JP2001201334A - Displacement measuring device - Google Patents
Displacement measuring deviceInfo
- Publication number
- JP2001201334A JP2001201334A JP2000011769A JP2000011769A JP2001201334A JP 2001201334 A JP2001201334 A JP 2001201334A JP 2000011769 A JP2000011769 A JP 2000011769A JP 2000011769 A JP2000011769 A JP 2000011769A JP 2001201334 A JP2001201334 A JP 2001201334A
- Authority
- JP
- Japan
- Prior art keywords
- displacement
- sensor
- measuring device
- measurement
- displacement measuring
- 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
Links
- 238000006073 displacement reaction Methods 0.000 title claims abstract description 162
- 239000000463 material Substances 0.000 claims abstract description 20
- 230000005540 biological transmission Effects 0.000 claims abstract description 14
- 238000005259 measurement Methods 0.000 claims description 38
- 239000011435 rock Substances 0.000 claims description 28
- 238000010276 construction Methods 0.000 description 2
- 238000012544 monitoring process Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 102100032566 Carbonic anhydrase-related protein 10 Human genes 0.000 description 1
- 101000867836 Homo sapiens Carbonic anhydrase-related protein 10 Proteins 0.000 description 1
- 101001094026 Synechocystis sp. (strain PCC 6803 / Kazusa) Phasin PhaP Proteins 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Testing Or Calibration Of Command Recording Devices (AREA)
- Geophysics And Detection Of Objects (AREA)
- A Measuring Device Byusing Mechanical Method (AREA)
- Measurement Of Length, Angles, Or The Like Using Electric Or Magnetic Means (AREA)
- Length Measuring Devices With Unspecified Measuring Means (AREA)
Abstract
(57)【要約】
【課題】 同軸方向の独立した3個の変位を計測する場
合であっても1台の変位センサで計測できる変位計測装
置を提供する。
【解決手段】 変位計測装置は3本の変位伝達ロッド2
3の端部にスプリング24で付勢された面材25を圧着
する。3本の変位伝達ロッド23は同一円周上にあって
孔井軸方向に平行に配列されており、これと平行な円周
上に位置する変位計測ピン26を面材25の反対面に圧
着する。変位計測ピン26は、軸方向移動が可能で軸中
心に配設する回転体27の端部に突設する。この回転体
27もスプリング28により面材25方向に押圧されて
いる。変位計測ピン26の回転に伴って軸方向に応動す
る回転体27はその軸方向変位を回転しない1台の変位
センサ29に伝達する。
(57) [Problem] To provide a displacement measuring device that can measure with one displacement sensor even when measuring three independent displacements in the coaxial direction. SOLUTION: The displacement measuring device has three displacement transmitting rods 2.
The face material 25 urged by the spring 24 is crimped to the end of 3. The three displacement transmission rods 23 are arranged on the same circumference in parallel with the borehole axis direction, and the displacement measuring pins 26 located on the circumference parallel to this are pressed against the opposite surface of the face material 25. I do. The displacement measuring pin 26 is provided at an end of a rotating body 27 that is axially movable and is disposed at the center of the shaft. The rotating body 27 is also pressed in the direction of the face material 25 by the spring 28. The rotating body 27 that responds in the axial direction with the rotation of the displacement measuring pin 26 transmits the axial displacement to one displacement sensor 29 that does not rotate.
Description
【0001】[0001]
【発明の属する技術分野】この発明は、土木工学分野又
は地球物理学分野における岩盤内構造物の安定設計施工
のための岩盤挙動計測、岩盤材料の破壊進展検知のため
の挙動監視あるいは地震防災のための断層挙動モニタに
関連した岩盤内不連続面の相対的変位を計測するための
変位計測装置に関する。The present invention relates to the measurement of rock behavior for stable design and construction of rock internal structures in the field of civil engineering or geophysics, the monitoring of behavior for detecting the destruction of rock material, and the monitoring of earthquake disaster prevention. Measuring device for measuring relative displacement of discontinuous surface in rock mass related to fault behavior monitor.
【0002】[0002]
【従来の技術】岩盤内に存在する亀裂、ジョイントなど
の不連続面の挙動を的確に計測するためには、空洞や坑
道による緩み領域の影響を被る岩盤面近傍を回避した岩
盤内で計測すると共に、不連続面内における変位ベクト
ルとその開口を評価する三次元的な計測が不可欠とされ
ているが、従来からの実用技術では計測できなかった。2. Description of the Related Art In order to accurately measure the behavior of a discontinuous surface such as a crack or a joint existing in a rock, the measurement is performed in the rock avoiding the vicinity of the rock surface which is affected by a loose area due to a cavity or a tunnel. At the same time, three-dimensional measurement for evaluating the displacement vector and its opening in the discontinuous plane is considered to be indispensable, but it has not been possible to measure with conventional practical techniques.
【0003】岩盤内の孔井において唯一計測を実現する
不連続面の三次元変位計は、図8に示すように、不連続
面104を挟む岩盤102に夫々固定する前部構造体1
06と後部構造体107とを有しており、前部構造体1
06は互いに直交する3枚の計測面108を後端に備
え、後部構造体107は各計測面108に夫々対向する
3個の変位センサ110を前端に備えるもので、三次元
変位計101はこれら3組の計測面108と変位センサ
110の組合せによって前部構造体106と後部構造体
107の相対的な変位を検出する構成であった。As shown in FIG. 8, a three-dimensional displacement gauge of a discontinuous surface which only realizes measurement at a well in a rock is a front structure 1 which is fixed to a rock 102 sandwiching a discontinuous surface 104, respectively.
06 and the rear structure 107, and the front structure 1
Reference numeral 06 denotes three measurement surfaces 108 orthogonal to each other at the rear end, and the rear structure 107 includes three displacement sensors 110 at the front end facing the respective measurement surfaces 108, and the three-dimensional displacement meter 101 In this configuration, the relative displacement between the front structure 106 and the rear structure 107 is detected by a combination of three sets of measurement surfaces 108 and displacement sensors 110.
【0004】[0004]
【発明が解決しようとする課題】しかし、従来の三次元
変位計101は、各計測面108に対応して別個の変位
センサ110を設置しなければならずセンサ配置が複雑
になる欠点があった。又変位センサ110は各計測面1
08と直交する方向にセンサ軸を配置していたため、孔
井103の直径に対する変位計測範囲は利用する変位セ
ンサ110に拘束されてしまうと共に適用できる孔径に
も限界があった。特にトンネル開削や空洞建設現場で多
用される直径43mm程度のロックボルト孔には適用不
可能であった。However, the conventional three-dimensional displacement meter 101 has a disadvantage in that a separate displacement sensor 110 must be installed corresponding to each measurement surface 108, and the sensor arrangement is complicated. . The displacement sensor 110 is provided on each measurement surface 1
Since the sensor axis is arranged in a direction perpendicular to 08, the displacement measurement range with respect to the diameter of the well 103 is restricted by the displacement sensor 110 to be used, and the applicable hole diameter is limited. In particular, it cannot be applied to a lock bolt hole having a diameter of about 43 mm, which is frequently used in tunnel excavation and a cavity construction site.
【0005】又、岩盤内に設置する変位センサ110
は、センサ自体とその取付構造材料の温度変化に伴う熱
膨張によって計測データが影響を被るので、その信頼性
に課題があった。Also, a displacement sensor 110 installed in a rock mass
Has a problem in reliability because measurement data is affected by thermal expansion of the sensor itself and its mounting structure material due to temperature changes.
【0006】この発明は、上記課題を解決し、同軸方向
の独立した3個の変位を計測する場合であっても1台の
変位センサで計測でき、センサ配置が簡易な変位計測装
置を提供することを目的としている。又岩盤内の直径5
0mm以下の小孔井であっても孔井半径方向の変位が計
測でき、しかも計測範囲が広い変位計測装置を提供する
ことを目的としている。又岩盤内の温度変化が生じても
計測変位データを補正できる温度補償の機能を備えた変
位計測装置を提供することを目的としている。SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems, and provides a displacement measuring device which can measure even three independent displacements in a coaxial direction with a single displacement sensor and which has a simple sensor arrangement. It is intended to be. In addition, diameter 5 in the bedrock
It is an object of the present invention to provide a displacement measuring device capable of measuring a displacement in a radial direction of a well, even in a small borehole of 0 mm or less, and having a wide measurement range. It is another object of the present invention to provide a displacement measuring device having a temperature compensation function capable of correcting measured displacement data even when a temperature change occurs in the rock.
【0007】[0007]
【課題を解決するための手段】上記課題を解決するた
め、請求項1記載の変位計測装置は、同一円周上にあっ
て同軸方向に配列する3本の変位伝達ロッドと、この3
本の変位伝達ロッドに当接して安定的に保持される面材
と、前記円周と平行な円周上を回転する変位計測ピン
と、この変位計測ピンの先端が前記面材に常に接触する
よう押圧する弾性部材と、前記変位計測ピンの軸方向変
位を計測する変位センサを備えることを特徴とするもの
である。According to a first aspect of the present invention, there is provided a displacement measuring device comprising: three displacement transmitting rods arranged on the same circumference and arranged in a coaxial direction;
A surface material that is stably held in contact with the displacement transmission rod, a displacement measuring pin that rotates on a circumference parallel to the circumference, and a tip of the displacement measurement pin always contacts the surface material. An elastic member for pressing, and a displacement sensor for measuring an axial displacement of the displacement measuring pin are provided.
【0008】変位伝達ロッドは異なる3箇所の変位を直
接又は方向変換した後、同一軸方向に表示するもので、
このロッドの延長線上に変位計測ピンが位置し得るよう
に両者の取付位置を調整する。面材は3本のロッドで安
定的に保持されるようロッド側に付勢する。変位計測ピ
ンは、軸方向移動が可能で軸中心に配設する回転体の端
部に突設し、この回転体も弾性部材により面材方向に付
勢されている。このため変位計測ピンは面材表面に常に
接触しつつ回転し、各ロッドの変位に対応した円周上の
三点の変位を計測する。変位計測ピンの回転に伴って軸
方向に応動する回転体はその軸方向変位を回転しない1
台の変位センサに伝達する。[0008] The displacement transmission rod is for displaying the displacement in three different places directly or after changing the direction, and then displaying the displacement in the same axial direction.
The mounting positions of the two are adjusted so that the displacement measuring pin can be positioned on the extension of the rod. The face material is urged toward the rod side so as to be stably held by the three rods. The displacement measuring pin is axially movable and protrudes from an end of a rotating body disposed at the center of the shaft. This rotating body is also urged in the direction of the face material by an elastic member. For this reason, the displacement measuring pin rotates while always in contact with the surface of the face material, and measures the displacement of three points on the circumference corresponding to the displacement of each rod. The rotating body that responds in the axial direction with the rotation of the displacement measuring pin does not rotate its axial displacement.
It is transmitted to the displacement sensor of the table.
【0009】請求項2記載の変位計測装置の変位センサ
は、センサ軸を孔井軸方向に配置するものであって、下
辺先端部を軸支して上辺先端部を前記計測面に当接し側
辺下端部をセンサ軸に連結する略コ字状のカンチレバー
測定アームを備え孔井軸に直交する二方向以上の半径方
向変位を計測することを特徴とするものである。According to a second aspect of the present invention, there is provided a displacement sensor, wherein a sensor shaft is arranged in a well axis direction, and a lower end portion is pivotally supported, and an upper end portion is in contact with the measurement surface. It has a substantially U-shaped cantilever measuring arm connecting the lower end of the side to the sensor axis, and measures radial displacement in two or more directions perpendicular to the well axis.
【0010】この変位計測装置は、岩盤内の直径50m
m以下の小孔井に設置して亀裂など不連続面を挟む両岩
盤の相対変化を三次元的に計測するため、一方の岩盤孔
井に固定する前部構造体の互いに直交する少なくとも三
面の計測面と、他方の岩盤孔井に固定する後部構造体に
あって前記計測面に直交する少なくとも三方向の変位を
計測するものである。[0010] This displacement measuring device is used for measuring a diameter of 50 m in a bedrock.
m in order to measure three-dimensionally the relative change between the two rocks that sandwich a discontinuous surface such as a crack by installing them in a small well that is smaller than or equal to at least three orthogonal surfaces of the front structure fixed to one rock well. The displacement is measured in at least three directions orthogonal to the measurement surface in a measurement surface and a rear structure fixed to the other rock well.
【0011】2枚以上の略コ字状のカンチレバー測定ア
ームは相互にずらしながら交差した状態で配置する。半
径方向の変位はカンチレバーの上辺の移動量として現れ
るが、同時に側辺が孔井軸方向に移動することにより軸
方向に配置した変位センサによっても計測可能となる。Two or more substantially U-shaped cantilever measuring arms are arranged so as to cross each other while being shifted from each other. The displacement in the radial direction appears as the amount of movement of the upper side of the cantilever, but can also be measured by a displacement sensor arranged in the axial direction by simultaneously moving the side in the well axis direction.
【0012】この移動量は下辺先端部支点からの距離に
比例することになるので変位量を縮小することができ
る。従って変位センサの計測範囲より大きなカンチレバ
ー変位を小孔井内において計測することが可能になる。
なお、この変位量変換操作は軸方向変位を計測する変位
センサにも適用可能である。Since the amount of movement is proportional to the distance from the fulcrum at the tip of the lower side, the amount of displacement can be reduced. Therefore, it becomes possible to measure a cantilever displacement larger than the measurement range of the displacement sensor in the small borehole.
This displacement amount conversion operation is also applicable to a displacement sensor that measures an axial displacement.
【0013】この変位計測装置において、軸方向変位と
半径方向変位を3本の変位伝達ロッドの動きに変換すれ
ば請求項1記載の変位センサを用いることが可能とな
る。In this displacement measuring device, if the axial displacement and the radial displacement are converted into the movement of three displacement transmitting rods, the displacement sensor according to claim 1 can be used.
【0014】請求項3記載の変位計測装置は、前部構造
体に温度センサを配置すると共に、変位センサとして通
常の温度変化において影響を被らない差動トランス式変
位センサを用いることを特徴とするものである。岩盤内
の温度変化が材料の熱膨張によって計測データに及ぼす
影響を補正するため、検出した温度変化に補正係数を乗
じて計測変位データを直ちに補正する。According to a third aspect of the present invention, a temperature sensor is disposed on the front structure, and a differential transformer type displacement sensor which is not affected by a normal temperature change is used as the displacement sensor. Is what you do. In order to correct the influence of the temperature change in the rock on the measurement data due to the thermal expansion of the material, the measured displacement data is immediately corrected by multiplying the detected temperature change by a correction coefficient.
【0015】[0015]
【発明の実施の形態】次にこの発明の実施の形態を添付
図面に基づき詳細に説明する。図1は岩盤内不連続面の
三次元変形を計測するため、変位計測装置を設置する一
例を示すもので、変位計測装置1は、岩盤2内に直径5
0mm以下の小孔井3(例えばφ43mm又はφ46m
m)を削孔し、亀裂などの不連続面4を挟む両岩盤に固
定する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, embodiments of the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 shows an example in which a displacement measuring device is installed to measure three-dimensional deformation of a discontinuous surface in a rock.
Small borehole 3 of 0 mm or less (for example, φ43 mm or φ46 m
m) is drilled and fixed to both rocks sandwiching a discontinuous surface 4 such as a crack.
【0016】変位計測装置1は、図2に示すように不連
続面4を挟んだ一方の岩盤2a内に固定手段5によって
固定設置された前部構造体6と、他方の岩盤2b内に同
様な固定手段5によって固定設置された後部構造体7を
有する。この後部構造体7は前部構造体6とは分離した
部材であるが相互に接触した状態で設置される。As shown in FIG. 2, the displacement measuring device 1 has a front structure 6 fixed and installed by a fixing means 5 in one rock 2a sandwiching a discontinuous surface 4, and a similar structure in the other rock 2b. And a rear structure 7 fixed and installed by a simple fixing means 5. The rear structure 7 is a member separate from the front structure 6, but is installed in a state of being in contact with each other.
【0017】前部構造体6は、先端が縮径する筒状部材
であって、その後端に平坦で互いに直角に交差する三面
の計測面8を有する。一方後部構造体7も筒状部材であ
ってその先端には各計測面8に垂直に対向する三軸方向
に1本の棒状測定子9aと2枚の略コ字状測定子9b,
9cを設け、夫々が三台の変位センサ10に夫々接続し
ている。The front structure 6 is a cylindrical member whose tip is reduced in diameter, and has three measurement surfaces 8 at its rear end which are flat and intersect at right angles to each other. On the other hand, the rear structure 7 is also a cylindrical member, and at the tip thereof, one bar-shaped measuring element 9a and two substantially U-shaped measuring elements 9b in three axial directions perpendicular to each measuring surface 8 are provided.
9c are provided, each of which is connected to three displacement sensors 10 respectively.
【0018】固定手段5は、各構造体6,7の径方向を
横断する固定ピン5aと、筒状部材の外面に設ける固定
ガイド5bからなり、固定ピン5aに圧力ライン5cを
介して油圧力を供給し、各構造体6,7を一体化した変
位計測装置1として孔井3内に挿入固定する。なお、各
構造体6,7の間隙部分に孔井3内の地下水が浸入しな
いよう、自在に変形する耐水部材としての防水シール1
1が取付けられ計測面8や変位センサ10を防護してい
る。The fixing means 5 comprises a fixing pin 5a which crosses the radial direction of each of the structural bodies 6, 7 and a fixing guide 5b provided on the outer surface of the cylindrical member, and the hydraulic pressure is applied to the fixing pin 5a via a pressure line 5c. Is supplied and inserted into the well 3 as the displacement measuring device 1 in which the structures 6 and 7 are integrated. A waterproof seal 1 as a water-resistant member that is freely deformed so that groundwater in the well 3 does not enter the gaps between the structures 6 and 7.
1 protects the measurement surface 8 and the displacement sensor 10.
【0019】次に変位計測部の詳細を図3乃至図6に基
づき説明する。図3は変位計測装置の中心部拡大断面
図、図4、図5及び図6は夫々図3のIV−IV断面、V−
V断面、VI−VI断面を示す各断面図である。前部構造体
6の計測面8は孔井軸直交面8aと、これの後方垂直方
向に延長固定した互いに直角に交差する2枚の孔井軸平
行面8b,8cからなる。Next, details of the displacement measuring section will be described with reference to FIGS. FIG. 3 is an enlarged sectional view of a central portion of the displacement measuring device, and FIGS. 4, 5, and 6 are sectional views taken along line IV-IV of FIG.
It is each sectional drawing which shows V section and VI-VI section. The measurement surface 8 of the front structure 6 is composed of a well axis orthogonal surface 8a and two well axis parallel surfaces 8b and 8c extending perpendicularly to the rear and intersecting at right angles to each other.
【0020】一方後部構造体7の支持基台12に孔井軸
方向に配置する変位センサ10は差動トランス式変位セ
ンサ(LVDT)であって、夫々差動トランス部10a
と、スプリング10bにより前部構造体6方向に付勢さ
れている変位伝達ロッド10cとを有する。この変位伝
達ロッド10cの移動によりその先端部に形成するコア
10dが差動トランス部10a内を移動し、比例的に変
化する2次信号を検波して直流信号として出力すること
により計測面8の変位を検出する。On the other hand, the displacement sensor 10 arranged on the support base 12 of the rear structure 7 in the borehole axis direction is a differential transformer type displacement sensor (LVDT).
And a displacement transmission rod 10c urged in the direction of the front structure 6 by a spring 10b. Due to the movement of the displacement transmission rod 10c, a core 10d formed at the tip thereof moves in the differential transformer section 10a, detects a proportionally changing secondary signal, and outputs it as a DC signal, thereby obtaining a DC signal. Detect displacement.
【0021】差動トランス部10aは、接続ライン13
及びリレー制御スイッチ14を介して増幅器15に接続
し、信号ライン16により図示しない外部の制御装置に
つながっている。The differential transformer 10a is connected to the connection line 13
And an amplifier 15 via a relay control switch 14 and a signal line 16 to an external control device (not shown).
【0022】計測面8の孔井軸平行面8b,8cに当接
する略コ字状測定子9b,9cは、計測面8にその先端
を当接する上辺17と、変位伝達ロッド10cの先端部
に形成する環状部10eに下端部を連結する側辺18
と、ピン20によりその下端を回動自在に支持される下
辺19とを有し、孔井半径方向の変位を孔井軸方向の動
きに変換する。2枚の略コ字状測定子9b,9cは交差
した状態で配置することができるので装置の小型化が可
能となる。The substantially U-shaped tracing stylus 9b, 9c abutting on the bore well axis parallel surface 8b, 8c of the measuring surface 8 has an upper side 17 abutting its tip against the measuring surface 8 and a tip end of the displacement transmitting rod 10c. Side 18 connecting lower end to annular portion 10e to be formed
And a lower side 19 whose lower end is rotatably supported by a pin 20 and converts displacement in the borehole radial direction into movement in the borehole axial direction. Since the two substantially U-shaped tracing styluses 9b and 9c can be arranged in an intersecting state, the size of the device can be reduced.
【0023】又孔井軸直交面8aに当接する棒状測定子
9aは、その後端に形成する環状部9dを板材21にヒ
ンジ結合する。板材21はピン20によりその下端を回
動自在に支持される部材で、ピン20の上方に変位伝達
ロッド10cの環状部10eを連結する。Further, the bar-shaped measuring element 9a abutting on the surface 8a orthogonal to the borehole axis has an annular portion 9d formed at its rear end hinged to the plate 21. The plate member 21 is a member whose lower end is rotatably supported by the pin 20, and connects the annular portion 10 e of the displacement transmission rod 10 c above the pin 20.
【0024】これら変位伝達ロッド10cの移動量は各
支点からの距離に比例することになるので、計測点より
近い位置に取り付ければ変位量を縮小することができ
る。例えば孔井軸方向±10mmの変位を±2mmに、
孔井半径方向±6mmの変位を±2mmに変換すること
ができる。即ち変位センサ10の計測範囲より大きなカ
ンチレバー変位を小孔井3内において計測することが可
能になる。Since the displacement of the displacement transmission rod 10c is proportional to the distance from each fulcrum, the displacement can be reduced by mounting the displacement transmission rod 10c closer to the measurement point. For example, the displacement of the borehole axis direction ± 10 mm to ± 2 mm,
A displacement of ± 6 mm in the borehole radial direction can be converted to ± 2 mm. That is, a cantilever displacement larger than the measurement range of the displacement sensor 10 can be measured in the small borehole 3.
【0025】変位センサ10を収納する後部構造体7の
支持基台12前方には温度センサ22を付設する。この
温度センサ22は長期間計測モニタにおける岩盤2内の
温度変化が計測データに及ぼす影響を回避するためのも
ので、温度変化に伴う変形を材料の線膨張係数を用いて
簡便に補正する。なお変位センサ10に用いるLVDT
は通常の温度変化において影響が小さいものを採用す
る。A temperature sensor 22 is provided in front of the support base 12 of the rear structure 7 that houses the displacement sensor 10. The temperature sensor 22 is for avoiding the influence of the temperature change in the rock 2 on the measurement data on the measurement data in the long-term measurement monitor, and simply corrects the deformation accompanying the temperature change by using the linear expansion coefficient of the material. The LVDT used for the displacement sensor 10
Adopts the one that has little effect on the normal temperature change.
【0026】次に変位センサを1台とする別の実施形態
を図7に基づき説明する。図7に示す変位計測装置は、
3本の変位伝達ロッド23の端部にスプリング24で付
勢された面材25を圧着する。3本の変位伝達ロッド2
3は同一円周上にあって孔井軸方向に平行に配列されて
おり、これと平行な円周上に位置する変位計測ピン26
を面材25の反対面に圧着する。Next, another embodiment using one displacement sensor will be described with reference to FIG. The displacement measuring device shown in FIG.
The face material 25 urged by the spring 24 is pressed against the ends of the three displacement transmission rods 23. 3 displacement transmission rods 2
3 are arranged on the same circumference in parallel with the borehole axis direction, and the displacement measuring pins 26 located on the
To the opposite surface of the face material 25.
【0027】変位計測ピン26は、軸方向移動が可能で
軸中心に配設する回転体27の端部に突設する。この回
転体27もスプリング28により面材25方向に押圧さ
れている。回転体27は変位計測ピン26を表面に突設
する円板27aと、その裏面に設ける円筒状の摺動歯車
27bと、裏面に突設してスプリング28を装着するス
ピンドル27cを有する。このスピンドル27cの先端
は回転しない変位センサ29に挿入されてLVDTのコ
ア27dとして用いられる。The displacement measuring pin 26 is provided at an end of a rotating body 27 which is movable in the axial direction and is disposed at the center of the shaft. The rotating body 27 is also pressed in the direction of the face material 25 by the spring 28. The rotator 27 includes a disk 27a on which a displacement measuring pin 26 protrudes from the front surface, a cylindrical sliding gear 27b provided on the back surface thereof, and a spindle 27c protruding from the back surface and having a spring 28 mounted thereon. The tip of the spindle 27c is inserted into a non-rotating displacement sensor 29 and used as a core 27d of the LVDT.
【0028】摺動歯車27bはモータ30で回転する駆
動歯車31に摺動自在に噛合し、図示しない外部の制御
装置に信号ライン32を介して接続している。変位伝達
ロッド23は異なる3箇所の変位を直接又は方向変換し
た後、同一軸方向にその変位を表示するもので、変位計
測ピン26は回転しながら各ロッドの延長線上を通過し
計測された変位は信号ライン33により外部に送信され
る。The sliding gear 27b slidably meshes with a driving gear 31 rotated by a motor 30, and is connected to an external control device (not shown) via a signal line 32. The displacement transmitting rod 23 directly or changes the direction of the displacement at three different positions and then displays the displacement in the same axial direction. The displacement measuring pin 26 rotates while passing along the extension of each rod while measuring the displacement. Is transmitted to the outside through the signal line 33.
【0029】[0029]
【発明の効果】以上説明したように、請求項1記載の変
位計測装置は、3本の変位伝達ロッドに当接して安定的
に保持される面材と、面材に接触して軸方向変位を計測
する変位計測ピンを設けるので、同軸方向の独立した3
個の変位を計測する場合であっても1台の変位センサで
計測することができ、センサ配置も簡易になる。As described above, in the displacement measuring device according to the first aspect, the surface material stably held by contacting the three displacement transmission rods and the axial displacement by contacting the surface material are provided. Is provided with a displacement measuring pin for measuring
Even when measuring individual displacements, the measurement can be performed by one displacement sensor, and the sensor arrangement is simplified.
【0030】請求項2記載の変位計測装置は、変位セン
サを孔井軸方向に配置すると共に略コ字状のカンチレバ
ー測定アームを備えるので、孔井軸に直交する半径方向
変位を軸方向に配置した変位センサによって計測する。
測定アームが略コ字状なので交差した状態で配置するこ
とができ装置の小型化が可能となる。これにより直径5
0mm以下の小孔井にも適用可能となる。又カンチレバ
ーは変位量を縮小することができるので変位センサの計
測範囲より大きなカンチレバー変位を小孔井内において
計測することが可能となり、計測範囲を拡大することが
できる。In the displacement measuring device according to the present invention, since the displacement sensor is arranged in the borehole axis direction and has a substantially U-shaped cantilever measuring arm, the radial displacement orthogonal to the borehole axis is arranged in the axial direction. It is measured by the displacement sensor.
Since the measuring arms are substantially U-shaped, they can be arranged in an intersecting state, and the size of the device can be reduced. This results in a diameter of 5
It can be applied to small boreholes of 0 mm or less. In addition, since the cantilever can reduce the amount of displacement, it is possible to measure a cantilever displacement larger than the measurement range of the displacement sensor in the small borehole, and the measurement range can be expanded.
【0031】請求項3及び請求項5記載の変位計測装置
は、温度センサを設けると共に差動トランス式変位セン
サを用いるので、岩盤内の温度変化が生じても計測変位
データを補正することができる。In the displacement measuring device according to the third and fifth aspects, since the temperature sensor is provided and the differential transformer type displacement sensor is used, the measured displacement data can be corrected even if a temperature change occurs in the rock. .
【0032】請求項4記載の変位計測装置は、略コ字状
のカンチレバー測定アームと、3本の変位伝達ロッドに
当接する面材と、面材に接触する変位計測ピンを設ける
ので、不連続面を挟む岩盤の三次元的相対変化計測範囲
の拡大、並びに装置の小型化、簡易化及び低廉化が実現
できる。The displacement measuring device according to the fourth aspect of the present invention is provided with a substantially U-shaped cantilever measuring arm, a face member that contacts three displacement transmitting rods, and a displacement measuring pin that contacts the face member. The measurement range of the three-dimensional relative change of the bedrock sandwiching the surface can be expanded, and the device can be reduced in size, simplified, and reduced in cost.
【図1】変位計測装置の設置状況を示す概念図である。FIG. 1 is a conceptual diagram showing an installation state of a displacement measuring device.
【図2】変位計測装置の断面図である。FIG. 2 is a sectional view of a displacement measuring device.
【図3】変位計測装置の中心部拡大断面図である。FIG. 3 is an enlarged sectional view of a central portion of the displacement measuring device.
【図4】図3のIV−IV断面を示す断面図である。FIG. 4 is a sectional view showing a section taken along line IV-IV of FIG. 3;
【図5】図3のV−V断面を示す断面図である。FIG. 5 is a sectional view showing a VV section in FIG. 3;
【図6】図3のVI−VI断面を示す断面図である。FIG. 6 is a sectional view showing a section taken along line VI-VI of FIG. 3;
【図7】別の実施形態の変位計測装置の中心部拡大断面
図である。FIG. 7 is an enlarged sectional view of a center portion of a displacement measuring device according to another embodiment.
【図8】従来の変位計測装置の断面図である。FIG. 8 is a sectional view of a conventional displacement measuring device.
23 変位伝達ロッド 24 スプリング 25 面材 26 変位計測ピン 27 回転体 28 スプリング 29 変位センサ 23 Displacement transmission rod 24 Spring 25 Face material 26 Displacement measuring pin 27 Rotating body 28 Spring 29 Displacement sensor
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) G01D 21/00 G01D 21/00 D G01V 9/00 G01V 9/00 D (71)出願人 500030482 株式会社地層科学研究所 神奈川県大和市上和田1794番地 (74)上記3名の代理人 100098453 弁理士 飯郷 豊 (72)発明者 小杉 昌幸 茨城県つくば市小野川16番3 工業技術院 資源環境技術総合研究所内 (72)発明者 小野寺 勇記 埼玉県春日部市大沼3丁目103番地 株式 会社テラ内 (72)発明者 里 優 神奈川県大和市上和田1794番地 株式会社 地層科学研究所内 Fターム(参考) 2F062 AA04 AA81 BC80 CC26 CC30 EE01 EE41 EE62 EE64 FF07 GG66 HH07 HH22 HH32 2F063 AA04 AA35 BA17 BD15 CA10 CA34 CB01 DA02 DA04 DB06 DC08 DD02 DD04 GA13 2F069 AA04 AA06 AA68 BB40 DD20 DD25 DD27 EE02 GG02 GG06 GG58 GG64 HH02 HH04 HH30 JJ10 JJ22 2F076 BB07 BD01 BD17 BE01 BE02──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) G01D 21/00 G01D 21/00 D G01V 9/00 G01V 9/00 D (71) Applicant 500030482 Science Research Institute 1794 Kamiwada, Yamato City, Kanagawa Prefecture (74) The above three agents 100098453 Patent Attorney Yutaka Iigo (72) Inventor Masayuki Kosugi 16-3 Onogawa Tsukuba City, Ibaraki Pref. 72) Inventor Yuki Onodera 3-103 Onuma, Kasukabe City, Saitama Prefecture Inside Terra Co., Ltd. (72) Inventor Yu Yu 1794 Kamiwada, Yamato City, Kanagawa Prefecture F-term in Geological Science Research Institute Co., Ltd. CC30 EE01 EE41 EE62 EE64 FF07 GG66 HH07 HH22 HH32 2F063 AA04 AA35 BA17 BD15 CA10 CA34 CB01 DA02 DA04 DB06 DC08 DD02 DD04 GA13 2F069 A A04 AA06 AA68 BB40 DD20 DD25 DD27 EE02 GG02 GG06 GG58 GG64 HH02 HH04 HH30 JJ10 JJ22 2F076 BB07 BD01 BD17 BE01 BE02
Claims (5)
3本の変位伝達ロッドと、この3本の変位伝達ロッドに
当接して安定的に保持される面材と、前記円周と平行な
円周上を回転する変位計測ピンと、この変位計測ピンの
先端が前記面材に常に接触するよう押圧する弾性部材
と、前記変位計測ピンの軸方向変位を計測する変位セン
サを備えることを特徴とする変位計測装置。1. Three displacement transmission rods which are arranged on the same circumference and are coaxially arranged, a face material which is stably held in contact with the three displacement transmission rods, A displacement measuring pin that rotates on a parallel circumference, an elastic member that presses the tip of the displacement measuring pin so as to always contact the surface material, and a displacement sensor that measures an axial displacement of the displacement measuring pin. Characteristic displacement measuring device.
置して亀裂など不連続面を挟む両岩盤の相対変化を三次
元的に計測するため、一方の岩盤孔井に固定する前部構
造体の互いに直交する少なくとも三面の計測面と、他方
の岩盤孔井に固定する後部構造体にあって前記計測面に
直交する少なくとも三方向の変位を計測する変位センサ
とを備える変位計測装置において、前記変位センサは、
センサ軸を孔井軸方向に配置するものであって、下辺先
端部を軸支して上辺先端部を前記計測面に当接し側辺下
端部をセンサ軸に連結する略コ字状のカンチレバー測定
アームを備え孔井軸に直交する二方向以上の半径方向変
位を計測することを特徴とする変位計測装置。2. A front part fixed to one of the rock wells to be installed in a small well having a diameter of 50 mm or less in the rock to measure three-dimensionally a relative change between the two rocks sandwiching a discontinuous surface such as a crack. In a displacement measurement device including at least three measurement surfaces orthogonal to each other of a structure and a displacement sensor that measures displacement in at least three directions orthogonal to the measurement surface in a rear structure fixed to the other rock well. , The displacement sensor,
A substantially U-shaped cantilever measurement in which a sensor axis is arranged in a borehole axis direction, and a lower end is pivotally supported, an upper end is in contact with the measurement surface, and a lower end is connected to the sensor axis. A displacement measuring device comprising an arm and measuring radial displacement in two or more directions perpendicular to a well axis.
元的に計測するため、一方の岩盤孔井に固定する前部構
造体の互いに直交する少なくとも三面の計測面と、他方
の岩盤孔井に固定する後部構造体にあって前記計測面に
直交する少なくとも三方向の変位を計測する変位センサ
とを備える変位計測装置において、前記前部構造体に温
度センサを配置すると共に、前記変位センサとして通常
の温度変化において影響を被らない差動トランス式変位
センサを用いることを特徴とする変位計測装置。3. A three-dimensional measurement of a relative change between two rocks sandwiching a discontinuous surface, at least three mutually orthogonal measurement surfaces of a front structure fixed to one rock well, and the other rock A displacement sensor for measuring displacement in at least three directions perpendicular to the measurement surface in a rear structure fixed to the well, wherein a temperature sensor is disposed in the front structure, A displacement measuring device using a differential transformer type displacement sensor which is not affected by a normal temperature change as a sensor.
前記変位センサは、請求項1記載の変位センサを用いる
ことを特徴とする変位計測装置。4. The displacement measuring device according to claim 2,
A displacement measuring device using the displacement sensor according to claim 1 as the displacement sensor.
前記前部構造体に温度センサを配置すると共に、前記変
位センサとして通常の温度変化において影響を被らない
差動トランス式変位センサを用いることを特徴とする変
位計測装置。5. The displacement measuring device according to claim 2, wherein
A displacement measuring device, wherein a temperature sensor is disposed on the front structure, and a differential transformer type displacement sensor which is not affected by a normal temperature change is used as the displacement sensor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000011769A JP2001201334A (en) | 2000-01-20 | 2000-01-20 | Displacement measuring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000011769A JP2001201334A (en) | 2000-01-20 | 2000-01-20 | Displacement measuring device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2001201334A true JP2001201334A (en) | 2001-07-27 |
Family
ID=18539593
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000011769A Pending JP2001201334A (en) | 2000-01-20 | 2000-01-20 | Displacement measuring device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2001201334A (en) |
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| JP2006234657A (en) * | 2005-02-25 | 2006-09-07 | National Institute Of Advanced Industrial & Technology | Displacement measuring device and information construction method for tunnel using the same |
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| CN111220109A (en) * | 2018-11-26 | 2020-06-02 | 杭州三花研究院有限公司 | Assembling device and product assembling method |
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2000
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005501722A (en) * | 2001-09-03 | 2005-01-20 | ニューフレイ リミテッド ライアビリティ カンパニー | Short-time arc welding system and method |
| JP2006234657A (en) * | 2005-02-25 | 2006-09-07 | National Institute Of Advanced Industrial & Technology | Displacement measuring device and information construction method for tunnel using the same |
| CN104482960A (en) * | 2014-11-19 | 2015-04-01 | 上海应用技术学院 | Displacement and force test integrated sensor |
| CN104482849A (en) * | 2014-12-15 | 2015-04-01 | 天津大学 | Testing system and testing method for dynamic rotation precision of main shaft |
| CN106248477A (en) * | 2016-09-14 | 2016-12-21 | 山东大学 | Rock type cylindrical standard test specimen hoop displacement measuring device and method of testing |
| CN106248477B (en) * | 2016-09-14 | 2019-04-26 | 山东大学 | Circumferential displacement measuring device and test method of rock-like cylindrical standard specimen |
| CN111220109A (en) * | 2018-11-26 | 2020-06-02 | 杭州三花研究院有限公司 | Assembling device and product assembling method |
| CN111220109B (en) * | 2018-11-26 | 2021-10-19 | 杭州三花研究院有限公司 | Detection device and product detection method |
| WO2022247044A1 (en) * | 2021-05-28 | 2022-12-01 | 中煤科工集团沈阳研究院有限公司 | Liquid injection-type protected layer expansion deformation amount automatic measurement device and use method |
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