JPH02157681A - Underground surveying method for shield method - Google Patents
Underground surveying method for shield methodInfo
- Publication number
- JPH02157681A JPH02157681A JP63311266A JP31126688A JPH02157681A JP H02157681 A JPH02157681 A JP H02157681A JP 63311266 A JP63311266 A JP 63311266A JP 31126688 A JP31126688 A JP 31126688A JP H02157681 A JPH02157681 A JP H02157681A
- Authority
- JP
- Japan
- Prior art keywords
- wave
- waves
- rayleigh
- ground
- rayleigh wave
- 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
Landscapes
- Excavating Of Shafts Or Tunnels (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 本発明はシールド工法における地中探査方法に関する。[Detailed description of the invention] Industrial applications The present invention relates to an underground exploration method in the shield construction method.
従来の技術
シールドm逸機によりトンネルを掘削している最中に巨
大な埋設物などの障害物に遭遇した場合、安全面または
工程に与える影響が大きい。従来はこれを避けるためト
ンネル予定路線上をポーリングするなど、地上から探査
していた。しかし、海底トンネルや大深度トンネルでは
この地上からの探査法自体が適用困難である。そこで、
現在電磁波によってシールド本体の前方を探査する方法
が提案されている。If an obstacle such as a huge buried object is encountered while excavating a tunnel using conventional shield technology, it will have a large impact on safety and the process. Previously, to avoid this, exploration was conducted from the ground, such as by polling the planned tunnel route. However, this ground-based exploration method is difficult to apply to submarine tunnels and deep tunnels. Therefore,
Currently, a method of exploring the front of the shield body using electromagnetic waves has been proposed.
発明が解決しようとする課題
上記の電磁波による探査方法では、探査距離が2〜3m
であり、塩水によって飽和された地盤ではさらに探査距
離が小さくなる。このため障害物発見が遅れ、障’iu
f物の除去作業を安全に実施するための充分な距離が保
証されないという課題がある。Problems to be Solved by the Invention In the above-mentioned exploration method using electromagnetic waves, the exploration distance is 2 to 3 meters.
, and the exploration distance becomes even smaller in ground saturated with salt water. As a result, the discovery of obstacles is delayed, and obstacles
There is a problem in that sufficient distance is not guaranteed to safely carry out the work of removing objects.
そこで、本発明は上記課題を解消し得るシールド工法に
おける地中探査方法を提供することを目的とする。Therefore, an object of the present invention is to provide an underground exploration method using the shield construction method that can solve the above problems.
課題を解決するための手段
上記課題を解決するため、本発明のシールド工法におけ
る地中探査方法は、シールド本体前面の面仮に設けられ
たP波・S波およびレーリー波の発振器からP波・S波
およびレーリー波を地中に向って発射させるとともに、
これらP波・S波の反射波およびレーリー波の伝達波を
上記面板にそれぞれ設けられた検出器で検出し、これら
検出データに基づいて地中内の障害物、土質変化などを
探査する方法である。Means for Solving the Problems In order to solve the above problems, the underground exploration method in the shield construction method of the present invention is designed to emit P waves, S waves, and Rayleigh waves from an oscillator for P waves, S waves, and Rayleigh waves provided on the front surface of the shield body. In addition to emitting waves and Rayleigh waves underground,
This is a method in which the reflected waves of P and S waves and the transmitted waves of Rayleigh waves are detected by detectors installed on the above-mentioned face plate, and based on these detection data, underground obstacles, soil changes, etc. are detected. be.
作用
上記の地中探査方法によると、シールド本体の前方地山
内に、障害物、空洞または土質の境界が存在する場合、
P波・S波およびレーリー波の総合解析により、それら
を10m程度前方から短時間に、正確にかつ容易に探査
することができる。Effect According to the underground exploration method described above, if there are obstacles, cavities, or soil boundaries in the ground in front of the shield body,
By comprehensive analysis of P waves, S waves, and Rayleigh waves, they can be detected accurately and easily from about 10 meters ahead in a short time.
実施例 以下、本発明の一実施例を図面に基づき説明する。Example Hereinafter, one embodiment of the present invention will be described based on the drawings.
まず、シールド工法に使用されるシールド掘進機につい
て説明する。図面において、1はシールド本体で、その
前端にはカッタヘッド2が回転自在に設けられている。First, the shield excavator used in the shield construction method will be explained. In the drawings, reference numeral 1 denotes a shield body, and a cutter head 2 is rotatably provided at the front end of the shield body.
上記カッタヘッド2の画板2aの所定位置には、P波(
縦波)とS波(横波)を発生させる圧電素子(発振器)
3が少なくとも1個設けられるとともに、この圧電素子
3から発振されたP波およびS波の反射波を捉えて検出
する複数個のハイドロホン(検出器)4が設けられてい
る。なお、圧電素子3および各ハイドロホン4は、多数
設けられる場合は例えば画板2aの半径方向で中心近傍
から外側に肉って順次複数列に配置される。上記圧電素
子3から他山に向って発射されたP波およびS波は、例
えば前方地山内の障害物Aに当たり、その反射波が複数
個のハイドロホン4によって検出され、それぞれ異なる
位置での反射波の到達時間を計測することにより、障害
物Aの位置が分かる。なお、P波は近距離探査用として
使用され、その分解能が高い、また、S波は遠距離探査
用として使用される。さらに、上記カッタヘッド2の面
板2aの中央近傍位置には、レーリー波(表面波)Bを
発生する起重器(発振器)5が設けられるとともに、こ
の起重器5の近くには、互いに所定距離だけ離されると
ともに起重器5から発生されたレーリー波の地山内の伝
達波を検出するハイドロホン(検出器の一例で、地震計
でもよい)6が少なくとも2個設けられている。A P wave (
Piezoelectric element (oscillator) that generates longitudinal waves) and S waves (transverse waves)
At least one hydrophone 3 is provided, and a plurality of hydrophones (detectors) 4 that capture and detect reflected waves of P waves and S waves oscillated from the piezoelectric element 3 are provided. When a large number of piezoelectric elements 3 and hydrophones 4 are provided, they are arranged in a plurality of rows in the radial direction of the drawing board 2a from near the center outward. The P waves and S waves emitted from the piezoelectric element 3 toward another mountain hit, for example, an obstacle A in the mountain ahead, and the reflected waves are detected by a plurality of hydrophones 4 and reflected at different positions. By measuring the arrival time of the waves, the position of the obstacle A can be determined. Note that P waves are used for short-distance exploration and have high resolution, and S waves are used for long-distance exploration. Furthermore, near the center of the face plate 2a of the cutter head 2, there is provided a hoist (oscillator) 5 that generates a Rayleigh wave (surface wave) B. At least two hydrophones (an example of a detector, and a seismometer may be used) 6 are provided, which are separated by a distance and detect the propagation of Rayleigh waves generated from the hoist 5 within the ground.
上記起重器5から地山内に発射されたレーリー波は、ま
ず近い方のハイドロポン6Aに到達し、次に遠い方のハ
イドロポン6Bに到達する。したがって、これら両ハイ
ドロホン6A、6Bのレーリー波の検出時間差を測定す
ることによって、レーリー波速度を計算することができ
、これにより前方地山の土質構造および障害物、空洞の
有無などが分かる。なお、このレーリー波は、その周波
数を高くまたは低くすることによって、前方到達距離が
変化する。すなわち、周波数を高くすれば、近くの土質
が探査対象となり、低くすれば遠い箇所の土質が探査対
象となる。なお、周波数の高低はあらかじめ設定された
プ17グラムにより順次行なわれる。そして、さらに」
−記シールド本体1の内部には、上述したように各ハイ
ドロホン4における反射波の検出信号および各ハイドロ
ホン6における伝達波の検出信号を、コントローラ7を
介して入力するとともに、これら検出信号に基づいて所
定の演算すなわち障害物A、または空洞までの距離およ
びその大きさ並びに土質変化位置を解析する制御装置(
例えば小型電子計算機および制t11盤からなる)8が
配置されている。また、この制御装置8で解析されたデ
ータは、地上の中央監視制御盤9に送られて、記録およ
び画像(例えば立体画1象)として、画面表示またはプ
リンター10に出力される。The Rayleigh waves emitted into the ground from the hoist 5 first reach the closer hydropon 6A, and then reach the farthest hydropon 6B. Therefore, by measuring the detection time difference between the Rayleigh waves of both hydrophones 6A and 6B, the Rayleigh wave velocity can be calculated, and thereby the soil structure of the ground ahead, the presence or absence of obstacles, cavities, etc. can be determined. Note that the forward reach of this Rayleigh wave changes by increasing or decreasing its frequency. In other words, if the frequency is set high, the nearby soil will be the target of exploration, and if the frequency is set low, the soil at a far location will be the target of exploration. Incidentally, the frequency is changed sequentially according to a preset program. And further.”
- As described above, the detection signal of the reflected wave from each hydrophone 4 and the detection signal of the transmitted wave from each hydrophone 6 are inputted into the inside of the shield body 1 via the controller 7, and these detection signals are A control device that analyzes the distance to the obstacle A or the cavity, its size, and the position of soil change based on predetermined calculations (
For example, a computer (8) consisting of a small electronic computer and a control panel (t11) is arranged. Further, the data analyzed by this control device 8 is sent to a central monitoring and control panel 9 on the ground, and is output as a record and image (for example, one stereoscopic image) to a screen display or to a printer 10.
次に、地中すなわち前方地山の探査方法について説明す
る。Next, a method for exploring the underground, that is, the ground in front of the ground will be explained.
探査はセグメントの組立て時間中に行なわれる。The search is performed during segment assembly time.
すなわち、圧電素子3より府方地山内に発射されたP波
およびS波は、地山内に障害物Aや土質の境界が存在す
る場合、そこで反射され、その反射波が複数個のハイド
ロポン4により検出されて、制御装置8により解析され
る。次に、上記と同様に、起重器5からレーリー波が発
射されて一対のハイドロホン6間のレーリー波速度が検
出される。That is, the P waves and S waves emitted from the piezoelectric element 3 into the local ground are reflected there if there is an obstacle A or a soil boundary within the ground, and the reflected waves are transmitted to the plural hydropons 4. and analyzed by the control device 8. Next, similarly to the above, Rayleigh waves are emitted from the hoist 5 and the Rayleigh wave velocity between the pair of hydrophones 6 is detected.
この場合、地山内の障害物A、空洞や土質の境界は、レ
ーリー波速度の境界層として現われ、やはり制御装置8
によって解析される。In this case, the obstacle A in the ground, the cavity, and the soil boundary appear as a boundary layer of Rayleigh wave velocity, and the control device 8
Parsed by.
上記の一連の調査が一断面にて終了すると、カッターヘ
ッド2を所定量だ41回転させ、同様な調査を繰り返す
ことによってシールド本体1111方の立体的な調査が
実施される。また、測定されたデータは記憶装置内に蓄
積され、障害物であるかないかの判断を行う人工知能の
知識データベースとして活用される。When the above-mentioned series of investigations are completed in one section, the cutter head 2 is rotated 41 times by a predetermined amount, and the same investigation is repeated to carry out a three-dimensional investigation of the shield main body 1111. In addition, the measured data is stored in a storage device and used as a knowledge database for artificial intelligence that determines whether an object is an obstacle or not.
なお、これら一連の作業はすべてセグメント組み立て中
に行われるため、工程ノ\の調査時間の影響はなく、次
のリングの掘削が開始される前までにはシールド本体l
の前方他山の状況が探査でき、探査距離か充分に確保さ
れるため安全な綿工が可能となる。Note that all of these operations are performed during segment assembly, so there is no impact on the investigation time of the process, and the shield body l will be ready before excavation of the next ring begins.
Since the situation of other mountains in front of the mountain can be investigated and the exploration distance is sufficiently secured, safe cotton weaving is possible.
このように、高周波で分解能の高いP波、低周波で透過
距離の長いS波およびその速度分布から土質境界層や空
洞の発見などに有効なレーリー波を併用することによっ
てシールド本体前方の障害物を10m程度まで探査でき
るようになるとともに、その分解能も30aa程度まで
高めることができる。In this way, by using P waves with high frequency and high resolution, S waves with low frequency and long penetration distance, and Rayleigh waves, which are effective for finding soil boundary layers and cavities from their velocity distribution, obstacles in front of the shield body can be detected. It becomes possible to search up to about 10 meters, and the resolution can be increased to about 30 aa.
発明の効果
上記本発明の探査方法によると、シールド本体の前方地
山内に、障害物、空洞または土質の境界が存在する場合
、P波・S波およびレーリー波の総合解析により、それ
らを10m程度前方から短時間に、正確にかつ容易に探
査することができる。Effects of the Invention According to the above-mentioned exploration method of the present invention, if there are obstacles, cavities, or soil boundaries in the ground in front of the shield body, comprehensive analysis of P waves, S waves, and Rayleigh waves can detect them by about 10 m. It is possible to search from the front in a short time, accurately and easily.
図面は本発明の探査方法の一実施例を示す概略斜視図で
ある。
1・・・シールド本体、2・・・カッタヘッド、2a・
・・面板、3・・・圧電素子、4・・・ハイドロホン、
5・・・起震器、6,6A、6B・・・ハイドロホン。
代理人 森 本 義 弘The drawing is a schematic perspective view showing an embodiment of the exploration method of the present invention. 1... Shield body, 2... Cutter head, 2a.
... Face plate, 3... Piezoelectric element, 4... Hydrophone,
5... Earthquake generator, 6, 6A, 6B... Hydrophone. Agent Yoshihiro Morimoto
Claims (1)
よびレーリー波の発振器からP波・S波およびレーリー
波を地中に向って発射させるとともに、これらP波・S
波の反射波およびレーリー波の伝達波を上記面板にそれ
ぞれ設けられた検出器で検出し、これら検出データに基
づいて地中内の障害物、土質変化などを探査することを
特徴とするシールド工法における地中探査方法。1. Emit P waves, S waves, and Rayleigh waves into the ground from a P wave, S wave, and Rayleigh wave oscillator installed on the face plate on the front of the shield body, and also emit these P waves, S waves, and
A shield construction method characterized by detecting reflected waves of waves and transmitted waves of Rayleigh waves with detectors respectively provided on the face plate, and searching for underground obstacles, soil changes, etc. based on these detected data. underground exploration method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63311266A JPH02157681A (en) | 1988-12-09 | 1988-12-09 | Underground surveying method for shield method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63311266A JPH02157681A (en) | 1988-12-09 | 1988-12-09 | Underground surveying method for shield method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02157681A true JPH02157681A (en) | 1990-06-18 |
Family
ID=18015070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63311266A Pending JPH02157681A (en) | 1988-12-09 | 1988-12-09 | Underground surveying method for shield method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02157681A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04198794A (en) * | 1990-11-29 | 1992-07-20 | Yamamoto Tokuo | Non-destructive measuring method by using acoustic wave of physical property of stratum |
| JPH04122795U (en) * | 1991-04-24 | 1992-11-05 | 株式会社間組 | underground exploration device |
| JPH05113097A (en) * | 1991-09-27 | 1993-05-07 | Biitsuku Kk | Probing method of tunnel facing front ground |
| JP2002006056A (en) * | 2000-06-19 | 2002-01-09 | Jiban Hosho Kyokai:Kk | Method and apparatus for measuring amount of ground subsidence |
| JP2007231729A (en) * | 2006-02-28 | 2007-09-13 | Geoforschungszentrum Potsdam Stiftung Des Oeffentlichen Rechts | Method and apparatus for pre-exploration during tunnel construction |
| JP2009052300A (en) * | 2007-08-28 | 2009-03-12 | Chuo Kaihatsu Kk | Geological structure survey system and method |
| JP2013213398A (en) * | 2013-05-29 | 2013-10-17 | Kajima Corp | Excavator and forward investigation method for cutting face |
| CN103526736A (en) * | 2013-09-30 | 2014-01-22 | 河北省水利工程局 | Foundation dynamic compaction strengthening quality three-dimensional continuous detection method |
| CN104502951A (en) * | 2015-01-20 | 2015-04-08 | 重庆大学 | Rayleigh wave railway substructure monitoring cavity three-dimensional positioning method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62101800A (en) * | 1985-10-28 | 1987-05-12 | 株式会社小松製作所 | Shield tunnel face detection device |
| JPS62273480A (en) * | 1986-05-21 | 1987-11-27 | Hitachi Zosen Corp | Soil inspection in shield construction |
-
1988
- 1988-12-09 JP JP63311266A patent/JPH02157681A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62101800A (en) * | 1985-10-28 | 1987-05-12 | 株式会社小松製作所 | Shield tunnel face detection device |
| JPS62273480A (en) * | 1986-05-21 | 1987-11-27 | Hitachi Zosen Corp | Soil inspection in shield construction |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04198794A (en) * | 1990-11-29 | 1992-07-20 | Yamamoto Tokuo | Non-destructive measuring method by using acoustic wave of physical property of stratum |
| JPH04122795U (en) * | 1991-04-24 | 1992-11-05 | 株式会社間組 | underground exploration device |
| JPH05113097A (en) * | 1991-09-27 | 1993-05-07 | Biitsuku Kk | Probing method of tunnel facing front ground |
| JP2002006056A (en) * | 2000-06-19 | 2002-01-09 | Jiban Hosho Kyokai:Kk | Method and apparatus for measuring amount of ground subsidence |
| JP2007231729A (en) * | 2006-02-28 | 2007-09-13 | Geoforschungszentrum Potsdam Stiftung Des Oeffentlichen Rechts | Method and apparatus for pre-exploration during tunnel construction |
| JP2009052300A (en) * | 2007-08-28 | 2009-03-12 | Chuo Kaihatsu Kk | Geological structure survey system and method |
| JP2013213398A (en) * | 2013-05-29 | 2013-10-17 | Kajima Corp | Excavator and forward investigation method for cutting face |
| CN103526736A (en) * | 2013-09-30 | 2014-01-22 | 河北省水利工程局 | Foundation dynamic compaction strengthening quality three-dimensional continuous detection method |
| CN104502951A (en) * | 2015-01-20 | 2015-04-08 | 重庆大学 | Rayleigh wave railway substructure monitoring cavity three-dimensional positioning method |
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