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JP3636893B2 - Link type displacement meter - Google Patents
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JP3636893B2 - Link type displacement meter - Google Patents

Link type displacement meter Download PDF

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Publication number
JP3636893B2
JP3636893B2 JP22233598A JP22233598A JP3636893B2 JP 3636893 B2 JP3636893 B2 JP 3636893B2 JP 22233598 A JP22233598 A JP 22233598A JP 22233598 A JP22233598 A JP 22233598A JP 3636893 B2 JP3636893 B2 JP 3636893B2
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Japan
Prior art keywords
end portion
displacement meter
cylindrical body
displacement
type displacement
Prior art date
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JP22233598A
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Japanese (ja)
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JP2000039316A (en
Inventor
達志 大田中
雄一 永野
泰弘 出口
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株式会社東京計測
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Priority to JP22233598A priority Critical patent/JP3636893B2/en
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Description

【0001】
【発明が属する技術分野】
本発明は、リンク型変位計、特に、計測個所の両端(不動点)間に中継ロッドを介して複数個を接続して、軌道近接工事、パイプルーフ工事、シールドトンネル工事及び山留め工事による近接構造物及び周辺地盤等の水平方向の変位と鉛直方向の変位を連続線上で計測できるようにしたリンク型変位計に関するものである。
【0002】
【従来の技術】
土木及び建築等の工事等において、掘削に伴う地盤の緩み、トンネル工事に伴う地盤の応力開放、その他の原因による周辺地盤及び近接構造物等の変状傾向は避けられない。
【0003】
前記掘削工事やトンネル工事等は、地盤に緩みを発生させ、地盤強度を減少させ、隣接地盤に対して応力開放により水平方向、鉛直方向の変位を発生させ、地盤の沈下、その他の変状となり、地盤を介して近接構造物に波及して影響を与えることが考えられる。
【0004】
これらの原因により発生する地盤変状を防止するために防護工事が行われているが、完全に変状をなくすことは不可能であった。従って、上記近接構造物の変状の監視は掘削工事及びトンネル工事等において必要であった。
【0005】
【発明が解決しようとする課題】
しかしながら、従来、上記変状の測定は「点」による測定が大半であった。この「点」による計測は、沈下計による鉛直方向の変位と、傾斜計による水平方向の傾きによるものが主であったが、全体の傾向を掴むことは困難であった。
【0006】
本発明は、上記の課題を解決するためのものであり、その目的とするところは種々の工事に伴う近接構造物及び周辺地盤等の変位を連続線上で計測できるようにしたリンク型変位計を提供することにある。
【0007】
【課題を解決するための手段】
上記目的を達成するため、本発明は、外端部に中継ロッドに対して周方向に90度毎に位相をズラして接続できる接続手段をそれぞれ備えた固定部及び受感部とからなり、該受感部は、固定部に枢動可能に支持された筒体内にあって、該筒体の枢動方向に追従できるバネ帯板と、該バネ帯板が感知した筒体の枢動方向の回転角を変位量に変換する手段とを備えてなることを特徴とし、中継ロッドを介在させて自由な長さに接続して工事周辺地盤及び近接構造物の水平方向の変位、水平及び鉛直方向の変位、鉛直方向の変位を連続線上で計測できるように構成した。
【0008】
また、請求項2に記載の発明は、前記バネ帯板は、基端部が固定部の内端部に固定され先端部が筒体の外端部に嵌合した芯部材の内端部に形成した台部に、筒体内の中心線を越えた状態で反り返るように突起を介して当接していることを特徴とし、バネ帯板の反り及びその復帰に伴う筒体の回転角がバネ弾性を利用して感度良く得られるとともに、バネ帯板の反り方向及び復帰方向の何れの回転角にも追従できるように構成した。
【0009】
前記バネ帯板の変位量は、前記バネ帯板の基部側に設置したヒズミゲージで求められるものである。
【0010】
【発明の実施の態様】
次に、本発明を添付図面に示す実施の態様に基づいて説明する。図1は本願変位計を示す一部切欠した斜視図、図2は本願変位計の固定部を分解した斜視図、図3は本願変位計を2個、感知方向を90°ズラして中継ロッドを介して接続した状態を示す略示的断面図、図4は本願変位計を軌道に沿って設置した場合の略示的平面図、図5は本願変位計を軌道に沿って設置した状態を示す側面断面図である。
【0011】
本願変位計1は、外端部に中継ロッドRとの接続手段2、3をそれぞれ備えた固定部4と受感部10とからなる。
【0012】
前記固定部4は、図2の如く、内端部4aの対向面(図面上では上下面)を切削して扁平面5、5を設けると共に、該内端部4aは扁平面5、5の中央を通るように縦割され、片面4a′を止めネジ6により離反可能に固定できるようになっている。
【0013】
前記固定部4に備えた中継ロッドRとの接続手段2は、固定部4の外端部4bを延出し、前記中継ロッドRの一端部R′に嵌入できるようにすると共に、該外端部4bと中継ロッドRの一端部R′とに止めネジ7を螺挿できるように対応するネジ穴8、9を設けてなる。
【0014】
前記ネジ穴8、9のうち、一方(図においては、ネジ穴9)は円周方向に四等配した位置に設け、中継ロッドと固定部との接続に際し、90°位相をズラせて接続できるようになっている。
【0015】
前記受感部10は、前記固定部4にピン15′を中心に枢動可能に支持された筒体12内に内蔵されている。前記ピン15′は筒体12の基端部12aに設けた二股片15、15と、前記固定部4の内端部4aの扁平面5、5との嵌合部を貫通してなる。
【0016】
前記筒体12内には、該筒体12の枢動方向の回転角を感知する手段11が備えられている。該感知手段11は、前記筒体12の枢動方向に追従できるバネ帯板19で構成している。該バネ帯板19の基端部19aは、前記固定部4の内端部4aに片面4a′を止めネジ6により固定する際に同時にこれらの間に挟持固定されている。
【0017】
前記バネ帯板19の先端部19bは、その片面に設けた突起20を介して、筒体12の外端部12bに嵌合した芯部材13の内端部13aに形成した台部21にバネ力により当接している。該芯部材13は筒体12に止めネジ14で一体的に固着されている。
【0018】
前記バネ帯板19は、前記筒体12が固定部4に対してピン15′を中心に、図3の矢印a方向、又はb方向に回転した場合において、その何れの回転角にも追従できるようにするため、前記突起20の高さ、或いは台部21の高さの調整により筒体内の中心線22を越えた状態で反り返らせている。
【0019】
前記受感部10に備えた中継ロッドRとの接続手段3は、前記芯部材13の外端部13bを延出し、前記中継ロッドRの他端部R″に嵌入できるようにすると共に、該外端部13bと中継ロッドRの他端部R″とに止めネジ16を螺挿できるように対応するネジ穴17、18を設けてなる。
【0020】
前記ネジ穴17、18のうち、一方(図においては、ネジ穴18)は円周方向に四等配した位置に設けられ、中継ロッドRの他端部R″と受感部10との接続に際し、90°位相をズラせて接続できるようになっている。
【0021】
前記筒体12内には、前記感知手段11が感知した筒体12の枢動方向の回転角を変位量に変換する手段23が備えられている。該変位変換手段23は前記バネ帯板19の基部側の裏面にヒズミゲージ24、25を支持部材24a、25aを介して設置してなる。
【0022】
前記ヒズミゲージ24、25は、前記バネ帯板19の初期セット位置を“0”として前記筒体12が、固定部4に対してピン15′を中心に回動したときの回転角を変位量として電気的に変換することができるものである。
【0023】
即ち、前記ヒズミゲージ24、25により得た値は、コンピューター(図示せず)を介して累積されグラフ化され記憶される。また、プリンタ(図示せず)を作動させてプリントアウトさせることも可能である。さらに、累積値をリアルタイムに工事現場の監視モニター(図示せず)に表示したり、鉄道などの信号基地へ情報信号として発信したりできることは勿論である。
【0024】
次に、本願変位計1の作用を説明する。
まず、線路近接部位の掘削工事に伴い地盤の緩み等により地盤変動が予測される軌道26の2つの不動点A、Bを画定し、該不動点A、B間に、図4の如く、中継ロッドRを介して本願変位計1を複数個接続する。この不動点A、Bの少なくとも一方は軸方向にはフリーになっている。
【0025】
しかして、前記中継ロッドRを、図5の如く、軌道26に支持部材27を介して軸方向にはフリーな状態にて固定する。なお、図中、28は路盤、29はマクラギ、30は砂利などのバラストである。
【0026】
本願変位計1を中継ロッドRを介して複数個を接続するに際し、水平方向のみの計測、水平方向と鉛直方向との計測、及び鉛直方向のみの計測ができるように配置することは可能である。
【0027】
しかして、前記不動点A、B間にて地盤の変動が生じた場合には、各本願変位計1は、固定部4にピン15′を中心に枢動可能に支持された筒体12内に備えた感知手段11(バネ帯板19)が筒体の枢動方向の回転角を感知し、その感知角を変位変換手段23(ヒズミゲージ24、25)で求めた値を出力する。
【0028】
前記値はコンピューターにより累積され、グラフ化され、記憶される。その情報はリアルタイムに工事現場の監視モニターに表示させることもでき、また、計測地点に接近中の列車に警報信号として発信することも可能となる。
【0029】
【発明の効果】
以上の如く、本発明は、外端部に中継ロッドに対して周方向に90度毎に位相をズラして接続できる接続手段をそれぞれ備えた固定部及び受感部とからなり、該受感部は、固定部に枢動可能に支持された筒体内にあって、該筒体の枢動方向に追従できるバネ帯板と、該バネ帯板が感知した筒体の枢動方向の回転角を変位量に変換する手段とを備えてなることを特徴としているから、中継ロッドを介在させて自由な長さに接続して工事周辺地盤及び近接構造物の水平方向の変位と鉛直方向の変位を連続線上で計測できる。しかも、中継ロッドを介して複数個を接続するに際し、水平方向のみの計測、水平方向と鉛直方向との計測、及び鉛直方向のみの計測ができるように配置することを可能である、などの優れた効果を奏する。
【0030】
また、請求項2に記載の発明は、前記バネ帯板は、基端部が固定部の内端部に固定され先端部が筒体の外端部に嵌合した芯部材の内端部に形成した台部に、筒体内の中心線を越えた状態で反り返るように突起を介して当接していることを特徴としているから、バネ帯板の反り及びその復帰に伴う筒体の回転角がバネ弾性を利用して感度良く得られるとともに、バネ帯板の反り方向及び復帰方向の何れの回転角にも追従できるという優れた効果を奏する。
【図面の簡単な説明】
【図1】本願変位計を示す一部切欠した斜視図である。
【図2】 本願変位計の固定部の分解した斜視図である。
【図3】本願変位計を2個、感知方向を90°ズラして中継ロッドを介して接続した状態を示す断面図である。
【図4】本願変位計を軌道に沿って設置した場合の略示的平面図である。
【図5】本願変位計を軌道に沿って設置した状態を示す側面断面図である。
【符号の説明】
1 本願変位計
2、3 接続手段
4 固定部
4a 固定部の内端部
4a′ 片面
4b 固定部の外端部
5 扁平面
6 止めネジ
7 止めネジ
8、9 ネジ穴
10 受感部
11 感知手段
12 筒体
12a 筒体の基端部
12b 筒体の外端部
13 芯部材
13a 芯部材の内端部
13b 芯部材の外端部
14 止めネジ
15 二股片
15′ ピン
16 止めネジ
17、18 ネジ穴
19 バネ帯板
19a バネ帯板の基端部
19b バネ帯板の先端部
20 突起
21 台部
22 中心線
23 変位変換手段
24、25 ヒズミゲージ
24a、25a 支持部材
26 軌道
27 支持部材
28 路盤
29 マクラギ
30 バラスト
R 中継ロッド
R′ 中継ロッドの一端部
R″ 中継ロッドの他端部
A、B 不動点
[0001]
[Technical field to which the invention belongs]
The present invention relates to a link-type displacement meter, in particular, a proximity structure by connecting a plurality of connecting points via both ends (fixed points) of a measurement point through a relay rod, a track roof construction, a pipe roof construction, a shield tunnel construction and a mountain retaining construction The present invention relates to a link type displacement meter capable of measuring a horizontal displacement and a vertical displacement of an object and surrounding ground on a continuous line.
[0002]
[Prior art]
In civil engineering and construction work, etc., the ground tends to loosen due to excavation, the stress relief of the ground due to tunnel construction, and the surrounding ground and nearby structures due to other causes are unavoidable.
[0003]
The excavation work and tunnel work, etc., cause the ground to loosen, reduce the strength of the ground, cause the horizontal and vertical displacements by releasing the stress on the adjacent ground, subsidize the ground, and other deformations. It can be considered that it affects the adjacent structure through the ground.
[0004]
Although protection work has been carried out to prevent ground deformation caused by these causes, it was impossible to completely eliminate the deformation. Therefore, monitoring of the deformation of the adjacent structure is necessary for excavation work and tunnel construction.
[0005]
[Problems to be solved by the invention]
However, conventionally, most of the measurement of the deformation has been a “point” measurement. This “point” measurement was mainly based on vertical displacement by a subsidometer and horizontal inclination by an inclinometer, but it was difficult to grasp the overall trend.
[0006]
The present invention is intended to solve the above-described problems, and the object of the present invention is to provide a link type displacement meter that can measure the displacement of adjacent structures and surrounding grounds accompanying various constructions on a continuous line. It is to provide.
[0007]
[Means for Solving the Problems]
In order to achieve the above object, the present invention comprises a fixing portion and a sensing portion each provided with a connecting means that can be connected to the outer end portion by 90 degrees in the circumferential direction with respect to the relay rod. The sensing part is in a cylinder that is pivotally supported by the fixed part, and can follow the pivoting direction of the cylinder, and the pivoting direction of the cylinder sensed by the spring band Means for converting the rotation angle of the structure into a displacement amount, and connecting to a free length via a relay rod, the horizontal displacement, horizontal and vertical of the ground around the construction and adjacent structures The displacement in the direction and the displacement in the vertical direction can be measured on a continuous line.
[0008]
Further, in the invention according to claim 2, the spring band plate is formed on the inner end portion of the core member whose base end portion is fixed to the inner end portion of the fixing portion and whose distal end portion is fitted to the outer end portion of the cylindrical body. It is characterized in that it is in contact with the formed base part through a protrusion so as to warp in a state exceeding the center line in the cylinder body, and the rotation angle of the cylinder body due to the warping of the spring band plate and its return is spring elastic Is obtained with good sensitivity and can follow any rotation angle in the warp direction and return direction of the spring strip .
[0009]
Displacement of the spring strip are those sought Hizumigeji installed in the base side of the spring strip.
[0010]
BEST MODE FOR CARRYING OUT THE INVENTION
Next, the present invention will be described based on embodiments shown in the accompanying drawings. 1 is a partially cutaway perspective view showing the displacement meter of the present application, FIG. 2 is an exploded perspective view of a fixed portion of the displacement meter of the present application, and FIG. 4 is a schematic cross-sectional view showing a state in which the present displacement meter is connected, FIG. 4 is a schematic plan view when the present displacement meter is installed along the track, and FIG. 5 is a diagram showing the state where the present displacement meter is installed along the track. It is side surface sectional drawing shown.
[0011]
The displacement meter 1 of the present application includes a fixing portion 4 and a sensing portion 10 each having connecting means 2 and 3 for connecting to the relay rod R at the outer end.
[0012]
As shown in FIG. 2, the fixing portion 4 is provided with flat surfaces 5 and 5 by cutting the opposing surfaces (upper and lower surfaces in the drawing) of the inner end portion 4 a, and the inner end portion 4 a It is vertically divided so as to pass through the center, and one side 4 a ′ can be fixed with a set screw 6 so as to be separated.
[0013]
The connecting means 2 with the relay rod R provided in the fixing portion 4 extends the outer end portion 4b of the fixing portion 4 so as to be fitted into one end portion R ′ of the relay rod R, and the outer end portion. Corresponding screw holes 8 and 9 are provided in 4b and one end R 'of the relay rod R so that a set screw 7 can be screwed.
[0014]
One of the screw holes 8, 9 (screw hole 9 in the figure) is provided at a position equally spaced in the circumferential direction, and is connected with a 90 ° phase shift when connecting the relay rod and the fixed portion. It can be done.
[0015]
The sensing part 10 is built in a cylindrical body 12 supported by the fixing part 4 so as to be pivotable about a pin 15 ′. The pin 15 ′ passes through a fitting portion between the forked pieces 15, 15 provided at the base end portion 12 a of the cylindrical body 12 and the flat surfaces 5, 5 of the inner end portion 4 a of the fixing portion 4.
[0016]
A means 11 for sensing the rotation angle of the cylindrical body 12 in the pivoting direction is provided in the cylindrical body 12. The sensing means 11 is composed of a spring strip 19 that can follow the pivoting direction of the cylindrical body 12. The base end portion 19 a of the spring band plate 19 is clamped and fixed between the inner end portion 4 a of the fixing portion 4 at the same time when the one surface 4 a ′ is fixed by the set screw 6.
[0017]
The distal end portion 19b of the spring band plate 19 is spring-loaded to a base portion 21 formed on the inner end portion 13a of the core member 13 fitted to the outer end portion 12b of the cylindrical body 12 through a protrusion 20 provided on one surface thereof. Abutting by force. The core member 13 is integrally fixed to the cylindrical body 12 with a set screw 14.
[0018]
The spring band plate 19 can follow any rotation angle when the cylindrical body 12 rotates with respect to the fixed portion 4 around the pin 15 'in the direction of arrow a or b in FIG. For this purpose, the height of the projection 20 or the height of the base 21 is adjusted to warp the cylinder 20 beyond the center line 22.
[0019]
The connecting means 3 with the relay rod R provided in the sensing part 10 extends the outer end portion 13b of the core member 13 so as to be fitted into the other end portion R ″ of the relay rod R, and Corresponding screw holes 17 and 18 are provided in the outer end portion 13b and the other end portion R ″ of the relay rod R so that the set screw 16 can be screwed.
[0020]
One of the screw holes 17 and 18 (in the figure, the screw hole 18) is provided at a position equally spaced in the circumferential direction, and the other end R ″ of the relay rod R and the sensing part 10 are connected. At this time, the connection can be made with the phase shifted by 90 °.
[0021]
Inside the cylinder 12, there is provided means 23 for converting the pivot angle of the cylinder 12 sensed by the sensing means 11 into a displacement amount. The displacement converting means 23 is constructed by installing strain gauges 24, 25 on the back side of the base side of the spring band plate 19 via support members 24a, 25a.
[0022]
The strain gauges 24, 25 have the initial set position of the spring strip 19 as “0” and the rotation angle when the cylindrical body 12 rotates about the pin 15 ′ with respect to the fixed portion 4 as a displacement amount. It can be converted electrically.
[0023]
That is, the values obtained by the strain gauges 24 and 25 are accumulated via a computer (not shown), graphed, and stored. It is also possible to print out by operating a printer (not shown). Furthermore, it is of course possible to display the accumulated value in real time on a monitoring monitor (not shown) at the construction site, or to transmit it as an information signal to a signal base such as a railway.
[0024]
Next, the operation of the present displacement meter 1 will be described.
First, two fixed points A and B of the track 26 where ground deformation is predicted due to loosening of the ground due to excavation work in the vicinity of the track are defined, and relaying between the fixed points A and B as shown in FIG. A plurality of the present displacement meters 1 are connected via the rod R. At least one of the fixed points A and B is free in the axial direction.
[0025]
Then, the relay rod R is fixed to the track 26 in a free state in the axial direction via the support member 27 as shown in FIG. In the figure, 28 is a roadbed, 29 is a sleeper, and 30 is a ballast such as gravel.
[0026]
When connecting a plurality of the displacement sensors 1 via the relay rod R, it is possible to arrange them so that only the horizontal direction, the horizontal and vertical directions, and the vertical direction can be measured. .
[0027]
Thus, when the ground changes between the fixed points A and B, each displacement meter 1 of the present application is placed in the cylindrical body 12 that is pivotally supported by the fixed portion 4 around the pin 15 '. The sensing means 11 (spring strip 19) included in the sensor senses the rotational angle of the cylinder in the pivoting direction, and outputs the value obtained by the displacement converting means 23 (strain gauges 24, 25).
[0028]
The values are accumulated by a computer, graphed and stored. The information can be displayed in real time on a monitoring monitor at the construction site, and can be transmitted as an alarm signal to a train approaching the measurement point.
[0029]
【The invention's effect】
As described above, the present invention comprises a fixing part and a sensing part each provided with connecting means that can be connected to the outer end part by 90 degrees in the circumferential direction with respect to the relay rod. The part is in a cylindrical body that is pivotally supported by the fixed part and can follow the pivoting direction of the cylindrical body, and the rotational angle of the cylindrical body sensed by the spring band plate Is provided with a means for converting the amount of displacement into a displacement amount, so that a horizontal length and a vertical displacement of the ground around the construction and adjacent structures can be connected to a free length via a relay rod. Can be measured on a continuous line. Moreover, when connecting a plurality via relay rods, it is possible to arrange so that only horizontal measurement, horizontal and vertical measurement, and vertical measurement can be performed. Has an effect.
[0030]
Further, in the invention according to claim 2, the spring band plate is formed on the inner end portion of the core member whose base end portion is fixed to the inner end portion of the fixing portion and whose distal end portion is fitted to the outer end portion of the cylindrical body. Since it is characterized in that it is in contact with the formed base part via a protrusion so as to be warped in a state exceeding the center line in the cylinder, the warp of the spring band plate and the rotation angle of the cylinder accompanying its return both the obtained high sensitivity by utilizing the spring elasticity, an excellent effect of being able to follow in any angle of rotation of the warp direction and the return direction of the spring strip.
[Brief description of the drawings]
FIG. 1 is a partially cutaway perspective view showing a displacement meter of the present application.
FIG. 2 is an exploded perspective view of a fixing portion of the present displacement meter.
FIG. 3 is a sectional view showing a state in which two displacement meters of the present application are connected via a relay rod with a sensing direction shifted by 90 °.
FIG. 4 is a schematic plan view when the present displacement meter is installed along a track.
FIG. 5 is a side sectional view showing a state in which the displacement meter of the present application is installed along a track.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Displacement meter 2, 3 Connection means 4 Fixed part 4a Inner end part 4a 'of fixed part Single side 4b Outer end part of fixed part 5 Flat surface 6 Set screw 7 Set screw 8, 9 Screw hole 10 Sensitive part 11 Sensing means 12 cylinder 12a cylinder base end 12b cylinder outer end 13 core member 13a core member inner end 13b core member outer end 14 set screw 15 bifurcated piece 15 'pin 16 set screw 17, 18 screw Hole 19 Spring strip 19a Spring strip base end 19b Spring strip distal end 20 Protrusion 21 Base 22 Center line 23 Displacement conversion means 24, 25 Strain gauge 24a, 25a Support member 26 Track 27 Support member 28 Roadbed 29 Sleeper 30 Ballast R Relay rod R ′ One end R ″ of relay rod The other end A, B of the relay rod Fixed point

Claims (2)

外端部に中継ロッドに対して周方向に90度毎に位相をズラして接続できる接続手段をそれぞれ備えた固定部及び受感部とからなり、該受感部は、固定部に枢動可能に支持された筒体内にあって、該筒体の枢動方向に追従できるバネ帯板と、該バネ帯板が感知した筒体の枢動方向の回転角を変位量に変換する手段とを備えてなることを特徴とするリンク型変位計。The outer end portion is composed of a fixing portion and a sensing portion each having connecting means that can be connected to the relay rod with a phase shift of 90 degrees in the circumferential direction. The sensing portion pivots on the fixing portion. A spring band plate that can be supported in the pivoting direction of the cylindrical body, and means for converting the rotation angle of the cylindrical body sensed by the spring band plate into a displacement amount; A link-type displacement meter characterized by comprising: 前記バネ帯板は、基端部が固定部の内端部に固定され、先端部が筒体の外端部に嵌合した芯部材の内端部に形成した台部に、筒体内の中心線を越えた状態で反り返るように突起を介して当接していることを特徴とする請求項1に記載のリンク型変位計。  The spring band plate has a base end portion fixed to the inner end portion of the fixing portion and a distal end portion formed on the inner end portion of the core member that is fitted to the outer end portion of the cylindrical body. 2. The link type displacement meter according to claim 1, wherein the link type displacement meter is in contact with each other through a protrusion so as to warp in a state of exceeding the line.
JP22233598A 1998-07-22 1998-07-22 Link type displacement meter Expired - Lifetime JP3636893B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22233598A JP3636893B2 (en) 1998-07-22 1998-07-22 Link type displacement meter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22233598A JP3636893B2 (en) 1998-07-22 1998-07-22 Link type displacement meter

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JP2000039316A JP2000039316A (en) 2000-02-08
JP3636893B2 true JP3636893B2 (en) 2005-04-06

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Cited By (1)

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JP4671994B2 (en) * 2007-08-27 2011-04-20 東日本旅客鉄道株式会社 Measurement management method of link displacement meter
JP5363048B2 (en) * 2008-08-20 2013-12-11 Jfeスチール株式会社 Measurement method of accumulated strain in roadbed
CN104142135B (en) * 2013-09-13 2017-01-25 同济大学 Method and device for monitoring horizontal displacement of tunnel based on wireless tilt sensors
JP7246883B2 (en) * 2018-09-13 2023-03-28 株式会社大林組 Underground Displacement Meter and Underground Displacement Calculation Method

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Publication number Priority date Publication date Assignee Title
CN107727055A (en) * 2017-10-13 2018-02-23 河南理工大学 A kind of gas pumping tube lifetime detecting system based on foil gauge

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