、この発明の傾斜計は、いずれの方向にも振れる振り
子体の外周面にあって、この振り子体に想定した水平面
上で互いに直交し且つこの振り子体の鉛直支軸と交わる
X軸、Y軸の延長上でこの鉛直支軸から等距離にある二
つの位置に、それぞれ標点を設定し、この各標点に対し
間隙を介してそれぞれ対向しこの間隙の変位に感応して
電気的信号を出力する変位センサーを配設し、この変位
センサーで検出した前記二つの間隙の変位量を基に任意
の方向の傾斜角の変動量を測定するようにしたものであ
る。
In order to achieve this object, an inclinometer according to the present invention is provided on an outer peripheral surface of a pendulum body which can swing in any direction, and is orthogonal to each other on a horizontal plane assumed for the pendulum body. In addition, on the extension of the X-axis and the Y-axis intersecting with the vertical support axis of the pendulum body, a reference point is set at each of two positions equidistant from the vertical support axis. A displacement sensor that opposes each other and outputs an electrical signal in response to the displacement of the gap, and the amount of change in the inclination angle in an arbitrary direction based on the displacement of the two gaps detected by the displacement sensor. Is measured.

【0006】[0006]

【発明の実施の形態】この発明の傾斜計の基本的な実施
の形態は、上記のように、いずれの方向にも振れる振り
子体の外周面にあって、この振り子体に想定した水平面
上で互いに直交し且つこの振り子体の鉛直支軸と交わる
X軸、Y軸の延長上でこの鉛直支軸から等距離にある二
つの位置に、それぞれ標点を設定し、この各標点に対し
間隙を介してそれぞれ対向しこの間隙の変位に感応して
電気的信号を出力する変位センサーを配設し、前記変位
センサーで検出した前記二つの間隙の変位量を基に任意
の方向の傾斜角の変動量を測定するようにしたものであ
るが、その具体的実施例を以下に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A basic embodiment of an inclinometer according to the present invention is, as described above, on an outer peripheral surface of a pendulum body which can swing in any direction, and on a horizontal plane assumed for the pendulum body. A reference point is set at each of two positions that are orthogonal to each other and are equidistant from the vertical support axis on the X-axis and the Y-axis that intersect with the vertical support axis of the pendulum body. Displacement sensors that are opposed to each other through the gap and output an electric signal in response to the displacement of the gap are provided, and the inclination angle in an arbitrary direction is determined based on the displacement of the two gaps detected by the displacement sensor. The variation is measured, and a specific example thereof will be described below.

【0007】[0007]

【実施例】図1、図2において、1は円柱形の重錘、2
は重錘支持体、3はユニバーサル軸受の一種である球面
滑り軸受、4はオイルタンクで、重錘1は重錘支持体2
の下端に固着され、重錘支持体2の上端は、オイルタン
ク4の首部4aの上端に取り付けた球面滑り軸受3によ
って支持されている。そして重錘1は球面滑り軸受3を
支点として前後左右その他いずれの方向にも振れる振り
子体(いわゆる下げ振り式の振り子体)となっており、
重錘1はオイルタンク4内に配設されている。オイルタ
ンク4中にはオイル5が満たされており、重錘1はオイ
ル5中にあって、オイル5は重錘1の無用な振動を吸収
するダンパーの働きをする。円柱形の重錘1の円周面に
は、90度の角度を隔てて同じ高さ位置に二つの標点6
x,6yが取り付けられている。即ち、重錘1において
標点6x,6yを含む水平面Hを想定すると、その水平
面H上で重錘1の鉛直支軸Zにそれぞれ交わり且つ互い
に直交する軸X、軸Yの上にそれぞれ標点6xと標点6
yが位置し、標点6xと標点6yは鉛直支軸Zから等距
離にある。標点6xと標点6yは導電体で形成されてい
る。7x、7yは周知の渦電流式の変位センサーで、そ
れぞれ標点6x、6yに対し間隙d、d’を介して対向
しオイルタンク4の内周面に取り付けられている。渦電
流式の変位センサー7x、7yは前記間隙d、d’の大
きさに感応して電気的信号を出力する。この出力信号は
アンプ8によって増幅されてケーブル9を通じてコンピ
ュータ(図示せず)に送られ、コンピュータによって演
算処理されて重錘1が吊り下げられた箇所の傾斜の方向
と傾斜角の変動量が測定される。なお、10はこの傾斜
計の外匡でその上面に水準器11が設けられている。即
ち、傾斜を測定しようとする箇所の構築物の壁面に、重
錘1を内蔵した外匡10を取り付けるもので、地盤が沈
下あるいは隆起して地盤にいずれかの方向の傾斜が生じ
ると、その地盤上の構築物に取り付けられているオイル
タンク4も傾くが、重錘1は常に鉛直方向に垂下保持さ
れるので、標点6xと変位センサー7xの間の間隙d、
並びに標点6yと変位センサー7yの間の間隙d’の大
きさが変化し、変位センサー7x、7yにはそれぞれ間
隙d、d’の変化した大きさに対応した電気的出力信号
(そこに生じた傾斜の軸X方向の傾斜角度と軸Y方向の
傾斜角度にそれぞれ対応した出力信号)が生じ、この出
力信号がアンプ8を介してコンピュータに送られ、この
信号を基にコンピュータで演算してその箇所で生じた傾
斜変動の傾斜方向及び傾斜角度あるいは傾斜角の変動量
が算出されるものである。
1 and 2, reference numeral 1 denotes a cylindrical weight, 2
Is a weight support, 3 is a spherical slide bearing which is a kind of universal bearing, 4 is an oil tank, and weight 1 is a weight support 2
And an upper end of the weight support 2 is supported by a spherical slide bearing 3 attached to an upper end of a neck 4 a of an oil tank 4. The weight 1 is a pendulum body (a so-called downward pendulum type pendulum body) that can swing in any direction, such as front and rear, left and right, with the spherical slide bearing 3 as a fulcrum.
The weight 1 is disposed in the oil tank 4. The oil tank 4 is filled with the oil 5, and the weight 1 is in the oil 5, and the oil 5 functions as a damper for absorbing unnecessary vibration of the weight 1. On the circumferential surface of the cylindrical weight 1, two reference points 6 are placed at the same height with a 90-degree angle therebetween.
x, 6y are attached. That is, assuming a horizontal plane H including the reference points 6x and 6y in the weight 1, the reference points are respectively set on axes X and Y that intersect with the vertical support axis Z of the weight 1 on the horizontal plane H and are orthogonal to each other. 6x and mark 6
y is located, and the reference points 6x and 6y are equidistant from the vertical support axis Z. The reference points 6x and the reference points 6y are formed of a conductor. Reference numerals 7x and 7y denote well-known eddy current type displacement sensors, which are attached to the inner peripheral surface of the oil tank 4 so as to oppose the reference points 6x and 6y via gaps d and d ', respectively. The eddy current type displacement sensors 7x and 7y output electric signals in response to the sizes of the gaps d and d '. The output signal is amplified by an amplifier 8 and sent to a computer (not shown) through a cable 9, where the output signal is processed by the computer to measure the direction of inclination and the amount of change in the angle of inclination of the place where the weight 1 is suspended. Is done. Reference numeral 10 denotes an outer case of the inclinometer, and a level 11 is provided on the upper surface thereof. That is, an outer casing 10 having a built-in weight 1 is attached to a wall surface of a structure at a location where the inclination is to be measured. When the ground subsides or rises and the ground is inclined in any direction, the ground is The oil tank 4 attached to the upper structure also tilts, but since the weight 1 is always held vertically suspended, the gap d between the reference point 6x and the displacement sensor 7x,
In addition, the size of the gap d 'between the reference point 6y and the displacement sensor 7y changes, and the displacement sensors 7x and 7y output electrical output signals corresponding to the changed sizes of the gaps d and d' (there are output signals generated there). Output signals corresponding to the tilt angle in the axis X direction and the tilt angle in the axis Y direction), and this output signal is sent to the computer via the amplifier 8, and the computer calculates based on this signal. The inclination direction and the inclination angle of the inclination change occurring at that location or the amount of change in the inclination angle are calculated.

【0008】図3、図4はこの発明の傾斜計の他の実施
例を示している。図3、図4において、4はオイル5を
満たしたオイルタンクで、その下方に延びる首部4aの
下端に球面滑り軸受3が取り付けられている。12は円
柱形の浮き体で、浮き体12は浮き体連結部材13によ
って前記球面滑り軸受3に連結されている。浮き体12
はダンパー用のオイル5中に置かれて浮力が働いてお
り、浮き体12は球面滑り軸受3を支点として前後左右
その他いずれの方向にも振れる振り子体(いわゆる逆振
り式の振り子体)となっている。円柱形の浮き体12の
円周面には、90度、の角度を隔てて同じ高さ位置に二
つの標点6x,6yが取り付けられている。即ち、浮き
体12において標点6x,6yを含む水平面Hを想定す
ると、その水平面H上で浮き体12の鉛直支軸Zにそれ
ぞれ交わり且つ互いに直交する軸X、軸Yの上にそれぞ
れ標点6xと標点6yが位置し、標点6xと標点6yは
鉛直支軸Zから等距離にある。標点6xと標点6yは導
電体で形成されている。7x、7yは図1、図2に示し
たと同様の渦電流式の変位センサーで、それぞれ標点6
x、6yに対し間隙d、d’を介して対向しオイルタン
ク4の内周面に取り付けられている。渦電流式の変位セ
ンサー7x、7yは前記間隙d、d’の大きさに感応し
て電気的信号を出力する。この出力信号はアンプ8によ
って増幅されてケーブル9を通じてコンピュータ(図示
せず)に送られ、コンピュータによって演算処理されて
浮き体12が設置された箇所の傾斜の方向と傾斜角の変
動量が測定される。10はこの傾斜計の外匡でその上面
に水準器11が設けられている。そして傾斜を測定しよ
うとする箇所の構築物の壁面に、逆振り式の振り子とな
る浮き体12を内蔵した外匡10を取り付けておくと、
地盤が沈下あるいは隆起して地盤にいずれかの方向の傾
斜が生じた際に、その地盤上の構築物に取り付けられて
いるオイルタンク4も傾くが、浮き体12は浮力によっ
て鉛直方向に保持されるので、標点6xと変位センサー
7xの間の間隙d、並びに標点6yと変位センサー7y
の間の間隙d’の大きさが変化し、変位センサー7x、
7yにはそれぞれ間隙d、d’の変化した大きさに対応
した電気的出力信号(そこに生じた傾斜の軸X方向の傾
斜角度と軸Y方向の傾斜角度にそれぞれ対応した出力信
号)が生じ、この出力信号がアンプ8を介してコンピュ
ータに送られ、この信号を基にコンピュータで演算して
その箇所で生じた傾斜変動の傾斜方向及び傾斜角度ある
いは傾斜角の変動量が算出されるものである。
FIGS. 3 and 4 show another embodiment of the inclinometer according to the present invention. 3 and 4, reference numeral 4 denotes an oil tank filled with oil 5, and a spherical slide bearing 3 is attached to a lower end of a neck 4a extending below the oil tank. Reference numeral 12 denotes a cylindrical floating body, and the floating body 12 is connected to the spherical plain bearing 3 by a floating body connecting member 13. Floating body 12
Is placed in oil 5 for a damper to exert buoyancy, and the floating body 12 is a pendulum body (so-called reverse pendulum body) that can swing in any direction, such as front and rear, left and right, with the spherical slide bearing 3 as a fulcrum. ing. Two reference points 6x and 6y are attached to the circumferential surface of the cylindrical floating body 12 at the same height at an angle of 90 degrees. That is, assuming a horizontal plane H including the reference points 6x and 6y in the floating body 12, the reference points are respectively set on axes X and Y that intersect with the vertical support axis Z of the floating body 12 on the horizontal plane H and are orthogonal to each other. The reference point 6x and the reference point 6y are located, and the reference point 6x and the reference point 6y are equidistant from the vertical support axis Z. The reference points 6x and the reference points 6y are formed of a conductor. 7x and 7y are eddy current type displacement sensors similar to those shown in FIGS.
It is attached to the inner peripheral surface of the oil tank 4 so as to oppose x and 6y via the gaps d and d '. The eddy current type displacement sensors 7x and 7y output electric signals in response to the sizes of the gaps d and d '. The output signal is amplified by an amplifier 8 and sent to a computer (not shown) through a cable 9, where the output signal is processed by the computer to measure the direction of inclination and the amount of change in the inclination angle of the place where the floating body 12 is installed. You. Reference numeral 10 denotes an outer case of the inclinometer, and a level 11 is provided on an upper surface thereof. Then, when an outer casing 10 having a built-in floating body 12 serving as an inverted pendulum is attached to the wall surface of the structure at a location where the inclination is to be measured,
When the ground sinks or rises and the ground tilts in either direction, the oil tank 4 attached to the structure on the ground also tilts, but the floating body 12 is held vertically by buoyancy. Therefore, the gap d between the gauge 6x and the displacement sensor 7x, and the gauge 6y and the displacement sensor 7y
The size of the gap d ′ between the displacement sensors 7x,
7y, electrical output signals corresponding to the changed magnitudes of the gaps d and d '(output signals corresponding to the tilt angles in the X-axis direction and the Y-axis direction of the generated tilt) are generated. The output signal is sent to the computer via the amplifier 8, and based on this signal, the computer calculates the inclination direction and the inclination angle of the inclination change or the amount of change in the inclination angle generated at the point. is there.

【0009】また上記実施例において、重錘支持体2あ
るいは浮き体連結部材13の種類や、浮き体12の形状
・構造は、傾斜計の反応性や安定性に影響を及ぼすと考
えられるが、様々な試験の結果、重錘支持体2あるいは
浮き体連結部材13としては玉チェーン、浮き体12の
構造としては浮き体12に襞を付け下部を塩化ビニール
にすると良い結果が得られた。
In the above embodiment, the type of the weight support 2 or the floating body connecting member 13 and the shape and structure of the floating body 12 are considered to affect the reactivity and stability of the inclinometer. As a result of various tests, good results were obtained when the weight support 2 or the floating body connecting member 13 was a ball chain, and as the structure of the floating body 12, the floating body 12 was pleated and the lower portion was made of vinyl chloride.

【0010】[0010]

【発明の効果】上記の実施例から明らかなように、この
発明の傾斜計によれば、構造複雑で調整が煩雑な基準水
槽や鉛直水筒や水管配管や、差動トランス等を要せず、
単一の傾斜計を測定箇所に簡単に取り付けて、その箇所
で生じた何れの方向の傾斜でもその傾斜変動の方向と傾
斜角度を測定することができる。
As is apparent from the above embodiment, the inclinometer according to the present invention does not require a reference water tank, a vertical water cylinder, a water pipe piping, a differential transformer, etc., which are complicated in structure and complicated to adjust.
By simply attaching a single inclinometer to a measurement location, it is possible to measure the direction of tilt variation and the tilt angle for any tilt occurring at that location.

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

【図1】この発明の一実施例の傾斜計の内部を示す縦断
面図。
FIG. 1 is a longitudinal sectional view showing the inside of an inclinometer according to an embodiment of the present invention.

【図2】図1のII−II’線断面図。FIG. 2 is a sectional view taken along line II-II 'of FIG.

【図3】この発明の他の実施例の傾斜計の内部を示す縦
断面図。
FIG. 3 is a longitudinal sectional view showing the inside of an inclinometer according to another embodiment of the present invention.

【図4】図3のIV−IV’線断面図。FIG. 4 is a sectional view taken along the line IV-IV ′ of FIG. 3;

【図5】従来の傾斜計の内部を示す断面図。FIG. 5 is a sectional view showing the inside of a conventional inclinometer.

【符号の説明】[Explanation of symbols]

1 :重錘(振り子体) d
:間隙 2 :重錘支持体
d’:間隙 3 :球面滑り軸受(ユニバーサル軸受) H
:水平面 4 :オイルタンク T
:差動トランス 4a:オイルタンクの首部 W
:中心軸 5 :オイル X
:X軸 6x:標点 Y
:Y軸 6y:標点 Z
:鉛直支軸 7x:渦電流式の変位センサー 51 :重
錘(振り子体) 7y:渦電流式の変位センサー 51a:重
錘支持体 8 :アンプ 52 :吊
りばね 9 :ケーブル 53 :支
持具 10 :外匡 54 :
ケース 11 :水準器 55 :
オイル 12 :浮き体(逆振りの振り子体) 56 :
差動トランス鉄心 13 :浮き体連結部材 57 :
差動トランスコイル 58 :密閉室
1: Weight (pendulum) d
: Gap 2: weight support
d ': gap 3: spherical plain bearing (universal bearing) H
: Horizontal surface 4: Oil tank T
: Differential transformer 4a: Oil tank neck W
: Center axis 5 : Oil X
: X axis 6x: Marking point Y
: Y axis 6y: Marking point Z
: Vertical support shaft 7x: Eddy current type displacement sensor 51: Weight (pendulum) 7y: Eddy current type displacement sensor 51a: Weight support 8: Amplifier 52: Suspension spring 9: Cable 53: Support 10: Masayoshi Toku 54:
Case 11: Level 55:
Oil 12: Floating body (pendulum pendulum) 56:
Differential transformer core 13: Floating body connecting member 57:
Differential transformer coil 58: Closed room

───────────────────────────────────────────────────── フロントページの続き (72)発明者 夏川 亨介 大阪府大阪市淀川区西宮原1丁目8番29号 中央復建コンサルタンツ株式会社内 (72)発明者 蜂須賀 義文 大阪府吹田市寿町2丁目26番5号 綜合計 測株式会社内 (72)発明者 北後 征雄 大阪府大阪市淀川区西中島5丁目4番20号 ジェイアール西日本コンサルタンツ株式 会社内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Torusuke Natsukawa 1-29-29 Nishinohara, Yodogawa-ku, Osaka-shi, Osaka Inside Central Reconstruction Consultants Co., Ltd. (72) Inventor Yoshifumi Hachisuka 2-26 Kotobukicho, Suita-shi, Osaka No. 5 Within Sogo Sosoku Co., Ltd. (72) Inventor Seigo Kitago 5-4-20 Nishinakajima, Yodogawa-ku, Osaka-shi, Osaka JR West Japan Consultants Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項 1】 いずれの方向にも振れる振り子体の外
周面にあって、この振り子体に想定した水平面上で互い
に直交し且つこの振り子体の鉛直支軸と交わるX軸、Y
軸の延長上でこの鉛直支軸から等距離にある二つの位置
に、それぞれ標点を設定し、この各標点に対し間隙を介
してそれぞれ対向しこの間隙の変位に感応して電気的信
号を出力する変位センサーを配設し、前記変位センサー
で検出した前記二つの間隙の変位を基に任意の方向の傾
斜角の変動量を測定することを特徴とする傾斜計。
1. An X-axis and a Y-axis on an outer peripheral surface of a pendulum body that can swing in any direction, which are orthogonal to each other on a horizontal plane assumed for the pendulum body and intersect with a vertical support axis of the pendulum body.
On the extension of the axis, a reference point is set at each of two positions equidistant from the vertical support axis, and each of the reference points is opposed to the reference point via a gap, and an electric signal is generated in response to the displacement of the gap. A displacement sensor that outputs a tilt angle, and measures a variation amount of a tilt angle in an arbitrary direction based on a displacement of the two gaps detected by the displacement sensor.
【請求項 2】 重錘をユニバーサル軸受を介して吊り
下げ、この重錘の円周面に90度の角度を隔てて導電体
の標点を設置し、この各標点に対し間隙を介してそれぞ
れ対向しこの間隙の変位に感応して電気的信号を出力す
る渦電流式の変位センサーを配設し、前記変位センサー
で検出した前記間隙の変位を基に任意の方向の傾斜角の
変動量を測定することを特徴とする傾斜計。
2. A weight is suspended via a universal bearing, and a reference point of a conductor is set on the circumferential surface of the weight at an angle of 90 degrees. An eddy current type displacement sensor which opposes each other and outputs an electric signal in response to the displacement of the gap is provided, and a variation amount of the inclination angle in an arbitrary direction based on the displacement of the gap detected by the displacement sensor. An inclinometer characterized by measuring
【請求項 3】 オイル中に浮き体を配設し、この浮き
体をその下方のユニバーサル軸受に連結して前記浮き体
を逆振りの振り子体とし、この浮き体の円周面に90度
の角度を隔てて導電体の標点を設置し、この各標点に対
し間隙を介してそれぞれ対向しこの間隙の変位に感応し
て電気的信号を出力する渦電流式の変位センサーを配設
し、前記変位センサーで検出した前記間隙の変位を基に
任意の方向の傾斜角の変動量を測定することを特徴とす
る傾斜計。
3. A floating body is disposed in oil, and the floating body is connected to a universal bearing below the floating body to make the floating body a reverse pendulum body. Conductor reference points are set at an angle, and an eddy current type displacement sensor that opposes each of the reference points via a gap and outputs an electric signal in response to the displacement of the gap is provided. An inclinometer for measuring a variation amount of an inclination angle in an arbitrary direction based on a displacement of the gap detected by the displacement sensor.
JP09293114A 1997-09-17 1997-09-17 Inclinometer Expired - Fee Related JP3106355B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09293114A JP3106355B2 (en) 1997-09-17 1997-09-17 Inclinometer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09293114A JP3106355B2 (en) 1997-09-17 1997-09-17 Inclinometer

Publications (2)

Publication Number Publication Date
JPH1194546A true JPH1194546A (en) 1999-04-09
JP3106355B2 JP3106355B2 (en) 2000-11-06

Family

ID=17790617

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09293114A Expired - Fee Related JP3106355B2 (en) 1997-09-17 1997-09-17 Inclinometer

Country Status (1)

Country Link
JP (1) JP3106355B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008078519A1 (en) * 2006-12-26 2008-07-03 Mitsubishi Heavy Industries, Ltd. Spindle tilting detection device and machine tool provided with this
JP2010210481A (en) * 2009-03-11 2010-09-24 Audio Technica Corp Inclination detector and laser marker
JP2014106015A (en) * 2012-11-26 2014-06-09 Ihi Corp Horizontal monitor device and method for main steam line plug device
CN107238379A (en) * 2017-07-25 2017-10-10 四川省建筑科学研究院 Measuring for verticality method
CN114894136A (en) * 2022-04-25 2022-08-12 中广核工程有限公司 Double-containment inner shell displacement measuring system and measuring method
CN115638769A (en) * 2022-12-21 2023-01-24 西南交通大学 Slope inclination angle monitoring device and slope safety coefficient calculation method

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008078519A1 (en) * 2006-12-26 2008-07-03 Mitsubishi Heavy Industries, Ltd. Spindle tilting detection device and machine tool provided with this
KR101134204B1 (en) * 2006-12-26 2012-04-09 미츠비시 쥬고교 가부시키가이샤 Spindle tilting detection device and machine tool provided with this
US8545145B2 (en) 2006-12-26 2013-10-01 Mitsubishi Heavy Industries, Ltd. Spindle inclination detector and machine tool including the same
JP2010210481A (en) * 2009-03-11 2010-09-24 Audio Technica Corp Inclination detector and laser marker
JP2014106015A (en) * 2012-11-26 2014-06-09 Ihi Corp Horizontal monitor device and method for main steam line plug device
CN107238379A (en) * 2017-07-25 2017-10-10 四川省建筑科学研究院 Measuring for verticality method
CN114894136A (en) * 2022-04-25 2022-08-12 中广核工程有限公司 Double-containment inner shell displacement measuring system and measuring method
CN115638769A (en) * 2022-12-21 2023-01-24 西南交通大学 Slope inclination angle monitoring device and slope safety coefficient calculation method
CN115638769B (en) * 2022-12-21 2023-03-31 西南交通大学 Slope inclination angle monitoring device and slope safety coefficient calculation method

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