JP2008190221A - Traverse facility in start shaft - Google Patents

Traverse facility in start shaft Download PDF

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JP2008190221A
JP2008190221A JP2007026014A JP2007026014A JP2008190221A JP 2008190221 A JP2008190221 A JP 2008190221A JP 2007026014 A JP2007026014 A JP 2007026014A JP 2007026014 A JP2007026014 A JP 2007026014A JP 2008190221 A JP2008190221 A JP 2008190221A
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propulsion
carriage
laterally
traverser
lateral movement
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JP4859697B2 (en
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Jiyunjiro Takahashi
淳二郎 高橋
Mitsuyoshi Sakakibara
光義 榊原
Masaya Konuma
昌弥 小沼
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Okumura Corp
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Okumura Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a traverse facility in a start shaft which traverse facility is of a simple structure, and allows a shield propulsion machine to traverse smoothly from a traverse section to a propulsion section to be situated easily on a planed route. <P>SOLUTION: The traverse facility is used to cause the shield propulsion machine 10 to traverse from the traverse section 52 adjacent to the propulsion section 51 on the planed route L of a tunnel to the propulsion section 51 to sit on the planed route L. A front traverser unit 15 and a rear traverser unit 16 are disposed across a central transverser unit 14, which mainly causes a propulsion pipe 11 to transverse, to be adjacent in a propulsion direction X to the central transverser unit 14 at its front and rear. The central transverser unit 14, the front traverser unit 15, and the rear traverser unit 16 are composed of guide tracks 14a, 15a and 16a that perpendicularly cross the propulsion direction X to be laid over the propulsion section 51 and the traverse section 52, and traversing trucks 14b, 15b and 16b that move along the guide tracks 14a, 15a and 16a, respectively. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、トンネルの計画路線上の発進部に隣接して設けた横引き部から発進部にシールド推進機及び推進管を横移動させて計画路線上に設置する際に使用する、発進立坑における横移動設備、該横移動設備を用いた泥土圧式シールド推進機の設置方法、及び推進工法に関する。   The present invention relates to a start shaft used when a shield propulsion unit and a propelling pipe are laterally moved from a lateral pulling portion provided adjacent to a starting portion on a planned route of a tunnel to a starting portion and installed on the planned route. The present invention relates to a lateral movement facility, a method for installing a mud pressure shield propulsion machine using the lateral displacement facility, and a propulsion method.

シールド推進機の後方から順次推進管を継ぎ足ながら、シールド推進機及び推進管を地中に推し込むことにより、地中に連接配置された多数の推進管からなるトンネルを形成する推進工法においては、例えば車両の通行を確保したまま道路の直下部分にトンネルを形成する場合、計画路線上に発進立坑の開口部を設けることができない。このようなことから、図1に示すように、例えば計画路線L上に位置する発進立坑50の発進部51の直上部分を、縦横に敷き並べた多数の覆工板53で覆って車両の通行を可能にすると共に、発進部51に隣接して道路から外れた位置に横引き部52を設け、横引き部52の上方を開口部として、この横引き部52の開口部を介して推進管11やその他の資機材を発進立坑50に搬入できるようにする工夫がなされている。   In the propulsion method that forms a tunnel consisting of a number of propulsion pipes connected in the ground by pushing the shield propulsion machine and the propulsion pipes into the ground while sequentially connecting the propulsion pipes from the rear of the shield propulsion machine For example, when a tunnel is formed in a portion directly under the road while ensuring traffic of the vehicle, it is not possible to provide an opening for the start shaft on the planned route. For this reason, as shown in FIG. 1, for example, the portion directly above the start portion 51 of the start shaft 50 located on the planned route L is covered with a large number of lining plates 53 arranged vertically and horizontally to allow the vehicle to pass. The lateral pulling portion 52 is provided at a position off the road adjacent to the starting portion 51, and the upper portion of the lateral pulling portion 52 serves as an opening, and the propulsion pipe is passed through the opening of the lateral pulling portion 52. 11 and other equipment have been devised so that they can be carried into the start shaft 50.

また、横引き部52の開口部を介して、クレーン等の揚重機を用いて発進立坑50に搬入した推進管11等は、計画路線L上の発進部51に横移動させてから地中に押し込むことが必要である。このため、横引き部52から発進部51に推進管11等を効率良く横移動させるための技術が種々提案されている(例えば、特許文献1参照)。
特開2002−4779号公報
Further, the propulsion pipe 11 and the like carried into the start shaft 50 using a crane or other lifting machine is moved laterally to the start portion 51 on the planned route L through the opening of the horizontal pulling portion 52 and then into the ground. It is necessary to push in. For this reason, various techniques for efficiently laterally moving the propulsion pipe 11 and the like from the lateral pulling portion 52 to the starting portion 51 have been proposed (see, for example, Patent Document 1).
JP 2002-4779 A

一方、発進立坑には、シールド推進機も搬入してトンネルの計画路線上に設置する必要がある。シールド推進機は、例えば60t程度の重さの重量物であり、推進管(例えば15t程度)の重量や大きさと比較しても相当の重量や大きさ有していることから、発進立坑の内部で、横引き部から発進部に横移動させることは困難である。すなわち、地上に設置したクレーン等の揚重機を用いて、横引き部においてシールド推進機を組み立てた後に、発進部に横移動させる場合、例えば、発進立坑の底部に鉄板を敷き詰めて摩擦抵抗を減少させて状態とし、引張り力の大きな多数のウィンチを用いて引っ張って移動させる方法等、発進立坑の内部に大掛かりな移動設備が必要になると共に、多くの手間と労力を要することになる。   On the other hand, it is necessary to carry a shield propulsion machine to the start shaft and install it on the planned route of the tunnel. The shield propulsion machine is a heavy object having a weight of about 60 t, for example, and has a considerable weight and size compared to the weight and size of the propulsion pipe (for example, about 15 t). Therefore, it is difficult to move from the lateral pulling portion to the starting portion. That is, when assembling the shield propulsion unit in the horizontal pulling unit using a crane or other heavy lifting machine installed on the ground, when moving it to the starting unit, for example, laying an iron plate at the bottom of the starting shaft reduces friction resistance In this state, a large moving facility is required inside the start shaft such as a method of pulling and moving using a large number of winches having a large tensile force, and a lot of labor and labor are required.

また、シールド推進機を複数のパーツに分割した状態で発進立坑の横引き部に搬入し、各パーツを各々横移動させた後に、発進部で組み立てる方法も考えられるが、発進立坑の発進部では、地上に設置したクレーン等の揚重機を用いることができないばかりか、狭い空間であるため、組み立て作業を行うことは困難である。特に、シールド推進機が、スクリュウコンベアを用いて切羽からの排土を行う泥土圧式シールド推進機である場合、スクリュウコンベアは長尺ものであることから、組み立て作業がより一層困難になる。   In addition, the shield propulsion machine can be divided into multiple parts and loaded into the horizontal section of the start shaft, and each part can be moved laterally and then assembled at the start section. In addition to being unable to use a lifting machine such as a crane installed on the ground, it is difficult to perform assembly work because of its narrow space. In particular, when the shield propulsion device is a mud pressure shield propulsion device that discharges soil from the face using a screw conveyor, the screw conveyor is long, so that the assembly work becomes even more difficult.

さらに、推進工法では、計画路線上のシールド推進機の後方に、反力壁から反力をとって伸張することによりシールド推進機を推進させる多段ジャッキ等の推進ジャッキを設置する必要があるが、推進ジャッキもまた、例えば30t程度の相当の重量を有していることから、このような推進ジャッキを横引き部から発進部に横移動させる作業も、発進立坑の内部に大掛かりな移動設備が必要になると共に、多くの手間と労力を要することになる。   Furthermore, in the propulsion method, it is necessary to install a propulsion jack such as a multistage jack that propels the shield propulsion device by extending the reaction force from the reaction wall behind the shield propulsion device on the planned route. The propulsion jack also has a considerable weight of, for example, about 30 tons, so that the operation of moving the propulsion jack from the lateral pulling portion to the starting portion requires a large moving facility inside the starting shaft. As a result, it takes a lot of labor and labor.

本発明は、このような技術的課題に着目してなされたものであり、発進部に隣接して横引き部が設けられた発進立坑において、簡易な構成によって、横引き部から発進部にシールド推進機や推進管等をスムーズに横移動させて、多くの手間や労力を要することなく計画路線上に容易に設置することを可能にする発進立坑における横移動設備、該横移動設備を用いた泥土圧式シールド推進機の計画路線上への設置方法、及び推進工法を提供することを目的とする。   The present invention has been made paying attention to such a technical problem, and in a start shaft provided with a laterally extending portion adjacent to the starting portion, a shield is provided from the laterally extending portion to the starting portion with a simple configuration. A lateral movement facility in a start shaft that allows smooth movement of a propulsion machine, a propulsion pipe, etc., and can be easily installed on a planned route without requiring a lot of labor and labor. The purpose is to provide a method for installing a mud pressure shield propulsion machine on the planned route and a propulsion method.

本発明は、トンネルの計画路線上の発進部に隣接して設けた横引き部から前記発進部にシールド推進機及び推進管を横移動させて、該シールド推進機及び推進管を前記計画路線上に設置する際に使用する発進立坑における横移動設備であって、主として前記推進管を横移動させる中央トラバーサ装置を挟んだ推進方向の前方及び後方に隣接して、前方トラバーサ装置及び後方トラバーサ装置が設けられている発進立坑における横移動設備を提供することにより、上記目的を達成したものである。   According to the present invention, a shield propulsion unit and a propulsion pipe are moved laterally from a lateral pulling unit provided adjacent to a start unit on a planned route of a tunnel to the start unit, and the shield propulsion unit and the propulsion tube are placed on the planned route. Is a lateral movement facility in a starting shaft used for installation in a front traverser device and a rear traverser device adjacent to the front and rear in the propulsion direction mainly sandwiching the central traverser device for laterally moving the propulsion pipe. The above object is achieved by providing a lateral movement facility in the starting shaft provided.

そして、本発明の発進立坑における横移動設備では、前記中央トラバーサ装置、前記前方トラバーサ装置、及び前記後方トラバーサ装置は、前記推進方向と垂直又は略垂直な方向に交差して、前記発進部と前記横引き部に亘って敷設される案内軌道と、該案内軌道に沿って移動する横移動台車とからなることが好ましい。   And in the lateral movement equipment in the start shaft of the present invention, the central traverser device, the front traverser device, and the rear traverser device cross in a direction perpendicular or substantially perpendicular to the propulsion direction, and It is preferable that the vehicle comprises a guide track laid over the horizontal pulling portion and a laterally moving carriage that moves along the guide track.

また、本発明の発進立坑における横移動設備では、前記中央トラバーサ装置の横移動台車は、少なくとも前記前方トラバーサ装置の横移動台車と推進方向に連結可能となっていることが好ましい。   In the lateral movement facility in the start shaft of the present invention, it is preferable that the lateral movement carriage of the central traverser device can be connected to at least the lateral movement carriage of the front traverser apparatus in the propulsion direction.

さらに、本発明の発進立坑における横移動設備では、前記シールド推進機は、泥土圧式シールド推進機であることが好ましい。   Furthermore, in the lateral movement facility in the start shaft of the present invention, the shield propulsion device is preferably a mud pressure shield propulsion device.

また、本発明は、上記発進立坑における横移動設備を用いた泥土圧式シールド推進機の計画路線上への設置方法であって、前記中央トラバーサ装置の横移動台車及び前記前方トラバーサ装置の横移動台車を、前記横引き部に配置して推進方向に連結すると共に、該連結した横移動台車の上で、前記泥土圧式シールド推進機のカッター部及び本体部を一体として組み立てた後、前記連結した横移動台車において推進方向前方に縦移動させる工程と、縦移動した前記カッター部及び本体部の後方に、スクリュウコンベアを前記連結した横移動台車の上で組み立てる工程と、前記連結した横移動台車を一体として前記横引き部から前記発進部に横移動して、組み立てた前記泥土圧式シールド推進機を前記トンネルの計画路線上に配置すると共に、前記連結した横移動台車において推進方向前方に縦移動させて発進坑口部と対向するように据え付ける工程と、前記横引き部に配置した前記後方トラバーサ装置の横移動台車に押し輪を載せ、該横移動台車を前記発進部に横移動した後に、前記押し輪を推進方向前方に縦移動させて前記中央トラバーサ装置の横移動台車の上に仮置きする工程と、前記後方トラバーサ装置の横移動台車を前記横引き部に横移動して、該横移動台車の上で多段ジャッキを組み立てる工程と、前記後方トラバーサ装置の横移動台車を前記発進部に横移動して、組み立てた前記多段ジャッキを前記トンネルの計画路線上に配置すると共に、推進方向後方に縦移動させて反力壁と対向するように据え付ける工程と、前記発進部において、前記中央トラバーサ装置の横移動台車の上に仮置きした前記押し輪を推進方向後方に縦移動させて、前記後方トラバーサ装置の横移動台車の上に設置された前記多段ジャッキと接続する工程とを含む泥土圧式シールド推進機の計画路線上への設置方法を提供することにより、上記目的を達成したものである。   The present invention is also a method for installing a mud pressure shield propulsion machine using a lateral movement facility in the start shaft on a planned route, wherein the central traverser apparatus is a lateral movement carriage and the front traverser apparatus is a lateral movement carriage. Are arranged in the lateral pulling portion and connected in the propulsion direction, and the cutter portion and the main body portion of the mud pressure shield propulsion unit are assembled together on the connected laterally moving carriage, and then the connected lateral portions are assembled. The step of vertically moving the moving carriage forward in the propulsion direction, the step of assembling a screw conveyor on the connected horizontal moving carriage behind the vertically moved cutter part and main body part, and the connected horizontal moving carriage are integrated. As a result, the assembled mud pressure shield propulsion machine is disposed on the planned route of the tunnel, In the connected laterally moving carriage, vertically moving forward in the propulsion direction and installing it so as to face the starting pit, and a lateral wheel is mounted on the laterally moving carriage of the rear traverser device arranged in the laterally extending part. After laterally moving the carriage to the starting portion, the step of moving the push wheel longitudinally forward in the propulsion direction and temporarily placing it on the lateral movement carriage of the central traverser device; and the laterally moving carriage of the rear traverser device A step of assembling a multistage jack on the laterally moving carriage by laterally moving to the lateral pulling section; and a lateral movement of the laterally movable carriage of the rear traverser device to the starting section, and assembling the assembled multistage jack of the tunnel A step of placing the vehicle on the planned route and vertically moving it backward in the propulsion direction so as to face the reaction force wall; A mud pressure shield propulsion machine including a step of longitudinally moving the push wheel temporarily placed on a vehicle in a propulsion direction rearward direction and connecting to the multistage jack installed on a laterally movable carriage of the rear traverser device. The above objective has been achieved by providing an installation method on the planned route.

さらに、本発明は、上記泥土圧式シールド推進機の計画路線上への設置方法により前記泥土圧式シールド推進機を前記計画路線上へ設置して地中に推進させた後に、前記前方トラバーサ装置の横移動台車及び前記後方トラバーサ装置の横移動台車を前記発進部に配置したまま、前記中央トラバーサ装置の横移動台車を前記横引き部と前記発進部との間で往復移動させつつ、前記推進管を前記横引き部から前記発進部における前記多段ジャッキ及び前記押し輪の前方に順次供給しながら、前記推進管を推進する工程を含む推進工法を提供することにより、上記目的を達成したものである。   Further, the present invention provides a method for installing the mud pressure shield propulsion unit on the planned route, and after the mud pressure type shield propulsion device is installed on the planned route and propelled in the ground, While the movable carriage and the laterally movable carriage of the rear traverser device are arranged at the starter, the laterally movable carriage of the central traverser is reciprocated between the laterally retracting part and the starter, and the propulsion pipe is The above object is achieved by providing a propulsion method including a step of propelling the propulsion pipe while sequentially supplying the horizontal pulling portion to the front of the multistage jack and the push wheel in the starting portion.

本発明の発進立坑における横移動設備、該横移動設備を用いた泥土圧式シールド推進機の計画路線上への設置方法、又は推進工法によれば、発進部に隣接して横引き部が設けられた発進立坑において、簡易な構成によって、横引き部から発進部にシールド推進機や推進管等をスムーズに横移動させて、多くの手間や労力を要することなく計画路線上に容易に設置することができる。   According to the lateral movement equipment in the start shaft of the present invention, the method for installing the mud pressure shield propulsion machine using the lateral movement equipment on the planned route, or the propulsion method, the lateral pulling section is provided adjacent to the starting section. With a simple structure, the shield propulsion machine and the propulsion pipe can be smoothly moved from the horizontal pulling part to the starting part, and installed easily on the planned route without much labor and labor. Can do.

本発明の好ましい一実施形態に係る発進立坑における横移動設備は、シールド推進機の後方から順次推進管を継ぎ足ながら、シールド推進機及び推進管を地中に推し込むことにより、地中に連接配置された多数の推進管からなるトンネルを形成する推進工法として、例えば泥土圧式シールド推進機10(図4〜図7参照)を用いた推進工法において、図1に示すように、発進立坑50の横引き部52にクレーン等の揚重機を用いて搬入した泥土圧式シールド推進機10等を、発進部51側に横移動させ、計画路線L上に配置して地中に推進させると共に、泥土圧式シールド推進機10を地中に推進させた後は、発進立坑50の横引き部52にクレーン等の揚重機を用いて搬入した推進管11(図3、図8参照)を、発進部51側に横移動させ、計画路線L上の多段ジャッキ12及び押し輪13(図8参照)の前方に順次供給するための設備として用いられる。   A lateral movement facility in a starting shaft according to a preferred embodiment of the present invention is connected to the ground by pushing the shield propulsion unit and the propulsion pipe into the ground while sequentially adding the propulsion pipe from the rear of the shield propulsion unit. As a propulsion method for forming a tunnel composed of a large number of arranged propulsion pipes, for example, in a propulsion method using a mud pressure shield propulsion machine 10 (see FIGS. 4 to 7), as shown in FIG. The mud pressure shield propulsion machine 10 or the like carried into the horizontal pulling unit 52 using a crane or the like is moved laterally to the start unit 51 side and disposed on the planned route L to be propelled into the ground. After propelling the shield propulsion machine 10 into the ground, the propulsion pipe 11 (see FIGS. 3 and 8) carried into the horizontal pulling part 52 of the starting shaft 50 using a crane or the like is placed on the starting part 51 side. Move sideways to Planning multistage jack 12 and the push ring 13 on the line L is used as a facility for sequentially fed to the front (see FIG. 8).

すなわち、本実施形態では、推進工法によるトンネルは、例えば車両の通行を確保したまま道路の直下部分に形成されるものであり、泥土圧式シールド推進機10の発進立坑50は、計画路線L上に機材や資材を搬入するための開口部を設けることができない。したがって、図1に示すように、例えば発進立坑50の計画路線L上に位置する発進部51の直上部分を多数の覆工板53で覆って車両の通行を可能にすると共に、発進部51に隣接して道路から外れた位置に横引き部52を設け、横引き部52の上方を開口部として、この横引き部52の開口部を介して推進管11やその他の資機材を発進立坑50に搬入できるようなっている。本実施形態の横移動設備は、横引き部52の開口部から搬入された泥土圧式シールド推進機10や、多段ジャッキ12、押し輪13、推進管11等を、簡易な構成によってスムーズに横移動させ、多くの手間や労力を要することなく計画路線上Lに容易に設置できるようにするために採用されたものである。   That is, in this embodiment, the tunnel by the propulsion method is formed, for example, in a portion immediately below the road while ensuring the passage of vehicles, and the start shaft 50 of the mud pressure shield propulsion machine 10 is on the planned route L. An opening for carrying equipment and materials cannot be provided. Accordingly, as shown in FIG. 1, for example, a portion directly above the start portion 51 located on the planned route L of the start shaft 50 is covered with a large number of lining plates 53 to allow the vehicle to pass and A horizontal pulling part 52 is provided at a position adjacent to the road, and the upper side of the horizontal pulling part 52 is used as an opening, and the propulsion pipe 11 and other materials and equipment are started up through the opening of the horizontal pulling part 52. Can be brought in. The lateral movement equipment of this embodiment smoothly moves the mud pressure shield propulsion machine 10, the multistage jack 12, the push wheel 13, the propulsion pipe 11 and the like carried in from the opening of the horizontal pulling part 52 with a simple configuration. It is adopted so that it can be easily installed on the planned route L without requiring much labor and labor.

そして、本実施形態の発進立坑50における横移動設備は、図2(a)〜(c)に示すように、トンネルの計画路線L上の発進部51に隣接して設けた横引き部52から発進部51に泥土圧式シールド推進機10及び推進管11を横移動させて、これらの泥土圧式シールド推進機10及び推進管11を計画路線L上に設置する際に使用する横移動用の設備であって、主として推進管11(図3、図8参照)を横移動させる中央トラバーサ装置14を挟んだ推進方向Xの前方及び後方に隣接して、前方トラバーサ装置15及び後方トラバーサ装置16が設けられている。   And the lateral movement equipment in the start shaft 50 of this embodiment is as shown in FIGS. 2 (a) to 2 (c) from a horizontal pulling portion 52 provided adjacent to the starting portion 51 on the planned route L of the tunnel. It is a facility for lateral movement that is used when the mud pressure shield propulsion unit 10 and the propulsion pipe 11 are moved laterally to the starter 51 and the mud pressure type shield propulsion unit 10 and the propulsion pipe 11 are installed on the planned route L. The front traverser device 15 and the rear traverser device 16 are provided adjacent to the front and rear in the propulsion direction X with the central traverser device 14 that mainly moves the propulsion pipe 11 (see FIGS. 3 and 8) interposed therebetween. ing.

また、本実施形態では、中央トラバーサ装置14、前方トラバーサ装置15、及び後方トラバーサ装置16は、推進方向Xと垂直又は略垂直な方向に交差して、発進部51と横引き部52に亘って敷設される案内軌道14a,15a,16aと、これらの案内軌道14a,15a,16aに沿って移動する横移動台車14b,15b,16bとによって構成されている。   In the present embodiment, the central traverser device 14, the front traverser device 15, and the rear traverser device 16 intersect the propulsion direction X in a direction perpendicular or substantially perpendicular to the starting portion 51 and the lateral pulling portion 52. It is constituted by guide tracks 14a, 15a, 16a to be laid and laterally moving carriages 14b, 15b, 16b that move along these guide tracks 14a, 15a, 16a.

本実施形態では、発進立坑50は、図1及び図2に示すように、一般の立坑と同様に、シートパイル54によって周囲を囲うと共に、当該シートパイル54及びこれの内側に配置された複数段の山留め支保部材55によって、土圧を安定して支持した状態で強固に形成される。また発進立坑50は、上面が矩形平面形状の開口部となるように構築され、図1における下側略半分の領域が、道路の直下部分に位置する発進部51を構成すると共に、この発進部51の上方の開口部は、縦横に並べて配置した多数の覆工板53で覆って閉塞することにより、車両の通行を可能にしている。一方、図1における上側略半分の領域が、道路から外れた位置に配置される横引き部52を構成すると共に、横引き部52の上方を開口部として保持することにより、クレーン等の揚重機を用いて各種の機材や資材の搬入・搬出を行うことができるようになっている。   In this embodiment, as shown in FIGS. 1 and 2, the start shaft 50 is surrounded by a seat pile 54 and has a plurality of stages arranged inside the seat pile 54 as shown in FIGS. 1 and 2. Thus, it is firmly formed in a state where the earth pressure is stably supported by the mountain retaining support member 55. Further, the start shaft 50 is constructed such that the upper surface is an opening having a rectangular planar shape, and the lower half region in FIG. 1 constitutes a start portion 51 located in a portion immediately below the road, and this start portion The opening above 51 is covered and closed by a number of lining plates 53 arranged side by side in the vertical and horizontal directions, thereby allowing the vehicle to pass. On the other hand, the upper half in FIG. 1 constitutes the horizontal pulling portion 52 disposed at a position off the road, and the upper portion of the horizontal pulling portion 52 is held as an opening so that a lifting machine such as a crane can be used. It is now possible to carry in and out various equipment and materials using this.

また、発進立坑50の発進部51には、推進方向Xの後方の壁面に、多段ジャッキ12を用いて泥土圧式シールド推進機10及び推進管11を地中に推進する際の推進反力を得るための反力壁17が形成されると共に、推進方向Xの前方の壁面に、泥土圧式シールド推進機10を地中に発進させるための発進坑口部18が形成されている。なお、図2及び図4〜図8においては、発進立坑50は、便宜上、山留め支保部材55を省略した状態で描かれている。   Further, the starting portion 51 of the starting shaft 50 has a reaction force when propelling the mud pressure shield propulsion machine 10 and the propelling pipe 11 into the ground using the multistage jack 12 on the wall surface behind the propelling direction X. A reaction force wall 17 is formed on the front wall in the propulsion direction X, and a start well 18 for starting the mud pressure shield propulsion machine 10 into the ground is formed. 2 and 4 to 8, the start shaft 50 is illustrated in a state where the mountain retaining member 55 is omitted for convenience.

中央トラバーサ装置14、前方トラバーサ装置15、及び後方トラバーサ装置16は、上述のように、案内軌道14a,15a,16aと横移動台車14b,15b,16bとからなる。案内軌道14a,15a,16aは、各々、発進立坑50の底盤部56に平行に敷設される一対のレール部材19からなる。各案内軌道14a,15a,16aもまた、互いに平行に敷設されることにより、隣接する横移動台車14b,15b,16bを、これらの間の間隔を一定に保持したまま、各案内軌道14a,15a,16aに沿って、横引き部52と発進部51との間でスムーズに横移動させることができるようになっている。   As described above, the central traverser device 14, the front traverser device 15, and the rear traverser device 16 include the guide tracks 14a, 15a, 16a and the laterally moving carriages 14b, 15b, 16b. Each of the guide tracks 14a, 15a, and 16a includes a pair of rail members 19 that are laid in parallel to the bottom plate portion 56 of the start shaft 50. The guide tracks 14a, 15a, 16a are also laid in parallel to each other, so that the adjacent lateral movement carriages 14b, 15b, 16b are kept at a constant distance between them. , 16a can be smoothly moved laterally between the horizontal pulling portion 52 and the starting portion 51.

本実施形態では、横移動台車14b,15b,16bは、図3(a)〜(c)に示すように、所定の間隔をおいて平行に配置された一対のH形鋼20からなる載置架台部21と、載置架台部21の両端部において、一対のH形鋼20を連結するようしてこれらの下面に溶接等によって接合一体化された、一対の車軸支持部23とによって構成され、一対のH形鋼20と一対の車軸支持部23とによって、平面矩形形状の鋼製枠状に形成される。各車軸支持部23は、各々、一対の溝形鋼22を所定の間隔をおいて背向配置してなるものであり、両側の溝形鋼22に支持させて、複数の車軸24が取付けられる。またこれらの車軸24に回転可能に支持されて、複数の走行車輪25が、各一対の溝形鋼22の間隔部分に配置されて取り付けられている。さらに、本実施形態では、一対の車軸支持部23によって挟まれる中央部分に、これらと平行に配置されて、ウィンチ用牽引ピース26が、一対のH形鋼20に跨るようして、これらの下面に溶接等によって接合一体化されて取り付けられている。   In the present embodiment, the laterally movable carriages 14b, 15b, 16b are placed as a pair of H-section steels 20 arranged in parallel at a predetermined interval, as shown in FIGS. It is constituted by a gantry 21 and a pair of axle support portions 23 which are joined and integrated to the lower surfaces of the gantry 21 by welding or the like so as to connect the pair of H-shaped steels 20 at both ends of the mounting gantry 21. The pair of H-shaped steels 20 and the pair of axle support portions 23 are formed into a steel frame shape having a planar rectangular shape. Each axle support portion 23 is formed by arranging a pair of channel steels 22 facing away from each other at a predetermined interval, and a plurality of axles 24 are attached by supporting the channel steels 22 on both sides. . A plurality of traveling wheels 25 are rotatably mounted on the axles 24 and are arranged and attached to the space between each pair of channel steels 22. Furthermore, in the present embodiment, the lower surface of the winch traction piece 26 is disposed across the pair of H-shaped steels 20 in a central portion sandwiched between the pair of axle support portions 23 and in parallel with them. Are joined and integrated by welding or the like.

上述の構成を備える横移動台車14b,15b,16bは、図2(a)に示すように、各車軸支持部23を各案内軌道14a,15a,16aのレール部材19に沿わせると共に、載置架台部21のH形鋼20を、各案内軌道14a,15a,16aと垂直に配置した状態で、案内軌道14a,15a,16aの上に走行可能な状態で載置され、ウィンチ用牽引ピース26を介してウィンチ(図示せず。)を用いて牽引することにより、横移動台車14b,15b,16bを、各案内軌道14a,15a,16aに沿って、横引き部52と発進部51との間でスムーズに横移動させることができるようになっている。   As shown in FIG. 2 (a), the laterally movable carriages 14b, 15b, and 16b having the above-described configuration place the respective axle support portions 23 along the rail members 19 of the respective guide tracks 14a, 15a, and 16a. The H-section steel 20 of the gantry 21 is placed on the guide tracks 14a, 15a and 16a in a state where the H-section steel 20 is disposed perpendicular to the guide tracks 14a, 15a and 16a, and the winch traction piece 26 is mounted. By using a winch (not shown) to pull the laterally moving carriages 14b, 15b, and 16b along the guide tracks 14a, 15a, and 16a, It can be moved smoothly between them.

また、本実施形態では、横移動台車14b,15b,16bの載置架台部21を形成する一対のH形鋼20は、所定の間隔として、図3(a)に示すように、例えば推進管11や、泥土圧式シールド推進機10の断面弧状の外周部分を、各H形鋼20の内側上端角部の2点で支持しつつ安定した状態で載置できるような間隔を保持して固定されている。また推進管11や泥土圧式シールド推進機10の断面弧状の外周部分を2点で支持しつつ載置架台部21に載置していることにより、当該載置架台部21に沿って、推進管11や泥土圧式シールド推進機10を、例えば押圧ジャッキ等を用いて、推進方向Xと平行な縦方向に容易にスライド移動させることも可能になる。   Moreover, in this embodiment, as shown in FIG. 3A, for example, a propulsion pipe is used as a pair of H-sections 20 that form the mounting base portion 21 of the laterally moving carriages 14b, 15b, and 16b. 11 and the mud pressure shield propulsion machine 10 are fixed at a distance that can be placed in a stable state while supporting the outer peripheral portion of the arcuate cross section at two points on the inner upper corner of each H-section steel 20. ing. In addition, the propulsion pipe 11 and the mud pressure shield propulsion machine 10 are mounted on the mounting frame 21 while supporting the outer peripheral portion of the arc-shaped cross section at two points. 11 and the mud pressure shield propulsion machine 10 can be easily slid in the vertical direction parallel to the propulsion direction X using, for example, a press jack or the like.

さらに、本実施形態では、中央トラバーサ装置14の横移動台車14bは、例えば連結用の鋼材を溶接して、前方トラバーサ装置15の横移動台車15b及び後方トラバーサ装置16の横移動台車16bと、推進方向Xに沿った縦方向に連結可能となっており、これらを連結した状態で一体として横方向に移動させたり、隣接する横移動台車14b,15b,16bの間で縦方向に推進管11や泥土圧式シールド推進機10をスライド移動させることができるようになっている。   Further, in the present embodiment, the lateral movement carriage 14b of the central traverser device 14 is welded with, for example, a connecting steel material, and the lateral movement carriage 15b of the front traverser apparatus 15 and the lateral movement carriage 16b of the rear traverser apparatus 16 are propelled. It can be connected in the vertical direction along the direction X, and these can be connected to move in the horizontal direction as a unit, or in the vertical direction between the adjacent horizontal moving carriages 14b, 15b, 16b. The mud pressure shield propulsion machine 10 can be slid.

そして、上述の構成を備える本実施形態の発進立坑における横移動設備では、シールド推進機として例えば泥土圧式シールド推進機10を、以下の工程に従って、発進立坑50の横引き部52から発進部51に横移動させて、計画路線L上に容易に設置することができる。   And in the lateral movement equipment in the starting shaft of this embodiment provided with the above-mentioned structure, for example, the mud pressure type shield propulsion device 10 is used as the shield propelling device from the horizontal pulling portion 52 of the starting shaft 50 to the starting portion 51 according to the following steps. It can be moved sideways and installed on the planned route L easily.

すなわち、本実施形態の発進立坑50における横移動設備を用いた泥土圧式シールド推進機10の計画路線L上への設置方法は、図4〜図7に示すように、中央トラバーサ装置14の横移動台車14b及び前方トラバーサ装置15の横移動台車15bを、横引き部52に配置して推進方向Xに連結すると共に、連結した横移動台車14b,15bの上で、泥土圧式シールド推進機10のカッター部27及び本体部28を一体として組み立てた後、連結した横移動台車14b,15bにおいて推進方向Xの前方に縦移動させる第1工程(図4(a)〜(c)参照)と、縦移動したカッター部27及び本体部28の後方に、スクリュウコンベア29を、連結した横移動台車14b,15bの上で組み立てる第2工程(図4(a)〜(c)参照)と、連結した横移動台車14b,15bを一体として横引き部52から発進部51に横移動して、組み立てた泥土圧式シールド推進機10をトンネルの計画路線L上に配置すると共に、連結した横移動台車14b,15bにおいて推進方向Xの前方に縦移動させて発進坑口部18と対向するように据え付ける第3工程(図5(a)〜(c) 参照)と、横引き部52に配置した後方トラバーサ装置16の横移動台車16bに押し輪13を載せ、この横移動台車16bを発進部51に横移動した後に、押し輪13を推進方向Xの前方に縦移動させて中央トラバーサ装置14の横移動台車14bの上に仮置きする第4工程(図5(a)〜(c)、及び図6(a)〜(c)参照)と、後方トラバーサ装置16の横移動台車16bを横引き部52に横移動して、この横移動台車16bの上で多段ジャッキ12を組み立てる第5工程(図6(a)〜(c)参照)と、後方トラバーサ装置16の横移動台車16bを発進部51に横移動して、組み立てた多段ジャッキ12をトンネルの計画路線L上に配置すると共に、推進方向Xの後方に縦移動させて反力壁17と対向するように据え付ける第6工程(図6(a)〜(c)、及び図7(a)〜(c)参照)と、発進部51において、中央トラバーサ装置14の横移動台車14bの上に仮置きした押し輪13を推進方向X後方に縦移動させて、後方トラバーサ装置16の横移動台車16bの上に設置された多段ジャッキ12と接続する第7工程(図7(a)〜(c))と含んでいる。   That is, the method of installing the mud pressure shield propulsion machine 10 on the planned route L using the lateral movement facility in the start shaft 50 of the present embodiment is as shown in FIGS. The carriage 14b and the lateral movement carriage 15b of the front traverser device 15 are arranged in the lateral pulling portion 52 and connected in the propulsion direction X, and the cutter of the mud pressure shield propulsion machine 10 is placed on the connected lateral movement carriages 14b and 15b. After assembling the unit 27 and the main body unit 28 as a unit, the first step (see FIGS. 4A to 4C) for longitudinal movement forward in the propulsion direction X in the connected lateral movement carriages 14b and 15b, and longitudinal movement A second step (see FIGS. 4A to 4C) for assembling the screw conveyor 29 on the connected laterally moving carriages 14b and 15b behind the cutter section 27 and the main body section 28. The connected laterally moving carriages 14b and 15b are integrally moved from the lateral pulling part 52 to the starting part 51, and the assembled mud pressure shield propulsion machine 10 is arranged on the planned route L of the tunnel, and the connected laterally moving carriages. 14b and 15b, a third step (see FIGS. 5 (a) to 5 (c)) that is vertically moved forward in the propulsion direction X and is opposed to the start pit 18 and a rear traverser disposed in the horizontal pulling portion 52. The pusher wheel 13 is placed on the laterally moving carriage 16b of the device 16 and the laterally movable carriage 16b is laterally moved to the starter 51. Then, the pusher wheel 13 is moved longitudinally forward in the propulsion direction X to move the central traverser device 14 laterally. The fourth step (see FIGS. 5A to 5C and FIGS. 6A to 6C) for temporarily placing on the carriage 14b, and the laterally moving carriage 16b of the rear traverser device 16 are laterally pulled 52. Move horizontally to Then, in the fifth step (see FIGS. 6A to 6C) for assembling the multistage jack 12 on the laterally moving carriage 16b, the laterally moving carriage 16b of the rear traverser device 16 is laterally moved to the starter 51. Then, the assembled multi-stage jack 12 is arranged on the planned route L of the tunnel, and is vertically moved backward in the propulsion direction X to be installed so as to face the reaction force wall 17 (FIGS. 6A to 6 ( c), and FIGS. 7A to 7C), and in the starter 51, the push wheel 13 temporarily placed on the laterally moving carriage 14b of the central traverser device 14 is moved longitudinally backward in the propulsion direction X. The seventh step (FIGS. 7A to 7C) for connecting to the multistage jack 12 installed on the laterally moving carriage 16b of the rear traverser device 16 is included.

また、本実施形態では、泥土圧式シールド推進機10による推進工法は、上述の設置方法により泥土圧式シールド推進機10を計画路線上Lへ設置して地中に推進させた後に、図8に示すように、前方トラバーサ装置15の横移動台車15b及び後方トラバーサ装置16の横移動台車16bを発進部51に配置したまま、中央トラバーサ装置14の横移動台車14bを横引き部52と発進部51との間で往復移動させつつ、推進管11を横引き部52から発進部51における多段ジャッキ12及び押し輪13の前方に順次供給しながら、推進管11を推進する第8工程を含んでいる。   Further, in this embodiment, the propulsion method using the mud pressure shield propulsion device 10 is shown in FIG. 8 after the mud pressure shield propulsion device 10 is installed on the planned route L and propelled into the ground by the above installation method. As described above, the lateral movement carriage 15b of the front traverser device 15 and the lateral movement carriage 16b of the rear traverser device 16 are arranged in the launching portion 51, and the lateral movement carriage 14b of the central traverser device 14 is replaced with the lateral pulling portion 52, the launching portion 51, And 8th step of propelling the propulsion tube 11 while sequentially supplying the propulsion tube 11 from the lateral pulling portion 52 to the front of the multistage jack 12 and the push wheel 13 in the starting portion 51.

上記第1工程では、上方が開口部となった横引き部52において、クレーン等の揚重機を用いて泥土圧式シールド推進機10のカッター部27や本体部28を、連結した横移動台車14b,15bの上に吊り降ろし、これらの横移動台車14b,15bの上で、揚重機の助けを借りながら、重量物である泥土圧式シールド推進機10の組み立て作業を容易に行うことが可能になる。また組み立てたカッター部27及び本体部28を、揚重機を用いて吊り上げながら、連結した横移動台車14b,15bに沿って推進方向Xの前方に容易に縦移動させることが可能になる。   In the said 1st process, in the horizontal pulling part 52 where the upper part became the opening part, the horizontal movement cart 14b which connected the cutter part 27 and the main-body part 28 of the mud pressure type shield propulsion machine 10 using lifting machines, such as a crane, It is possible to easily assemble the mud pressure shield propulsion machine 10 which is a heavy object, with the help of a lifting machine on the horizontally moving carriages 14b and 15b. Further, the assembled cutter part 27 and main body part 28 can be easily moved longitudinally forward in the propelling direction X along the connected laterally moving carriages 14b and 15b while being lifted using a lifting machine.

上記第2工程では、上方が開口部となった横引き部52において、クレーン等の揚重機を用いて泥土圧式シールド推進機10のスクリュウコンベア29を、縦移動したカッター部27及び本体部28の後方に吊り降ろし、連結した横移動台車14b,15bの上で、揚重機の助けを借りながら、スクリュウコンベア29の取り付け作業を容易に行うことが可能になる。   In the second step, the screw conveyor 29 of the mud pressure shield propulsion machine 10 is moved vertically by using a lifting machine such as a crane in the horizontal pulling part 52 whose upper part is an opening. The screw conveyor 29 can be easily attached on the laterally movable carriages 14b and 15b suspended and connected to the rear side with the help of a lifting machine.

上記第3工程では、横移動台車14b,15bに取り付けたウィンチ用牽引ピース26を介してウィンチを用いて牽引することにより、連結した横移動台車14b,15bを、案内軌道14a,15aに沿って一体として横引き部52から発進部51に横移動させて、泥土圧式シールド推進機10を、トンネルの計画路線L上に容易に配置することが可能になる。また、反力壁17と移動させた泥土圧式シールド推進機10との間に、押圧力の大きな例えば油圧ジャッキ(図示せず。)を配置して、反力壁17から反力を得ながら泥土圧式シールド推進機10を押圧することにより、連結した横移動台車14b,15bの載置架台部21に沿って、推進方向Xの前方に泥土圧式シールド推進機10を容易に縦移動させることが可能になる。   In the third step, the connected laterally movable carriages 14b and 15b are pulled along the guide tracks 14a and 15a by towing them with the winch through the winch towing piece 26 attached to the laterally movable carriages 14b and 15b. The mud pressure shield propulsion machine 10 can be easily arranged on the planned route L of the tunnel by moving laterally from the horizontal pulling part 52 to the starting part 51 as a unit. Further, for example, a hydraulic jack (not shown) having a large pressing force is disposed between the reaction force wall 17 and the moved mud pressure shield propulsion machine 10, and mud is obtained while obtaining reaction force from the reaction force wall 17. By pressing the pressure shield propulsion device 10, the mud pressure shield propulsion device 10 can be easily moved longitudinally forward in the propulsion direction X along the mounting platform 21 of the connected laterally moving carriages 14b and 15b. become.

上記第4工程では、上方が開口部となった横引き部52において、クレーン等の揚重機を用いて押し輪13を吊り降ろして、横引き部52に配置した後方トラバーサ装置16の横移動台車16bに容易に載置することが可能になる。また、横移動台車16bに取り付けたウィンチ用牽引ピース26を介してウィンチを用いて牽引することにより、横移動台車16bを横移動させて、押し輪13をトンネルの計画路線L上に容易に配置することが可能になると共に、油圧ジャッキを用いて押し輪13を押し出すことにより推進方向Xの前方に縦移動させて、中央トラバーサ装置14の横移動台車14bの上に容易に仮置きすることが可能になる。   In the fourth step, the horizontal movement cart of the rear traverser device 16 disposed in the horizontal pulling portion 52 is suspended by using a lifting machine such as a crane in the horizontal pulling portion 52 having an opening on the upper side. 16b can be easily mounted. Further, by pulling with the winch through the winch pulling piece 26 attached to the lateral movement carriage 16b, the lateral movement carriage 16b is laterally moved, and the push wheel 13 is easily arranged on the planned route L of the tunnel. In addition, it is possible to perform vertical movement forward in the propulsion direction X by pushing out the push wheel 13 using a hydraulic jack, and to easily place it temporarily on the lateral movement carriage 14b of the central traverser device 14. It becomes possible.

上記第5工程では、上方が開口部となった横引き部52において、クレーン等の揚重機を用いて多段ジャッキ12を、横引き部52に移動した後方トラバーサ装置16の横移動台車16bの上に吊り降ろし、この横移動台車16bの上で、揚重機の助けを借りながら、重量物である多段ジャッキ12の組み立て作業を容易に行うことが可能になる。   In the fifth step, in the horizontal pulling portion 52 having an opening on the upper side, the multi-stage jack 12 is moved to the horizontal pulling portion 52 using the lifting machine such as a crane. It is possible to easily assemble the multistage jack 12 that is a heavy object on the laterally moving carriage 16b with the help of a lifting machine.

上記第6工程では、横移動台車16bに取り付けたウィンチ用牽引ピース26を介してウィンチを用いて牽引することにより、横移動台車16bを横移動させて、多段ジャッキ12をトンネルの計画路線L上に容易に配置することが可能になる。また、油圧ジャッキを用いて多段ジャッキ12を押し出すことにより推進方向Xの後方に縦移動させて、多段ジャッキ12を反力壁17と対向させて容易に配置することが可能になる。   In the sixth step, the multi-stage jack 12 is moved on the planned route L of the tunnel by moving the horizontal movement carriage 16b laterally by towing the winch with the winch pulling piece 26 attached to the horizontal movement carriage 16b. Can be easily arranged. Further, by pushing out the multistage jack 12 using a hydraulic jack, the multistage jack 12 can be moved longitudinally rearward in the propulsion direction X so that the multistage jack 12 faces the reaction force wall 17 and can be easily arranged.

上記第7工程では、油圧ジャッキを用いて押し輪13を押し出したり、ウィンチを用いて押し輪13を引き込むことにより、中央トラバーサ装置14の横移動台車14bの上に仮置きした押し輪13を推進方向X後方に縦移動させて、多段ジャッキ12と容易に接続することが可能になる。   In the seventh step, the pusher wheel 13 temporarily placed on the laterally movable carriage 14b of the central traverser device 14 is propelled by pushing out the pusher wheel 13 using a hydraulic jack or pulling the pusher wheel 13 using a winch. It is possible to easily connect to the multistage jack 12 by longitudinally moving backward in the direction X.

さらに、上記第8工程では、上方が開口部となった横引き部52において、クレーン等の揚重機を用いて、推進管11を、中央トラバーサ装置14の横移動台車14bの上に容易に吊り降ろすことが可能になる。また、横移動台車14bに取り付けたウィンチ用牽引ピース26を介してウィンチを用いて牽引することにより、案内軌道14aに沿って横引き部52と発進部51との間で横移動台車14bを往復移動させて、推進管11を、多段ジャッキ12及び押し輪13の前方に順次容易に供給することが可能になる。   Furthermore, in the eighth step, the propulsion pipe 11 is easily hung on the laterally moving carriage 14b of the central traverser device 14 by using a lifting machine such as a crane in the horizontal pulling portion 52 having an opening on the upper side. It can be taken down. Further, by pulling with the winch through the winch pulling piece 26 attached to the lateral movement carriage 14b, the lateral movement carriage 14b is reciprocated between the lateral pulling section 52 and the starting section 51 along the guide track 14a. The propulsion pipe 11 can be easily and sequentially supplied to the front of the multistage jack 12 and the push wheel 13 by being moved.

これらによって、本実施形態の発進立坑50における横移動設備、該横移動設備を用いた泥土圧式シールド推進機10の計画路線L上への設置方法、又は推進工法によれば、発進部51に隣接して横引き部52が設けられた発進立坑50において、案内軌道14a,15a,16aと横移動台車14b,15b,16bとからなる3台のトラバーサ装置14,15,16を用いただけの簡易な構成によって、横引き部52から発進部51にシールド推進機10や推進管11等をスムーズに横移動させて、多くの手間や労力を要することなく計画路線L上に容易に設置しながら、推進工法によるトンネルを効率良く構築してゆくことが可能になる。   By these, according to the lateral movement equipment in the start shaft 50 of this embodiment, the installation method on the planned route L of the mud pressure shield propulsion machine 10 using the lateral movement equipment, or the propulsion method, it is adjacent to the start part 51. Thus, in the start shaft 50 provided with the lateral pulling portion 52, only three traversers 14, 15, 16 comprising the guide tracks 14a, 15a, 16a and the laterally moving carriages 14b, 15b, 16b can be used. Depending on the configuration, the shield propulsion unit 10 and the propulsion pipe 11 and the like are smoothly moved laterally from the lateral pulling unit 52 to the starting unit 51, and propelled while being easily installed on the planned route L without much labor and labor. It will be possible to efficiently build tunnels by construction methods.

なお、本発明は上記実施形態に限定されることなく種々の変更が可能である。例えば、本発明の発進立坑における横移動設備によってトンネルの計画路線上に設置されるシールド推進機は、泥土圧式シールド推進機である必要は必ずしも無く、その他のシールド推進機であっても良い。また、各トラバーサ装置は、案内軌道と横移動台車とからなるものである必要は必ずしも無く、横移動台車の構造は、上記実施形態のものと異なる構造のものを採用することもできる。   The present invention is not limited to the above-described embodiment, and various modifications can be made. For example, the shield propulsion device installed on the planned route of the tunnel by the lateral movement equipment in the start shaft of the present invention does not necessarily need to be a mud pressure shield propulsion device, and may be another shield propulsion device. In addition, each traverser device does not necessarily need to be composed of a guide track and a laterally moving carriage, and the structure of the laterally moving carriage may be different from that of the above embodiment.

本発明の好ましい一実施形態に係る横移動設備が設けられる、発進部と横引き部を備える発進立坑を説明する略示す平面図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic plan view illustrating a starting shaft provided with a starting portion and a lateral pulling portion in which a lateral movement facility according to a preferred embodiment of the present invention is provided. 本発明の好ましい一実施形態に係る横移動設備の構成を説明する、(a)は略示平面図、(b)は推進方向に沿った略示縦断面図、(c)は推進方向と交差する方向に沿った略示横断面図である。BRIEF DESCRIPTION OF THE DRAWINGS The structure of the lateral movement equipment which concerns on preferable one Embodiment of this invention is demonstrated, (a) is a schematic plan view, (b) is a schematic longitudinal cross-sectional view along a propulsion direction, (c) crosses a propulsion direction. It is a schematic cross-sectional view along the direction. 案内軌道と横移動台車とからなるトラバーサ装置の構成を説明する、(a)は正面図、(b)は平面図、(c)は側面図である。The structure of a traverser device comprising a guide track and a laterally moving carriage will be described. (A) is a front view, (b) is a plan view, and (c) is a side view. 本発明の好ましい一実施形態に係る泥土圧式シールド推進機の計画路線上への設置方法の第1工程及び第2工程を説明する、(a)は略示平面図、(b)は推進方向に沿った略示縦断面図、(c)は推進方向と交差する方向に沿った略示横断面図である。The 1st process and the 2nd process of the installation method on the planned route of the mud pressure type shield propulsion machine concerning one desirable embodiment of the present invention are explained, (a) is a schematic plan view and (b) is a propulsion direction. The schematic longitudinal cross-sectional view which followed, (c) is the schematic cross-sectional view along the direction which cross | intersects a propulsion direction. 本発明の好ましい一実施形態に係る泥土圧式シールド推進機の計画路線上への設置方法の第3工程及び第4工程を説明する、(a)は略示平面図、(b)は推進方向に沿った略示縦断面図、(c)は推進方向と交差する方向に沿った略示横断面図である。The 3rd process and the 4th process of the installation method on the planned route of the mud pressure type shield propulsion machine concerning one desirable embodiment of the present invention are explained, (a) is a schematic plan view and (b) is in a propulsion direction. The schematic longitudinal cross-sectional view which followed, (c) is the schematic cross-sectional view along the direction which cross | intersects a propulsion direction. 本発明の好ましい一実施形態に係る泥土圧式シールド推進機の計画路線上への設置方法の第4工程、第5工程及び第6工程を説明する、(a)は略示平面図、(b)は推進方向に沿った略示縦断面図、(c)は推進方向と交差する方向に沿った略示横断面図である。The 4th process, the 5th process, and the 6th process of the installation method on the planned route of the mud pressure type shield propulsion machine concerning one desirable embodiment of the present invention are explained, (a) is a schematic plan view, (b). Is a schematic longitudinal cross-sectional view along the propulsion direction, and (c) is a schematic cross-sectional view along the direction intersecting the propulsion direction. 本発明の好ましい一実施形態に係る泥土圧式シールド推進機の計画路線上への設置方法の第6工程及び第7工程を説明する、(a)は略示平面図、(b)は推進方向に沿った略示縦断面図、(c)は推進方向と交差する方向に沿った略示横断面図である。The 6th process and the 7th process of the installation method on the planned route of a mud pressure type shield propulsion machine concerning one preferred embodiment of the present invention are explained, (a) is a schematic plan view and (b) is a propulsion direction. The schematic longitudinal cross-sectional view which followed, (c) is the schematic cross-sectional view along the direction which cross | intersects a propulsion direction. 本発明の好ましい一実施形態に係る推進工法における第8工程を説明する、推進方向に沿った略示縦断面図である。It is a schematic longitudinal cross-sectional view along the propulsion direction explaining the 8th process in the propulsion method which concerns on preferable one Embodiment of this invention.

符号の説明Explanation of symbols

10 泥土圧式シールド推進機
11 推進管
12 多段ジャッキ
13 押し輪
14 中央トラバーサ装置
14a 中央トラバーサ装置の案内軌道
14b 中央トラバーサ装置の横移動台車
15 前方トラバーサ装置
15a 前方トラバーサ装置の案内軌道
15b 前方トラバーサ装置の横移動台車
16 後方トラバーサ装置
16a 後方トラバーサ装置の案内軌道
16b 後方トラバーサ装置の横移動台車
17 反力壁
18 発進坑口部
19 レール部材
20 H形鋼
21 載置架台部
22 溝形鋼
23 車軸支持部
24 車軸
25 走行車輪
26 ウィンチ用牽引ピース
27 カッター部
28 本体部
29 スクリュウコンベア
50 発進立坑
51 発進部
52 横引き部
53 覆工板
L 計画路線
X 推進方向
DESCRIPTION OF SYMBOLS 10 Mud pressure shield propulsion machine 11 Propulsion pipe 12 Multistage jack 13 Push ring 14 Central traverser apparatus 14a Central traverser apparatus guide track 14b Central traverser apparatus lateral movement carriage 15 Front traverser apparatus 15a Front traverser apparatus guide track 15b Front traverser apparatus Lateral moving carriage 16 Rear traverser 16a Guide trajectory 16b of rear traversing apparatus Lateral moving carriage 17 of rear traverser 17 Reaction force wall 18 Starting pit 19 Rail member 20 H-shaped steel 21 Mounting platform 22 Groove shaped steel 23 Axle support 24 Axle 25 Traveling Wheel 26 Winch Towing Piece 27 Cutter 28 Main Body 29 Screw Conveyor 50 Starting Shaft 51 Starting Portion 52 Horizontal Pulling Portion 53 Lapping Plate L Planned Route X Propulsion Direction

Claims (6)

トンネルの計画路線上の発進部に隣接して設けた横引き部から前記発進部にシールド推進機及び推進管を横移動させて、該シールド推進機及び推進管を前記計画路線上に設置する際に使用する発進立坑における横移動設備であって、
主として前記推進管を横移動させる中央トラバーサ装置を挟んだ推進方向の前方及び後方に隣接して、前方トラバーサ装置及び後方トラバーサ装置が設けられている発進立坑における横移動設備。
When the shield propulsion unit and the propulsion pipe are installed on the planned route by moving the shield propulsion unit and the propulsion pipe from the lateral pulling unit provided adjacent to the starting unit on the planned route of the tunnel to the starting unit. The lateral movement equipment in the start shaft used for
A lateral movement facility in a starting shaft in which a front traverser device and a rear traverser device are provided adjacent to the front and rear in the propulsion direction with a central traverser device that mainly moves the propulsion pipe laterally interposed therebetween.
前記中央トラバーサ装置、前記前方トラバーサ装置、及び前記後方トラバーサ装置は、前記推進方向と垂直又は略垂直な方向に交差して、前記発進部と前記横引き部に亘って敷設される案内軌道と、該案内軌道に沿って移動する横移動台車とからなる請求項1に記載の発進立坑における横移動設備。   The central traverser device, the front traverser device, and the rear traverser device cross a vertical or substantially vertical direction with respect to the propulsion direction, and a guide track laid across the starting portion and the lateral pulling portion; The lateral movement facility in the start shaft according to claim 1, comprising a lateral movement carriage that moves along the guide track. 前記中央トラバーサ装置の横移動台車は、少なくとも前記前方トラバーサ装置の横移動台車と推進方向に連結可能となっている請求項1又は2に記載の発進立坑における横移動設備。   The lateral movement equipment in the start shaft according to claim 1 or 2, wherein the lateral movement carriage of the central traverser device is connectable with at least the lateral movement carriage of the front traverser device in a propulsion direction. 前記シールド推進機が、泥土圧式シールド推進機である請求項1〜3のいずれかに記載の発進立坑における横移動設備。   The lateral movement facility in the start shaft according to any one of claims 1 to 3, wherein the shield propulsion device is a mud pressure shield propulsion device. 請求項4に記載の発進立坑における横移動設備を用いた泥土圧式シールド推進機の計画路線上への設置方法であって、
前記中央トラバーサ装置の横移動台車及び前記前方トラバーサ装置の横移動台車を、前記横引き部に配置して推進方向に連結すると共に、該連結した横移動台車の上で、前記泥土圧式シールド推進機のカッター部及び本体部を一体として組み立てた後、前記連結した横移動台車において推進方向前方に縦移動させる工程と、
縦移動した前記カッター部及び本体部の後方に、スクリュウコンベアを前記連結した横移動台車の上で組み立てる工程と、
前記連結した横移動台車を一体として前記横引き部から前記発進部に横移動して、組み立てた前記泥土圧式シールド推進機を前記トンネルの計画路線上に配置すると共に、前記連結した横移動台車において推進方向前方に縦移動させて発進坑口部と対向するように据え付ける工程と、
前記横引き部に配置した前記後方トラバーサ装置の横移動台車に押し輪を載せ、該横移動台車を前記発進部に横移動した後に、前記押し輪を推進方向前方に縦移動させて前記中央トラバーサ装置の横移動台車の上に仮置きする工程と、
前記後方トラバーサ装置の横移動台車を前記横引き部に横移動して、該横移動台車の上で多段ジャッキを組み立てる工程と、
前記後方トラバーサ装置の横移動台車を前記発進部に横移動して、組み立てた前記多段ジャッキを前記トンネルの計画路線上に配置すると共に、推進方向後方に縦移動させて反力壁と対向するように据え付ける工程と、
前記発進部において、前記中央トラバーサ装置の横移動台車の上に仮置きした前記押し輪を推進方向後方に縦移動させて、前記後方トラバーサ装置の横移動台車の上に設置された前記多段ジャッキと接続する工程とを含む泥土圧式シールド推進機の計画路線上への設置方法。
An installation method on a planned route of a mud pressure shield propulsion machine using a lateral movement facility in a start shaft according to claim 4,
The horizontal moving carriage of the central traverser device and the horizontal moving carriage of the front traverser device are arranged in the horizontal pulling section and connected in the propulsion direction, and the mud pressure shield propulsion machine is mounted on the connected horizontal moving carriage. After assembling the cutter part and the main body part as a unit, and longitudinally moving forward in the propulsion direction in the connected laterally moving carriage,
Assembling a screw conveyor on the connected laterally moving carriage behind the longitudinally moved cutter part and main body part;
In the connected laterally moving carriage, the connected laterally moving carriage is integrally moved laterally from the laterally pulling part to the starting part, and the assembled mud pressure shield propulsion device is disposed on the planned route of the tunnel. Vertically moving forward in the propulsion direction and installing it so as to face the starting pit,
A pusher wheel is placed on a laterally moving carriage of the rear traverser device arranged in the lateral pulling part, and after the laterally moving carriage is laterally moved to the starter part, the pusher wheel is moved longitudinally forward in the propulsion direction to move the central traverser. Temporarily placing it on a lateral carriage of the device;
Laterally moving the laterally moving carriage of the rear traverser device to the lateral pulling section, and assembling a multistage jack on the laterally moving carriage;
The laterally moving carriage of the rear traverser device is laterally moved to the starting part, and the assembled multistage jack is arranged on the planned route of the tunnel, and is vertically moved backward in the propulsion direction so as to face the reaction force wall. The process of installing in
In the starting section, the multistage jack installed on the lateral movement carriage of the rear traverser device by vertically moving the push wheel temporarily placed on the lateral movement carriage of the central traverser device to the rear in the propulsion direction; A method of installing a mud pressure shield propulsion machine on a planned route including a connecting step.
請求項5に記載の泥土圧式シールド推進機の計画路線上への設置方法により前記泥土圧式シールド推進機を前記計画路線上へ設置して地中に推進させた後に、前記前方トラバーサ装置の横移動台車及び前記後方トラバーサ装置の横移動台車を前記発進部に配置したまま、前記中央トラバーサ装置の横移動台車を前記横引き部と前記発進部との間で往復移動させつつ、前記推進管を前記横引き部から前記発進部における前記多段ジャッキ及び前記押し輪の前方に順次供給しながら、前記推進管を推進する工程を含む推進工法。   After the mud pressure shield propulsion device is installed on the planned route and propelled into the ground by the method of installing the mud pressure shield propulsion device on the planned route according to claim 5, the lateral movement of the front traverser device While the carriage and the laterally moving carriage of the rear traverser device are arranged at the starting part, the propulsion pipe is moved while reciprocating the laterally moving carriage of the central traverser apparatus between the laterally pulling part and the starting part. A propulsion method including a step of propelling the propulsion pipe while sequentially supplying the laterally extending portion to the front of the multistage jack and the push wheel in the starting portion.
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