JPH0313398B2 - - Google Patents
Info
- Publication number
- JPH0313398B2 JPH0313398B2 JP5345784A JP5345784A JPH0313398B2 JP H0313398 B2 JPH0313398 B2 JP H0313398B2 JP 5345784 A JP5345784 A JP 5345784A JP 5345784 A JP5345784 A JP 5345784A JP H0313398 B2 JPH0313398 B2 JP H0313398B2
- Authority
- JP
- Japan
- Prior art keywords
- measurement
- measuring
- pipe
- measurement target
- excavation
- 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.)
- Expired
Links
- 238000005259 measurement Methods 0.000 claims description 33
- 238000000034 method Methods 0.000 claims description 15
- 238000009412 basement excavation Methods 0.000 description 14
- 238000006073 displacement reaction Methods 0.000 description 6
- 230000035939 shock Effects 0.000 description 6
- 238000003780 insertion Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005286 illumination Methods 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】
本発明は推進工法における推進精度計測方法に
関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for measuring propulsion accuracy in a propulsion method.
上下水道等の小口径管の推進工法においては人
間が中まで入れないが、その状態でも埋設管の直
進性を測定する必要がある。 Although the propulsion method for small-diameter pipes such as water and sewage systems does not allow humans to penetrate inside, it is necessary to measure the straightness of buried pipes even in such conditions.
従来の測定方法では掘削排土装置の先端部に各
種ターゲツト(照明付きターゲツト、受光素子内
蔵のターゲツト、LED等の発光体を設置したタ
ーゲツト等)を設置し、これを発進側に設置した
計測器械で測定し埋設管の変位量を判断する方法
である。 In the conventional measurement method, various targets (illuminated targets, targets with built-in light-receiving elements, targets equipped with light emitters such as LEDs, etc.) are installed at the tip of the excavation equipment, and this is installed on the starting side of the measuring instrument. This is a method to determine the amount of displacement of buried pipes.
こうした従来の方法は計測装置のターゲツトが
掘削排土装置の先端部に固定しているところから
次のような問題点が存在した。 These conventional methods have the following problems because the target of the measuring device is fixed to the tip of the excavating and removing device.
(イ) 掘削排土作業の振動、衝撃を直接受けるので
掘削排土作業中には使用不能となりやすい。(b) Since it is directly exposed to vibrations and shocks from excavation and earth removal work, it is likely to become unusable during excavation and earth removal work.
(ロ) 上記ターゲツトは水に対して弱く、浸水する
可能性の多い掘削孔先端に位置するので、使用
に際して支障が多い。(b) The target described above is vulnerable to water and is located at the tip of the borehole where there is a high possibility of flooding, so there are many problems when using it.
(ハ) 振動や衝撃等の多い苛酷な条件下での使用な
ので故障しやすいが、そうした状況に対処する
ために計測装置のターゲツトだけを抜きだすこ
とが難しい。(c) Since it is used under harsh conditions with many vibrations and shocks, it is prone to failure, but it is difficult to extract only the target of the measuring device in order to deal with such situations.
本発明は以上のような問題点を解決するために
なされたもので、計測装置のターゲツトを移動可
能に構成した計測装置を使用することによつて、
掘削排土作業等の振動や衝撃、さらには掘削孔内
の水にも影響を受けず、故障等の際にも容易に対
処でき、さらに掘削孔内の所望の位置での変位の
測定も可能な推進工法における推進精度計測方法
を提供することを目的とする。 The present invention has been made to solve the above-mentioned problems, and by using a measuring device in which the target of the measuring device is configured to be movable,
It is unaffected by vibrations and shocks from excavation and soil removal work, and even by water in the borehole, making it easy to deal with breakdowns, etc., and also allows for displacement measurement at desired positions within the borehole. The purpose of this study is to provide a method for measuring propulsion accuracy in a propulsion method.
次に本発明の推進工法における推進精度計測方
法について説明するが、その前に本発明に使用す
る各装置について説明する。 Next, a method for measuring propulsion accuracy in the propulsion method of the present invention will be explained, but before that, each device used in the present invention will be explained.
本発明の推進精度計測装置は、埋設管Aと掘削
排土装置Cとの間に配管する計測管1、計測管1
内を移動し測定用ターゲツト2を設置した台車
3、発進側Bに設置して測定用ターゲツト2を視
準する計測器械4とで構成する。(第1図)
(イ) 掘削排土装置(第1,4図)
本発明に使用する掘削排土装置Cは公知の推
進工法に使用するもので、内部にオーガー等の
排土装置52を設置した筒体53の先端に掘削
装置51を有するものである。 The propulsion accuracy measurement device of the present invention includes a measurement pipe 1 piped between a buried pipe A and an excavation and earth removal device C;
The measuring instrument 4 is installed on the starting side B and collimates the measuring target 2. (Fig. 1) (a) Excavation and removal equipment (Figs. 1 and 4) The excavation and removal equipment C used in the present invention is used in a known propulsion method, and has an earth removal equipment 52 such as an auger inside. An excavation device 51 is provided at the tip of the installed cylindrical body 53.
掘削装置51による孔の径は筒体53より大
径であり埋設管Aはその掘削孔内に丁度収まる
径のものとする。 The diameter of the hole formed by the excavation device 51 is larger than that of the cylindrical body 53, and the buried pipe A has a diameter that just fits within the excavation hole.
従つて埋設管Aと筒体53間には空間ができ
る。 Therefore, a space is created between the buried pipe A and the cylindrical body 53.
(ロ) 計測管(第2図)
計測管1は内部に凹凸のない中空部11を有
する小径の管体である。(b) Measuring tube (FIG. 2) The measuring tube 1 is a small diameter tube having a hollow portion 11 with no unevenness inside.
そしてその先端部に後述の挿入用牽引具3
1′を経由させる滑車12を付設しておく。 Then, insert the insertion traction tool 3, which will be described later, into its tip.
1' is provided with a pulley 12.
この計測管1は埋設管Aと平行にその全長に
等しい長さで、埋設管Aと掘削排土装置Cの筒
体53間に配管する。 This measuring pipe 1 is installed between the buried pipe A and the cylindrical body 53 of the excavating and removing device C, with a length equal to the entire length of the buried pipe A.
(ハ) 測定用ターゲツト
測定用ターゲツト2は照明装置21を備え格
子状の目盛りを配したもの、その中心にLED
等の発光体を有するもの、受光素子内蔵のもの
等公知の装置を使用する。(c) Measurement target The measurement target 2 is equipped with an illumination device 21 and has a grid-like scale, with an LED in the center.
A known device is used, such as one having a light emitting body, or one having a built-in light receiving element.
そして測定用ターゲツト2は後述の台車3の
発進側Bに設置する。 The measurement target 2 is installed on the starting side B of the trolley 3, which will be described later.
(ニ) 台車
台車3は測定用ターゲツト2を発進側Bに向
けて設置し、計測管1内を移動する装置であ
る。(d) Trolley The trolley 3 is a device in which the measurement target 2 is installed facing the starting side B and moves within the measurement pipe 1.
台車3の前後には紐状の引きだし用牽引具3
1、及び挿入用牽引具31′を取付ける。 A string-like pulling tool 3 is attached to the front and rear of the trolley 3.
1, and the insertion traction tool 31' is attached.
引きだし用牽引具31は管外へ接続し、他方
の挿入用牽引具31′は計測管1先端の滑車1
2を経由して管外へ接続する。 The pulling tool 31 for pulling out is connected to the outside of the tube, and the other pulling tool 31' for insertion is connected to the pulley 1 at the tip of the measuring tube 1.
Connect to outside the pipe via 2.
そして台車3を計測管1内部に移動する時は
挿入用牽引具31′を引き、台車3を計測管1
内部から引きだすときは引きだし用牽引具31
を引く。 When moving the cart 3 into the measuring tube 1, pull the insertion pulling tool 31' and move the cart 3 into the measuring tube 1.
When pulling out from inside, use puller 31 for pulling out
pull.
(ホ) 計測器械
計測器械4は発進側Bに設置し、上記の測定
用ターゲツト2に対応する公知の装置を使用す
る。(e) Measuring instrument The measuring instrument 4 is installed on the starting side B, and uses a known device corresponding to the measurement target 2 described above.
次に上記の各装置を使用しての推進精度計測方
法を説明する。 Next, a method of measuring propulsion accuracy using each of the above devices will be explained.
(イ) 計測管の配管(第1図)
発進側Bから推進ジヤツキ装置Dにより掘削
排土装置C及び埋設管Aを切羽の排土を行いつ
つ地中に圧入していく。(B) Piping of the measurement pipe (Fig. 1) From the starting side B, the excavation and removal device C and the buried pipe A are forced into the ground by the propulsion jack device D while removing the earth from the face.
そして測定用ターゲツト2を内蔵した計測管
1を、埋設管Aと掘削排土装置Cの筒体53間
の間隙に埋設管Aに平行に配管する。 Then, the measurement pipe 1 containing the measurement target 2 is installed in parallel to the buried pipe A in the gap between the buried pipe A and the cylindrical body 53 of the excavation and removal device C.
(ロ) 測定用ターゲツトの移動及び測定
挿入用牽引具31′を引張ることにより台車
3を前進させ、測定用ターゲツト2を計測管1
先端まで移動させ、発進側Bの計測器械4によ
り変位を測定する。(b) Moving and measuring the measurement target The trolley 3 is advanced by pulling the insertion traction tool 31', and the measurement target 2 is moved into the measurement tube 1.
It is moved to the tip and the displacement is measured by the measuring instrument 4 on the starting side B.
もし掘削排土作業等による振動や衝撃が測定
用ターゲツト2に影響を与える恐れがある場合
には引出し用牽引具31を引張ることにより台
車3を後退させて測定用ターゲツト2を計測管
1の管外に引きだしておく。 If there is a possibility that vibrations or shocks caused by excavation or earth removal work may affect the measurement target 2, pull the drawer traction tool 31 to move the trolley 3 backward and move the measurement target 2 to the measurement pipe 1. Pull it outside.
(ハ) その他の実施例 1(第5〜6図)
オーガー等の排土装置52の軸を中空の筒体に
形成した掘削排土装置Cを使用すれば、その中空
部分Eを計測管1として利用し、台車3を中空部
分E内で移動して測定を行うことも可能である。(c) Other embodiments 1 (Figs. 5 and 6) If an excavating earth removing device C is used in which the shaft of the earth removing device 52 such as an auger is formed into a hollow cylinder, the hollow portion E can be connected to the measuring pipe 1. It is also possible to move the trolley 3 within the hollow portion E and perform measurements.
(ニ) その他の実施例 2
台車3の駆動方法については以上の実施例以外
に、引きだし用牽引具31のみを台車3に取付
け、計測管1内への移動は空気圧によつて行う方
法や、台車3自体に電池、モーター等の駆動手段
を組込んでこれを遠隔操作して移動を行う方法等
も考えられる。(D) Other Examples 2 Regarding the method of driving the cart 3, other than the above-mentioned embodiments, there is a method in which only the pull-out traction tool 31 is attached to the cart 3 and the movement into the measuring tube 1 is performed using air pressure. It is also conceivable to incorporate a drive means such as a battery or a motor into the trolley 3 itself and remotely control it to move the trolley 3 itself.
本発明は以上説明したようになるので次のよう
な効果を期待することができる。 Since the present invention is as described above, the following effects can be expected.
(イ) 測定用ターゲツトは、計測管内を移動する台
車に載置してあるので何時でも抗内から撤去さ
せることができる。(b) The measurement target is placed on a trolley that moves inside the measurement pipe, so it can be removed from the mine at any time.
従つて振動、衝撃、水等の影響を受ける恐れ
がある場合は計測管外へ引きだせば良く、また
故障等の場合も計測管外へ引き出し処置するこ
とができる。 Therefore, if there is a risk of being affected by vibration, shock, water, etc., it is sufficient to pull it out of the measurement tube, and in the event of a failure, it can also be pulled out of the measurement tube and treated.
(ロ) 測定用ターゲツト自体に振動、衝撃、水への
対応処置を施す必要がない。(b) There is no need to take measures against vibration, shock, and water on the measurement target itself.
(ハ) 埋設管の先端の変位、すなわち切羽の変位の
みならず、必要に応じては埋設管の所望の位置
での変位の測定も可能である。(c) It is possible to measure not only the displacement of the tip of the buried pipe, that is, the displacement of the face, but also the displacement at a desired position of the buried pipe, if necessary.
(ニ) 横方向の管埋設工事に限らず、立抗や地中壁
等では縦方向にも利用できる等汎用性に富んで
いる。(d) It is highly versatile, as it can be used not only for horizontal pipe burying work, but also vertically for vertical shafts, underground walls, etc.
(ホ) 本発明の方法に使用する測定用ターゲツト
は、不必要な時には埋設管から出しておくこと
ができるので、常時掘削孔先端に位置する従来
の測定用ターゲツトより耐久性が強い。(e) The measurement target used in the method of the present invention can be taken out of the buried pipe when it is not needed, so it is more durable than the conventional measurement target that is always located at the tip of the borehole.
第1〜2,4図:本発明の一実施例の説明図、
第3図:測定用ターゲツトの説明図、第5〜6
図:その他の実施例の説明図
1:計測管、2:測定用ターゲツト、3:台
車、4:計測器械、A:埋設管、B:発進側、
C:掘削排土装置。
Figures 1-2, 4: An explanatory diagram of an embodiment of the present invention,
Figure 3: Explanatory diagram of measurement target, 5th to 6th
Figure: Explanatory diagram of other embodiments 1: Measurement pipe, 2: Measurement target, 3: Trolley, 4: Measuring instrument, A: Buried pipe, B: Starting side,
C: Excavation and soil removal equipment.
Claims (1)
配管し、 計測管内に測定用ターゲツトを設置した移動可
能な台車を配置し、 発進側の計測器械で測定用ターゲツトを視準し
て行うことを特徴とする、 推進工法における推進精度計測方法。[Scope of Claims] 1. A measurement pipe is installed in the buried pipe for propulsion in parallel with the buried pipe, a movable trolley with a measurement target installed inside the measurement pipe is arranged, and a measuring instrument on the starting side is used to set the measurement target. A method for measuring propulsion accuracy in a propulsion method, which is characterized by collimating the
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5345784A JPS60199196A (en) | 1984-03-22 | 1984-03-22 | Measurement of propelling accuracy in propelling construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5345784A JPS60199196A (en) | 1984-03-22 | 1984-03-22 | Measurement of propelling accuracy in propelling construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60199196A JPS60199196A (en) | 1985-10-08 |
JPH0313398B2 true JPH0313398B2 (en) | 1991-02-22 |
Family
ID=12943384
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5345784A Granted JPS60199196A (en) | 1984-03-22 | 1984-03-22 | Measurement of propelling accuracy in propelling construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60199196A (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0266294A (en) * | 1988-08-30 | 1990-03-06 | Kurimoto Ltd | Guide body for cutting edge thrust process |
JP4745282B2 (en) * | 2007-05-08 | 2011-08-10 | 株式会社ソーキ | Pipeline measuring method |
-
1984
- 1984-03-22 JP JP5345784A patent/JPS60199196A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60199196A (en) | 1985-10-08 |
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