JPH02190520A - Setting of degradation position of ground - Google Patents
Setting of degradation position of groundInfo
- Publication number
- JPH02190520A JPH02190520A JP1008620A JP862089A JPH02190520A JP H02190520 A JPH02190520 A JP H02190520A JP 1008620 A JP1008620 A JP 1008620A JP 862089 A JP862089 A JP 862089A JP H02190520 A JPH02190520 A JP H02190520A
- Authority
- JP
- Japan
- Prior art keywords
- ground
- sensors
- collapse
- guide
- waveguide
- 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
- 230000015556 catabolic process Effects 0.000 title abstract 4
- 238000006731 degradation reaction Methods 0.000 title abstract 4
- 238000000034 method Methods 0.000 claims abstract description 10
- 230000005540 biological transmission Effects 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 abstract description 2
- 229910052782 aluminium Inorganic materials 0.000 abstract description 2
- 239000004576 sand Substances 0.000 abstract description 2
- 239000004411 aluminium Substances 0.000 abstract 1
- 238000005336 cracking Methods 0.000 abstract 1
- 238000005259 measurement Methods 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 4
- 239000011435 rock Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は他山の崩壊が予想される土木工事において、地
山の崩壊位置を適確に標定し、地山崩壊の対策工事を効
果的に施工し、安全作業が行なわれるようにするための
地盤の崩壊位置標定方法に係るものである。[Detailed Description of the Invention] (Industrial Application Field) The present invention is designed to accurately locate the collapse position of a rock in civil engineering work where collapse of another mountain is expected, and to effectively carry out countermeasure work against rock collapse. This relates to a method for locating the location of ground failure to ensure safe construction and safe work.
(従来の技術)
従来、地山の崩壊位置の標定には、挿入式地中傾斜計、
または固定式地中傾斜計を用いて、他山に設置されたパ
イプの傾きを計測し、この傾きの大きさによって他山崩
壊位置を推定する方法が行なわれていた。(Prior art) Conventionally, the location of collapse of the ground has been determined using an insertable underground inclinometer,
Alternatively, a fixed underground inclinometer was used to measure the inclination of a pipe installed on another mountain, and the location of the collapse of another mountain was estimated based on the magnitude of this inclination.
(発明が解決しようとする課題)
挿入式地中傾斜計による計測では、他山の歪によって他
山に設置したパイプが変形し、傾斜計の挿入ができなく
なり、継続した計測が困難である。(Problems to be Solved by the Invention) When measuring with an insertion type underground inclinometer, the pipe installed on the other mountain is deformed due to distortion of the other mountain, making it impossible to insert the inclinometer, making continuous measurement difficult.
また固定式地中傾斜計は、計測に必要な精度で傾斜部の
ピッチを定めて設置されるので、設置する傾斜針の個数
が多くなり、計測費用が嵩む。In addition, fixed underground inclinometers are installed with the pitch of the slope determined with the precision required for measurement, which increases the number of slope needles to be installed and increases measurement costs.
本発明は前記従来技術の有する問題点に鑑みて提案され
たもので、その目的とする処は、早期にしかも正確に地
山の崩壊位置の標定か行なわれ、また従来の固定式地中
傾斜計に比して低コストで測定装置を設置できる地盤の
崩壊位置標定方法を提供する点にある。The present invention has been proposed in view of the problems of the prior art, and its purpose is to quickly and accurately locate the location of rock collapse, and to The object of the present invention is to provide a method for locating the position of a ground failure, which allows a measuring device to be installed at a lower cost than a conventional meter.
(課題を解決するための手段)
前記の目的を達成するため、本発明に係る地盤の崩壊位
置標定方法は、両端部に夫々AEセンサーが取付けられ
た音の伝達の良好な棒状材料からなるウェーブガイドを
、崩壊が予想される地中に埋設し、前記一双のAEセン
サーによってAE現象を検出したときの両者の時間差と
、前記ウェーブガイドを伝わる音速とを計測することに
よって崩壊位置を標定するように構成されている。(Means for Solving the Problems) In order to achieve the above-mentioned object, the ground failure position locating method according to the present invention uses a wave made of a rod-shaped material with good sound transmission and having AE sensors attached to each end. A guide is buried in the ground where collapse is expected, and the collapse position is located by measuring the time difference between when an AE phenomenon is detected by the pair of AE sensors and the speed of sound traveling through the waveguide. It is composed of
(作用)
本発明によれば地山の内部で発生した亀裂や変位に伴っ
て音のエネルギーが放出されるアコスティックエミッシ
ョン現象(AE現象)を、地中に埋設された音の伝達の
良好な棒状材料からなるウェーブガイドの両端に取付け
られた各AEセンサーで検知することによって、AEの
到達時間差と、前記ウェーブガイドを伝わる音速と、同
ウェーブガイドの長さとから、地盤の崩壊位置を標定す
るものである。(Function) According to the present invention, the acoustic emission phenomenon (AE phenomenon) in which sound energy is released due to cracks and displacements that occur inside the earth, can be suppressed by the acoustic emission phenomenon (AE phenomenon), which is a method for improving sound transmission buried underground. By detecting with each AE sensor attached to both ends of a waveguide made of rod-shaped material, the location of the collapse of the ground is determined from the difference in arrival time of AE, the speed of sound traveling through the waveguide, and the length of the waveguide. It is something.
(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
(1)はアルミニウム、鉄、セラミック、グラスファイ
バー等の如き音の伝達が良好な棒状材料より構成された
ウェーブガイドで、両端面が平坦面に仕上げられ、同両
端平坦面に夫々AF、センサー(2)が螺子(3)等で
取付けられ、同各AHセンサー(2)はケーブル(4)
を介してAE処理装置囚に接続されている。(1) is a waveguide made of a rod-shaped material with good sound transmission properties such as aluminum, iron, ceramic, glass fiber, etc. Both end surfaces are finished with flat surfaces, and the AF and sensor ( 2) are attached with screws (3), etc., and each AH sensor (2) is attached with a cable (4).
It is connected to the AE processing unit via.
なお前記AEセンサー(2)は地中に設置して使用され
るため、センサー本体及びケーブル(4)の取付部並に
同ケーブル(4)のコネクター等に耐水加工が施される
。図中(5)はセンサー保護管である。Since the AE sensor (2) is installed underground and used, the sensor body, the attachment part of the cable (4), the connector of the cable (4), etc. are waterproofed. In the figure, (5) is the sensor protection tube.
而して他山(Blの切土工事において、ポーリング調査
等の結果から推定されるすべり面C1に達するまで削孔
し、同削孔部(6)に前記ウェーブガイド(])を挿入
するとともに、同削孔部(6)内にモルタル、砂(7)
等を十分に充填する。Then, in the cutting work of another mountain (Bl), a hole is drilled until it reaches the slip surface C1 estimated from the results of a polling survey, etc., and the wave guide (]) is inserted into the drilled hole (6). , Mortar and sand (7) in the drilled hole (6)
etc., fill it sufficiently.
従って地盤の内部で生じた亀裂や変位によって発生する
アコースティックエミッション(AE)が前記ウェーブ
ガイド(1)の両端に取付けられたAEセンサー(2)
(2)で検知され、同各検知信号がへE処理装置囚に
送られる。Therefore, acoustic emissions (AE) generated by cracks and displacements occurring inside the ground are detected by the AE sensors (2) installed at both ends of the waveguide (1).
(2), and each detection signal is sent to the E processing device.
而して同AE処理装置囚で前記両へEセンサー(2)
(2)の検知信号の到達時間差と、ウェーブガイド(1
)を伝わる音速とを計測し、ウェーブガイド(1)の長
さとを併せてマイクロコンピュータ−〇で演算処理し、
他山(Blの崩壊位置を想定することができる。Then, the E sensor (2) was connected to both of the above in the same AE processing unit.
(2) The arrival time difference of the detection signal and the waveguide (1
) is measured, and the length of the waveguide (1) is calculated using a microcomputer.
The collapse position of Bl can be assumed.
(発明の効果)
本発明によれば前記したように、音の伝達の良好な棒状
材料からなるウェーブガイドの両端にAEセンサーを取
付け、同ウェーブガイドを崩壊が予想される地中に埋設
し、地山の内部に生じた亀裂や変位によって生起するア
コースティックエミッション(AIりを前記ウェーブガ
イドの両端のAEセンサーで検知することにより、同両
へEセンサーでAH現象を検出したときの時間差と、前
記ウェーブガイドを伝わる音速とを計測、演算処理して
地山の崩壊位置を標定し、同地山の崩壊対策工事を効果
的に行ない、工事の安全を図ることができる。(Effects of the Invention) According to the present invention, as described above, AE sensors are attached to both ends of a waveguide made of a rod-shaped material with good sound transmission, and the waveguide is buried underground where collapse is expected. By detecting acoustic emissions (AI) caused by cracks and displacement inside the ground using the AE sensors at both ends of the waveguide, we can calculate the time difference between when the AH phenomenon is detected by the E sensors at both ends of the waveguide, and the By measuring and calculating the speed of sound traveling through the waveguide, the location of the collapse of the ground can be located, and construction work to prevent collapse of the rock can be carried out effectively and construction safety can be ensured.
而して前記AE現象は他山の歪の小さな段階から発生す
るので、本発明に係るAE計測による他山の崩壊位置標
定方法は傾斜計等による変位計測に比して早期に他山の
すべり位置を標定することができる。Since the AE phenomenon occurs at a stage when the strain of the other mountain is small, the method of locating the collapse position of the other mountain using AE measurement according to the present invention can detect the slippage of the other mountain at an early stage compared to displacement measurement using an inclinometer or the like. The location can be determined.
また本発明の方法によれば、l(!!盤の崩壊位置を標
定するために使用されるセンサーは、前記ウェーブガイ
ドの両端に取付けられる2WAのAEセンサーだけでよ
いので、前記従来の固定式地中傾斜計に比して低コスト
で設置できる。Furthermore, according to the method of the present invention, the sensors used for locating the collapse position of the board are only 2WA AE sensors attached to both ends of the waveguide, which is different from the conventional fixed type sensor. It can be installed at a lower cost than underground inclinometers.
第1図は本発明に係る地盤の崩壊位置標定方法の一実施
例の実施状況を示す縦断面図、第2図は前記の方法に使
用される地盤の崩壊位置標定装置の正面図、第3図はそ
の部分拡大図である。
囚−AE処理装置、 (Bl−他山、(0−・推定
すべり面、 (+)−ウェーブガイド、(2)・・A
Eセンサー
代理人 弁理士 岡 本 重 文
外2名
第3図FIG. 1 is a vertical cross-sectional view showing the implementation status of one embodiment of the ground failure position locating method according to the present invention, FIG. 2 is a front view of a ground failure position locating device used in the method, and FIG. The figure is a partially enlarged view. Prisoner-AE processing device, (Bl-other mountain, (0-・estimated slip surface, (+)-waveguide, (2)...A
E-sensor agent Patent attorney Shige Okamoto 2 people Figure 3
Claims (1)
好な棒状材料からなるウェーブガイドを、崩壊が予想さ
れる地中に埋設し、前記一双のAEセンサーによってA
E現象を検出したときの両者の時間差と、前記ウェーブ
ガイドを伝わる音速とを計測することによって崩壊位置
を標定することを特徴とする地盤の崩壊位置標定方法。A waveguide made of a rod-shaped material with good sound transmission, each with an AE sensor attached to each end, is buried in the ground where collapse is expected, and the pair of AE sensors detect the AE.
A method for locating a collapse position of a ground, characterized in that the collapse position is located by measuring the time difference between the times when the E phenomenon is detected and the speed of sound transmitted through the waveguide.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1008620A JPH02190520A (en) | 1989-01-19 | 1989-01-19 | Setting of degradation position of ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1008620A JPH02190520A (en) | 1989-01-19 | 1989-01-19 | Setting of degradation position of ground |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02190520A true JPH02190520A (en) | 1990-07-26 |
Family
ID=11697987
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1008620A Pending JPH02190520A (en) | 1989-01-19 | 1989-01-19 | Setting of degradation position of ground |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02190520A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010086584A2 (en) | 2009-01-29 | 2010-08-05 | Loughborough University | Apparatus and method for monitoring soil slope displacement rate by detecting acoustic emissions |
-
1989
- 1989-01-19 JP JP1008620A patent/JPH02190520A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010086584A2 (en) | 2009-01-29 | 2010-08-05 | Loughborough University | Apparatus and method for monitoring soil slope displacement rate by detecting acoustic emissions |
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