JP2003201798A - Cutting diameter-expanding apparatus for renewing existing pipe - Google Patents

Cutting diameter-expanding apparatus for renewing existing pipe

Info

Publication number
JP2003201798A
JP2003201798A JP2002001706A JP2002001706A JP2003201798A JP 2003201798 A JP2003201798 A JP 2003201798A JP 2002001706 A JP2002001706 A JP 2002001706A JP 2002001706 A JP2002001706 A JP 2002001706A JP 2003201798 A JP2003201798 A JP 2003201798A
Authority
JP
Japan
Prior art keywords
piston
cylinder
existing pipe
cutting
diameter
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
JP2002001706A
Other languages
Japanese (ja)
Inventor
Nobuhiko Kimura
村 信 彦 木
Toshihiro Takeuchi
内 俊 博 竹
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.)
Kidoh Construction Co Ltd
Original Assignee
Kidoh Construction Co Ltd
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 Kidoh Construction Co Ltd filed Critical Kidoh Construction Co Ltd
Priority to JP2002001706A priority Critical patent/JP2003201798A/en
Publication of JP2003201798A publication Critical patent/JP2003201798A/en
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a cutting diameter-expanding apparatus that cuts one portion of the aged and decayed portion of the inner surface of an existing pipe in the ground or the like for renewing. <P>SOLUTION: The cutting diameter-expanding apparatus for renewing an existing pipe composed of a cylindrical cutting tool that is fitted to a hollow support shaft inserted into the existing pipe and has a cutting diameter being slightly smaller than the internal diameter of the existing pipe, a communicating hole that is drilled at the center section of the cutting tool for communicating with the hollow section of the support shaft, a plurality of cylindrical cylinders that are provided from the outer surface of the cutting tool toward the center, a piston that is coaxial with each cylinder and has a collar section sliding on the inner-periphery surface of the cylinder, a spring that is rigged at the upper section of each piston collar section so that a piston shaft section is surrounded, a fixing tool that exists at the upper end of each cylinder and is formed in a cylindrical shape, and has the internal diameter that is fixed coaxially with the cylinder and is the same as the external diameter of the shaft section of the piston, a carbide chip that is stuck to the top section of each piston, and a tie hole that passes through the communicating hole from the bottom section of each cylinder. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は、地中の既設管の内
面の一部を切削して更新する切削拡径装置に関するもの
である。 【0002】 【従来技術】地中に敷設されたコンクリート管等の既設
管は、酸素に触れる内面より経時的に老朽化が進んでい
く。このような時、既設管を完全に取り替えたり、新た
な管を敷設することかもできるが、管の内壁の老朽化し
た部分だけを補修すれば、簡単かつ迅速に管を更生させ
ることができる。作業員が中に入って作業できる大口径
の既設管の場合は、補修作業に大きな問題はないが、作
業員が入れない小口径の既設管の場合には、作業方法や
作業装置が必要となる。 【0003】従来実施されている小口径管の既設管を補
修する方法としては、図3に示すように既設管内に挿通
した支持軸の先端に、既設管内径よりやや大きな径を有
した切削工具を取り付け、切削工具を回転させながら管
端から既設管内に引き込むことによって、既設管の内壁
を一定の厚さだけ切削して拡径する。そして、切削した
内壁に合成樹脂等をコーティングすることにより更新工
事が行われる。 【0004】 【発明が解決しようとする課題】前記した更新方法によ
り、既設管の老朽化した内面だけを切削して補修すると
いう、簡単で効率の良い更新工事が可能となった。しか
し、既設管内面の老朽化が均一に進んでおらず一部分だ
が老朽化している場合や、既設管内面の老朽化は進んで
なくて管の継手部がズレているような場合にも、既設管
の管端からを全スパンにわたって内面を切削することと
なり、切削作業が長時間となる。また、多くの健全な内
壁面を切削してしまうため、多くのコーティング材が必
要となり、非経済的である。 【0005】このため、本発明は、既設管内壁の老朽化
した場所だけを補修できる切削拡径装置を提供するもの
である。 【0006】 【課題を解決するための手段】すなわち本発明は、地中
の既設管の内面の老朽化した部分を切削して更新する切
削拡径装置において、既設管内に挿入した中空の支持軸
に装着され、切削径が既設管の内径よりもやや小さな筒
状の切削工具と、支持軸の中空部とが連通するように前
記切削工具の中央部に穿孔した連通孔と、前記切削工具
の外面から中心に向かって設けた複数個の円筒状のシリ
ンダーと、各シリンダーと同軸をなしシリンダーの内周
面に摺動する鍔部を有するピストンと、前記各ピストン
鍔部の上部にピストン軸部を囲むように装備したスプリ
ングと、各シリンダーの上端にあって円筒状をなし、シ
リンダーと同軸に固定される内径がピストンの軸部外径
と同一の固定具と、前記各ピストンの頂部に固着した超
硬チップと、各シリンダーの底部から前記連通孔に貫通
した連絡孔と、により構成される既設管更新用の切削拡
径装置である。 【0007】切削工具は、継手部と支持軸の端部をネジ
接合することによって固定される。切削工具の外径は、
既設管内を容易に通過できるように既設管の内径よりや
や小さな径で製作されている。ピストンの頂部に固着し
た超硬チップの近くには、切削工具の中心から放射状に
噴射口が設けられ、内壁切削時の超硬チップの冷却、洗
浄の役割をする。 【0008】ピストン鍔部の外周には、密封装置である
Oリング等が装着され、連絡孔からの高圧水が上部のピ
ストン軸に漏れない構造となっている。 【0009】ピストン軸部を囲むように装備したスプリ
ングは、連絡孔からの高圧水がピストン底部に作用した
ときには、縮小する圧縮力に設定されている。 【0010】本切削拡径装置を用いた更新工事の作業手
順としては、一方の人孔または立坑内から既設管内に支
持軸を挿通し、他方の立坑から支持軸の先端に切削工具
を固設し、既設管の内壁が老朽化している部分まで切削
工具を配置するために、支持軸を引き抜く。老朽化した
部分に切削工具がくると、支持軸内に高圧水が供給さ
れ、連通孔を経て連絡孔に入りピストンの底部を押し上
げて、先端の超硬チップが切削工具外にでる。高圧水の
供給と同時に、支持軸に回転を与えることにより切削工
具も回転して、超硬チップが既設管の内壁を切削する。
老朽化部分の切削が完了すると、高圧水の供給が停止さ
れ、ピストンがスプリングによって下方に押し戻され、
先端の超硬チップは切削工具内に入り切削を終了する。
切削カ所は、補修装置により合成樹脂等をコーテイング
することによって、更新工事が終了する。 【0011】 【発明の実施の形態】以下、本発明の実施形態を図面を
基に説明する。図1は、本発明の切削拡径装置を説明す
る横断面図である。筒状の切削工具1の外径は、既設管
13の内径よりやや小さめに製作されている。切削工具
1の中央部には連通孔7が穿孔されている。切削工具1
の外面から中心に向かって、円筒状のシリンダー2が円
周方向に8カ所均等に設置されている。シリンダー2内
には、シリンダー2と同軸をなしシリンダー2の内周面
に摺動する鍔部を下方に有するピストン3が設置されて
いる。ピストン3鍔部の上部には、ピストン3軸部を囲
むようにスプリング5が装備されている。シリンダー2
の上端には、内径がピストン3の軸部外径と同一の円筒
状の固定具11が、シリンダー2と同軸に固定されてい
る。ピストン3の頂部には、超硬チップ4が切削工具1
の外径高さと同じになるように固着されている。シリン
ダー2の底部からは、連通孔7に貫通するように連絡孔
6が設けられている。以上により、切削拡径装置は構成
されている。 【0012】切削工具1に設置されるシリンダー2は、
本実施形態では8カ所を例示したが、既設管径や既設管
13材質によって効率の良い切削が行えるように増減さ
せることができる。スプリング5は、シリンダー2の上
端に固定した固定具11を反力として、ピストン3の鍔
部を中心部に向かって押し付けており、ピストン3の頂
部の超硬チップ4が切削工具1から飛び出すことはな
い。 【0013】図2は、切削工具を詳細に説明する縦断面
図である。切削工具1は、切削工具1に設けた継手部9
に支持軸8をネジ接合することによって固定される。円
筒状の切削工具1は、既設管13の内径よりもやや小さ
な径で製作されて、既設管13内を自由に通過すること
ができる。切削工具1の中央部には、連通孔7が穿孔さ
れて支持軸8の中空部と連通している。切削工具1の外
面から中心に向かって円筒状のシリンダー2が設けられ
ている。シリンダー2内には、シリンダー2と同軸をな
しシリンダー2の内周面に摺動する鍔部を下方に有する
ピストン3が設置されている。ピストン3鍔部の外周に
は、密封装置であるOリング12が装着されている。ピ
ストン3鍔部の上部には、ピストン3軸部を囲むように
スプリング5が装備されている。シリンダー2の上端に
は、内径がピストン3の軸部外径と同一の円筒状の固定
具11が、シリンダー2と同軸に固定されている。ピス
トン3の頂部には、超硬チップ4が切削工具1の外径高
さと同じになるように固着されている。シリンダー2の
底部からは、連通孔7に貫通するように連絡孔6が設け
られている。 【0014】超硬チップ4の近くには、切削工具1の中
心から放射状に噴射口10を設け、既設管13の内壁切
削時の超硬チップ4の冷却および洗浄の役割をさせる。 【0015】以下に、上記切削拡径装置を用いた更新工
事の作業手順について説明する。一方の立坑から他方の
立坑まで支持軸8を挿通し、挿通した支持軸8の先端に
切削工具1を固設する。事前に管内カメラ等で調査した
既設管13の老朽化部分まで、支持軸8を引き戻して切
削工具1をその位置に配置する。そして、支持軸8内に
高圧水を供給することによって、連通孔7から連絡孔6
に入った高圧水がピストン3の底部を押し上げて、先端
の超硬チップ4を切削工具1外へと出す。高圧水の供給
と同時に、支持軸8に回転を与えることによって切削工
具1も回転して、既設管13の内壁に当接していた超硬
チップ4が切削を開始する。所定の径まで切削が完了す
ると、高圧水の供給が停止され、ピストン3がスプリン
グ5によって下方に押し戻され、先端の超硬チップ4は
切削工具1内に収納される。そして、支持軸8をさらに
引き戻して、次の切削カ所まで切削工具1を移動させ
る。切削カ所は、従来技術による補修装置により構成樹
脂等がコーティングされて、更新工事を完成させる。 【0016】 【発明の効果】以上のように、本発明の切削拡径装置に
より、既設管の老朽化した部分や継手部のズレ部分だけ
を切削補修することが可能となり、従来技術のように既
設管の全スパンの内壁を切削することが無くなり、非常
に効率的で経済的となった。 【0017】
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cutting and expanding apparatus for cutting and updating a part of an inner surface of an existing pipe underground. 2. Description of the Related Art Existing pipes such as concrete pipes laid underground deteriorate with time from the inner surface exposed to oxygen. In such a case, the existing pipe may be completely replaced or a new pipe may be laid. However, if only the deteriorated portion of the inner wall of the pipe is repaired, the pipe can be easily and quickly regenerated. There is no major problem in the repair work in the case of a large-diameter existing pipe where workers can enter and work, but in the case of a small-diameter existing pipe where workers cannot enter, work methods and working equipment are required. Become. [0003] As a conventional method for repairing an existing small diameter pipe, a cutting tool having a diameter slightly larger than the inner diameter of the existing pipe is provided at the tip of a support shaft inserted into the existing pipe as shown in FIG. Is attached, and the inside wall of the existing pipe is cut by a certain thickness to expand the diameter by pulling into the existing pipe from the pipe end while rotating the cutting tool. Then, renewal work is performed by coating the cut inner wall with a synthetic resin or the like. [0004] According to the above-mentioned renewal method, a simple and efficient renewal work in which only the deteriorated inner surface of an existing pipe is cut and repaired has been made possible. However, the existing pipe inner surface is not evenly aged and is partly deteriorated, or the existing pipe inner surface is not advanced and the pipe joints are displaced. Since the inner surface is cut from the end of the pipe over the entire span, the cutting operation takes a long time. Further, since many healthy inner wall surfaces are cut, many coating materials are required, which is uneconomical. [0005] Therefore, the present invention provides a cutting and expanding device capable of repairing only an old part of an existing pipe inner wall. [0006] That is, the present invention relates to a cutting and expanding apparatus for cutting and renewing an aged portion of the inner surface of an existing pipe underground, and a hollow support shaft inserted into the existing pipe. A cylindrical cutting tool whose cutting diameter is slightly smaller than the inner diameter of the existing pipe, a communication hole drilled in the center of the cutting tool so that the hollow portion of the support shaft communicates with the cutting tool, A plurality of cylindrical cylinders provided from the outer surface toward the center, a piston having a flange coaxial with each cylinder and sliding on the inner peripheral surface of the cylinder, and a piston shaft on the upper part of each piston flange A spring equipped to surround the cylinder and a fixing tool having a cylindrical shape at the upper end of each cylinder, the inner diameter of which is fixed coaxially with the cylinder and the same as the outer diameter of the shaft of the piston, and fixed to the top of each piston Carbide And a communication hole penetrating from the bottom of each cylinder to the communication hole. [0007] The cutting tool is fixed by screwing the joint portion and the end of the support shaft. The outer diameter of the cutting tool is
It is manufactured with a diameter slightly smaller than the inner diameter of the existing pipe so that it can easily pass through the existing pipe. An injection hole is provided radially from the center of the cutting tool near the cemented carbide tip fixed to the top of the piston, and serves to cool and clean the cemented carbide tip when cutting the inner wall. An O-ring or the like, which is a sealing device, is mounted on the outer periphery of the piston flange so that high-pressure water from the communication hole does not leak to the upper piston shaft. The spring provided so as to surround the piston shaft is set to have a compressive force that is reduced when high-pressure water from the communication hole acts on the piston bottom. [0010] As a work procedure of the renewal work using the present cutting and expanding apparatus, a supporting shaft is inserted into an existing pipe from one manhole or a shaft, and a cutting tool is fixed to the tip of the supporting shaft from the other shaft. Then, the support shaft is pulled out to dispose the cutting tool to a part where the inner wall of the existing pipe is deteriorated. When the cutting tool comes to the aged part, high-pressure water is supplied into the support shaft, enters the communication hole through the communication hole, pushes up the bottom of the piston, and the carbide tip at the tip comes out of the cutting tool. Simultaneously with the supply of the high-pressure water, the cutting tool rotates by giving rotation to the support shaft, and the carbide tip cuts the inner wall of the existing pipe.
When the cutting of the aging part is completed, the supply of high-pressure water is stopped, the piston is pushed back down by the spring,
The carbide tip at the tip enters the cutting tool and finishes cutting.
At the cutting site, the renewal work is completed by coating the synthetic resin or the like with the repair device. Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a cross-sectional view illustrating a cutting and expanding device according to the present invention. The outer diameter of the cylindrical cutting tool 1 is manufactured to be slightly smaller than the inner diameter of the existing pipe 13. A communication hole 7 is formed in the center of the cutting tool 1. Cutting tool 1
Eight cylindrical cylinders 2 are equally arranged in the circumferential direction from the outer surface toward the center. In the cylinder 2, a piston 3 having a lower flange portion coaxial with the cylinder 2 and sliding on the inner peripheral surface of the cylinder 2 is provided. A spring 5 is provided above the flange of the piston 3 so as to surround the shaft of the piston 3. Cylinder 2
A cylindrical fixture 11 having the same inner diameter as the outer diameter of the shaft portion of the piston 3 is coaxially fixed to the upper end of the cylinder 2. At the top of the piston 3, a carbide tip 4 is provided with a cutting tool 1.
Is fixed so as to be the same as the outer diameter height. A communication hole 6 is provided from the bottom of the cylinder 2 so as to penetrate the communication hole 7. As described above, the cutting and expanding device is configured. The cylinder 2 installed on the cutting tool 1 is
In the present embodiment, eight locations are illustrated, but the number can be increased or decreased depending on the existing pipe diameter and the material of the existing pipe 13 so that efficient cutting can be performed. The spring 5 presses the flange of the piston 3 toward the center with the fixture 11 fixed to the upper end of the cylinder 2 as a reaction force, and the carbide tip 4 at the top of the piston 3 pops out of the cutting tool 1. There is no. FIG. 2 is a longitudinal sectional view for explaining the cutting tool in detail. The cutting tool 1 includes a joint 9 provided on the cutting tool 1.
Is fixed by screwing the support shaft 8 to the support shaft 8. The cylindrical cutting tool 1 is manufactured with a diameter slightly smaller than the inner diameter of the existing pipe 13 and can freely pass through the existing pipe 13. A communication hole 7 is drilled in the center of the cutting tool 1 to communicate with the hollow portion of the support shaft 8. A cylindrical cylinder 2 is provided from the outer surface of the cutting tool 1 toward the center. In the cylinder 2, a piston 3 having a lower flange portion coaxial with the cylinder 2 and sliding on the inner peripheral surface of the cylinder 2 is provided. An O-ring 12, which is a sealing device, is mounted on the outer periphery of the flange of the piston 3. A spring 5 is provided above the flange of the piston 3 so as to surround the shaft of the piston 3. At the upper end of the cylinder 2, a cylindrical fixture 11 having the same inner diameter as the outer diameter of the shaft of the piston 3 is fixed coaxially with the cylinder 2. A carbide tip 4 is fixed to the top of the piston 3 so as to have the same height as the outer diameter of the cutting tool 1. A communication hole 6 is provided from the bottom of the cylinder 2 so as to penetrate the communication hole 7. An injection port 10 is provided near the carbide tip 4 radially from the center of the cutting tool 1 to cool and clean the carbide tip 4 when cutting the inner wall of the existing pipe 13. Hereinafter, the procedure of the renewal work using the above-mentioned cutting and expanding device will be described. The support shaft 8 is inserted from one shaft to the other shaft, and the cutting tool 1 is fixed to the tip of the inserted support shaft 8. The support shaft 8 is pulled back to the deteriorated portion of the existing pipe 13 which has been inspected in advance by a camera inside the pipe, and the cutting tool 1 is arranged at that position. By supplying high-pressure water into the support shaft 8, the communication hole 7 is connected to the communication hole 6.
The high-pressure water that has entered pushes up the bottom of the piston 3 and brings out the carbide tip 4 at the tip out of the cutting tool 1. Simultaneously with the supply of the high-pressure water, the cutting tool 1 also rotates by giving rotation to the support shaft 8, and the carbide tip 4 that has been in contact with the inner wall of the existing pipe 13 starts cutting. When the cutting to the predetermined diameter is completed, the supply of the high-pressure water is stopped, the piston 3 is pushed down by the spring 5, and the carbide tip 4 at the tip is stored in the cutting tool 1. Then, the support shaft 8 is further pulled back, and the cutting tool 1 is moved to the next cutting point. The cutting site is coated with a constituent resin or the like by a repair device according to the prior art to complete the renewal work. As described above, the cutting and expanding device of the present invention makes it possible to cut and repair only the deteriorated portion of the existing pipe and the misaligned portion of the joint, as in the prior art. Cutting of the inner wall of the entire span of the existing pipe was eliminated, which became very efficient and economical. [0017]

【図面の簡単な説明】 【図1】本発明の切削拡径装置を説明する横断面図であ
る。 【図2】切削工具を詳細に説明する縦断面図である。 【図3】従来技術の切削拡径装置を説明する縦断面図で
ある。 【符号の説明】 1 切削工具 2 シリンダー 3 ピストン 4 超硬チップ 5 スプリング 6 連絡孔 7 連通孔 8 支持軸 9 継手部 10 噴射口 11 固定具 12 Oリング 13 既設管 14 従来技術の切削工具
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a cross-sectional view illustrating a cutting and expanding device according to the present invention. FIG. 2 is a longitudinal sectional view illustrating a cutting tool in detail. FIG. 3 is a longitudinal sectional view illustrating a conventional cutting and expanding device. [Description of Signs] 1 Cutting tool 2 Cylinder 3 Piston 4 Carbide tip 5 Spring 6 Communication hole 7 Communication hole 8 Support shaft 9 Joint section 10 Injection port 11 Fixture 12 O-ring 13 Existing pipe 14 Conventional cutting tool

Claims (1)

【特許請求の範囲】 【請求項1】地中の既設管の内面の老朽化した部分を切
削して更新する切削拡径装置において、 既設管内に挿入した中空の支持軸に装着され、切削径が
既設管の内径よりもやや小さな筒状の切削工具と、支持
軸の中空部とが連通するように前記切削工具の中央部に
穿孔した連通孔と、前記切削工具の外面から中心に向か
って設けた複数個の円筒状のシリンダーと、各シリンダ
ーと同軸をなしシリンダーの内周面に摺動する鍔部を有
するピストンと、前記各ピストン鍔部の上部にピストン
軸部を囲むように装備したスプリングと、各シリンダー
の上端にあって円筒状をなし、シリンダーと同軸に固定
される内径がピストンの軸部外径と同一の固定具と、前
記各ピストンの頂部に固着した超硬チップと、各シリン
ダーの底部から前記連通孔に貫通した連絡孔と、により
構成されることを特徴とする既設管更新用の切削拡径装
置。
Claims: 1. A cutting diameter expanding device for cutting and renewing an aged portion of an inner surface of an existing pipe underground, wherein the cutting diameter is mounted on a hollow support shaft inserted into the existing pipe. A cylindrical cutting tool slightly smaller than the inner diameter of the existing pipe, a communication hole drilled in the center of the cutting tool so that the hollow portion of the support shaft communicates, and from the outer surface of the cutting tool toward the center. A plurality of cylindrical cylinders provided, a piston coaxial with each cylinder and having a flange sliding on the inner peripheral surface of the cylinder, and an upper portion of each piston flange were provided so as to surround the piston shaft. A spring, a fixing tool having a cylindrical shape at the upper end of each cylinder, the inner diameter of which is fixed coaxially with the cylinder and the same as the outer diameter of the shaft of the piston, and a carbide tip fixed to the top of each piston, Bottom of each cylinder Cutting diameter device for existing pipe update characterized the contact hole penetrating the al the communication hole, to be composed of.
JP2002001706A 2002-01-08 2002-01-08 Cutting diameter-expanding apparatus for renewing existing pipe Pending JP2003201798A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002001706A JP2003201798A (en) 2002-01-08 2002-01-08 Cutting diameter-expanding apparatus for renewing existing pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002001706A JP2003201798A (en) 2002-01-08 2002-01-08 Cutting diameter-expanding apparatus for renewing existing pipe

Publications (1)

Publication Number Publication Date
JP2003201798A true JP2003201798A (en) 2003-07-18

Family

ID=27641769

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002001706A Pending JP2003201798A (en) 2002-01-08 2002-01-08 Cutting diameter-expanding apparatus for renewing existing pipe

Country Status (1)

Country Link
JP (1) JP2003201798A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011001812A (en) * 2009-05-19 2011-01-06 Kinden Corp Cutting tool for enlarging diameter of existing pipe line
CN102071951A (en) * 2010-12-30 2011-05-25 昆山众备机械设备有限公司 Novel shield tail sealing brush
JP2012087838A (en) * 2010-10-18 2012-05-10 Toa Grout Kogyo Co Ltd Method and device for maintenance of conduit
JP2013002503A (en) * 2011-06-14 2013-01-07 Japan Reform:Kk Hole diameter expander and hole diameter expanding method for existing sleeve for pipe
CN103592116A (en) * 2013-11-21 2014-02-19 中国建筑股份有限公司 Loaded oil cylinder positioning system of shield segment testing machine

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011001812A (en) * 2009-05-19 2011-01-06 Kinden Corp Cutting tool for enlarging diameter of existing pipe line
JP2012087838A (en) * 2010-10-18 2012-05-10 Toa Grout Kogyo Co Ltd Method and device for maintenance of conduit
CN102071951A (en) * 2010-12-30 2011-05-25 昆山众备机械设备有限公司 Novel shield tail sealing brush
JP2013002503A (en) * 2011-06-14 2013-01-07 Japan Reform:Kk Hole diameter expander and hole diameter expanding method for existing sleeve for pipe
CN103592116A (en) * 2013-11-21 2014-02-19 中国建筑股份有限公司 Loaded oil cylinder positioning system of shield segment testing machine
CN103592116B (en) * 2013-11-21 2015-11-18 中国建筑股份有限公司 A kind of load cylinder positioning system of shield duct piece testing machine

Similar Documents

Publication Publication Date Title
US7707704B2 (en) Sealing methods
US6161563A (en) Plumbing tool
JPH0674879B2 (en) A method of repairing an inaccessible house sewer pipe by a remote control device operating in the main pipe.
US20100308171A1 (en) Method of Manufacturing Aircraft Using Temporary Fasteners
US20070210576A1 (en) Connection between a lateral and main pipe and method for making same
CN110617381A (en) Drainage pipeline cracking local plugging structure, plugging method and repairing method
US5129135A (en) Repair method for exterior on a concrete structure
JP2003201798A (en) Cutting diameter-expanding apparatus for renewing existing pipe
JP5988922B2 (en) Anchor pin with inlet, pinning method and net barrier method using the same
CN114875922B (en) Constant-pressure retreating grouting guide pipe and construction process thereof
WO1988009705A1 (en) Apparatus for selectively rotating a tool relative to the wall of a conduit
CN111364796A (en) Concrete crack repairing and grouting process
CN210860095U (en) Pre-buried connecting device of water supply and drainage pipeline gallows
CN210530749U (en) Self-advancing pipe shed drilling tool for tunnel soft rock excavation
JP4414626B2 (en) Equipment for supplying bonding agent
JP2007332540A (en) Equipment and method for restoring sewage pipe
JP6341904B2 (en) Concrete base material repair method, injection unit
TWI602668B (en) Building tiles repair methods
JP3300799B2 (en) Terminal mounting method to steel pipe buried in deep soil and jig used directly for implementation
CN221118467U (en) Thin-wall steel pipe pile and butt-joint connection structure
CN220538905U (en) Pre-pore-free grouting guide pipe with closed end
JP4646711B2 (en) Branch pipe connection device
JP3561449B2 (en) Method and apparatus for enlarging cutting of existing pipeline
JP2005271230A (en) Excavation method and hole excavating jig
CA2150316C (en) Method and apparatus for the restoration of heat exchangers and condensers