JPH0715897U - Ground detection device for shield machine - Google Patents

Ground detection device for shield machine

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Publication number
JPH0715897U
JPH0715897U JP4957193U JP4957193U JPH0715897U JP H0715897 U JPH0715897 U JP H0715897U JP 4957193 U JP4957193 U JP 4957193U JP 4957193 U JP4957193 U JP 4957193U JP H0715897 U JPH0715897 U JP H0715897U
Authority
JP
Japan
Prior art keywords
ground
detection device
shield machine
electrode
shield body
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
Application number
JP4957193U
Other languages
Japanese (ja)
Inventor
紳一 寺田
典夫 三谷
Original Assignee
株式会社小松製作所
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 株式会社小松製作所 filed Critical 株式会社小松製作所
Priority to JP4957193U priority Critical patent/JPH0715897U/en
Publication of JPH0715897U publication Critical patent/JPH0715897U/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)

Abstract

(57)【要約】 【目的】 地山の状態を3次元的に検知できる地山検知
装置を提供する。 【構成】 地中を掘進するシールド本体1に、前方の地
山18へ出没自在に突出するボーリング管5を設け、こ
のボーリング管5の外周面に、地山18の比抵抗分布を
3次元的に検出する探査電極6を設けたもので、シール
ド本体1前方の地山18の状態が広範囲に亘って検知で
きるため、効率のよい掘削が可能になる。
(57) [Abstract] [Purpose] To provide a rock mass detection device capable of three-dimensionally detecting the condition of rock mass. [Structure] The shield body 1 which is dug into the ground is provided with a boring pipe 5 projecting freely into and out of the ground 18 in front of the ground. Since the probe electrode 6 for detecting is provided, the state of the ground 18 in front of the shield body 1 can be detected over a wide range, so that efficient excavation is possible.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案は地山の比抵抗を測定することにより地山の状態を検知するシールド 掘進機の前方検知装置に関する。 The present invention relates to a front detector for a shield machine, which detects the state of the ground by measuring the resistivity of the ground.

【0002】[0002]

【従来の技術】[Prior art]

従来この種の装置として例えば特公平3−34559号公報や、特開平3−2 57395号公報に記載されたものが公知である。 前者の検知装置は、スキンプレートに設けた通電電極により地山に通電して電 位分布を形成し、この電位分布と通電電流より見かけの比抵抗を求め、この見か けの比抵抗の変化から地山の状態を検知するようにしている。 Conventionally, devices of this type are known, for example, those disclosed in Japanese Patent Publication No. 3-34559 and Japanese Patent Application Laid-Open No. 3-257395. In the former detection device, the energization electrode provided on the skin plate energizes the natural ground to form a potential distribution, and the apparent specific resistance is obtained from this potential distribution and the energized current, and the change in the apparent resistivity is determined. The state of the ground is detected from.

【0003】 また後者の検知装置は、マトリックス状に配置した複数の電極のうち、任意の 一対の電極を選択して電源を接続し、これら電極の出力信号に基づいて地中の比 抵抗を求め、得られた比抵抗の変化から地山の状態を検知するようにしたもので ある。In the latter detection device, an arbitrary pair of electrodes is selected from a plurality of electrodes arranged in a matrix, a power source is connected, and the specific resistance in the ground is obtained based on the output signals of these electrodes. The ground condition is detected based on the obtained change in resistivity.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかし上記従来の検知装置では、検知範囲がスキンプレートやカッタヘッドの 近傍に限定され、シールド掘進機前方の地中障害物を検知することに利用できな かった。 しかも2次元的な検知によるため、広範囲な検知が困難であるなどの不具合が あった。 この考案はかかる不具合を改善するためになされたもので、地山を3次元的に 検出することにより、広範囲に亘って地山の状態が検知できるようにしたシール ド掘進機の地山検知装置を提供することを目的とするものである。 However, with the above-mentioned conventional detection device, the detection range was limited to the vicinity of the skin plate and the cutter head, and it could not be used to detect underground obstacles in front of the shield machine. Moreover, since it is detected in two dimensions, it has problems such as difficulty in wide-range detection. The present invention has been made in order to improve such a problem. By detecting the ground three-dimensionally, it is possible to detect the state of the ground over a wide area. It is intended to provide.

【0005】[0005]

【課題を解決するための手段】 この考案は上記目的を達成するために、地中を掘進するシールド本体に、前方 の地山へ出没自在に突出するボーリング管を設け、このボーリング管の外周面に 、地山の比抵抗分布を3次元的に検出する探査電極を設けたものである。[Means for Solving the Problems] In order to achieve the above object, the present invention provides a shield body for excavating in the ground with a boring pipe projecting freely into and out of the front ground, and the outer peripheral surface of the boring pipe. In addition, an exploration electrode for three-dimensionally detecting the resistivity distribution of the natural ground is provided.

【0006】[0006]

【作用】[Action]

上記構成によりシールド本体前方の地山の状態が広範囲に検出できるため、地 山の状態に応じた効率のよい掘削が可能になる。 With the above configuration, since the ground condition in front of the shield body can be detected over a wide range, it is possible to efficiently excavate according to the ground condition.

【0007】[0007]

【実施例】【Example】

この考案の一実施例を図面を参照して詳述する。 図1は地中を掘進中のシールド掘進機を示すもので、この図で1はシールド本 体、2はシールド本体1の前部に回転自在に設けられたカッタヘッド、3は掘削 されたトンネルの内壁を覆工するセグメント、そして4がこの考案の地山検知装 置を示す。 上記地山検知装置4はシールド本体1よりカッタヘッド2を貫通して前方へ出 没するボーリング管5を有しており、このボーリング管5の途中に探査電極6が 設けられている。 An embodiment of the present invention will be described in detail with reference to the drawings. Figure 1 shows a shield machine excavating in the ground. In this figure, 1 is a shield body, 2 is a cutter head rotatably provided in front of the shield body 1, and 3 is an excavated tunnel. The segment for lining the inner wall of the, and 4 shows the ground detection device of this invention. The ground detection device 4 has a boring tube 5 penetrating the cutter head 2 from the shield body 1 and protruding and retracting forward, and an exploration electrode 6 is provided in the middle of the boring tube 5.

【0008】 上記探査電極6は図2及び図3に示すように、筒状の絶縁体6aの外周面に軸 線方向に間隔を存して複数の電極6bを設けたもので、各電極6bは絶縁体6内 に配線されたケーブル7を介してシールド本体1内などに設置された図4に示す 計測装置8に接続されている。 計測装置8は電極6bの接続されたリレー回路9と、このリレー回路9をコン トロールするリレーコントロール回路10、電極6bからの信号を増幅するプリ アンプ11、電圧を測定するロックインアンプ12と、電流を測定するロックイ ンアンプ13、上記リレーコントロール回路10やロックインアンプ12、13 を制御するCPU及び表示部14、そしてプリアンプ11やロックインアンプ1 3へ定電流を供給する定電流源15などより構成されている。As shown in FIGS. 2 and 3, the probe electrode 6 is formed by providing a plurality of electrodes 6b on the outer peripheral surface of a cylindrical insulator 6a at intervals in the axial direction. Is connected to a measuring device 8 shown in FIG. 4 installed in the shield body 1 or the like via a cable 7 wired in the insulator 6. The measuring device 8 has a relay circuit 9 to which the electrode 6b is connected, a relay control circuit 10 for controlling the relay circuit 9, a preamplifier 11 for amplifying a signal from the electrode 6b, a lock-in amplifier 12 for measuring a voltage, From a lock-in amplifier 13 that measures a current, a CPU and a display unit 14 that control the relay control circuit 10 and the lock-in amplifiers 12 and 13, and a constant current source 15 that supplies a constant current to the preamplifier 11 and the lock-in amplifier 13 It is configured.

【0009】 次に作用を説明すると、シールド掘進機による掘削中は、ボーリング管5はシ ールド本体1内に格納し、地山18の状態を検出するときに目標位置まで前方へ 押し出す。 そしてボーリング管5の途中に設けた探査電極6により地山18の比抵抗を計 測装置8により測定する。The operation will be described next. During excavation by the shield machine, the boring pipe 5 is stored in the shield body 1 and pushed forward to a target position when the state of the ground 18 is detected. Then, the specific resistance of the natural ground 18 is measured by the measuring device 8 by the exploration electrode 6 provided in the middle of the boring pipe 5.

【0010】 いま例えば探査電極6の各電極6bが図5に示すようにダイポール・ダイポー ル配置されている場合、電極6bのうちC1 、C2 に電流を流して、そのとき地 山18に流れる電流により発生する電圧を別の電極P1 、P2 で測定する。 このときの探査電極6の感度は、各電極6bの間隔をaとした場合、電極6b から距離(n+1)a/2離れた地山18内のQDを中心とする半径aの円内に あり、この領域の見かけの比抵抗値は、 Pe=πan(n+1)(n+2)V/i なおV:P1 、P2 の電圧 i:C1 、C2 の電流 となり、この見かけの比抵抗の変化を測定することにより、地山18の状態を検 知することができる。Now, for example, when each electrode 6b of the exploration electrode 6 is arranged in a dipole / dipole arrangement as shown in FIG. 5, a current is applied to C 1 and C 2 of the electrode 6b, and at that time, the ground 18 is The voltage generated by the flowing current is measured at the other electrodes P 1 and P 2 . At this time, the sensitivity of the exploration electrode 6 is within a circle of radius a centered on the QD in the natural ground 18 at a distance (n + 1) a / 2 from the electrode 6b, where a is the distance between the electrodes 6b. , The apparent resistivity value of this region is Pe = πan (n + 1) (n + 2) V / i where V: voltage of P 1 and P 2 i: current of C 1 and C 2 , and the apparent resistivity of By measuring the change, the state of the ground 18 can be detected.

【0011】 以下同様に電流を流す電極C1 、C2 と電圧を測定する電極P1 、P2 をリレ ー回路9をコントロールするリレーコントロール回路10により順次切換えて、 地山18の別の位置の状態を検知する。 これによって2次元的に地山18の比抵抗分布(疑似比抵抗断面)を求めるこ とができると共に、さらにボーリング管5を回転させながら上記と同様な測定を 行うことにより、図1及び図6の斜線で示す領域19の地山18の状態を検出す ることができる。Similarly, the electrodes C 1 and C 2 through which the current flows and the electrodes P 1 and P 2 for measuring the voltage are sequentially switched by the relay control circuit 10 that controls the relay circuit 9, and the other positions of the ground 18 are changed. Detect the state of. As a result, the resistivity distribution (pseudo-resistivity cross section) of the ground 18 can be obtained two-dimensionally, and the same measurement as above can be performed while rotating the boring pipe 5 to obtain the results shown in FIGS. It is possible to detect the state of the natural ground 18 in the area 19 indicated by the diagonal lines.

【0012】 なお図1及び図6中領域20は前回検知した範囲を示す。 また上記実施例では、探査電極6を、絶縁体6aの外周面に電極6bを1列配 列した場合を説明したが、図8及び図9に示すように絶縁体6aの外周面に複数 列配列すれば、ボーリング管5を回転させずに3次元的な検知が可能である。An area 20 in FIGS. 1 and 6 shows a range detected last time. Further, in the above-described embodiment, the case where the electrodes 6b are arranged in one row on the outer peripheral surface of the insulator 6a has been described, but as shown in FIGS. 8 and 9, a plurality of rows are arranged on the outer peripheral surface of the insulator 6a. If arranged, three-dimensional detection is possible without rotating the boring tube 5.

【0013】 さらに上記実施例では電極6bをダイポール・ダイポール配置としたが、ウエ ンナ配置やシュランベルジャ配置にしてもよいと共に、計測装置に出力される比 抵抗分布は、数値であっても、色表示または等高線表示であってもよい。Further, although the electrodes 6b are arranged in the dipole / dipole arrangement in the above-mentioned embodiment, they may be arranged in the manner of a trench or a Schramberger, and the specific resistance distribution output to the measuring device may be a numerical value. Color display or contour line display may be used.

【0014】[0014]

【考案の効果】[Effect of device]

この考案は以上詳述したように、シールド本体の前方へボーリング管を突出し て、このボーリング管に設けた探査電極により地山の比抵抗分布を3次元的に測 定することにより地山の状態を検知するようにしたことから、掘進中の地山の状 態が広範囲に亘って精度よく行えるようになる。 As described in detail above, this device projects the boring tube in front of the shield body and measures the resistivity distribution of the ground three-dimensionally by the exploration electrodes provided on this boring tube. Since it is possible to detect the ground condition, the condition of the ground during excavation can be accurately measured over a wide range.

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

【図1】この考案の一実施例になるシールド掘進機の地
山検知装置を示す構成図である。
FIG. 1 is a configuration diagram showing a ground detection device of a shield machine according to an embodiment of the present invention.

【図2】この考案の一実施例になる地山検知装置の探査
電極を示す側面図である。
FIG. 2 is a side view showing an exploration electrode of a rock mass detection apparatus according to an embodiment of the present invention.

【図3】図2のX−X線に沿う断面図である。FIG. 3 is a sectional view taken along line XX of FIG.

【図4】この考案の一実施例になる地山検知装置の計測
装置を示すブロック図である。
FIG. 4 is a block diagram showing a measuring device of a rock mass detecting device according to an embodiment of the present invention.

【図5】この考案の一実施例になる地山検知装置の作用
説明図である。
FIG. 5 is an operation explanatory view of a rock mass detection apparatus according to an embodiment of the present invention.

【図6】この考案の一実施例になる地山検知装置の作用
説明図である。
FIG. 6 is an operation explanatory view of a rock mass detection device according to an embodiment of the present invention.

【図7】図6のY−Y線に沿う断面図である。7 is a cross-sectional view taken along the line YY of FIG.

【図8】この考案の他の実施例になる探査電極の側面図
である。
FIG. 8 is a side view of a probe electrode according to another embodiment of the present invention.

【図9】図8のZ−Z線に沿う断面図である。9 is a cross-sectional view taken along the line ZZ of FIG.

【符号の説明】[Explanation of symbols]

1 シールド本体 5 ボーリング管 6 探査電極 18 地山 1 Shield body 5 Boring tube 6 Exploration electrode 18 Ground

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 地中を掘進するシールド本体1に、前方
の地山へ出没自在に突出するボーリング管5を設け、こ
のボーリング管5の外周面に、地山18の比抵抗分布を
3次元的に検出する探査電極6を設けてなるシールド掘
進機の地山検知装置。
1. A shield main body 1 for excavating in the ground is provided with a boring pipe 5 projecting freely into and out of the ground in front of the earth. A ground detection device for a shield machine, which is provided with an exploration electrode 6 for detecting selectively.
JP4957193U 1993-08-20 1993-08-20 Ground detection device for shield machine Pending JPH0715897U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4957193U JPH0715897U (en) 1993-08-20 1993-08-20 Ground detection device for shield machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4957193U JPH0715897U (en) 1993-08-20 1993-08-20 Ground detection device for shield machine

Publications (1)

Publication Number Publication Date
JPH0715897U true JPH0715897U (en) 1995-03-17

Family

ID=12834902

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4957193U Pending JPH0715897U (en) 1993-08-20 1993-08-20 Ground detection device for shield machine

Country Status (1)

Country Link
JP (1) JPH0715897U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016133408A (en) * 2015-01-20 2016-07-25 株式会社Ihiインフラシステム Concrete resistivity measuring apparatus
WO2017204392A1 (en) * 2016-05-27 2017-11-30 한국과학기술원 Tunnel boring machine equipped with ground measuring device and ground measuring method using same
KR20200043085A (en) * 2018-10-17 2020-04-27 한국전력공사 Sensor for detecting electrical resistivity of rock mass ahead of tunnel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016133408A (en) * 2015-01-20 2016-07-25 株式会社Ihiインフラシステム Concrete resistivity measuring apparatus
WO2017204392A1 (en) * 2016-05-27 2017-11-30 한국과학기술원 Tunnel boring machine equipped with ground measuring device and ground measuring method using same
KR20200043085A (en) * 2018-10-17 2020-04-27 한국전력공사 Sensor for detecting electrical resistivity of rock mass ahead of tunnel

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