JPH02112589A - Method and device for protecting position sensing wire of excavator - Google Patents

Method and device for protecting position sensing wire of excavator

Info

Publication number
JPH02112589A
JPH02112589A JP63263674A JP26367488A JPH02112589A JP H02112589 A JPH02112589 A JP H02112589A JP 63263674 A JP63263674 A JP 63263674A JP 26367488 A JP26367488 A JP 26367488A JP H02112589 A JPH02112589 A JP H02112589A
Authority
JP
Japan
Prior art keywords
position detection
detection wire
slit
excavator
stabilizing liquid
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
JP63263674A
Other languages
Japanese (ja)
Other versions
JPH0569958B2 (en
Inventor
Masao Arai
政男 荒井
Masayuki Okochi
大河内 政之
Hisanori Hotta
堀田 久則
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP63263674A priority Critical patent/JPH02112589A/en
Publication of JPH02112589A publication Critical patent/JPH02112589A/en
Publication of JPH0569958B2 publication Critical patent/JPH0569958B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE:To avoid an effect on a position sensing wire by the flowing of a stabilizing liquid by installing a protecting tube having an open-close-free slit in the longitudinal direction and constant length to the upper section of an excavating ditch and housing a position sensing wire. CONSTITUTION:A protecting tube H having an open-close-free slit 12 in the longitudinal direction is disposed into an excavating ditch B, and the upper end section of the protecting tube H is mounted to the upper section of the excavating ditch B by a protecting-tube mounting member 11. A position sensing wire 3 is housed into the protecting tube H from the slit 12, a slender parting plate 13 is engaged with engaging grooves 12a, 12a on both sides of the slit 12, and the slit 12 is closed. Accordingly, even when a stabilizing liquid is made to flow in the excavating ditch B, the generation of displacement such as transverse swing in the position sensing wire 3 can be prevented.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、大深度の連続地中壁やリバース杭等を構築
するため、その構築溝を掘削する掘削機の水平変位量等
を検出する位置検出ワイヤの保護方法とその装置に関す
るものである。
[Detailed Description of the Invention] (Industrial Application Field) This invention detects the amount of horizontal displacement of an excavator that excavates a construction trench in order to construct a deep continuous underground wall, reverse pile, etc. The present invention relates to a method and device for protecting a position detection wire.

(従来の技術) 周知のように、100メートル以上におよぶ大深度の連
続地中壁やリバース抗等を構築する場合は、まずその構
築溝を掘削しなければならない。
(Prior Art) As is well known, when constructing a deep continuous underground wall or reverse pit extending over 100 meters, a construction trench must first be excavated.

従来、この構築溝を掘削する場合は、第3図で示すよう
に、底部に複数のロータリカッタ1,1ないしビットを
備えた水平多軸あるいは垂直多軸型の回転式掘削機Aを
使用して行っているのが普通である。
Conventionally, when excavating this construction trench, a horizontal multi-axis or vertical multi-axis rotary excavator A is used, as shown in Fig. 3, which is equipped with a plurality of rotary cutters 1 or bits at the bottom. It is normal to do so.

すなわち、底部のロータリカフタ1.1を回転させなが
ら地盤を掘削し、掘削した土砂は機体に接続された泥水
揚水管2を介して外部へ排出し、所定深さの掘削溝Bを
掘り下げるようにしている。
That is, the ground is excavated while rotating the rotary cap 1.1 at the bottom, and the excavated earth and sand is discharged to the outside via the mud water pumping pipe 2 connected to the machine body, and an excavation trench B of a predetermined depth is dug. There is.

そして、その際、堀り下げられる掘削?#Bの鉛直度を
確保するため、次のような掘削機への姿勢を水平に制御
する制御装置を用いているのが一般である。
And at that time, the excavation that will be dug down? In order to ensure the verticality of #B, the following control device for horizontally controlling the attitude of the excavator is generally used.

すなわち第3図に示すように地上に設けた架台Cから位
置検出ワイヤ3を引き出して掘削機Aに連結する。そし
て、この位置検出ワイヤ3の途中に、この位置検出ワイ
ヤ3自体のx、y方向の変位を検出する、例えばレーザ
等を応用した光学的な水平変位計4を設定し、この水平
変位計4により位置検出ワイヤ3のX、Y方向の変位を
検出する。
That is, as shown in FIG. 3, the position detection wire 3 is pulled out from a pedestal C provided on the ground and connected to the excavator A. An optical horizontal displacement meter 4 using, for example, a laser is set in the middle of the position detection wire 3 to detect the displacement of the position detection wire 3 itself in the x and y directions. The displacement of the position detection wire 3 in the X and Y directions is detected.

次にこの検出したデータを電気的信号に変換するととも
に、演算機に取り込んで前記掘削機AのX、Y方向の水
平変位量を算出し、この算出された水平変位量に基づい
て、第3図に示す掘削機Aの前後左右の側面に装備させ
た、上下2段のアジャスタブルガイド5,5を作動させ
、すなわち側方への張り出し長さを調節し、掘削機A自
体の掘削姿勢を水平状態に制御して掘削溝Bの鉛直度を
確保するようにしている。
Next, this detected data is converted into an electrical signal, and is input into a computer to calculate the amount of horizontal displacement of the excavator A in the X and Y directions. Based on this calculated amount of horizontal displacement, the third The upper and lower adjustable guides 5, 5 installed on the front, rear, left, and right sides of the excavator A shown in the figure are operated, that is, the length of the lateral overhang is adjusted, and the digging posture of the excavator A itself is leveled. The verticality of the excavated groove B is ensured by controlling the condition.

なお、第3図に示した制御装置における前記位置検出ワ
イヤ3は、架台Cに取り付けたトルクモータ付の深度計
6より引き出し、同じく架台Cに設けた反転シーブ7お
よび固定シーブ8を介して掘削機Aに連結し、掘削機A
の前記水平変位量の検出と深度の検出とが同時にできる
ように構成しである。
Note that the position detection wire 3 in the control device shown in FIG. Excavator A is connected to excavator A.
The horizontal displacement amount and the depth can be detected at the same time.

以上説明したように、連続地中壁等の構築溝Bを掘削す
る掘削機Aにおいては、掘削溝Bの鉛直度と深度とを検
出するための位置検出ワイヤ3が、架台Cより掘削溝B
の内部を通して掘削機Aに連結された構成となっている
のが一般である。
As explained above, in the excavator A that excavates a construction trench B such as a continuous underground wall, the position detection wire 3 for detecting the verticality and depth of the excavation trench B is connected to the excavation trench B from the mount C.
Generally, the excavator A is connected to the excavator A through the inside of the excavator A.

(発明が解決しようとする課題) ところで、掘削溝Bの内部には、通常その掘削した壁面
の崩壊を防止し、壁面の安定と掘削精度を維持し、さら
には良質なコンクリートを確保するため、いわゆる安定
液としての泥水が掘削溝B内に供給されるのが普通であ
る。第3図に示す10がその安定液の供給管である。
(Problem to be Solved by the Invention) By the way, inside the excavated trench B, there are usually some steps to prevent the excavated wall surface from collapsing, to maintain the stability of the wall surface and excavation accuracy, and to ensure high quality concrete. Mud water as a so-called stabilizing liquid is normally supplied into the excavated trench B. 10 shown in FIG. 3 is a supply pipe for the stabilizing liquid.

安定液が掘削溝B内に供給されると当然掘削溝B内部に
おいては、その安定液供給にともなう泥水流の流動が発
生する。すなわち安定液が流動現象を起こす。経験的に
、この安定液の流動は掘削溝Bの上方部にて水平方向に
流動する傾向にある。
When the stabilizing liquid is supplied into the excavated groove B, a mud flow naturally occurs inside the excavated groove B due to the supply of the stabilizing liquid. In other words, the stable liquid causes a flow phenomenon. Experience has shown that the flow of this stabilizing liquid tends to flow horizontally in the upper part of the excavated groove B.

掘削溝B内には、すでに説明したように掘削機Aの姿勢
制御を行うための位置検出ワイヤ3が安定液中を誘導さ
れているため、掘削溝B内において安定液が流動すると
、その検出ワイヤ3は当然この流れに影響を受ける。第
4図はこの安定液の流動にともなう位置検出ワイヤ3の
変位状態を示すものである。
In the excavation groove B, the position detection wire 3 for controlling the attitude of the excavator A is guided through the stabilizing liquid, as described above, so that when the stabilizing liquid flows in the excavation groove B, it is detected. The wire 3 is naturally affected by this flow. FIG. 4 shows the displacement state of the position detection wire 3 as the stabilizing liquid flows.

この図で示すように、位置検出ワイヤ3が横振れ等変位
する結果、位置検出ワイヤ3のX、Y方向の変位を検出
する水平変位計4による計測値に誤差が生じる。もちろ
ん深度計測にも誤差がでも。
As shown in this figure, as a result of displacement such as lateral vibration of the position detection wire 3, an error occurs in the measured value by the horizontal displacement meter 4 that detects the displacement of the position detection wire 3 in the X and Y directions. Of course, there is also an error in depth measurement.

この計測値に誤差があれば、必然的に掘削機A自体の水
平変位量にも誤差が生じ、その結果掘削機A自体の正確
な姿勢制御が確保できないという欠点があった。特にこ
の傾向は、安定液の液面に木屑その他の異物がある場合
や深度が深(なるにしたがって顕著で、その影嘗力は大
きく、場合によっては施工上における致命的欠点となっ
ていた。
If there is an error in this measured value, an error will inevitably occur in the amount of horizontal displacement of the excavator A itself, resulting in a drawback that accurate attitude control of the excavator A itself cannot be ensured. This tendency is particularly noticeable when there are wood chips or other foreign objects on the surface of the stabilizing liquid, or when the depth becomes deeper, and its influence is large, and in some cases it has become a fatal flaw in construction.

この発明は、このような従来技術の欠点を除去するため
、位置検出ワイヤに対する泥水流すなわち安定液の流動
にともなう影響を回避する手段方法と装置とを提供する
ことを目的とするものである。
SUMMARY OF THE INVENTION In order to eliminate the drawbacks of the prior art, it is an object of the present invention to provide a method and a device for avoiding the influence of mud flow, that is, the flow of stabilizing liquid, on the position detection wire.

(課題を解決するための手段) 上記目的を達成する手段として、本発明がとった方法の
特徴とするところは、掘削溝の上方部に、位置検出ワイ
ヤを案内する保護管を一定深さ安定液中に浸没させて設
け、この保護管によって掘削溝内における安定液の流動
による位置検出ワイヤの横振れ等の変位を回避するよう
にしたことにある。
(Means for Solving the Problems) As a means for achieving the above object, the method adopted by the present invention is characterized in that a protective tube for guiding the position detection wire is installed at a constant depth in the upper part of the excavation groove. The protection tube is provided so as to be immersed in the liquid, and the protection tube prevents displacement such as lateral vibration of the position detection wire due to the flow of the stabilizing liquid in the excavated groove.

さらに上記方法を実施する装置として、前記保護管を、
長平方向に開閉自在なスリットを有する一定長さの保護
管をもって構成し、この保護管の上端部を保護管取り付
け部材をもって掘削溝の上部に取り付け、前記開閉自在
なスリットから位置検出ワイヤを保護管内に収納し、位
置検出ワイヤの保護装置としたことにある。
Further, as a device for carrying out the above method, the protection tube is
It consists of a protection tube of a certain length that has a slit that can be opened and closed in the horizontal direction, and the upper end of this protection tube is attached to the top of the excavation groove using a protection tube attachment member, and the position detection wire is inserted into the protection tube from the slit that can be opened and closed. The purpose is to store it in the holder and use it as a protection device for the position detection wire.

(作用) 本発明は、以上説明したように、位置検出ワイヤを保護
管をもってカバーしたので、安定液が流動現象を起こし
ても、その流動によって位置検出ワイヤが横振れを起す
ようなことがなくなった。
(Function) As explained above, in the present invention, since the position detection wire is covered with a protective tube, even if the stabilizing liquid causes a flow phenomenon, the position detection wire does not oscillate laterally due to the flow. Ta.

したがって位置検出ワイヤの水平変位量の検出や深度検
出の精度が向上し、その結果掘削機自体の姿勢制御や深
度コントロールが適確となった。
Therefore, the accuracy of detecting the amount of horizontal displacement of the position detection wire and detecting the depth has improved, and as a result, the attitude control and depth control of the excavator itself have become more accurate.

(実施例) 第1図は位置検出ワイヤ3の保護管Hを掘削溝Bの上方
部に、保護管取り付け部材1)をもって取り付け、位置
検出ワイヤ3を、この保護管Hをもってカバーした状態
を示すものである。
(Example) Fig. 1 shows a state in which the protection tube H of the position detection wire 3 is attached to the upper part of the excavation groove B with the protection tube attachment member 1), and the position detection wire 3 is covered with the protection tube H. It is something.

このように位置検出ワイヤ3を保護管Hでカバーしてい
るため、安定液供給管10より安定液が掘削溝B内に供
給され、それにともなって安定液が水平方向に流動する
ようなことがあっても、位置検出ワイヤは横振れを生じ
るようなことはない。
Since the position detection wire 3 is covered with the protective tube H in this way, the stable liquid is supplied into the excavated groove B from the stable liquid supply pipe 10, and the stable liquid does not flow horizontally as a result. Even if there is, the position detection wire will not cause lateral vibration.

第2図は位置検出ワイヤ3の保護装置として、前記保護
管Hに長平方向に開閉自在のスリット12を設けたもの
で、実施例では(イ)図で示すように、スリット12の
両側に係合溝12a、12aを形成し、この係合溝12
a、12aに、(ロ)図で示すような細長い仕切板13
を上方から差込み、前記スリン)12部を開閉構造とし
、ここを開閉操作して位置検出ワイヤ3を保護管H内に
収納するように構成した。
FIG. 2 shows a protection device for the position detection wire 3 in which a slit 12 that can be opened and closed in the longitudinal direction is provided in the protective tube H. In the embodiment, as shown in FIG. Engagement grooves 12a, 12a are formed, and this engagement groove 12
a, 12a, (b) an elongated partition plate 13 as shown in the figure;
is inserted from above, and the position detection wire 3 is housed in the protective tube H by opening and closing the sulin 12 section.

なお、この実施例では以上説明したように、開閉自在の
スリット12を備えた保護管1)をもって位置検出ワイ
ヤ3の保護装置としたが、スリット付バイブの二重管構
造としてもよ(、要は位置検出ワイヤ3を安定液の流動
による影響から回避できる構造のものであればよい。さ
らに位置検出ワイヤ3をその保護装置内に簡易に収納さ
せることができるような構造のものであればよい。
In addition, as explained above, in this embodiment, the protection tube 1) equipped with the slit 12 that can be opened and closed is used as a protection device for the position detection wire 3, but it is also possible to use a double-tube structure of the vibrator with the slit. may be of any structure as long as it can avoid the influence of the flow of the stabilizing liquid on the position detection wire 3.Furthermore, it may be of a structure that allows the position detection wire 3 to be easily housed within its protective device. .

また、保護管の長さは、掘削溝の断面積および深度にも
よるが、特に掘削溝の上方部における安定液の水平方向
の流動が大きいので、経験的には数メートルから十数メ
ートルの長さであれば充分その機能を発揮することがで
きる。
In addition, the length of the protection pipe depends on the cross-sectional area and depth of the excavation trench, but empirically, it is from several meters to more than ten meters, especially since the horizontal flow of the stabilizing liquid is large in the upper part of the excavation trench. As long as it is long enough, it can perform its function.

(発明の効果) 本発明による位置検出ワイヤの保護方法および装置は、
以上説明したように安定液の流動による影響が位置検出
ワイヤにおよぶことがないようにしたので、掘削機自体
の水平変位量および深度検出の精度が向上する。
(Effects of the Invention) The method and device for protecting a position detection wire according to the present invention are as follows:
As explained above, since the influence of the flow of the stabilizing liquid does not affect the position detection wire, the accuracy of horizontal displacement and depth detection of the excavator itself is improved.

その結果、連続地中壁工事やリバース抗の構築工事等の
施工品質を高めることができた。特に本発明は、方法的
にも装置的にも簡単な構造の保護管を使用するのみであ
るため、施工コストへ影響も少なく、きわめて経済的で
、品質の高い連続地中壁やリバース杭の構築が可能であ
る。
As a result, we were able to improve the quality of construction work such as continuous underground wall work and reverse shaft construction work. In particular, the present invention uses only a protective pipe with a simple structure in terms of method and equipment, so it has little impact on construction costs, is extremely economical, and can be used for high-quality continuous underground walls and reverse piles. Construction is possible.

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

図面は本発明方法および装置の実施例を示すもので、第
1図は保護管によって位置検出ワイヤを保護した状態を
示す概要図、第2図は装置を構成する保護管の実施例を
示すもので、(イ)は長平方向のスリットを形成した保
護管の斜視図、(ロ)はこのスリットに細長い仕切板を
装着した状態で示す斜視図である。なお、第3図は位置
検出ワイヤを備えた掘削機における位置検出方法の概要
図、第4図は安定液の流動による位置検出ワイヤの変位
を示す概要図である。 A・・・掘削機      B・・・掘削溝C・・・架
台       H・・・保護管3・・・位置検出ワイ
ヤ  4・・・水平変位計6・・・深度計      
10安定液供給管1)・・・保護取り付け部材 12・・・スリット    13・・・仕切板第1図
The drawings show an embodiment of the method and device of the present invention. Fig. 1 is a schematic diagram showing a position detection wire protected by a protection tube, and Fig. 2 shows an embodiment of the protection tube constituting the device. (A) is a perspective view of a protective tube with a slit formed in the elongated direction, and (B) is a perspective view showing a state in which an elongated partition plate is attached to the slit. Note that FIG. 3 is a schematic diagram of a position detection method in an excavator equipped with a position detection wire, and FIG. 4 is a schematic diagram showing the displacement of the position detection wire due to the flow of the stabilizing liquid. A... Excavator B... Excavation groove C... Frame H... Protection tube 3... Position detection wire 4... Horizontal displacement meter 6... Depth meter
10 Stabilizing liquid supply pipe 1)...Protective mounting member 12...Slit 13...Partition plate Fig. 1

Claims (2)

【特許請求の範囲】[Claims] (1)掘削溝の上方部に、位置検出ワイヤを案内する保
護管を、安定液中に一定深さ浸没するようにして設け、
この保護管によって掘削溝内における安定液の流動によ
る位置検出ワイヤの横振れ等を回避することを特徴とす
る掘削機位置検出ワイヤの保護方法。
(1) A protective tube for guiding the position detection wire is provided in the upper part of the excavation groove so as to be immersed in the stabilizing liquid to a certain depth;
A method for protecting an excavator position detection wire, characterized in that the protection tube prevents the position detection wire from lateral deflection due to the flow of a stabilizing liquid in an excavation groove.
(2)長手方向に開閉自在なスリットを有する一定長さ
の保護管を設け、この保護管の上端部を保護管取り付け
部材をもって掘削溝の上部に取り付けて掘削溝内の安定
液中に浸没させ、前記開閉自在なスリットから位置検出
ワイヤを保護管内に収納させたことを特徴とする掘削機
位置検出ワイヤの保護装置。
(2) A protection tube of a certain length with a slit that can be opened and closed in the longitudinal direction is provided, and the upper end of this protection tube is attached to the top of the excavation groove using a protection tube attachment member and immersed in the stabilizing liquid in the excavation groove. . A protection device for an excavator position detection wire, characterized in that the position detection wire is housed in a protective tube through the openable/closeable slit.
JP63263674A 1988-10-19 1988-10-19 Method and device for protecting position sensing wire of excavator Granted JPH02112589A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63263674A JPH02112589A (en) 1988-10-19 1988-10-19 Method and device for protecting position sensing wire of excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63263674A JPH02112589A (en) 1988-10-19 1988-10-19 Method and device for protecting position sensing wire of excavator

Publications (2)

Publication Number Publication Date
JPH02112589A true JPH02112589A (en) 1990-04-25
JPH0569958B2 JPH0569958B2 (en) 1993-10-04

Family

ID=17392768

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63263674A Granted JPH02112589A (en) 1988-10-19 1988-10-19 Method and device for protecting position sensing wire of excavator

Country Status (1)

Country Link
JP (1) JPH02112589A (en)

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JP2007118737A (en) * 2005-10-27 2007-05-17 Nissan Motor Co Ltd Spare tire storage structure
JP2018096800A (en) * 2016-12-13 2018-06-21 明治コンサルタント株式会社 Ground displacement measuring device

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US6270380B1 (en) * 2000-02-14 2001-08-07 Hosiden Corporation Multipolar electrical connector
JP2007118737A (en) * 2005-10-27 2007-05-17 Nissan Motor Co Ltd Spare tire storage structure
JP2018096800A (en) * 2016-12-13 2018-06-21 明治コンサルタント株式会社 Ground displacement measuring device

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