JP2003083469A - Pipe installation method and device in tunnel - Google Patents
Pipe installation method and device in tunnelInfo
- Publication number
- JP2003083469A JP2003083469A JP2001274404A JP2001274404A JP2003083469A JP 2003083469 A JP2003083469 A JP 2003083469A JP 2001274404 A JP2001274404 A JP 2001274404A JP 2001274404 A JP2001274404 A JP 2001274404A JP 2003083469 A JP2003083469 A JP 2003083469A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- installation
- shield tunnel
- pipes
- adjusting
- 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
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
(57)【要約】
【課題】容易、かつ安全に、しかも作業員が入り込む隙
間が狭かったり、あるいはなくても配管を短時間で設置
でき、施工費も低減し得る配管の設置方法およびその装
置を提供する。
【解決手段】シールドトンネル(1)内を移動自在であ
って、かつ配管(4a〜4n)を上下動可能な押し上げ
手段を有する運搬台車(6)と、この運搬台車(6)上
の配管(4a〜4n)をその内側から押し上げ支持し、
かつ押し上げ状態を調整して据付位置を調整可能な配管
支持・設置位置調整手段を有する移動自在な据付装置
(10)を用いて、シールドトンネル(1)の一端部側
から配管(4a)〜(4n)を内部に搬入し、シールド
トンネル(1)の他端部側に配置した据付装置(10)
によって配管(4a)〜(4n)を所定位置に設置する
構成とした。
(57) [Problem] To provide a pipe installation method and apparatus capable of easily and safely installing a pipe in a short time even if a gap into which an operator enters is small or not, and reducing construction cost. I will provide a. A transport vehicle (6) which is movable in a shield tunnel (1) and has a lifting means capable of moving a pipe (4a to 4n) up and down, and a pipe (6) on the transport vehicle (6). 4a to 4n) are pushed up from the inside and supported.
The pipes (4a) to (4a) to (4a) are provided from one end of the shield tunnel (1) using a movable installation apparatus (10) having a pipe support / installation position adjusting means capable of adjusting the installation position by adjusting the push-up state. 4n) is carried inside, and the installation device (10) is disposed at the other end of the shield tunnel (1).
Thus, the pipes (4a) to (4n) are arranged at predetermined positions.
Description
【0001】[0001]
【発明の属する技術分野】この発明は、トンネル内に配
管を設置する方法および配管を設置するための装置に関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for installing pipes in a tunnel and an apparatus for installing pipes.
【0002】[0002]
【従来の技術】トンネル内には、必要に応じ例えば下水
・上水や電気等を供給するための配管、あるいは二次覆
工用の配管が設けられる。2. Description of the Related Art In the tunnel, a pipe for supplying, for example, sewage / clean water, electricity, etc., or a pipe for a secondary lining is provided as needed.
【0003】この配管の設置にあたり、従来ではトンネ
ルの内径と、設置する配管の外径差が大きく隙間がある
場合、その隙間に作業員が入り、配管をワイヤーなどで
吊り上げ据付位置に調整して配管を設置している。When installing this pipe, conventionally, when there is a large gap between the inside diameter of the tunnel and the outside diameter of the pipe to be installed, a worker enters the gap and adjusts the pipe to the installation position by lifting it with a wire or the like. Piping is installed.
【0004】図4および図5は、上記した従来の配置の
設置方法を示す。4 and 5 show an installation method of the above-mentioned conventional arrangement.
【0005】トンネルの構築にあたっては、まず発進立
坑(図示せず)を構築し、この発進側立坑からシールド
マシン(図示せず)を発進させ所定の位置の到達立坑
(図示せず)に向って地山を掘削し、掘進に伴ってシー
ルドマシンの後方に順次セグメントを組込み継ぎ足して
ゆきシールドトンネル20を構築してゆく。In constructing a tunnel, first, a starting shaft (not shown) is constructed, and a shield machine (not shown) is started from this starting shaft to a reaching shaft (not shown) at a predetermined position. The ground is excavated and the shield tunnel 20 is constructed by sequentially adding segments to the rear of the shield machine along with the excavation.
【0006】このシールドトンネル20内に配管21a
〜21cを設置する場合、発進立坑から配管21a〜2
1cを搬入し、かつシールドトンネル20の所定の位置
に配管21a〜21cを運搬する。A pipe 21a is provided in the shield tunnel 20.
~ 21c is installed, piping 21a ~ 2 from the starting shaft
1c is carried in and the pipes 21a to 21c are carried to predetermined positions in the shield tunnel 20.
【0007】以下、既に設置された配管21a、2bに
対し、新たに搬入された配管21cを設置する場合を例
にとって説明する。An example will be described below in which the newly introduced pipe 21c is installed to the already installed pipes 21a and 2b.
【0008】シールドトンネル20内の底部には配管2
1cを仮置きするための仮受台22が設けられる。ま
た、シールドトンネル20内の上部には配管21cを吊
上げ、吊下すためのワイヤー23、チェンブロック24
等も設けられる。At the bottom of the shield tunnel 20, there is a pipe 2
A temporary support 22 for temporarily placing 1c is provided. Further, a pipe 21c is hung above the inside of the shield tunnel 20, a wire 23 for hanging the pipe 21c, and a chain block 24 are provided.
Etc. are also provided.
【0009】発進立坑側から、シールドトンネル20内
に運搬された配管21cは、まず、仮受台22の上に仮
置きされる。The pipe 21c transported from the starting shaft side into the shield tunnel 20 is first temporarily placed on the temporary receiving base 22.
【0010】作業員25がシールドトンネル20を構成
するセグメント20Aと配管21cとの間の隙間に入
り、ワイヤ23を配管21cの両端部に掛け、チェンブ
ロック24で配管21cを吊上げる。The worker 25 enters the gap between the segment 20A constituting the shield tunnel 20 and the pipe 21c, hangs the wire 23 on both ends of the pipe 21c, and lifts the pipe 21c by the chain block 24.
【0011】吊上げられた配管21cを、既に設置され
た配管21a、21bに連結するために所定の位置に微
調整し、配管21cを配管21bに連結して固定する。The suspended pipe 21c is finely adjusted to a predetermined position so as to be connected to the pipes 21a and 21b already installed, and the pipe 21c is connected and fixed to the pipe 21b.
【0012】以下、同様の作業を順次繰り返して配管を
継ぎ足し設置してゆく。Thereafter, the same work is repeated in sequence to add and install the pipes.
【0013】[0013]
【発明が解決しようとする課題】従来においてはこのよ
うに、作業員25がセグメント20Aと配管21cとの
間の隙間に入って作業を行うために、配管21cの振れ
や、配管21cが落下するおそれもあるなどし、非常に
危険な作業となる、という課題があった。Conventionally, since the worker 25 enters the gap between the segment 20A and the pipe 21c to perform the work, the runout of the pipe 21c and the drop of the pipe 21c drop. There is a possibility that it will be extremely dangerous work.
【0014】また、配管21cの据付位置の微調整が難
しく、設置作業に時間を要し、施工期間が長くなり、そ
れだけ施工費が増大する。Further, it is difficult to finely adjust the installation position of the pipe 21c, the installation work takes time, the construction period becomes long, and the construction cost increases accordingly.
【0015】さらに、狭い隙間での作業員25の作業
は、作業員25に苦痛をしいる。Further, the work of the worker 25 in the narrow gap causes the worker 25 to suffer.
【0016】さらにまた、セグメント20Aや配管21
cの径によっては、作業用の隙間が極めて狭いか、確保
できない場合があり、配管設置が困難となる、などの課
題があった。Furthermore, the segment 20A and the pipe 21
Depending on the diameter of c, the working gap may be extremely narrow or may not be secured, which makes it difficult to install the pipe.
【0017】本発明は上記のことに鑑み提案されたもの
で、その目的とするところは、容易、かつ安全に、しか
も作業員が入り込む隙間が狭かったり、あるいはなくて
も配管を短時間で設置でき、施工費も低減し得る配管の
設置方法およびその装置を提供することにある。The present invention has been proposed in view of the above, and an object of the present invention is to easily and safely install a pipe in a short time even if there is a narrow gap into which an operator enters, or even without a gap. An object of the present invention is to provide a pipe installation method and apparatus that can be installed and can reduce construction costs.
【0018】[0018]
【課題を解決するための手段】この発明は、シールドト
ンネル1の一端部側から配管4a〜4nを内部に搬入
し、他端部側付近まで運搬し、他端部側において、前記
配管4a〜4nをその内側から押し上げて支持し、か
つ、押し上げ状態を調整して据付位置を調整可能な手段
を有する移動自在な据付装置10を介して所定の設置位
置とし、この配管と前記シールドトンネル1との間に支
持部材を設けて配管4a〜4nを設置・固定する構成と
することにより上記目的を達成している。According to the present invention, the pipes 4a to 4n are carried in from one end side of the shield tunnel 1 and transported to the vicinity of the other end side, and at the other end side, the pipes 4a to 4n are conveyed. 4n is pushed up from the inside to be supported, and the pushing state is adjusted to a predetermined installation position through a movable installation device 10 having means for adjusting the installation position. The above object is achieved by providing a supporting member between the pipes and installing and fixing the pipes 4a to 4n.
【0019】また、配管設置にあたり、前記シールドト
ンネル1内を移動自在であって、かつ配管4a〜4nを
上下動可能な押し上げ手段を有する運搬台車6と、この
運搬台車6上の配管4a〜4nをその内側から押し上げ
支持し、かつ押し上げ状態を調整して据付位置を調整可
能な配管支持・設置位置調整手段を有する移動自在な据
付装置10を用いることに特徴を有している。Further, when installing the pipes, a carrier truck 6 that is movable in the shield tunnel 1 and has a lifting means that can move the pipes 4a-4n up and down, and the pipes 4a-4n on the carrier truck 6 are installed. It is characterized by using a movable installation device 10 which has a pipe support / installation position adjusting means capable of supporting and lifting from inside and adjusting the installation state to adjust the installation position.
【0020】また、この場合、前記押し上げ手段はシリ
ンダ8からなり、前記配管支持・設置位置調整手段はア
ーム13の前方上部に設けられた支持用ジャッキ15か
らなることを特徴としている。Further, in this case, the pushing-up means is composed of a cylinder 8, and the pipe support / installation position adjusting means is composed of a supporting jack 15 provided on an upper front part of the arm 13.
【0021】[0021]
【発明の実施の形態】この発明では、配管を据付設置可
能な移動自在な据付装置10を用いて配管を所定の位置
に設置できるようにしている。据付装置10は配管4a
〜4nの内側に突出するアーム13を有し、このアーム
13の前方上部には少なくとも一以上の支持用シリンダ
15が設けられている。この支持用シリンダ15は配管
4a〜4nを内側から持ち上げ、かつその長さは微調整
可能であり、配管4a〜4nをシールドトンネル1の内
側において所定の位置に位置決めしつつ据付けることが
できるようにしている。BEST MODE FOR CARRYING OUT THE INVENTION In the present invention, a pipe can be installed at a predetermined position by using a movable installation device 10 capable of installing and installing the pipe. The installation device 10 is a pipe 4a.
.About.4n has an arm 13 protruding inward, and at least one or more supporting cylinders 15 are provided on the front upper part of the arm 13. The supporting cylinder 15 lifts the pipes 4a to 4n from the inside, and the length thereof can be finely adjusted so that the pipes 4a to 4n can be installed while being positioned at predetermined positions inside the shield tunnel 1. I have to.
【0022】このように、据付装置10を用いることに
より、従来のように、配管4a〜4nとシールドトンネ
ル1との間の狭い空間に作業員がいちいち入らなくても
配管4a〜4nの据付作業が行えるようにしている。As described above, by using the installation device 10, the installation work of the pipes 4a to 4n is not required even if the worker does not enter the narrow space between the pipes 4a to 4n and the shield tunnel 1 as in the conventional case. I can do it.
【0023】[0023]
【実施例】図1〜図3は本発明の配管設置方法および設
置に用いられる装置等の一実施例を示す。この一実施例
は、シールドトンネルで一次覆工を完了し、二次覆工を
配管で施工する際、シールドトンネルの内径と設置する
配管の外径差が非常に小さい場合の例を示す。これらの
図のうち、図1はシールドトンネルに配管を設置する様
子を示す説明図、図2は同上の工程説明図、図3は図2
中A−A線断面図を示す。1 to 3 show an embodiment of the pipe installation method and apparatus used in the installation according to the present invention. This embodiment shows an example in which, when the primary lining is completed in the shield tunnel and the secondary lining is constructed by pipes, the difference between the inner diameter of the shield tunnel and the outer diameter of the pipe to be installed is very small. Among these drawings, FIG. 1 is an explanatory view showing a state in which piping is installed in a shield tunnel, FIG. 2 is an explanatory view of the same process as above, and FIG.
A middle AA line sectional view is shown.
【0024】これらの図中、1はシールドトンネルで、
このシールドトンネル1は図示の状態においてその右側
に特に図示しない発進立坑が構築され、そこから到達立
坑2に向って発進したシールドマシン(図示せず)の掘
進に伴ってセグメント3を組込み構築される。In these figures, 1 is a shield tunnel,
This shield tunnel 1 has a starting shaft (not shown) built on the right side in the state shown in the figure, and a segment 3 is built in as the shield machine (not shown) starts from there toward the reaching shaft 2. .
【0025】発進立坑には配管4aを吊下げるワイヤー
等の周知の搬入設備が設けられる。これらは周知技術の
ため、図示および詳細説明は省略する。Well-known carry-in equipment such as a wire for suspending the pipe 4a is provided in the starting shaft. Since these are well-known techniques, illustration and detailed description thereof are omitted.
【0026】シールドトンネル1の下部には一対のレー
ル等からなる軌条設備5が設けられ、この軌条設備5に
は走行自在な運搬台車6が設けられ、かつこの運搬台車
6には走行駆動用の運搬装置7が連結される。この運搬
装置7は駆動モータ(図示せず)や走行用の車輪7aを
備えて構成されている。At the lower part of the shield tunnel 1, there is provided a railroad equipment 5 composed of a pair of rails and the like, and a railcar 6 on which the railroad equipment 5 is freely movable is provided. The carrying device 7 is connected. The carrying device 7 is configured to include a drive motor (not shown) and wheels 7a for traveling.
【0027】運搬台車6も軌条設備5を走行するための
車輪6aを有し、かつ運搬台車6の上部には、そこに載
せられた配管4aを上下動自在な複数個の伸縮自在なシ
リンダ8が適位置に設けられている。The carrier 6 also has wheels 6a for traveling on the rail facility 5, and a plurality of telescopic cylinders 8 are mounted on the upper part of the carrier 6 so that pipes 4a placed thereon can be vertically moved. Is provided at an appropriate position.
【0028】なお、上記において運搬台車6自体に走行
用の駆動装置を設け、運搬台車6と運搬装置7とを一体
に構成し運搬台車6を自走式としても良い。In the above, the carriage 6 itself may be provided with a driving device for traveling, and the carriage 6 and the carriage 7 may be integrally formed to make the carriage 6 self-propelled.
【0029】到達立坑2の底部には架台9が設けられて
いる。この架台9上には配管4aを設置するための移動
自在な据付装置10が設けられている。A pedestal 9 is provided at the bottom of the reaching shaft 2. A movable installation device 10 for installing the pipe 4a is provided on the pedestal 9.
【0030】この据付装置10は基台11を有し、基台
11の下部には移動用のタイヤ12が設けられ、かつ基
台11の上部にはシールドトンネル1の長さ方向に伸び
る長尺部材からなる片持ちのアーム13が設けられてい
る。このアーム13上には間隔を介し固定シリンダ1
4、配管4aを内側から押し上げて支持したり、据付位
置を微調整するための伸縮自在な支持用シリンダ15が
それぞれ設けられている。支持用シリンダ15を作動さ
せた場合、固定シリンダ14はその反力受けとして用い
られる。This installation device 10 has a base 11, a moving tire 12 is provided at the bottom of the base 11, and a long length extending in the length direction of the shield tunnel 1 is provided at the top of the base 11. A cantilevered arm 13 made of a member is provided. The fixed cylinder 1 is provided on the arm 13 with a space therebetween.
4, the expandable support cylinder 15 is provided for pushing up the pipe 4a from the inside to support it and for finely adjusting the installation position. When the supporting cylinder 15 is operated, the fixed cylinder 14 is used as a reaction force receiver thereof.
【0031】なお、支持用シリンダ15はアーム13の
先端部側と、その内側に間隔を介しそれぞれ設けられて
いる。また、固定シリンダ14は、更にその内側位置で
あって基台11の先端部側上方と後端部側上方の位置に
それぞれ設けられている。The supporting cylinders 15 are provided on the distal end side of the arm 13 and on the inner side thereof with a space therebetween. Further, the fixed cylinders 14 are provided at the inner positions thereof, that is, above the front end side and above the rear end side of the base 11, respectively.
【0032】本発明の一実施例にかかる配管設置装置
は、上記のように、シールドトンネル1内を移動自在で
あって上部に配管4aが載置可能であって、かつ配管4
aを下側から押し上げ可能な押し上げ手段を有する運搬
台車6と、この運搬台車6上の配管4aを内側から押し
上げて据付けて設置する配管支持・設置位置微調整装置
を有する移動自在な据付装置10とを備えて構成されて
いる。As described above, the pipe installation apparatus according to the embodiment of the present invention is movable in the shield tunnel 1 and allows the pipe 4a to be placed on the upper portion thereof, and the pipe 4
Movable installation device 10 having a carriage 6 having a pushing-up means capable of pushing up a from below and a pipe support / installation position fine adjustment device for pushing and installing pipe 4a on this carriage 6 from the inside. And is configured.
【0033】次に、配管の設置方法について説明する。Next, a method of installing the pipe will be described.
【0034】まず、図1に示すように、シールドトンネ
ル1の内部に軌条設備5を発進立坑(図示せず)から配
管設置位置、本実施例では到達立坑2付近まで敷設す
る。First, as shown in FIG. 1, a rail facility 5 is laid inside a shield tunnel 1 from a starting shaft (not shown) to a pipe installation position, in the present embodiment, near a reaching shaft 2.
【0035】到達立坑2の架台9上に、地上側から搬入
した据付装置10を設置する。なお、据付装置10は到
達立坑2内にて組立てても良い。On the gantry 9 of the reaching shaft 2, the installation device 10 loaded from the ground side is installed. The installation device 10 may be assembled in the reaching shaft 2.
【0036】この据付装置10は、第1の配管4aを設
置し易い位置に架台9でレベル調整して設置される。こ
のレベル調整は、周知のレベル調整機構(図示せず)を
介して行われる。The installation device 10 is installed by adjusting the level of the first pipe 4a with a gantry 9 at a position where it is easy to install. This level adjustment is performed via a known level adjusting mechanism (not shown).
【0037】第1の配管4aを発進立坑(図示せず)側
から搬入し、かつ運搬台車6のシリンダ8上に乗せ、運
搬装置7を遠隔または直接運転して到達立坑2付近まで
運搬する。The first pipe 4a is loaded from the starting shaft (not shown) side, placed on the cylinder 8 of the carrier truck 6, and the carrier device 7 is operated remotely or directly to carry it to the vicinity of the reaching shaft 2.
【0038】シールドトンネル1の到達立坑2付近には
上部に支持用シリンダ15を有するアーム13の先端部
が伸びている。この場合、支持用シリンダ15は縮めて
おく。また、第1の配管4aは支持用シリンダ15とぶ
つからない位置まで運搬台車6のシリンダ8で押し上
げ、運搬装置7で配管設置位置まで移動する。第1の配
管4aを到達立坑2付近まで移動させると、支持用シリ
ンダ15は配管4aの内側に位置する。In the vicinity of the reaching shaft 2 of the shield tunnel 1, the tip of an arm 13 having a supporting cylinder 15 at its upper portion extends. In this case, the support cylinder 15 is contracted. Further, the first pipe 4a is pushed up by the cylinder 8 of the carrier truck 6 to a position where it does not collide with the supporting cylinder 15, and is moved to the pipe installation position by the carrier device 7. When the first pipe 4a is moved to the vicinity of the reaching shaft 2, the supporting cylinder 15 is located inside the pipe 4a.
【0039】次に据付装置10の支持用シリンダ15を
伸ばし配管4aを内側から上方に押し上げる。一方、運
搬台車6側のシリンダ8は縮め、配管4aから引き離
す。Next, the supporting cylinder 15 of the installation apparatus 10 is extended and the pipe 4a is pushed upward from the inside. On the other hand, the cylinder 8 on the side of the carriage 6 is contracted and separated from the pipe 4a.
【0040】据付装置10の支持用シリンダ15の長さ
を調節し、セグメント3の内側の据付位置の所定のレベ
ルに第1の配管4aを設定する。また、据付ける水平位
置は運搬台車6を移動させ所定の位置とする。The length of the supporting cylinder 15 of the installation device 10 is adjusted, and the first pipe 4a is set at a predetermined level of the installation position inside the segment 3. Further, the horizontal position for installation is set to a predetermined position by moving the carrier truck 6.
【0041】第1の配管4aを所定の据付位置に設定し
たら、図2、図3に示すように、固定金物16のような
支持部材を配管4aとセグメント3との間に設け、固定
金物16の場合その接合部分を熔接して固定する。これ
らの熔接作業等は作業員によって行われる。また、固定
金物16は配管4a−セグメント3間に適間隔でもって
複数設けられる。図3の例では上下左右に固定金物16
を設けた例を示す。After the first pipe 4a is set at a predetermined installation position, a supporting member such as a fixed metal fitting 16 is provided between the pipe 4a and the segment 3 to fix the fixed metal fitting 16 as shown in FIGS. In the case of, the joint is welded and fixed. These welding operations and the like are performed by workers. A plurality of fixed hardware 16 are provided between the pipe 4a and the segment 3 at appropriate intervals. In the example of FIG. 3, the fixed hardware 16
An example in which is provided is shown.
【0042】固定終了後、支持用シリンダ15を縮め第
1の配管4aの内面から離し、据付装置10を次の第2
の配管4bを据付可能な位置まで移動させる。After the fixing is completed, the supporting cylinder 15 is contracted and separated from the inner surface of the first pipe 4a, and the installation device 10 is moved to the next second
The pipe 4b of is moved to a position where it can be installed.
【0043】次の第2の配管4bを前述の手順で、既に
設置された第1の配管4a付近まで運搬する。The next second pipe 4b is transported to the vicinity of the already installed first pipe 4a by the procedure described above.
【0044】この場合、第2の配管4bを支持用シリン
ダ15の支障とならない位置まで運搬台車6のシリンダ
8で押し上げ、運搬台車6を移動させ配管設置位置にセ
ッティングする。このとき支持用シリンダ15は縮めて
おく。In this case, the second pipe 4b is pushed up by the cylinder 8 of the carrier truck 6 to a position where it does not interfere with the supporting cylinder 15, and the carrier truck 6 is moved and set at the pipe installation position. At this time, the supporting cylinder 15 is contracted.
【0045】据付装置10の支持用シリンダ15を伸ば
し第2の配管4bを吊上げて支持する。The supporting cylinder 15 of the installation apparatus 10 is extended to lift and support the second pipe 4b.
【0046】運搬台車6のシリンダ8を縮め第2の配管
4bから引き離す。The cylinder 8 of the carriage 6 is contracted and separated from the second pipe 4b.
【0047】据付装置10の支持用シリンダ15を縮め
セグメント3の径方向における第2の配管4bの設置位
置を微調整し、所定のレベルに設定し、運搬台車6を移
動させ、第2の配管4bを所定の位置に移動させる。The support cylinder 15 of the installation device 10 is contracted to finely adjust the installation position of the second pipe 4b in the radial direction of the segment 3 and set to a predetermined level, and the carriage 6 is moved to move the second pipe. 4b is moved to a predetermined position.
【0048】このとき第2の配管4bの発進立坑側外周
面には設置金物17を予め固定し、この設置金物17に
第2の配管4bを載せ、据付時間の短縮を行い、第1の
配管4aと次の第2の配管4bとを固定する。At this time, the installation hardware 17 is preliminarily fixed to the outer peripheral surface of the second pipe 4b on the side of the starting shaft, and the second pipe 4b is placed on the installation hardware 17 to shorten the installation time. 4a and the next second pipe 4b are fixed.
【0049】なお、第1、第2の配管4a、4bを据付
設置する過程で、更に次の配管設置に支障のない範囲の
軌条設備5を撤去する。In the process of installing and installing the first and second pipes 4a and 4b, the rail equipment 5 is removed within a range that does not hinder the installation of the next pipe.
【0050】到達立坑2側に妻型枠18と発進立坑側に
妻型枠18’を設置し、セグメント3と第1、第2の配
管4a、4bとの隙間に充填材を充填する。A gable form 18 is installed on the side of the reaching shaft 2 and a grate form 18 'is installed on the side of the starting shaft, and a filler is filled in the gap between the segment 3 and the first and second pipes 4a and 4b.
【0051】以下、同様の手順を繰り返し、第3の配管
4c、第nの配管を順次据付・設置・充填材を充填して
ゆく。Thereafter, the same procedure is repeated, and the third pipe 4c and the n-th pipe are sequentially installed / installed / filled with a filling material.
【0052】なお、第3の配管4c等の押し上げの反力
を据付装置10に設けた固定シリンダ14により上方の
反力を、据付装置10に設けたタイヤ12により下方の
反力を既設の第1、第2の配管4a、4b等で受けるこ
とができる。It should be noted that the reaction force of pushing up the third pipe 4c or the like is an upper reaction force by the fixed cylinder 14 provided in the installation device 10, and the lower reaction force is an existing reaction force by the tire 12 provided in the installation device 10. It can be received by the first and second pipes 4a, 4b and the like.
【0053】なお、上記の実施例では、シールドトンネ
ル1の内径と設置する配管の外径差が小さい場合を例に
とって説明したが、外径差が大きい場合についても同様
に実施し得る。In the above embodiment, the case where the difference in the inner diameter of the shield tunnel 1 and the outer diameter of the pipe to be installed is small has been described as an example.
【0054】また、第1〜第3の配管4a〜4cは発進
立坑側から搬入し、据付装置10は到達立坑2側に配置
した例について説明したが、逆にしても施工は可能であ
る。Further, an example in which the first to third pipes 4a to 4c are carried in from the starting vertical shaft side and the installation device 10 is arranged on the reaching vertical shaft 2 side has been described, but the construction can be carried out by reversing.
【0055】[0055]
【発明の効果】以上のように本発明によれば、到達立坑
側2側に配管4a〜4nを押し上げ可能であって設置位
置を微調整可能な支持・微調整装置を有する据付装置1
0を移動自在に設け、この装置10を介し発進立坑側か
ら運搬されてきた配管4a〜4nを順次所定位置に据付
・設置するようにしたため、シールドトンネル1と配管
4a〜4nとの間の狭い空間に作業員が入らなくても作
業ができ、容易、かつ安全に作業を行うことができる。As described above, according to the present invention, the installation device 1 having the support / fine adjustment device capable of pushing up the pipes 4a to 4n to the reaching shaft 2 side and finely adjusting the installation position is possible.
0 is movably provided and the pipes 4a to 4n transported from the starting shaft through this device 10 are sequentially installed and installed at predetermined positions. Therefore, the shield tunnel 1 and the pipes 4a to 4n are narrow. Work can be performed easily and safely without the need for a worker to enter the space.
【0056】また、配管4a〜4nの微調整が容易とな
り、配管4a〜4nの設置作業を短時間で施工可能とな
るため、施工時間が短縮し、施工費を低減し得る。Further, the fine adjustment of the pipes 4a to 4n becomes easy and the installation work of the pipes 4a to 4n can be carried out in a short time, so that the construction time can be shortened and the construction cost can be reduced.
【図1】本発明の一実施例にかかる設置方法および配管
設置装置の説明図を示す。FIG. 1 is an explanatory view of an installation method and a pipe installation device according to an embodiment of the present invention.
【図2】同配管設置工程の説明図を示す。FIG. 2 shows an explanatory view of the same pipe installation process.
【図3】図2中A−A線断面図を示す。FIG. 3 is a sectional view taken along line AA in FIG.
【図4】従来例の説明図。FIG. 4 is an explanatory diagram of a conventional example.
【図5】図4中B−B線断面図を示す。5 is a sectional view taken along line BB in FIG.
1 シールドトンネル 2 到達立坑 3 セグメント 4a、4b、4c 第1〜第3の配管 5 軌条設備 6 運搬台車 6a 車輪 7 運搬装置 7a 車輪 8 シリンダ 9 架台 10 据付装置 11 基台 12 タイヤ 13 アーム 14 固定シリンダ 15 支持用シリンダ 16 固定金物 17 設置金物 18、18’ 妻型枠 1 shield tunnel 2 reaching shaft 3 segments 4a, 4b, 4c First to third piping 5 railroad equipment 6 carrier 6a wheels 7 Carrier 7a wheels 8 cylinders 9 mounts 10 Installation device 11 bases 12 tires 13 arms 14 Fixed cylinder 15 Supporting cylinder 16 Fixed hardware 17 Installation hardware 18,18 'wife formwork
Claims (3)
配管(4a〜4n)を内部に搬入し、他端部側付近まで
運搬し、 他端部側において、前記配管(4a〜4n)をその内側
から押し上げて支持し、かつ、押し上げ状態を調整して
据付位置を調整可能な手段を有する移動自在な据付装置
(10)を介して所定の設置位置とし、 この配管と前記シールドトンネル(1)との間に支持部
材を設けて配管(4a〜4n)を設置・固定することを
特徴とするトンネル内への配管設置方法。1. The pipes (4a-4n) are carried in from one end side of the shield tunnel (1) and transported to the vicinity of the other end side, and at the other end side, the pipes (4a-4n) are connected. The pipe and the shield tunnel (1) are set to a predetermined installation position through a movable installation device (10) that has means for adjusting the installation position by adjusting the installation position by pushing up and supporting it from the inside. ), And a pipe (4a-4n) is installed and fixed by providing a supporting member between the pipe and the pipe.
あって、かつ配管(4a〜4n)を上下動可能な押し上
げ手段を有する運搬台車(6)と、 この運搬台車(6)上の配管(4a〜4n)をその内側
から押し上げ支持し、かつ押し上げ状態を調整して据付
位置を調整可能な配管支持・設置位置調整手段を有する
移動自在な据付装置(10)と、 を備えてなることを特徴とするシールドトンネル内の配
管設置装置。2. A carrier truck (6) movable in the shield tunnel (1) and having a lifting means capable of vertically moving the pipes (4a-4n), and a pipe on the carrier truck (6). (4a to 4n) is pushed up and supported from the inside thereof, and a movable installation device (10) having a pipe support / installation position adjusting means capable of adjusting the installation state by adjusting the pushed up state, and. A pipe installation device inside a shield tunnel.
上げ手段はシリンダ8からなり、前記配管支持・設置位
置調整手段はアーム(13)の前方上部に設けられた支
持用ジャッキ(15)からなることを特徴とするシール
ドトンネル内の配管設置装置。3. The push-up means comprises a cylinder 8 and the pipe supporting / installing position adjusting means comprises a supporting jack (15) provided at an upper front portion of the arm (13). This is a pipe installation device in a shield tunnel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001274404A JP4804676B2 (en) | 2001-09-11 | 2001-09-11 | Piping installation method and apparatus in tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001274404A JP4804676B2 (en) | 2001-09-11 | 2001-09-11 | Piping installation method and apparatus in tunnel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2003083469A true JP2003083469A (en) | 2003-03-19 |
| JP4804676B2 JP4804676B2 (en) | 2011-11-02 |
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ID=19099435
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001274404A Expired - Fee Related JP4804676B2 (en) | 2001-09-11 | 2001-09-11 | Piping installation method and apparatus in tunnel |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014009734A (en) * | 2012-06-28 | 2014-01-20 | Takasago Thermal Eng Co Ltd | How to replace piping |
| CN115419431A (en) * | 2022-09-20 | 2022-12-02 | 中铁二十局集团南方工程有限公司 | Duct piece removing method and duct piece removing equipment |
| CN117090996A (en) * | 2023-10-19 | 2023-11-21 | 中铁三局集团广东建设工程有限公司 | Subway interval pipeline laying device and method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06247208A (en) * | 1993-02-26 | 1994-09-06 | Kubota Corp | Pipe transport dolly |
| JPH11270746A (en) * | 1998-03-23 | 1999-10-05 | Nishimatsu Constr Co Ltd | Pipe laying equipment |
-
2001
- 2001-09-11 JP JP2001274404A patent/JP4804676B2/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06247208A (en) * | 1993-02-26 | 1994-09-06 | Kubota Corp | Pipe transport dolly |
| JPH11270746A (en) * | 1998-03-23 | 1999-10-05 | Nishimatsu Constr Co Ltd | Pipe laying equipment |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014009734A (en) * | 2012-06-28 | 2014-01-20 | Takasago Thermal Eng Co Ltd | How to replace piping |
| CN115419431A (en) * | 2022-09-20 | 2022-12-02 | 中铁二十局集团南方工程有限公司 | Duct piece removing method and duct piece removing equipment |
| CN117090996A (en) * | 2023-10-19 | 2023-11-21 | 中铁三局集团广东建设工程有限公司 | Subway interval pipeline laying device and method |
| CN117090996B (en) * | 2023-10-19 | 2024-03-19 | 中铁三局集团广东建设工程有限公司 | Subway interval pipeline laying device and method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP4804676B2 (en) | 2011-11-02 |
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