JP2004163329A - Optical fiber sensor for investigation of landslide behavior - Google Patents

Optical fiber sensor for investigation of landslide behavior Download PDF

Info

Publication number
JP2004163329A
JP2004163329A JP2002331290A JP2002331290A JP2004163329A JP 2004163329 A JP2004163329 A JP 2004163329A JP 2002331290 A JP2002331290 A JP 2002331290A JP 2002331290 A JP2002331290 A JP 2002331290A JP 2004163329 A JP2004163329 A JP 2004163329A
Authority
JP
Japan
Prior art keywords
optical fiber
landslide
behavior
slope
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
JP2002331290A
Other languages
Japanese (ja)
Other versions
JP3653549B2 (en
Inventor
Kiyoteru Maruyama
清輝 丸山
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.)
National Research and Development Agency Public Works Research Institute
Original Assignee
Public Works Research Institute
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 Public Works Research Institute filed Critical Public Works Research Institute
Priority to JP2002331290A priority Critical patent/JP3653549B2/en
Publication of JP2004163329A publication Critical patent/JP2004163329A/en
Application granted granted Critical
Publication of JP3653549B2 publication Critical patent/JP3653549B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Testing Or Calibration Of Command Recording Devices (AREA)
  • Optical Transform (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an optical fiber sensor large in an allowable elongation, without a breakage of the optical fiber even in a case of large amount of dragging at a large landsliding slope, and also capable of observing an amount of compression. <P>SOLUTION: An optical fiber 1 and a coil spring 2 are laid on the landsliding slope, and a behavior of the landsliding slope is acquired as a difference in the strain occurring in the optical fiber. The sensor for observing the behavior of the landsliding slope is characterized in that parallel circuits A composed of the coil springs and the optical fibers having a redundancy in length and a part B only of the optical fibers are constituted by connecting the A and B alternately and serially. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
この発明は、地すべり斜面に光ファイバとコイルばねを配設し、地すべり斜面の挙動を光ファイバに生ずるひずみ量の変化として捉え、地すべり斜面の挙動を観測する地すべり挙動調査用光ファイバセンサに関するものである。
【0002】
【従来の技術】
従来の光ファイバセンサを用いた地すべり斜面の挙動調査では、光ファイバセンサを斜面地表面下に埋設する方法や、地表面に連続的に移動杭を打設して光ファイバセンサを移動杭間に張る方法が用いられている。
【0003】
しかし、前記従来の方法は、光ファイバセンサに生じる引張ひずみを観測するものであり、地すべり移動に伴ない光ファイバセンサに対する引張量が大きくなると光ファイバが断線することがあった。
【0004】
一方、地すべり斜面の挙動調査ではないが、光ファイバセンサを用いて構造物の変形量を測定する技術も提案されている(例えば、特許文献1)。
【0005】
【特許文献1】
特開平6−341814号公報(第3頁、図1)
【0006】
この技術は、コイルスプリングと、該コイルスプリングの外面にその長手方向に沿って配された少なくとも1本の光ファイバと、該光ファイバが配されたコイルスプリングの周囲を被覆するための被膜とから構成され、構造物が変形してコイルスプリングが伸縮すると、光ファイバに局部的な曲げが生じ、光ファイバの光量が変化するので、この光量を検出することにより、構造物の変形量を測定するものである。
【0007】
しかし、前記の技術の場合も、光ファイバに長さの余裕ある部分がないため、大きな変形に対応することができず、前記従来の方法と同様に光ファイバが断線し易いという問題があった。
【0008】
【発明が解決しようとする課題】
そこでこの発明は、前記のような従来の問題点を解決し、許容伸縮量が大きくて、地すべり斜面の引っ張り量が大きい場合でも、光ファイバが断線することなく、かつ圧縮量も観測可能な光ファイバセンサを提供することを目的とする。
【0009】
【課題を解決するための手段】
前記目的を達成するため、請求項1に記載の発明は、地すべり斜面に光ファイバとコイルばねを配設し、地すべり斜面の挙動を光ファイバに生ずるひずみ量の変化として捉え、地すべり斜面の挙動を観測するセンサであって、前記光ファイバとコイルばねが、コイルばねと長さに余裕を持たせた光ファイバを並列にした部分と、光ファイバだけの部分とを交互に連続的に接続して構成されていることを特徴とする。この構成により、地すべり斜面の伸縮をコイルばねの伸縮として捉えるとともに、コイルばねの伸縮を光ファイバのひずみに変換し、光ファイバを単独でセンサとするものに比し、格段に大きな地すべり斜面の伸縮量を観測可能とする。
【0010】
請求項2に記載の発明は、請求項1において、光ファイバだけの部分は、長さに余裕なく、張った状態となっていて光ファイバ固定金具に取り付けられている。請求項3に記載の発明は、請求項1又は2において、コイルばねと長さに余裕を持たせた光ファイバを並列にした部分と、光ファイバだけの部分とは、伸縮性のある保護パイプで被覆されている。請求項4に記載の発明は、請求項3において、保護パイプは、埋設されている。
【0011】
【発明の実施の形態】
この発明の一実施の形態を、添付図面を参照して説明する。
【0012】
図1は地すべり挙動調査用光ファイバセンサによる地すべり観測の概要を示す図である。地すべり挙動調査用光ファイバセンサ(本センサ)は、同図に示すように光ファイバ1、コイルばね2、保護パイプ3などから構成されている。
【0013】
地すべり発生予想地点である地山の地すべり斜面に沿って固定金具4を有する固定杭5が所定間隔で打設され、これら杭5間に光ファイバ1が、一部分はコイルばね2と並列に、連続して取り付けられている。すなわち、固定杭5間における光ファイバ1は、コイルばね2と長さに余裕をもたせた光ファイバ1を並列にした部分Aと、長さに余裕なく、張った状態の光ファイバ1だけの部分Bとを交互に連続的に接続されており、光ファイバ1だけの部分Bが固定金具4に固定されている。前記の部分Aがあることにより、コイルばね2と光ファイバ1の伸縮が自由に変形できるようになっており、該部分を含むこれらの部分A,Bは伸縮性のある保護パイプ3で被覆されている。6は測定器で、測定に際し光ファイバ1の地表面から突出した端部に接続される。
【0014】
本センサの地すべり斜面への設置についてより具体的に説明すれば、まず斜面を深さ数10cm程度掘削し、センサ設置用の溝を作る。その後、光ファイバ固定金具4を杭5により固定する。次に、光ファイバ固定金具4間の前記溝に光ファイバ1の両部分A,Bを被覆した保護パイプ3を配置し、部分Bを固定金具4に固定する。そして、この作業を所定長さにわたり繰り返した後、最後に前記溝を土砂で埋め戻す。埋め戻し後に光ファイバ1の地表面から突出した端部に測定器6を接続すると、設置作業は完了する。
【0015】
前記のように本センサを設置した後、地山の斜面で地すべりが起きると、該地すべり斜面の伸縮が、コイルばね2の伸縮として捉えられ、さらにコイルばね2の伸縮が光ファイバ1のひずみに変換され、これが測定器6により計測される。
【0016】
これにより、地すべり斜面の伸縮量が観測されることとなるが、本センサは光ファイバ1を単独でセンサとする従来のものに比べて、格段に大きな地すべり斜面の伸縮量を観測することが可能となる。
【0017】
前記実施の形態では本センサを地すべり斜面に埋設したが、必ずしも埋設する必要はなく、地すべり斜面上の打設杭5間に配設してもよいことは勿論である。
【0018】
【発明の効果】
請求項1ないし4の発明は前記のようであって、地すべり斜面に光ファイバとコイルばねを配設し、地すべり斜面の挙動を光ファイバに生ずるひずみ量の変化として捉え、地すべり斜面の挙動を観測するセンサであって、光ファイバとコイルばねが、コイルばねと長さに余裕を持たせた光ファイバを並列にした部分と、光ファイバだけの部分とを交互に連続的に接続して構成されているので、従来の光ファイバセンサに比べて斜面の大きな伸縮量の観測が可能となる。また、地すべり挙動検出及び信号伝送路に光ファイバを使用するため、電気ノイズ、誘導雷の影響を受けない。また、信号伝送路に光ファイバを使用するため、広範囲(ファイバ最大延長距離2km)の移動観測が可能になる。さらに、複数の地すべり挙動検出部を光ファイバで直列に接続するため、従来に比べケーブルにかかる費用が節約できるという優れた効果がある。
【図面の簡単な説明】
【図1】この発明の一実施の形態を示す地すべり挙動調査用光ファイバセンサによる地すべり観測の概要図である。
【符号の説明】
1 光ファイバ
2 コイルばね
3 保護パイプ
4 光ファイバ固定金具
5 光ファイバ固定金具固定杭
6 計測器
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to an optical fiber sensor for investigating a landslide behavior in which an optical fiber and a coil spring are disposed on a landslide slope, the behavior of the landslide slope is regarded as a change in the amount of strain generated in the optical fiber, and the behavior of the landslide slope is observed. is there.
[0002]
[Prior art]
Investigations on the behavior of landslide slopes using conventional optical fiber sensors include methods of burying optical fiber sensors below the ground surface of the slope or continuously placing moving piles on the ground surface and placing the optical fiber sensors between the moving piles. The method of stretching is used.
[0003]
However, in the conventional method, the tensile strain generated in the optical fiber sensor is observed, and the optical fiber may be disconnected when the amount of tension applied to the optical fiber sensor increases due to landslide movement.
[0004]
On the other hand, a technique for measuring the amount of deformation of a structure using an optical fiber sensor has been proposed, although it is not an investigation of the behavior of a landslide slope (for example, Patent Document 1).
[0005]
[Patent Document 1]
JP-A-6-341814 (page 3, FIG. 1)
[0006]
This technique comprises a coil spring, at least one optical fiber disposed on the outer surface of the coil spring along its longitudinal direction, and a coating for covering the periphery of the coil spring on which the optical fiber is disposed. When the structure is deformed and the coil spring expands and contracts, local bending occurs in the optical fiber, and the light amount of the optical fiber changes. By detecting this light amount, the deformation amount of the structure is measured. Things.
[0007]
However, in the case of the above-described technique, there is a problem that the optical fiber does not have a sufficient length, so that it cannot cope with a large deformation, and the optical fiber is easily broken as in the conventional method. .
[0008]
[Problems to be solved by the invention]
Therefore, the present invention solves the conventional problems as described above, and even when the allowable expansion and contraction amount is large and the amount of pulling of the landslide slope is large, the optical fiber does not break and the optical compression amount can be observed. It is an object to provide a fiber sensor.
[0009]
[Means for Solving the Problems]
In order to achieve the above object, the invention according to claim 1 includes disposing an optical fiber and a coil spring on a landslide slope, grasping the behavior of the landslide slope as a change in the amount of strain generated in the optical fiber, and measuring the behavior of the landslide slope. A sensor for observing, wherein the optical fiber and the coil spring are alternately and continuously connected to a portion in which the coil spring and an optical fiber having a margin in length are arranged in parallel, and a portion of only the optical fiber. It is characterized by comprising. With this configuration, the expansion and contraction of the landslide slope is regarded as the expansion and contraction of the coil spring, and the expansion and contraction of the coil spring is converted into the strain of the optical fiber. Make the quantity observable.
[0010]
According to a second aspect of the present invention, in the first aspect, the portion of only the optical fiber is attached to the optical fiber fixing bracket in a stretched state with no extra length. According to a third aspect of the present invention, in the first or second aspect, a portion in which an optical fiber having a margin in length is arranged in parallel with the coil spring and a portion including only the optical fiber are a stretchable protective pipe. It is covered with. According to a fourth aspect of the present invention, in the third aspect, the protection pipe is buried.
[0011]
BEST MODE FOR CARRYING OUT THE INVENTION
An embodiment of the present invention will be described with reference to the accompanying drawings.
[0012]
FIG. 1 is a diagram showing an outline of landslide observation using an optical fiber sensor for landslide behavior investigation. The optical fiber sensor for landslide behavior investigation (this sensor) is composed of an optical fiber 1, a coil spring 2, a protection pipe 3, and the like as shown in FIG.
[0013]
Fixed piles 5 having fixing brackets 4 are installed at predetermined intervals along a landslide slope of a ground which is a predicted landslide occurrence point, and an optical fiber 1 is partially interposed between the piles 5, and partly in parallel with the coil spring 2. It is attached. That is, the optical fiber 1 between the fixed piles 5 has a portion A in which the coil spring 2 and the optical fiber 1 with a margin are arranged in parallel, and a portion of only the stretched optical fiber 1 without the margin. B are connected alternately and continuously, and a portion B of only the optical fiber 1 is fixed to the fixing bracket 4. The presence of the portion A allows the expansion and contraction of the coil spring 2 and the optical fiber 1 to be freely deformed, and these portions A and B including the portion are covered with the elastic protective pipe 3. ing. A measuring device 6 is connected to an end of the optical fiber 1 protruding from the ground surface in measurement.
[0014]
The installation of the present sensor on a landslide slope will be described more specifically. First, a slope is excavated at a depth of about several tens of cm to form a groove for installing the sensor. After that, the optical fiber fixing fitting 4 is fixed by the pile 5. Next, a protection pipe 3 covering both parts A and B of the optical fiber 1 is arranged in the groove between the optical fiber fixing fittings 4, and the part B is fixed to the fixing fitting 4. Then, after repeating this work for a predetermined length, the groove is finally backfilled with earth and sand. When the measuring device 6 is connected to the end protruding from the ground surface of the optical fiber 1 after backfilling, the installation work is completed.
[0015]
When the landslide occurs on the slope of the ground after installing the sensor as described above, the expansion and contraction of the landslide slope is regarded as expansion and contraction of the coil spring 2, and the expansion and contraction of the coil spring 2 causes the distortion of the optical fiber 1. It is converted and measured by the measuring device 6.
[0016]
As a result, the amount of expansion and contraction of the landslide slope is observed, but the present sensor can observe a much larger amount of expansion and contraction of the landslide slope than the conventional sensor using the optical fiber 1 alone. It becomes.
[0017]
Although the present sensor is embedded in the landslide slope in the above embodiment, it is not always necessary to embed the sensor, and it is needless to say that the sensor may be arranged between the driving piles 5 on the landslide slope.
[0018]
【The invention's effect】
The invention according to claims 1 to 4 is as described above, wherein an optical fiber and a coil spring are disposed on the landslide slope, and the behavior of the landslide slope is regarded as a change in the amount of strain generated in the optical fiber, and the behavior of the landslide slope is observed. An optical fiber and a coil spring are configured by connecting a coil spring and a portion in which an optical fiber having a margin in length is arranged in parallel, and a portion including only the optical fiber in an alternately continuous manner. Therefore, it is possible to observe a large amount of expansion and contraction of the slope as compared with the conventional optical fiber sensor. In addition, since an optical fiber is used for the landslide behavior detection and the signal transmission path, it is not affected by electric noise and induced lightning. In addition, since an optical fiber is used for the signal transmission path, it is possible to observe the movement in a wide range (the maximum fiber extension distance is 2 km). Furthermore, since a plurality of landslide behavior detecting units are connected in series by optical fibers, there is an excellent effect that the cost for cables can be reduced as compared with the related art.
[Brief description of the drawings]
FIG. 1 is a schematic view of landslide observation using an optical fiber sensor for investigating landslide behavior according to an embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Optical fiber 2 Coil spring 3 Protective pipe 4 Optical fiber fixing bracket 5 Optical fiber fixing bracket fixing pile 6 Measuring instrument

Claims (4)

地すべり斜面に光ファイバとコイルばねを配設し、地すべり斜面の挙動を光ファイバに生ずるひずみ量の変化として捉え、地すべり斜面の挙動を観測するセンサであって、
前記光ファイバとコイルばねが、コイルばねと長さに余裕を持たせた光ファイバを並列にした部分と、光ファイバだけの部分とを交互に連続的に接続して構成されていることを特徴とする地すべり挙動調査用光ファイバセンサ。
An optical fiber and a coil spring are arranged on the landslide slope, and the behavior of the landslide slope is grasped as a change in the amount of strain generated in the optical fiber, and a sensor for observing the behavior of the landslide slope,
The optical fiber and the coil spring are configured by alternately and continuously connecting a portion in which the coil spring and an optical fiber having a margin in length are arranged in parallel and a portion including only the optical fiber. Optical fiber sensor for landslide behavior investigation.
光ファイバだけの部分は、長さに余裕なく、張った状態となっていて光ファイバ固定金具に取り付けられている請求項1記載の地すべり挙動調査用光ファイバセンサ。The optical fiber sensor for investigating landslide behavior according to claim 1, wherein a portion of only the optical fiber is in a stretched state with no extra length and attached to an optical fiber fixing bracket. コイルばねと長さに余裕を持たせた光ファイバを並列にした部分と、光ファイバだけの部分とは、伸縮性のある保護パイプで被覆されている請求項1又は2記載の地すべり挙動調査用光ファイバセンサ。The landslide behavior investigation device according to claim 1 or 2, wherein the portion in which the coil spring and the optical fiber having a sufficient length are arranged in parallel and the portion of the optical fiber alone are covered with an elastic protective pipe. Optical fiber sensor. 保護パイプは、埋設されている請求項3記載の地すべり挙動調査用光ファイバセンサ。The optical fiber sensor for investigating landslide behavior according to claim 3, wherein the protective pipe is buried.
JP2002331290A 2002-11-14 2002-11-14 Optical fiber sensor for investigation of landslide behavior Expired - Lifetime JP3653549B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002331290A JP3653549B2 (en) 2002-11-14 2002-11-14 Optical fiber sensor for investigation of landslide behavior

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002331290A JP3653549B2 (en) 2002-11-14 2002-11-14 Optical fiber sensor for investigation of landslide behavior

Publications (2)

Publication Number Publication Date
JP2004163329A true JP2004163329A (en) 2004-06-10
JP3653549B2 JP3653549B2 (en) 2005-05-25

Family

ID=32808718

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002331290A Expired - Lifetime JP3653549B2 (en) 2002-11-14 2002-11-14 Optical fiber sensor for investigation of landslide behavior

Country Status (1)

Country Link
JP (1) JP3653549B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101149817B1 (en) 2009-10-07 2012-05-24 권영억 a measuring device for displacement volume
KR101238293B1 (en) 2012-04-02 2013-02-28 에스제이포토닉스 주식회사 Temperature insensitive slope sensor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101149817B1 (en) 2009-10-07 2012-05-24 권영억 a measuring device for displacement volume
KR101238293B1 (en) 2012-04-02 2013-02-28 에스제이포토닉스 주식회사 Temperature insensitive slope sensor

Also Published As

Publication number Publication date
JP3653549B2 (en) 2005-05-25

Similar Documents

Publication Publication Date Title
US10746208B2 (en) Method and system for non-intrusive pipeline testing
Iten et al. Landslide monitoring using a road-embedded optical fiber sensor
US9335482B2 (en) Fiber Bragg grating (FBG) sensor
CN110319862B (en) A helical structure device for distributed optical fiber sensing among civil engineering
CN106471302B (en) Flexible pipe body and forming method thereof, line equipment and forming method thereof and method for incuding flexible pipe body shape
EP3117188A2 (en) Methods and apparatus relating to sensor assemblies and fibre optic assemblies
JP2009020016A (en) Optical fiber sensor cable
JP2008115643A (en) Geotextile/geogrid with distortion detecting function, and distortion detecting system
CN110285769A (en) A kind of scale expansion device for distributive fiber optic strain sensing
JP3880765B2 (en) Underground optical fiber sensor and optical fiber sensor system
JP2006133087A (en) Deformation monitoring device and deformation monitoring method
JP2001304822A (en) Optical fiber sensor and monitoring system
JP3653549B2 (en) Optical fiber sensor for investigation of landslide behavior
JP2004191142A (en) Fiber-optic sensor
JP3602401B2 (en) A method for detecting a state change of a structure using an optical fiber sensor
JP2000121397A (en) Strain measuring apparatus
JP3725513B2 (en) Structure displacement / deformation detector using optical fiber cable
US20180180753A1 (en) System and method for measuring in-ground vibration
JP4105123B2 (en) Structure displacement / deformation detection system using optical fiber sensor
WO2022176047A1 (en) Utility pole position specification method and aerial fiber optic cable state estimation method
JP3387006B2 (en) Sediment movement detection sensor for river embankment
JP2001296151A (en) Optical fiber scouring sensor and scouring and sensing system using the same
JP2001241925A (en) Method and system for detecting strain, using optical fiber
JP2005024427A (en) Optical fiber sensor for detecting vehicle weight
JP2006317461A (en) Optical distortion sensor and bank monitoring system using it

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20050127

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050201

R150 Certificate of patent or registration of utility model

Ref document number: 3653549

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

EXPY Cancellation because of completion of term