JPS63255424A - Construction of piping in tunnel and vehicle therefor - Google Patents

Construction of piping in tunnel and vehicle therefor

Info

Publication number
JPS63255424A
JPS63255424A JP62088608A JP8860887A JPS63255424A JP S63255424 A JPS63255424 A JP S63255424A JP 62088608 A JP62088608 A JP 62088608A JP 8860887 A JP8860887 A JP 8860887A JP S63255424 A JPS63255424 A JP S63255424A
Authority
JP
Japan
Prior art keywords
pipe
vehicle
pipes
holder
construction
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
JP62088608A
Other languages
Japanese (ja)
Other versions
JPH0637777B2 (en
Inventor
Minoru Yoneda
実 米田
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP62088608A priority Critical patent/JPH0637777B2/en
Publication of JPS63255424A publication Critical patent/JPS63255424A/en
Publication of JPH0637777B2 publication Critical patent/JPH0637777B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Abstract

PURPOSE:To raise the efficiency and safety of construction by a method in which a new pipe is centered and temporarily coupled with an existing pipe by adjustment of the pipe receiving base of a vehicle, the pipe receiving base is lowered by holding the new pipe, the vehicle is removed, and both pipes are finally joined with each other. CONSTITUTION:A vehicle 11 with a pipe receiving base 30 is traveled on rails 10 in a tunnel 2 in which an existing pipe 3 is set, and a new pipe 12 is put on the base 30. The vehicle 11 is carried to near the pipe 3 and the pipes 12 and 3 are centered with each other by adjusting the base 30 vertically and horizontally. The connecting portions of the pipes 12 and 3 are temporarily welded, the pipe 12 is held on a given position by a supporter, and the base 30 is lowered. The vehicle 11 is then removed and the connecting portions are finally joined by welding.

Description

【発明の詳細な説明】 [産業上の利用分野〕 本発明は、シールドセグメント内、坑内推進管内、或い
はトンネル内等において、水道管、ガス管等を配管する
施工法と、該施工法の実施に使用する配管施工用車両に
関する。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a construction method for piping water pipes, gas pipes, etc. within shield segments, underground propulsion pipes, tunnels, etc., and the implementation of the construction method. Regarding piping construction vehicles used for.

[従来技術] 例えば上記したようなシールドセグメント内或いはトン
ネル内において、水道管、ガス管のような比較的大径の
管を敷設する場合、従来はレール上を走行する子台車に
管を積み、既設管近くまで運j殻していた。そしてチェ
ーンブロック、しッパラー等の揚重機を使用して、撤大
した管を吊り上げ、既設管に芯合せして、溶接による接
合作業を行っていた。したがって従来の配管施工による
と、揚重機を使用する空間すなわちトンネル、シールド
セグメント等に大きな坑内空間を必要とし、坑内掘削に
多くの費用を要すると共に、配管施工にも時間がかかり
、また作業上の安全性にも問題があった。
[Prior Art] When relatively large-diameter pipes such as water pipes and gas pipes are laid, for example, in a shield segment or a tunnel as described above, conventionally, the pipes are loaded on a sub-truck that runs on rails. It had been stranded close to the existing pipe. Then, using lifting equipment such as chain blocks and shippers, the removed pipes were hoisted up, aligned with the existing pipes, and joined by welding. Therefore, according to conventional piping construction, a large underground space is required for the space where the lifting machine is used, such as tunnels and shield segments, which requires a lot of money for underground excavation, takes time to construct the piping, and is difficult to operate. There were also safety issues.

E発明の目的コ したがって本発明は、配管する管径に対して可及的に小
径の坑内に配管することができると共に、能率的な施工
ができ、安全性も向上した配管施工法と、施工法の実施
に使用する配管施工用車両を提供することを目的として
いる。
E. Purpose of the Invention Therefore, the present invention provides a piping construction method that allows piping to be installed in a mine with a diameter as small as possible compared to the diameter of the pipe to be piped, and that also enables efficient construction and improved safety. The purpose is to provide piping installation vehicles for use in the implementation of the Act.

[発明の構成コ 本発明の坑内配管施工法によれば、坑内に配管された既
設管の近傍まで、接続すべき新設管を車両の管受台に乗
せて運搬する管運搬工程と、管受台を上下・水平方向に
移動調節して、新設管を既設管に芯合せする工程と、芯
合せされた両管の接合部を仮接合すると共に、新設管を
サポートにより所定位置に保持したのちに、管受台を降
下させて車両を引き出し撤去する工程と、前記両管の接
合部を本接合する接合工程とから成っている。
[Structure of the Invention] According to the underground piping construction method of the present invention, there is a pipe transport process in which a new pipe to be connected is transported on a pipe holder of a vehicle to the vicinity of an existing pipe piped underground, and a pipe holder. The process involves adjusting the table vertically and horizontally to align the new pipe with the existing pipe, temporarily joining the joints of the two aligned pipes, and holding the new pipe in place with supports. The process consists of a step of lowering the tube holder and pulling out and removing the vehicle, and a joining step of permanently joining the joint portions of the two pipes.

また本発明の坑内配管施工用車両は、坑内に敷設された
レール上を走行するように構成された台車と、管をその
上に安定的に載置されるようになっている管受台とから
成り、該管受台は、前記台車に対して上下・水平方向に
ジヤツキ手段により移動調節可能に搭載されている。
Further, the underground piping construction vehicle of the present invention includes a cart configured to run on rails laid underground, and a pipe holder on which a pipe is stably placed. The tube holder is mounted on the truck so that its movement can be adjusted vertically and horizontally by means of a jack.

[発明の作用効果コ したがって、坑内に敷設されたレール上の車両の管受台
に新設管を乗せ、既設管の近く例えば503程度近くま
で運搬する。そして管受台を上下方向或いは左右の水平
方向にジヤツキ手段によって移動調節して新設管の芯を
既設管の芯に合せる。
[Operations and Effects of the Invention] Accordingly, a newly installed pipe is placed on a pipe holder of a vehicle on a rail laid in a mine, and is transported close to the existing pipe, for example, close to 503. Then, the tube holder is moved and adjusted vertically or horizontally from side to side using a jacking means to align the core of the new pipe with the core of the existing pipe.

このとき、両管に裏当金を設けておき、これらの裏当金
がかみ合うようにすると芯合せが簡単にできる。芯合せ
が終ると接合面を例えば仮溶接などにより、仮接合する
。そして新設管をサポートにより所定の位置に保持して
から、ジヤツキ手段を降下ずなわちダウンさせて車両を
引き出す。最後に仮接合部分゛を本溶接などして本接合
し、配管施工を終る。
At this time, centering can be easily performed by providing backing metals on both tubes so that these metals mesh with each other. After alignment, the joint surfaces are temporarily joined by, for example, temporary welding. After the newly installed pipe is held in a predetermined position by the support, the jacking means is lowered and the vehicle is pulled out. Finally, the temporary joint parts are welded and finally joined to complete the piping construction.

以上のように本発明によると、車両に管受台が設けられ
ていて、そしてこの管受台が車両に対して上下方向と水
平方向に移動調節自在であるので、従来のようにクレー
ン、チェーンブロックのような揚重機を使用することな
く、配管できる。したかって、坑内空間を可及的に小さ
くでき、坑内掘削費が軽減できる。また、揚重機を使用
しないので、配管作業時間が短く、また安全でもある。
As described above, according to the present invention, the vehicle is provided with a pipe holder, and this pipe holder is movable and adjustable in the vertical and horizontal directions with respect to the vehicle. Piping can be done without using lifting equipment such as blocks. Therefore, the underground space can be made as small as possible, and the underground excavation cost can be reduced. Furthermore, since no lifting equipment is used, piping work time is short and it is also safe.

すなわち管を不慮の事故によって落下させるようなこと
がない、更に本発明によるとジヤツキ手段によって管の
芯合せをするので、操作盤を例えば車両に設けておき、
遠隔操作することもできる。このように遠隔繰作による
と安全性は更に高まる。
In other words, there is no possibility that the tube will fall due to an unexpected accident.Furthermore, according to the present invention, since the tube is aligned by a jacking means, an operation panel may be provided in a vehicle, for example.
It can also be controlled remotely. In this way, remote operation further increases safety.

[実施例] 以下、本発明の実施例を添付図面によって説明する。[Example] Embodiments of the present invention will be described below with reference to the accompanying drawings.

第1図において、符号1はシールドセグメント壁、推進
管或いはトンネル壁を示している。そしてこの壁によっ
て限定された空間すなわち坑内2には管3が設置されて
いる。管3はサポート4により所定の高さにセットされ
、配管施工は終了しており、゛既設管となっている。既
設管の端面すなわち接合部5には裏当金6が設けられて
いる。
In FIG. 1, reference numeral 1 designates a shield segment wall, propulsion tube or tunnel wall. A pipe 3 is installed in the space defined by this wall, that is, in the mine 2. The pipe 3 is set at a predetermined height by the support 4, and the piping construction has been completed, making it an "existing pipe." A backing metal 6 is provided on the end face of the existing pipe, that is, the joint portion 5.

坑内2にはレール10が敷設されている。そして、この
レール上を施工用車両11が走行するようになっている
。車両は、2個の台車20.20から構成され、牽引車
40で牽引されるようになっている。勿論車両は自走式
に構成することもできる。
A rail 10 is laid in the mine 2. The construction vehicle 11 runs on this rail. The vehicle is composed of two trolleys 20, 20 and is towed by a towing vehicle 40. Of course, the vehicle can also be configured to be self-propelled.

台車20の詳細は第2図、第3図に示されている。すな
わち台車20は、板状のフレーム21と、一対の車輪2
2.22とから構成され、フレームの前後部には連結具
23.23が溶接などの手段により固設され、台車20
.20はこれらの連結具23.23を介して第7図に示
すようにフレーム24で結合されて車両11を構成して
いる0台車20の略中央部には、第2図に示すように、
台車の走行方向に対して左右方向すなわち水平方向に所
定の間隔をおいて一対の案内部材25.25が設けられ
ている。そして、これらの案内部材25.25によって
管受台が水平方向に案内される。
Details of the truck 20 are shown in FIGS. 2 and 3. That is, the trolley 20 includes a plate-shaped frame 21 and a pair of wheels 2.
2.22, and connectors 23.23 are fixed to the front and rear of the frame by means such as welding, and the trolley 20
.. 20 are connected by a frame 24 through these connectors 23 and 23 as shown in FIG. 7 to constitute the vehicle 11. At approximately the center of the bogie 20, as shown in FIG.
A pair of guide members 25, 25 are provided at a predetermined interval in the left-right direction, that is, in the horizontal direction with respect to the traveling direction of the truck. The tube holder is guided in the horizontal direction by these guide members 25.25.

管受台30は、第4図、第5図、第6図に示すように、
管が直接型せられる管受部材31と、管受部材を支持し
ているスライド部材35とから成っている。管受部材3
1は、管が乗ぜられる部分は円弧状になっていて、この
部分はゴム板32などが調節されている。管受部材の下
面中央部は水平になっている。そして両端部には有底の
穴が下面から形成され、後述するスライド部材の支柱が
挿入されると共にジヤツキ手段42.42が設けられる
ようになっている。
The tube holder 30, as shown in FIGS. 4, 5, and 6,
It consists of a tube support member 31 into which a tube is directly molded, and a slide member 35 that supports the tube support member. Pipe support member 3
1, the part on which the pipe is placed has an arc shape, and this part is adjusted by a rubber plate 32 or the like. The center portion of the lower surface of the tube support member is horizontal. At both ends, bottomed holes are formed from the lower surface, into which supports of a slide member to be described later are inserted, and jacking means 42, 42 are provided.

スライド部材35は第5図、第6図に示すように一本の
水平部材36と、この水平部材の両端部に立設された支
柱37.37とから成っている。
As shown in FIGS. 5 and 6, the slide member 35 consists of a horizontal member 36 and columns 37 and 37 erected at both ends of this horizontal member.

そして水平部材36は、台車に立設されている案内部材
25.25間にセットされて水平方向に案内される。ス
ライド部材35を水平方向(第2図において台車の走行
方向と直角方向)に移動させるジヤツキ手段38は第8
図、第9図に示されている。スライド部材35の支柱3
7.37は管受部材31の有底の穴に挿入され、管受部
材31を上下方向に案内する。
The horizontal member 36 is set between the guide members 25 and 25 erected on the cart and guided in the horizontal direction. The jacking means 38 for moving the slide member 35 in the horizontal direction (in the direction perpendicular to the traveling direction of the trolley in FIG. 2) is an eighth
As shown in FIG. Post 3 of slide member 35
7.37 is inserted into the bottomed hole of the tube support member 31, and guides the tube support member 31 in the vertical direction.

ジヤツキ手段38.42は、油圧ジヤツキに構成するこ
とも、またねじジヤツキに更に手動ジヤツキに構成する
こともできるが、第9図には油圧ジヤツキに構成された
例が示されている。すなわち操作部41のポンプ43を
モータ或いは手動により駆動すると、ライン44を通っ
て弁例えばストップ弁45.45・・・を通り、油圧シ
リンダに圧油が供給され、スライド部材35が水平方向
に、したがって管受部材も水平方向に、そして管受部材
31がスライド部材に対して上下方向に移動調節される
The jacking means 38, 42 can be constructed as a hydraulic jack, or a screw jack or even a manual jack; FIG. 9 shows an example in which the jacking means is a hydraulic jack. That is, when the pump 43 of the operating section 41 is driven by a motor or manually, pressure oil is supplied to the hydraulic cylinder through the line 44 and through valves such as stop valves 45, 45, etc., and the slide member 35 is moved horizontally. Therefore, the tube receiving member is also adjusted in the horizontal direction, and the tube receiving member 31 is moved and adjusted in the vertical direction with respect to the slide member.

次に第1図および第10図ないし第12図によって本実
施例の作用を説明する。
Next, the operation of this embodiment will be explained with reference to FIG. 1 and FIGS. 10 to 12.

第1図は車両11に新設管12を乗せて、既設管3の近
くまで運搬した状態を示している。この状態において、
第10図、第11図の矢印で示すようにジヤツキ手段3
8.42.42を作動して管受部材31を左右の水平方
向或いは上下方向に移動させて、新設管12の芯を既設
管3の芯に合せる。このとき、両管3.12の接合部に
は裏当金6.13が設けられているので、裏当金がかみ
合えば芯合せができる0次に接合部を仮付は溶接する。
FIG. 1 shows a state in which a newly installed pipe 12 is loaded onto a vehicle 11 and transported to near an existing pipe 3. In this state,
As shown by the arrows in FIGS. 10 and 11, the jacking means 3
8.42.42 is activated to move the pipe support member 31 horizontally from side to side or vertically to align the center of the new pipe 12 with the center of the existing pipe 3. At this time, since a backing metal 6.13 is provided at the joint between the two tubes 3.12, when the backing metal engages, alignment can be achieved.The joint is temporarily welded.

そして第11図に示されているように、サポート46、
・16によって新設管12を所定位置に保持する。新設
管12は第12図に示されているように、仮溶接部とサ
ポート46.46とによって坑内の所定位置に保持され
ているので、車両を引き出すことができる。車両を引き
出し、最後に仮溶接部を本溶接して施工を終る。以下同
様の方法によって順次施工していく。
And as shown in FIG. 11, the support 46,
- 16 holds the new pipe 12 in place. The new pipe 12 is held in place in the mine by temporary welds and supports 46, 46, as shown in FIG. 12, so that the vehicle can be pulled out. The vehicle is pulled out and the temporary welds are finally welded to complete the construction. Construction will be carried out sequentially using the same method.

[まとめ] 以上のように、本発明によると、新設管を運搬する車両
には、管受台が搭載され、しかもこの管受台はジヤツキ
手段によって左右方向と上下方向に移動自在であるので
、新設管の既設管への芯合せが容易にできる。したがっ
て配管施工効率が従来の施工法に比較して高い。またチ
ェーンブロック、クレーンなどの揚重機を使用しないの
で坑内径を小径にすることができ、坑内建設費の軽減が
達成できる。更には揚重機を使用しないので、安全でも
ある。
[Summary] As described above, according to the present invention, a vehicle for transporting newly installed pipes is equipped with a pipe holder, and this pipe holder is movable horizontally and vertically by the jacking means. New pipes can be easily aligned with existing pipes. Therefore, the piping construction efficiency is higher than that of conventional construction methods. In addition, since no lifting equipment such as chain blocks or cranes is used, the diameter of the mine can be made small, and the cost of constructing the mine can be reduced. Furthermore, since no lifting equipment is used, it is also safe.

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

図面は本発明の実施例を示し、第1図は施工法を説明す
るための全体側面図、第2図は車両の台車部分を示す平
面図、第3図は同側面図、第4図は管受台の管受部材を
示す側面図、第5図は管受台のスライド部材を示す平面
図、第6図は同側面図、第7図は施工用車両の側面図、
第8図は第1図において矢視A−Aでみた断面図、第9
図はジヤツキ手段の一例を示す油圧ラインの回路図、第
1o図は既設管と新設管の芯合せ状態を示す側面図、第
11図は第12図において矢視B−Bでみた断面図、第
12図は施工用車両の引き出し状態を示す側面図である
。 2・・・坑内  3・・・既設管  10・・・レール
  11・・・配管施工用車両  12・・・新設管 
 20・・・台車  30・・・管受台(3]・・・管
受部材  35・・・スライド部材) 第2図 第4図 第5図 第6図      37 嬰 第8図 第7図 第11図
The drawings show an embodiment of the present invention; FIG. 1 is an overall side view for explaining the construction method, FIG. 2 is a plan view showing the bogie portion of a vehicle, FIG. 3 is a side view of the same, and FIG. FIG. 5 is a plan view showing the sliding member of the tube holder; FIG. 6 is a side view of the same; FIG. 7 is a side view of the construction vehicle;
Figure 8 is a sectional view taken along arrow A-A in Figure 1;
The figure is a circuit diagram of a hydraulic line showing an example of a jacking means, FIG. FIG. 12 is a side view showing the construction vehicle in a pulled-out state. 2... Underground 3... Existing pipe 10... Rail 11... Piping construction vehicle 12... New pipe
20...Dolly 30...Pipe holder (3)...Pipe holder member 35...Slide member) Fig. 2 Fig. 4 Fig. 5 Fig. 6 37 Fig. 8 Fig. 7 Fig. 11 figure

Claims (2)

【特許請求の範囲】[Claims] (1)坑内に配管された既設管の近傍まで、接続すべき
新設管を車両の管受台に乗せて運搬する管運搬工程と、
管受台を上下・水平方向に移動調節して、新設管を既設
管に芯合せする工程と、芯合せされた両管の接合部を仮
接合すると共に、新設管をサポートにより所定位置に保
持したのちに、管受台を降下させて車両を引き出し撤去
する工程と、前記両管の接合部を本接合する接合工程と
から成る坑内配管施工法。
(1) A pipe transport process in which the newly constructed pipe to be connected is transported on a pipe holder of a vehicle to the vicinity of the existing pipe installed underground;
The process involves adjusting the pipe holder vertically and horizontally to align the new pipe with the existing pipe, temporarily joining the joints of the two aligned pipes, and holding the new pipe in place with supports. After that, the underground piping construction method comprises a step of lowering the pipe holder and pulling out and removing the vehicle, and a joining step of permanently joining the joint portions of the two pipes.
(2)坑内に敷設されたレール上を走行するように構成
された台車と、管をその上に安定的に載置されるように
なっている管受台とから成り、該管受台は、前記台車に
対して上下・水平方向にジャッキ手段により移動調節可
能に搭載されていることを特徴とする配管施工用車両。
(2) Consists of a truck configured to run on rails laid underground and a pipe holder on which the pipe is stably placed, and the pipe holder is A piping construction vehicle, characterized in that the vehicle is mounted on the truck so that its movement can be adjusted vertically and horizontally by jack means.
JP62088608A 1987-04-13 1987-04-13 Underground pipe construction method and vehicle for underground pipe construction Expired - Lifetime JPH0637777B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62088608A JPH0637777B2 (en) 1987-04-13 1987-04-13 Underground pipe construction method and vehicle for underground pipe construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62088608A JPH0637777B2 (en) 1987-04-13 1987-04-13 Underground pipe construction method and vehicle for underground pipe construction

Publications (2)

Publication Number Publication Date
JPS63255424A true JPS63255424A (en) 1988-10-21
JPH0637777B2 JPH0637777B2 (en) 1994-05-18

Family

ID=13947525

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62088608A Expired - Lifetime JPH0637777B2 (en) 1987-04-13 1987-04-13 Underground pipe construction method and vehicle for underground pipe construction

Country Status (1)

Country Link
JP (1) JPH0637777B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05344621A (en) * 1992-06-09 1993-12-24 Kansai Electric Power Co Inc:The Presser unit for cable protective pipe
JPH05344622A (en) * 1992-06-09 1993-12-24 Kansai Electric Power Co Inc:The Piping method for cable protective pipe
JPH11182735A (en) * 1997-12-16 1999-07-06 Nkk Corp Piping work execution device
JP6317496B1 (en) * 2017-03-10 2018-04-25 株式会社栗本鐵工所 Temporary cradle for insertion port used in sheath and its collection method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009155809A (en) * 2007-12-25 2009-07-16 Kumagai Gumi Co Ltd Equipment and method for transporting pipe in tunnel

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS544529U (en) * 1977-06-14 1979-01-12
JPS59102019A (en) * 1982-12-02 1984-06-12 Kurimoto Iron Works Ltd Trackless piping work in tunnel

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS544529U (en) * 1977-06-14 1979-01-12
JPS59102019A (en) * 1982-12-02 1984-06-12 Kurimoto Iron Works Ltd Trackless piping work in tunnel

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05344621A (en) * 1992-06-09 1993-12-24 Kansai Electric Power Co Inc:The Presser unit for cable protective pipe
JPH05344622A (en) * 1992-06-09 1993-12-24 Kansai Electric Power Co Inc:The Piping method for cable protective pipe
JPH11182735A (en) * 1997-12-16 1999-07-06 Nkk Corp Piping work execution device
JP6317496B1 (en) * 2017-03-10 2018-04-25 株式会社栗本鐵工所 Temporary cradle for insertion port used in sheath and its collection method
JP2018150965A (en) * 2017-03-10 2018-09-27 株式会社栗本鐵工所 Temporary pedestal for spigot to be used within sheath pipe, and recovery method therefor

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