JPH04210183A - Hume pipe - Google Patents
Hume pipeInfo
- Publication number
- JPH04210183A JPH04210183A JP40075490A JP40075490A JPH04210183A JP H04210183 A JPH04210183 A JP H04210183A JP 40075490 A JP40075490 A JP 40075490A JP 40075490 A JP40075490 A JP 40075490A JP H04210183 A JPH04210183 A JP H04210183A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- measurement
- tube
- sensor
- hume
- 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
- 238000005259 measurement Methods 0.000 claims abstract description 57
- 230000002093 peripheral effect Effects 0.000 claims abstract description 11
- 239000003517 fume Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 4
- 239000004567 concrete Substances 0.000 abstract description 3
- 229910052782 aluminium Inorganic materials 0.000 abstract description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 abstract description 2
- 229910052742 iron Inorganic materials 0.000 abstract description 2
- 229920003002 synthetic resin Polymers 0.000 abstract description 2
- 239000000057 synthetic resin Substances 0.000 abstract description 2
- 239000004411 aluminium Substances 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 14
- 238000005452 bending Methods 0.000 description 8
- 239000002775 capsule Substances 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 238000009412 basement excavation Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 3
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000003287 optical effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Abstract
Description
[0001] [0001]
【産業上の利用分野】本発明は、土木工事等で使用する
ヒユーム管に関する。
[0002]BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hume pipe used in civil engineering work. [0002]
【従来の技術】従来、ヒユーム管の施工工法として例え
ば図8に示す泥水加圧式管推進工法が知られている。図
8(a)は掘進開始前の状態を示したもので、本体1を
発進立坑2に据え付けて掘進機3をセットする。続いて
図8(b)に示すように、地上の槽で調整した泥水を送
泥ポンプで駆動軸兼用の送泥管を介して切羽に送って掘
進機3の先端のカッターで掘削し、掘削した土砂は排泥
ポンプで地上に送り出す。
[0003]このような掘進工法に伴うヒユーム管の敷
設工事にあっては、工事計画に沿った管の敷設が行われ
ていることを掘進作業を行いながら確認する必要がある
。このため従来は例えばレーザ等の光学的な測量により
ヒユーム管の曲り具合を計測している。
[0004]2. Description of the Related Art Hitherto, as a construction method for humid pipes, for example, the mud water pressurized pipe propulsion method shown in FIG. 8 has been known. FIG. 8(a) shows the state before the start of excavation, in which the main body 1 is installed in the starting shaft 2 and the excavator 3 is set. Next, as shown in Fig. 8(b), the mud water adjusted in the tank on the ground is sent to the face via the mud pipe that also serves as the drive shaft using the mud pump, and the cutter at the tip of the excavator 3 excavates. The sediment is sent to the ground using a sludge pump. [0003] In the construction work of laying a humid pipe in accordance with such an excavation method, it is necessary to confirm while performing the excavation work that the pipe is being laid in accordance with the construction plan. For this reason, conventionally, the degree of curvature of the Hume tube has been measured by optical measurement using a laser or the like. [0004]
【発明が解決しようとする課題】しかしながら、従来の
レーザ等の光学的な計測にあっては、直線については有
効であるが、曲線では盛替えの作業が頻繁になり、作業
効率、精度が悪くなる問題があり、又、人が入れないよ
うな小口径の場合には、そもそも盛替えができないため
計測が不可能であった。更に長い距離での計測は不可能
であった。
[0005]そこで、本願発明者は、電気配管、上下水
道管、ガス管等の人が中に入ることのできない例えば内
径500mm以下の小口径の配管の敷設状態を計測する
装置として、所謂六回り計測装置を提案している。この
穴曲り計測装置は角速度センサと傾斜計を管内に挿入さ
れるセンサに内蔵しており、伝送線の入った比較的可撓
性の高いケーブルにより管内を移動させ、この管内移動
に伴う角速度センサの出力を積分した方位角と、傾斜計
で検出する傾斜角を計測することで、管全体の3次元位
置を計測することができる。
[0006]このような穴曲り計測装置を推進工法に応
用して推進機及びヒユーム管の3次元位置を計測するに
は、ヒユーム管内に送泥管、排泥管と共に穴曲り計測用
の計測管を設け、この穴曲り計測管の中を穴曲り計測装
置のセンサを移動して計測する方法が考えられる。 し
かし、この方法では、計測管をつないで設ける手間が大
変なのと、計測管がしっかり固定されていないとブラブ
ラして計測精度がでないという問題がある。
[00071本発明は、このような従来の問題点に鑑み
てなされたもので、管内を移動させるだけで計測できる
センサを使用して管敷設状態の計測を可能とするヒユー
ム管を提供することを目的とする。
[0008][Problem to be Solved by the Invention] However, while conventional optical measurements using lasers and the like are effective for straight lines, when measuring curved lines, frequent repositioning is required, resulting in poor work efficiency and accuracy. In addition, in the case of a diameter so small that no one can enter it, measurement is impossible because it cannot be replaced in the first place. Measurements over longer distances were not possible. [0005] Therefore, the inventor of the present application developed a so-called six-circle system as a device for measuring the installation condition of small-diameter piping, such as electrical piping, water supply and sewage pipes, and gas pipes that cannot be entered by people, for example, with an inner diameter of 500 mm or less. We are proposing a measuring device. This hole bending measurement device has an angular velocity sensor and an inclinometer built into the sensor inserted into the pipe, and is moved inside the pipe by a relatively flexible cable containing a transmission line, and the angular velocity sensor accompanying this movement within the pipe. The three-dimensional position of the entire pipe can be measured by measuring the azimuth angle obtained by integrating the output of the pipe and the inclination angle detected by the inclinometer. [0006] In order to measure the three-dimensional position of the propulsion machine and the hume pipe by applying such a hole bending measuring device to the propulsion method, it is necessary to install a measurement pipe for hole bending measurement in the hume pipe together with the mud feeding pipe and the mud removal pipe. A conceivable method is to provide a hole bending measuring tube and move the sensor of the hole bending measuring device inside this hole bending measuring tube to measure the hole bending. However, this method has the problem that it takes a lot of effort to connect and install the measurement tubes, and that if the measurement tubes are not firmly fixed, they will dangle and result in poor measurement accuracy. [00071] The present invention has been made in view of such conventional problems, and aims to provide a Hume pipe that enables measurement of the state of pipe installation using a sensor that can be measured simply by moving inside the pipe. purpose. [0008]
【課題を解決するための手段】この目的を達成するため
本発明のヒユーム管にあっては、管本体の周壁部分と一
体に小口径の計測管部を1又は複数設けたことを特徴と
する。具体的には管本体の外側の突出して前記計測管部
を一体に設ける。また管本体の内側の突出して前記計測
管部を一体に設でもよい。更に、管本体の周壁中央に軸
心を位置させ且つ外側及び内側の突出した状態で前記計
測管部を一体に設けてもよい。更に又、管本体の周囲壁
を偏肉とし、厚肉部分に前記計測管部を埋設状態で設け
てもよい。
[0009][Means for Solving the Problems] In order to achieve this object, the hume tube of the present invention is characterized in that one or more small-diameter measurement tube portions are provided integrally with the peripheral wall portion of the tube body. . Specifically, the measurement tube portion is integrally provided so as to protrude from the outside of the tube body. Alternatively, the measurement tube portion may be integrally provided so as to protrude from the inside of the tube body. Furthermore, the measurement tube portion may be integrally provided with its axis located at the center of the peripheral wall of the tube body and protruding outward and inward. Furthermore, the peripheral wall of the tube body may have uneven thickness, and the measurement tube portion may be embedded in the thick portion. [0009]
【作用】このような構成を備えた本発明のヒユーム管に
あっては、管本体と一体に小口径の計測管部が設けられ
ているため、小口径の管内を案内移動させて位置を計測
するセンサを中口径或いは大口径のヒユーム管に一体に
設けられた計測管部内を移動させることで、簡単にヒユ
ーム管自体の3次元位置を計測して、曲り部や直進部を
正確に確認できる。
[00101[Operation] In the fume tube of the present invention having such a configuration, since the small-diameter measurement tube section is provided integrally with the tube body, the position can be measured by guiding the inside of the small-diameter tube. By moving the sensor inside the measurement tube that is integrated into a medium- or large-diameter hume tube, you can easily measure the three-dimensional position of the hume tube itself and accurately check bends and straight sections. . [00101
【実施例]図1は本発明の一実施例を示した実施例説明
図である。図1において、10はヒユーム管の管本体で
ある。管本体10は鉄、アルミ、コンクリートあるいは
合成樹脂で作られており、口径が大きくなる程、鉄系あ
るいは非鉄系の金属を使用する。更に、大口径のものに
あっては管本体10の内側にコンクリートのライニング
を行う場合がある。
[00111このようなヒユーム管の管本体10に対し
図1の実施例にあっては、管本体10の外側に突出して
計測管部12を一体に設けている。計測管部12は管本
体10と軸方向に平行に配置されており、計測管部12
の口径dは内部に位置計測のためのセンサを通すために
必要な大きさに形成される。管本体10の全長は通常の
規格に従った規定の長さをもつ。また、この実施例では
省略しているが、管本体10の端部には全長の継手構造
を設けるようにしてもよいことは勿論である。このジョ
インド構造は計測管部12の部分についても一体に設け
られることになる。
[0012]図2は本発明のヒユーム管を用いた施工工
事における管の位置を計測する計測状態の説明図である
。図2は図8に示したと同じ泥水加圧式管推進工法を例
にとっている。図2において、発進立坑2内に設置され
た本体1の架台上には計測装置14とリール15が設置
される。リール15にはケーブル16が巻き回されてお
り、ケーブル16の先端に接続したセンサ18を既に施
工済みのヒユーム管100と一体に設けた計測管部12
の中に挿入している。ケーブル16は内部に伝送線を備
えた可撓性の高いケーブルであり、リール15に対する
ケーブル16の巻出し及び巻込みによりヒユーム管10
0の計測管部12内でセンサ18を移動することができ
る。
[00L 3]ハードケーブルでセンサを押込む方法の
他、センサ自体に駆動輪を設けた自走式移動や、ウィン
チと滑車を利用してケーブルで牽引する移動も考えられ
る。リール15の回転軸にはロータリエンコーダ20が
設置されており、ケーブル16の移動量を計測すること
ができる。ケーブル16に内蔵した伝送線を介して得ら
れたセンサ18からの位置情報及びロータリエンコーダ
20の距離情報はロータリブラシを介して信号線22に
より計測装置14に与えられる。
[0014]計測装置14には演算手段としてのコンピ
ュータ、表示手段としてのCRTデイスプレィ、及び記
録手段としてのXYプロッタ等が設けられており、セン
サ18の移動に伴って得られた情報から例えばヒユーム
管100の入口を原点としたセンサ18の移動軌跡を演
算表示できるようにしている。図3は図2の計測に用い
られるセンサ18を取り出して示す。
[0015]図3において、センサ18は完全に密封さ
れた円筒状のカプセル24で構成され、カプセル24の
先端部分にゴムで作られた防振部25を取り付けている
。センサ18の底部には同図(b)から明らかなように
一対のソリ26が固定され、図2に示す計測管部12内
を管の方向に案内移動できるようにしている。カプセル
24の後部には耐水圧コネクタ28によりケーブル16
が接続される。カプセル24の内部には角速度センサと
、傾斜計が設けられる。
[0016] このセンサ18を図2に示すようにヒユ
ーム管100の計測管部12に挿入し、ケーブル16に
よる押込みで一定距離を移動する毎にセンサ18に内蔵
した角速度センサの出力を積分した方位角と、傾斜計で
検出された傾斜角を計測することにより、例えば六入口
を原点とした計測管部12の3次元的位置、即ちヒユー
ム管100の3次元的な位置を計測することができる。
[00171図4は本発明の他の実施例を示した実施例
構成図であり、この実施例にあってはヒユーム管の管本
体10の周壁部分に複数の計測管部12を埋設状態で設
けたことを特徴とする。この実施例にあっては複数の計
測管部12のうちの1つは図2に示したようにセンサ1
8を使用した位置計測に使用されるが、残りの計測管部
12についてはケーブル敷設用あるいはその他の用途に
利用することができる。尚、計測管部12は3ケ所を代
表して破線で示すが、他も同じである。
[0018]図5は本発明の他の実施例を示した実施例
説明図であり、図1の実施例にあっては計測管部12を
管本体10の外側に一体に設けているが、図5の実施例
にあっては計測管部12を管本体10の内側に一体に設
けたことを特徴とする。 このように計測管部12を管
本体10の内側に設ければ、ヒユーム管の外形形状は従
来と同じであることから管の敷設工事等が容易にできる
。
[00191図6は本発明の他の実施例を示した実施例
説明図であり、ヒユーム管の端面を示している。この実
施例にあっては、管本体10の周壁の中央部を軸芯とし
て4ケ所に計測管部12を一体に設けたことを特徴とし
、計測管部12の形成部分については周壁を内側及び外
側に突出させている。勿論、図6において計測管部は1
つで良く、残りの計測管部12は他の用途に利用できる
。
[0020]図7は本発明の他の実施例を示した実施例
説明図であり、この実施例にあっては管本体10の周壁
を偏肉とし、偏肉による肉厚部32に計測管部12を設
けたことを特徴とする。この実施例では3つの計測管部
12が設けられているが、そのうち1ケ所が図2に示し
た位置の計測に利用され、残り2つは他の用途に利用で
きる。
[0021]
【発明の効果】以上説明してきたように本発明によれば
、管本体と一体に小口径の計測管部が設けられているた
め、中口径あるいは大口径のヒユーム管であっても施工
状態において計測管部に対しセンサを挿入して内部を移
動させることでヒユーム管自体の3次元位置の計測が可
能となり、ヒユーム管の施工工事における直進、曲り等
の計測を簡単且つ容易に行って効率の良い工事ができ、
また計測に要する工数も大幅に低減し高い経済性が実現
できる。[Embodiment] FIG. 1 is an explanatory diagram showing an embodiment of the present invention. In FIG. 1, 10 is the tube body of the Hume's canal. The tube body 10 is made of iron, aluminum, concrete, or synthetic resin, and the larger the diameter, the more ferrous or non-ferrous metal is used. Furthermore, in the case of large-diameter tubes, the inside of the tube body 10 may be lined with concrete. [00111 In the embodiment shown in FIG. 1, the measurement tube portion 12 is integrally provided with the tube body 10 of such a hume tube so as to protrude to the outside of the tube body 10. The measurement tube section 12 is arranged parallel to the tube body 10 in the axial direction, and the measurement tube section 12
The aperture d is formed to a size necessary for passing a sensor for position measurement inside. The total length of the tube body 10 has a specified length according to ordinary standards. Furthermore, although omitted in this embodiment, it goes without saying that a full-length joint structure may be provided at the end of the tube body 10. This joint structure is also integrally provided for the measurement tube portion 12. [0012] FIG. 2 is an explanatory diagram of a measurement state in which the position of a pipe is measured in construction work using the hume pipe of the present invention. Figure 2 takes as an example the same muddy water pressurized pipe propulsion method as shown in Figure 8. In FIG. 2, a measuring device 14 and a reel 15 are installed on a pedestal of the main body 1 installed in the starting shaft 2. A cable 16 is wound around the reel 15, and a measurement pipe section 12 is provided in which a sensor 18 connected to the tip of the cable 16 is integrated with the already installed humid pipe 100.
is inserted into the . The cable 16 is a highly flexible cable with a transmission line inside, and by unwinding and winding the cable 16 onto the reel 15, the cable 16 is
The sensor 18 can be moved within the measurement pipe section 12 of the sensor 18. [00L 3] In addition to the method of pushing the sensor in with a hard cable, self-propelled movement in which the sensor itself is provided with drive wheels, and movement in which the sensor is pulled by a cable using a winch and pulley are also considered. A rotary encoder 20 is installed on the rotation axis of the reel 15, and can measure the amount of movement of the cable 16. Position information from the sensor 18 and distance information from the rotary encoder 20 obtained via a transmission line built into the cable 16 are provided to the measuring device 14 via a signal line 22 via a rotary brush. [0014] The measuring device 14 is equipped with a computer as a calculation means, a CRT display as a display means, an XY plotter as a recording means, etc., and from the information obtained as the sensor 18 moves, for example, The movement locus of the sensor 18 with the entrance of 100 as the origin can be calculated and displayed. FIG. 3 shows the sensor 18 used for the measurement in FIG. 2 taken out. [0015] In FIG. 3, the sensor 18 is composed of a completely sealed cylindrical capsule 24, and a vibration isolator 25 made of rubber is attached to the tip of the capsule 24. As is clear from FIG. 2(b), a pair of sleds 26 are fixed to the bottom of the sensor 18 so that the sensor 18 can be guided in the direction of the tube within the measurement tube section 12 shown in FIG. The cable 16 is connected to the rear of the capsule 24 by a waterproof connector 28.
is connected. An angular velocity sensor and an inclinometer are provided inside the capsule 24. [0016] As shown in FIG. 2, this sensor 18 is inserted into the measurement pipe section 12 of the Huum tube 100, and the azimuth is calculated by integrating the output of the angular velocity sensor built into the sensor 18 every time it moves a certain distance by pushing with the cable 16. By measuring the angle and the inclination angle detected by the inclinometer, it is possible to measure, for example, the three-dimensional position of the measurement tube section 12 with the sixth inlet as the origin, that is, the three-dimensional position of the Huyum tube 100. . [00171 FIG. 4 is an embodiment configuration diagram showing another embodiment of the present invention, and in this embodiment, a plurality of measurement tube sections 12 are embedded in the peripheral wall portion of the tube body 10 of the Huum tube. It is characterized by: In this embodiment, one of the plurality of measurement tube sections 12 is connected to the sensor 1 as shown in FIG.
8 is used for position measurement, but the remaining measurement tube section 12 can be used for laying cables or for other purposes. Incidentally, three locations of the measurement pipe section 12 are indicated by broken lines, but the other locations are the same. [0018] FIG. 5 is an explanatory diagram showing another embodiment of the present invention. In the embodiment of FIG. 1, the measurement tube section 12 is integrally provided outside the tube body 10, The embodiment shown in FIG. 5 is characterized in that the measurement tube section 12 is integrally provided inside the tube body 10. If the measurement tube section 12 is provided inside the tube body 10 in this manner, the external shape of the hume tube is the same as the conventional one, so that the tube laying work etc. can be facilitated. [00191 FIG. 6 is an explanatory diagram showing another embodiment of the present invention, and shows the end surface of the hume tube. This embodiment is characterized in that the measurement tube portions 12 are integrally provided at four locations with the central portion of the peripheral wall of the tube body 10 as the axis, and the portion where the measurement tube portion 12 is formed is provided with the peripheral wall located on the inside and outside. It protrudes outward. Of course, in Fig. 6, the measurement pipe section is 1
The remaining measurement pipe section 12 can be used for other purposes. [0020] FIG. 7 is an explanatory diagram showing another embodiment of the present invention. In this embodiment, the peripheral wall of the tube body 10 has uneven thickness, and a measurement tube is installed in the thick part 32 due to the uneven thickness. It is characterized in that a section 12 is provided. In this embodiment, three measurement tube sections 12 are provided, one of which is used for measuring the position shown in FIG. 2, and the remaining two can be used for other purposes. [0021] [Effects of the Invention] As explained above, according to the present invention, since the small-diameter measurement tube section is provided integrally with the tube body, even if the tube is of medium or large diameter, By inserting a sensor into the measuring pipe part and moving it inside during construction, it is possible to measure the three-dimensional position of the Huyum pipe itself, making it easy to measure straight movement, bending, etc. during construction work of the Huyum pipe. This enables efficient construction work,
Furthermore, the number of man-hours required for measurement is significantly reduced, making it possible to achieve high economic efficiency.
【図1】本発明の一実施例を示した実施例説明図[Fig. 1] An explanatory diagram showing an embodiment of the present invention
【図2
】本発明のヒユーム管を用いた計測説明図[Figure 2
】Explanatory diagram of measurement using the Huyum tube of the present invention
【図3】本発
明のヒユーム管の計測に使用するセンサ説明図[Fig. 3] Explanatory diagram of the sensor used to measure the Hume's canal of the present invention
【図4】本発明の他の実施例を示した実施例説明図FIG. 4 is an explanatory diagram showing another embodiment of the present invention.
【図
5】本発明の他の実施例を示した実施例説明図FIG. 5 is an explanatory diagram showing another embodiment of the present invention.
【図6】
本発明の他の実施例を示した実施例説明図[Figure 6]
Example explanatory diagram showing another example of the present invention
【図7】本発
明の他の実施例を示した実施例説明図FIG. 7 is an explanatory diagram showing another embodiment of the present invention.
【図8】従来のヒ
ユーム管敷設工法の一例を示した説明図[Figure 8] An explanatory diagram showing an example of the conventional humid pipe laying method
10:管本体 12コ計測管部1
4:計測装置 15:リール16:
ケーブル 18:センサ20:ロー
タリエンコーダ 22:信号線24:カプセル
26:ソリ28:耐水圧コネク
タ 30:厚肉部10: Pipe body 12 measurement pipe part 1
4: Measuring device 15: Reel 16:
Cable 18: Sensor 20: Rotary encoder 22: Signal line 24: Capsule 26: Warp 28: Water pressure resistant connector 30: Thick wall part
【図8】[Figure 8]
Claims (5)
部を1又は複数設けたことを特徴とするヒューム管。1. A Hume tube characterized in that one or more small-diameter measurement tube portions are provided integrally with the peripheral wall portion of the tube body.
体の外側の突出して前記計測管部を一体に設けたことを
特徴とするヒューム管。2. The fume tube according to claim 1, wherein the measurement tube portion is integrally provided protruding from the outside of the tube body.
体の内側の突出して前記計測管部を一体に設けたことを
特徴とするヒューム管。3. The fume tube according to claim 1, wherein the measurement tube portion is integrally provided protruding from the inside of the tube body.
の周壁中央に軸心を位置させ且つ外側及び内側の突出し
た状態で前記計測管部を一体に設けたことを特徴とする
ヒューム管。4. The Hume tube according to claim 1, wherein the measurement tube portion is integrally provided with its axis located at the center of the peripheral wall of the tube body and protruding outward and inward. Hume tube.
体の周囲壁を偏肉とし、厚肉部分に前記計測管部を埋設
状態で設けたことを特徴とするヒューム管。5. The Hume tube according to claim 1, wherein the peripheral wall of the tube body has uneven thickness, and the measurement tube portion is embedded in the thick wall portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP40075490A JPH04210183A (en) | 1990-12-07 | 1990-12-07 | Hume pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP40075490A JPH04210183A (en) | 1990-12-07 | 1990-12-07 | Hume pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04210183A true JPH04210183A (en) | 1992-07-31 |
Family
ID=18510634
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP40075490A Pending JPH04210183A (en) | 1990-12-07 | 1990-12-07 | Hume pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04210183A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2021514056A (en) * | 2018-02-19 | 2021-06-03 | リーナルセンス リミテッド | Sensor unit |
KR102410506B1 (en) * | 2021-06-23 | 2022-06-22 | 한국수자원공사 | Vertical construction method for vertical pile using inclinometer |
KR102410505B1 (en) * | 2021-06-23 | 2022-06-22 | 한국수자원공사 | Vertical excavation method using inclinometer |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS56111797A (en) * | 1980-02-07 | 1981-09-03 | Gorou Shigematsu | Porous pipe body and method of its propelling burying construction |
JPS62296097A (en) * | 1986-06-16 | 1987-12-23 | 大豊建設株式会社 | Annular shield construction method, annular shield and annular segment |
JPH0220308U (en) * | 1988-07-22 | 1990-02-09 |
-
1990
- 1990-12-07 JP JP40075490A patent/JPH04210183A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS56111797A (en) * | 1980-02-07 | 1981-09-03 | Gorou Shigematsu | Porous pipe body and method of its propelling burying construction |
JPS62296097A (en) * | 1986-06-16 | 1987-12-23 | 大豊建設株式会社 | Annular shield construction method, annular shield and annular segment |
JPH0220308U (en) * | 1988-07-22 | 1990-02-09 |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2021514056A (en) * | 2018-02-19 | 2021-06-03 | リーナルセンス リミテッド | Sensor unit |
US11835366B2 (en) | 2018-02-19 | 2023-12-05 | Renalsense Ltd. | Electronic assembly for modular plug |
KR102410506B1 (en) * | 2021-06-23 | 2022-06-22 | 한국수자원공사 | Vertical construction method for vertical pile using inclinometer |
KR102410505B1 (en) * | 2021-06-23 | 2022-06-22 | 한국수자원공사 | Vertical excavation method using inclinometer |
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