JPH03202504A - Detector for ground changing state with ae sensor and detecting method - Google Patents

Detector for ground changing state with ae sensor and detecting method

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Publication number
JPH03202504A
JPH03202504A JP34165089A JP34165089A JPH03202504A JP H03202504 A JPH03202504 A JP H03202504A JP 34165089 A JP34165089 A JP 34165089A JP 34165089 A JP34165089 A JP 34165089A JP H03202504 A JPH03202504 A JP H03202504A
Authority
JP
Japan
Prior art keywords
waveguide
sensor
ground
deformation
shaped
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
JP34165089A
Other languages
Japanese (ja)
Other versions
JP2797008B2 (en
Inventor
Takao Ueda
貴夫 上田
Tadahiro Kakizawa
忠弘 柿沢
Tetsuya Ikegawa
池川 哲也
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.)
Takenaka Komuten Co Ltd
Takenaka Doboku Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
Takenaka Doboku Co Ltd
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Filing date
Publication date
Application filed by Takenaka Komuten Co Ltd, Takenaka Doboku Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP34165089A priority Critical patent/JP2797008B2/en
Publication of JPH03202504A publication Critical patent/JPH03202504A/en
Application granted granted Critical
Publication of JP2797008B2 publication Critical patent/JP2797008B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To secure reliability by bending a wave guide with AE sensors fitted at both ends, to be inserted into an external pipe via bearing bodies, and by transmitting AE sound on one side, to the wave guide, to set it in relation to nontransmission on the other side. CONSTITUTION:The bar-shaped wave guide 3 of a required length with AE sensors 1, 2 fitted at both ends is folded in the shape of U on the central section, and is inserted into an external pipe 5 via a plurality of disc-shaped bearing bodies 4 arranged at almost equal pitches in the direction of the guide 3. Besides, to one side 3a of the wave guide 3, AE sound due to the changing state of ground can be directly transmitted, and to the other side 3b, the AE sound is not transmitted. Then, the AE sensors 1, 2 at both ends are connected to the detecting signal processing device 7. As a result, the AE sensors are used to be frequently collected and so they are economical and the reliability of measuring can be secured.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は、自然斜面の地滑り、あるいは地盤の堀削又
は切り上工事などに於ける地盤の崩壊を事前に予知し、
適切な防災対策を立てるために使用されるアコースチッ
クエミッション(以下AEと略す)センサーによる地盤
変状の検出装置と、この検出装置を用いて実施される地
盤変状の検出方法に間する。
[Detailed description of the invention] Industrial application field This invention predicts in advance a landslide on a natural slope or a collapse of the ground during excavation or cutting work, etc.
This article describes a ground deformation detection device using an acoustic emission (hereinafter abbreviated as AE) sensor, which is used to develop appropriate disaster prevention measures, and a ground deformation detection method that is implemented using this detection device.

従来の技術 自然斜面の地滑り、あるいは地盤の堀削又は切り上工事
などに於ける地盤の崩壊はこれを事前に予知し適切な防
災対策を立てることが肝要であり、そのため微小レヘル
での地盤変状を半間に検出する必要がある。
Conventional technology It is important to predict landslides on natural slopes or collapse of the ground during excavation or cutting work, etc., in advance and take appropriate disaster prevention measures. It is necessary to detect the condition in half the time.

地盤の破壊や変状を検出する従来一般の方法、手段とし
ては、次のようなものが知られている。
The following methods and means are known as conventional methods and means for detecting destruction and deformation of the ground.

■ 地表面変位を検出する場合には、地すべり計を使用
する。
■ Use a landslide meter to detect ground surface displacement.

■ 地中変位を検出する場合には、傾斜計か沈下計を使
用する。
■ Use inclinometers or subsidence meters to detect underground displacement.

■ 地盤の変状が原因で発生する弾性波、即ちアコース
ティックエミッション(AE)を利用する通常のAE検
出手法としては、第8図Aに例示したように、地中にウ
ェーブガイド3を埋設し、このウェーブガイド3を伝わ
ってきたAE音をAEセンサー1で受信する。第8図の
ような地盤の変状によってすべり線との交叉位置P点に
発生したAE音をAEセンサー1が捉えて破壊の予知を
行なうのである。この場合、地中のAE発生箇所(P位
置)を正確に評定する必要上、第7図に例示した如く、
両端にAEセンサー1.2を装着した長い直線状のウェ
ーブガイド3を外管4に収納せしめた構成で地中に埋設
し、両端のAEセンサーlと2が捉えたAE音の到着時
間の差に基づいて地盤変状の発生位置P点を演算し評定
することが行なわれている。
■ As an ordinary AE detection method that utilizes acoustic emissions (AE), which are elastic waves generated due to deformation of the ground, as shown in Figure 8A, a waveguide 3 is buried underground; The AE sound transmitted through the waveguide 3 is received by the AE sensor 1. The AE sensor 1 detects the AE sound generated at the intersection point P with the slip line due to the deformation of the ground as shown in FIG. 8, and predicts destruction. In this case, as it is necessary to accurately evaluate the underground AE occurrence point (P position), as illustrated in Fig. 7,
A long linear waveguide 3 with AE sensors 1 and 2 attached to both ends is housed in an outer tube 4, buried underground, and the difference in arrival time of AE sound captured by AE sensors 1 and 2 at both ends is measured. Based on this, the location P of ground deformation is calculated and evaluated.

本発明が解決しようとする課題 上述した■の地表面変位の検出法では、地表の変位しか
検出できない。しかも地盤の変状がかなり大きく発生し
ないと、危険な現象が発生しているのか、又は単なる計
測誤差なのかの判断に苦しむ場合が多い。また、検出装
置が線状になるため、施工現場では作業の障害になり易
いと云う問題点がある。
Problems to be Solved by the Present Invention The above-mentioned method (2) for detecting ground surface displacement can only detect ground surface displacement. Moreover, unless significant ground deformation occurs, it is often difficult to judge whether a dangerous phenomenon is occurring or whether it is simply a measurement error. Furthermore, since the detection device is linear, there is a problem in that it is likely to become an obstacle to work at a construction site.

上記■の地中変位の検出法の代表的な検出装置は傾斜計
であるが、一般に挿入型の傾斜計は測定部を計測する度
に地中に下ろさねばならず自動計測が困難であり、計測
に手間がかかる。固定型の傾斜計は自動計測こそ可能で
あるが、検出装置の設置に厳重な注意を要する上に、セ
ンサ一部の長間的信頼性に問題があり、コストが高いと
いう問題点がある。
A typical detection device for the underground displacement detection method described in (2) above is an inclinometer, but in general, insert-type inclinometers have to be lowered into the ground every time the measurement part is measured, making automatic measurement difficult. Measurement takes time. Although fixed-type inclinometers are capable of automatic measurement, they require extreme care when installing the detection device, have problems with the long-term reliability of a portion of the sensor, and are expensive.

第7図に記載し上記■に述べたAE検出手(去によれば
、地中でどのような地盤変状が発生しAEが発生したか
の評価を行なうことは可能であるが、その埋設時に先端
のAEセンサー2が破損される心配があるし、また、撤
去時には地中のAEセンサー2を埋め殺しにする他なく
、大変不経済である。しかも作業音その他の雑音の悪影
響を受けやすく、検出精度において実用性に乏しいとい
う欠点があり、解決するへき!!題になっている。
According to the AE detection method shown in Figure 7 and mentioned in (2) above, it is possible to evaluate what kind of ground deformation has occurred underground and caused AE; Sometimes there is a fear that the AE sensor 2 at the tip will be damaged, and when removing it, the only option is to bury the AE sensor 2 underground, which is very uneconomical.Moreover, it is susceptible to the adverse effects of work noise and other noises. However, it has the disadvantage of poor practicality in terms of detection accuracy, which is a problem that needs to be solved.

課題を解決するための手段 上記従来技術の課題を解決するための手段として、第1
の発明に係るAEセンサーによる地盤変状の検出装置は
、図面の第1図〜第3図に実施例を示したとおり、 両端にAEセンサー1.2が装着された所望長さの棒状
をなすウェーブガイド3はその長さの中央部を折曲げて
U字形状となし、該ウェーブガイド3はその長さ方向に
ほぼ等ピッチに配置された多数の円板状をなす支持体4
を介して当該U字形状のウェーブガイド3とほぼ等長の
外管5の中へ挿入した。そして、U字形状をなすウェー
ブガイド3の片側半分3aは支持体4を介して地盤の変
状によるAE音が直接ウェーブガイド3に伝達される関
係とし、他側半分3bは地盤の変状によるAE音が一切
伝達されない間係で支持せしめた。
Means for Solving the Problems As a means for solving the problems of the above-mentioned prior art, the first method is as follows.
The device for detecting ground deformation using an AE sensor according to the invention is, as shown in the embodiments in FIGS. The waveguide 3 is formed into a U-shape by bending the central part of its length, and the waveguide 3 has a large number of disk-shaped supports 4 arranged at approximately equal pitches in the length direction.
was inserted into the outer tube 5, which has approximately the same length as the U-shaped waveguide 3. One half 3a of the U-shaped waveguide 3 is configured so that the AE sound caused by the deformation of the ground is directly transmitted to the waveguide 3 via the support 4, and the other half 3b is caused by the deformation of the ground. It was supported by an intermediary that does not transmit any AE sound.

両端のAEセンサー1. 2にはその検出信号の信号処
理装置7を接続したことを特徴とする。
AE sensor at both ends 1. 2 is characterized in that a signal processing device 7 for the detection signal is connected thereto.

また、第2の発明に係るAEセンサーによる地盤変状の
検出方法は、やはり図面の第1図〜第6図に実施例を示
したとおり、 上記第1の発明に係る検出装置18を対象地盤9中に埋
設し、地盤9の変状によるAE音をウェーブガイド3の
両端のAEセンサー1. 2で検出せしめて、ウェーブ
ガイド3の両端のAEセンサー1.2が受信したAE音
の到達時間の差に基ずいてAE音の発生位置を演算し評
定することを特徴とする。
In addition, the method for detecting ground deformation using the AE sensor according to the second invention, as shown in the embodiments in FIGS. 1 to 6, uses the detection device 18 according to the first invention to 9, and the AE sound caused by the deformation of the ground 9 is transmitted to the AE sensor 1 at both ends of the waveguide 3. 2, and the AE sound generation position is calculated and evaluated based on the difference in arrival time of the AE sound received by the AE sensors 1.2 at both ends of the waveguide 3.

作用 検出装置8を設置した対象地盤9に第8図Bのような地
すべりが発生すると、そのすべり線との交叉点の位置に
AE波が発生しウェーブガイド3に伝達される。即ち、
すべり線の位置に発生したAE波は外管5から支持体4
を経て片側半分3aのウェーブガイドに伝達される。ウ
ェーブガイドの他側半分3bには地盤の変形音が伝わら
ないので、雑音が混入する心配はない。片側半分3aに
伝播したAE音は、ウェーブガイド3の両端に向かって
伝播され、両端位置のAEセンサー1. 2に受信せら
れる。したがって、ウェーブガイド3中のAE音の伝播
速度及びウェーブガイド3の全長(AEセンサー1. 
2間の距離)が既知量であるが故に、両端のAEセンサ
ー1.2に到達したAE倍信号時間差を計測して演算処
理することにより、前記AE音の発生箇所、ひいては地
中の地盤変状の有無及び位置を正確に把握し評定できる
のである。
When a landslide as shown in FIG. 8B occurs on the target ground 9 on which the action detection device 8 is installed, an AE wave is generated at the intersection with the slip line and transmitted to the waveguide 3. That is,
The AE waves generated at the slip line are transmitted from the outer tube 5 to the support 4.
and is transmitted to the waveguide on one half 3a. Since the sound of the deformation of the ground is not transmitted to the other half 3b of the waveguide, there is no need to worry about noise being mixed in. The AE sound propagated to one half 3a is propagated toward both ends of the waveguide 3, and is transmitted to the AE sensor 1 at both ends. It is received by 2. Therefore, the propagation speed of the AE sound in the waveguide 3 and the total length of the waveguide 3 (AE sensor 1.
Since the distance between 2 and 2) is a known quantity, by measuring and processing the time difference of the AE multiplied signals that reach the AE sensors 1. This makes it possible to accurately determine and evaluate the presence or absence of symptoms and their location.

実  施  例 次に、図示した本発明の詳細な説明する。Example The illustrated invention will now be described in detail.

第1図は検出装置ii8の設置状況を示している。FIG. 1 shows the installation situation of the detection device ii8.

両端にAEセンサー1. 2を装着した棒状のウェーブ
ガイド3は、その長さの中央部を折曲げてU字形状とさ
れている。このU字形状のウェーブガイド3は、その片
側半分3aの長さが、地盤変状の計測に必要とされる長
さ、例えば5mとか10m位に形成されている。このウ
ェーブガイド3は、計測対象地盤9の剛性にできるだけ
近い材質であることが肝要で、図示例ではφ9位の鉄筋
が使用されている。その他、対象地盤9の性状に応じて
、例えばグラスファイバー管、気泡モルタル充填塩化ビ
ニル管なとのように材質を変えて実施することができる
AE sensor 1 on both ends. The rod-shaped waveguide 3 to which the waveguide 2 is attached is bent at the center of its length to form a U-shape. This U-shaped waveguide 3 is formed such that one half 3a thereof has a length required for measuring ground deformation, for example, about 5 m or 10 m. It is important that the waveguide 3 is made of a material that has a rigidity as close as possible to that of the ground 9 to be measured, and in the illustrated example, reinforcing bars with a diameter of about 9 mm are used. In addition, depending on the properties of the target ground 9, the material may be changed, such as a glass fiber pipe or a polyvinyl chloride pipe filled with bubble mortar.

上記U字形状のウェーブガイド3は、これとほぼ等長の
外管5の中へ挿入され、もって地盤変状をクリヤーに捉
えられるように保護されている。
The U-shaped waveguide 3 is inserted into an outer tube 5 having approximately the same length as the U-shaped waveguide 3, thereby being protected so that ground deformation can be clearly detected.

外管5には外径がφ50〜φ70位の塩化ビニルバイブ
又は鉄バイブが使用され、その先端部には埋設作業を容
易ならしめる雄部5aが設けられている。
A vinyl chloride vibrator or an iron vibrator having an outer diameter of approximately 50 to 70 mm is used as the outer tube 5, and a male portion 5a is provided at the tip thereof to facilitate embedding work.

ウェーブガイド3は、その長さ方向にほぼ等ピッチに配
置された多数の円板状(但し、外管5の横断面形状に倣
う形状。)の支持体4・・・を介して外管5にきっちり
支持されている。支持体4としてはAE波を伝え易い材
質であることが肝要であり、例えばナイロン円板が使用
されている。特にウェーブガイド30片側半分3aは、
地盤9の変状によるAE音が外管5及び支持体4を通し
て直接ウェーブガイド3&に伝達されるように、外管5
と支持体4及び支持体4とウェーブガイド3aとの関係
は完全に密着させた構造とされている。
The waveguide 3 is connected to the outer tube 5 via a large number of disk-shaped supports 4 (shape that follows the cross-sectional shape of the outer tube 5) arranged at approximately equal pitches in the length direction. It is well supported. It is important that the support 4 is made of a material that can easily transmit AE waves, and for example, a nylon disk is used. In particular, the waveguide 30 half 3a is
The outer tube 5 is designed so that the AE sound caused by the deformation of the ground 9 is directly transmitted to the waveguide 3& through the outer tube 5 and the support 4.
The relationship between the support body 4 and the support body 4 and the waveguide 3a is such that they are in perfect contact with each other.

しかし、ウェーブガイド3の他側半分3aに間しては、
地盤9の変形によるAE音は一切伝えられないように、
十分な余裕のある大きさの空隙をつくる円孔4aの中に
通して非接触の構成とされている。従って、U字形状を
なすウェーブガイド3の全長にわたり、地盤9の変状に
応してAE音が人力される箇所は必ず一つである。
However, between the other half 3a of the waveguide 3,
In order to prevent any AE sound from being transmitted due to the deformation of the ground 9,
It passes through a circular hole 4a that creates a gap of sufficient size to provide a non-contact structure. Therefore, over the entire length of the U-shaped waveguide 3, there is always one location where the AE sound is manually applied in response to the deformation of the ground 9.

なお、ウェーブガイド2の他側半分3bと支持体4との
間に非接触の空隙を作る構造としては、第3図Aのよう
に支持体4にU字形の切欠き4bを設けた構成、又は第
3図Bのように支持体4を半円形状とした構成なとで実
施することができる。
Note that as a structure for creating a non-contact gap between the other half 3b of the waveguide 2 and the support body 4, a structure in which a U-shaped notch 4b is provided in the support body 4 as shown in FIG. 3A, Alternatively, as shown in FIG. 3B, the support body 4 can be configured to have a semicircular shape.

ウェーブガイド3の両端のAEセンサー1. 2は、各
々が受信したAE音の検出信号を演算処理し、その結果
を記録保存し、あるいは画像表示し、又プリントアウト
する機能を備えた信号処理装置7と接続されている。ウ
ェーブガイド3の両端の前記AE全センサー、  2よ
りも外寄りの位置には、それぞれ外部から混入する雑音
を検出する外部AEセンサー10.11が装着され、こ
れらも前記信号処理装置7と接続されている。
AE sensor 1 at both ends of waveguide 3. 2 is connected to a signal processing device 7 which has the function of processing the received AE sound detection signal, recording and storing the results, displaying images, and printing out the results. External AE sensors 10 and 11 are installed at both ends of the waveguide 3 at positions closer to the outside than the AE sensors 2, respectively, for detecting noise mixed in from the outside, and these are also connected to the signal processing device 7. ing.

つまり、この検出装置8の場合、信号処理装置7には、
主たるAEセンサー1.2及び外部AEセンサー10.
11からそれぞれの検出信号が人力される。そして、信
号処理装置7は、まずAEセンサー1(又は2)の検出
信号から隣接の外部AEセンサー10(又は11)の検
出信号を雑音として除去するデータ処理を行ない、もっ
て主たる二つのAEセンサーlと2の間で発生したAE
音のみをクリヤーにし、−例として次のような演算処理
を行なう。
In other words, in the case of this detection device 8, the signal processing device 7 includes:
Main AE sensor 1.2 and external AE sensor 10.
11, each detection signal is input manually. Then, the signal processing device 7 first performs data processing to remove the detection signal of the adjacent external AE sensor 10 (or 11) as noise from the detection signal of the AE sensor 1 (or 2). AE that occurred between and 2
Make only the sound clear, and perform the following calculation processing, for example.

AEセンサー1と2の間のウェーブガイド3の長さの1
/2をLとし、地中のAE音発生位置の深さをx、AE
音の伝播速度をVpとすると、各AE全センサー、  
2に到達するまでの時間t1とt2は、tI=x/Vp
、t2=2L−x/Vp  の式で求められる。したが
って、両者の到達時間差tは、t” t2 t+=2 
(L−x)/Vp  の式で求められる。よって、x=
L−1/2◆VP−t の式で求められるのである。し
たがって、雑音の悪影響は一切受けない。
1 of the length of waveguide 3 between AE sensors 1 and 2
/2 is L, and the depth of the underground AE sound generation position is x, AE
If the sound propagation speed is Vp, each AE sensor,
The time t1 and t2 until reaching 2 is tI=x/Vp
, t2=2L-x/Vp. Therefore, the arrival time difference t between the two is t” t2 t+=2
It is determined by the formula (L-x)/Vp. Therefore, x=
It is determined by the formula: L-1/2◆VP-t. Therefore, it is not affected by any adverse effects of noise.

上記構成の検出装置8の使用法は、第1図で明らかなよ
うに、まず対象地盤9に計測に必要な深さ、向きの計測
孔12を掘削し、この計測孔12の中に外管5て保護さ
れた装置本体を挿入し、その外周にはセメントミルク1
3を密実に充填して地盤9との一体性を確保する。
As is clear from FIG. 1, the method of using the detection device 8 having the above configuration is as follows: First, a measurement hole 12 is drilled in the target ground 9 to the depth and direction necessary for measurement, and an outer tube is inserted into the measurement hole 12. 5. Insert the protected device body, and coat the outer periphery with cement milk 1.
3 to ensure integrity with the ground 9.

上記検出装置8の使用法及びこれを用いた地盤変状の検
出方法の実施例としては、第4図のように自然斜面又は
切土斜面にウェーブガイド3がすべり面と交叉する配置
に埋設して検出が行なわれる。あるいは第5図のような
根切りまたは山留め掘削工事において、地山側にウェー
ブガイド3がすべり線と交叉する配置に埋設して検出が
行なわれる。さらには第6図のようにトンネル等の地山
のゆるみを計測するため、ゆるみゾーンをカバーする範
囲に検出装置8を埋設して検出が行なわれる。その他、
スラブとか柱の如き構造体の変状検出にも上記の検出装
置8及び検出方法を応用することが可能である。
As an example of how to use the detection device 8 and the method of detecting ground deformation using the same, as shown in FIG. Detection is performed. Alternatively, in root cutting or mountain retaining excavation work as shown in FIG. 5, detection is performed by embedding the waveguide 3 on the ground side in a position that intersects with the slip line. Furthermore, as shown in FIG. 6, in order to measure the loosening of the ground such as a tunnel, a detection device 8 is buried in a range that covers the loosening zone. others,
The above-described detection device 8 and detection method can also be applied to detect deformation of structures such as slabs and columns.

本発明が奏する効果 以上に実施例と併せて詳述したとおりであって、この発
明に係るAE全センサーよる地盤変状の検出装置及び検
出方法によれば、AE全センサー。
As described in detail in conjunction with the embodiments above and beyond the effects of the present invention, the device and method for detecting ground deformation using an AE full sensor according to the present invention provides an AE full sensor.

2は必ず地表上に在るため、設置時にAE全センサー破
損等の事故の心配は皆無であるし、またAEセンサー1
.2は何回でも回収して使用でき、非常に9!済的で計
測の信頼性が高い。即ち、1t!!盤変状の計測の長期
的な安定性、信頼性の5f保ができる。
Since AE sensor 2 is always on the ground surface, there is no need to worry about accidents such as damage to all AE sensors during installation, and AE sensor 1
.. 2 can be collected and used as many times as you like, making it a great 9! It is economical and has high measurement reliability. That is, 1t! ! Long-term stability and reliability of plate deformation measurement can be maintained by 5f.

また、雑音を除去した高精度な地盤変状の検出が可能で
あり、しかも地盤の変状を位置と変形量で定量的に簡便
に検出できるから、地すべり又は地盤の崩壊を事前に素
早く確実に予知して適切な防災対策を立てることに大き
く寄与するのである。
In addition, it is possible to detect ground deformation with high precision by removing noise, and it is also possible to quantitatively and easily detect ground deformation based on the position and amount of deformation, so it is possible to quickly and reliably detect landslides or ground collapse in advance. This greatly contributes to predicting and developing appropriate disaster prevention measures.

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

第1図は本発明に係る検出装置の使用状態を示した断面
図、第2図と第3図A、  Bはそれぞれ第1図の■−
■矢視の異なる構成の例を示した断面図、第4図〜第6
図は地盤変状の検出方法の異なる実施例を示した断面図
、第7図は従来の検出装置の使用例を示した立面図、第
8図A、  Bは地すべりの検出方法の要領を示した説
明図である。 1、 2・・・AE全センサー 3・・・ウェーブガイ
ド4・・・支持体 5・・・外管 3a。 3b・・・ウェーブガイドの片側半分 7・・・信号処理装置 8・・・検出装置 9・・・地盤 第 図
FIG. 1 is a cross-sectional view showing the state of use of the detection device according to the present invention, and FIGS.
■Cross-sectional views showing examples of configurations with different arrow views, Figures 4 to 6
The figure is a cross-sectional view showing different embodiments of the method for detecting ground deformation, Figure 7 is an elevational view showing an example of the use of a conventional detection device, and Figures 8A and B show the outline of the landslide detection method. FIG. 1, 2...All AE sensors 3...Wave guide 4...Support body 5...Outer tube 3a. 3b... Half of one side of the waveguide 7... Signal processing device 8... Detection device 9... Ground map

Claims (1)

【特許請求の範囲】 【1】両端にAEセンサーが装着された所望長さの棒状
をなすウェーブガイドがその長さの中央部を折曲げてU
字形状とされ、該ウェーブガイドはその長さ方向にほぼ
等ピッチに配置された多数の円板状をなす支持体を介し
て当該U字形状のウェーブガイドとほぼ等長の外管の中
へ挿入されており、U字形状をなすウェーブガイドの片
側半分は支持体を介して地盤の変状によるAE音が直接
ウェーブガイドに伝達される関係とし、他側半分は地盤
の変状によるAE音が一切伝達されない関係で支持され
ており、両端のAEセンサーにはその検出信号の信号処
理装置が接続されていることを特徴とするAEセンサー
による地盤変状の検出装置。 【2】ウェーブガイドの両端のAEセンサーよりもさら
に外寄りの位置に外部AEセンサーが装着され、この外
部AEセンサーも信号処理装置と接続されていることを
特徴とする特許請求の範囲第1項に記載した、AEセン
サーによる地盤変状の検出装置。 【3】両端にAEセンサーが装着された所望長さの棒状
をなすウェーブガイドがその長さの中央部を折曲げてU
字形状とされ、当該ウェーブガイドはその長さ方向にほ
ぼ等ピッチに配置された多数の円板状をなす支持体を介
して当該U字形状のウェーブガイドとほぼ等長の外管の
中へ挿入されており、U字形状をなすウェーブガイドの
片側半分は支持体を介して地盤の変状によるAE音が直
接ウェーブガイドに伝達される関係とし、他側半分は地
盤の変状によるAE音が一切伝達されない関係で支持さ
れており、両端のAEセンサーにはその検出信号の信号
処理装置が接続された構成の検出装置を対象地盤中に埋
設し、地盤の変状によるAE音をウェーブガイドの両端
のAEセンサーで検出せしめ、AEセンサーが受信した
AE音の到達時間の差に基いてAE音の発生位置を演算
し評定することを特徴とするAEセンサーによる地盤変
状の検出方法。
[Scope of Claims] [1] A bar-shaped waveguide of a desired length with AE sensors attached to both ends is bent at the center of its length to form a U
The waveguide is shaped like a U-shape, and the waveguide passes through a large number of disc-shaped supports arranged at approximately equal pitches in its length direction into an outer tube that has approximately the same length as the U-shaped waveguide. One half of the U-shaped waveguide is inserted so that AE sound caused by deformation of the ground is directly transmitted to the waveguide via the support, and the other half is used to transmit AE sound caused by deformation of the ground. A ground deformation detection device using an AE sensor, characterized in that the AE sensor is supported in such a manner that no signal is transmitted thereto, and a signal processing device for the detection signal is connected to the AE sensor at both ends. [2] Claim 1, characterized in that an external AE sensor is mounted at a position further outward than the AE sensors at both ends of the waveguide, and this external AE sensor is also connected to a signal processing device. A ground deformation detection device using an AE sensor described in . [3] A bar-shaped waveguide of a desired length with AE sensors attached to both ends is bent at the center of its length to create a U
The waveguide is shaped like a U-shape, and the waveguide passes through a large number of disk-shaped supports arranged at approximately equal pitches in its length direction into an outer tube that has approximately the same length as the U-shaped waveguide. One half of the U-shaped waveguide is inserted so that AE sound caused by deformation of the ground is directly transmitted to the waveguide via the support, and the other half is used to transmit AE sound caused by deformation of the ground. A detection device with a configuration in which a signal processing device for the detection signal is connected to the AE sensor at both ends is buried in the target ground, and the AE sound caused by ground deformation is waveguided. A method for detecting ground deformation using an AE sensor, characterized in that the AE sensor detects ground deformation at both ends of the AE sensor, and calculates and evaluates the position where the AE sound is generated based on the difference in arrival time of the AE sound received by the AE sensor.
JP34165089A 1989-12-29 1989-12-29 Apparatus and method for detecting ground deformation using AE sensor Expired - Fee Related JP2797008B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34165089A JP2797008B2 (en) 1989-12-29 1989-12-29 Apparatus and method for detecting ground deformation using AE sensor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34165089A JP2797008B2 (en) 1989-12-29 1989-12-29 Apparatus and method for detecting ground deformation using AE sensor

Publications (2)

Publication Number Publication Date
JPH03202504A true JPH03202504A (en) 1991-09-04
JP2797008B2 JP2797008B2 (en) 1998-09-17

Family

ID=18347735

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34165089A Expired - Fee Related JP2797008B2 (en) 1989-12-29 1989-12-29 Apparatus and method for detecting ground deformation using AE sensor

Country Status (1)

Country Link
JP (1) JP2797008B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002228404A (en) * 2001-02-05 2002-08-14 Erumekku Denshi Kogyo Kk Landslide detection system
CN103266589A (en) * 2013-05-24 2013-08-28 浙江大学宁波理工学院 Integral-type settlement plate installation device of soil mass layered settlement monitoring equipment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002228404A (en) * 2001-02-05 2002-08-14 Erumekku Denshi Kogyo Kk Landslide detection system
JP4636217B2 (en) * 2001-02-05 2011-02-23 エルメック電子工業株式会社 Landslide detection system
CN103266589A (en) * 2013-05-24 2013-08-28 浙江大学宁波理工学院 Integral-type settlement plate installation device of soil mass layered settlement monitoring equipment

Also Published As

Publication number Publication date
JP2797008B2 (en) 1998-09-17

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