JP2008163566A - Mine work facility behind shield machine - Google Patents

Mine work facility behind shield machine Download PDF

Info

Publication number
JP2008163566A
JP2008163566A JP2006351511A JP2006351511A JP2008163566A JP 2008163566 A JP2008163566 A JP 2008163566A JP 2006351511 A JP2006351511 A JP 2006351511A JP 2006351511 A JP2006351511 A JP 2006351511A JP 2008163566 A JP2008163566 A JP 2008163566A
Authority
JP
Japan
Prior art keywords
rail
shield machine
main
hoist
auxiliary
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
JP2006351511A
Other languages
Japanese (ja)
Other versions
JP4723469B2 (en
Inventor
Takeshi Yuge
毅 弓削
Hayato Yoshimura
隼人 吉村
Taiji Hanaoka
泰治 花岡
Atsushi Kaimai
淳 開米
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
Hitachi Construction Machinery Co Ltd
Original Assignee
Kajima Corp
Hitachi Construction Machinery Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp, Hitachi Construction Machinery Co Ltd filed Critical Kajima Corp
Priority to JP2006351511A priority Critical patent/JP4723469B2/en
Publication of JP2008163566A publication Critical patent/JP2008163566A/en
Application granted granted Critical
Publication of JP4723469B2 publication Critical patent/JP4723469B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a mine work facility behind a shield machine simply formed, capable of stably providing swinging, capable of transporting materials in the axial direction of a tunnel and unloading them at positions laterally apart from each other, and having ease of work and high operational safety. <P>SOLUTION: In this work facility for transporting and unloading a lining material and the other materials behind the shield machine 1, a main rail for traveling a main hoist 12 is installed in the axial direction of tunnel. A turning body 14 is installed at the end part or intermediate part of the main rail in the generally horizontal direction. An auxiliary rail 16 onto which the main hoist 12 can ride from the main rail at a predetermined turned position is installed on the turning body 14. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、シールド掘進機の後部で覆工材その他資材を搬送・積み下ろす作業設備としての坑内作業設備に関するものである。   The present invention relates to an underground work facility as a work facility for transporting and unloading lining materials and other materials at the rear of a shield machine.

従来、シールド掘進機の後方の坑内作業設備としては、覆工体であるセグメントを機内へ搬送するホイストが設置されるのみであり、シールド掘進機用の後方設備を搭載した後方台車の前で台車軌条用枕木を設置する等の作業を行なう場合でも同一ホイストが使用されていた。   Conventionally, as a mine work facility behind the shield machine, only a hoist that transports the segment as a lining body into the machine is installed, and the carriage is in front of the rear carriage equipped with the rear equipment for the shield machine The same hoist was used even when performing work such as installing railroad sleepers.

しかしながら、シールドが大口径になれば、枕木も長大となり、単一のホイストでハンドリングすることは作業性が悪く、また、非常に危険性の高いものであった。一方、近年道路トンネル等で後方台車の前方でプレキャストの床版や柱を設置する要求がでてきている。   However, if the shield has a large diameter, the sleepers become long, and handling with a single hoist is inferior in workability and extremely dangerous. On the other hand, in recent years, there has been a demand for installing precast floor slabs and pillars in front of rear carriages in road tunnels and the like.

例えば、下記特許文献1では、台車の下部をセグメント搬送経路とし、後方台車内および台車前方の作業性を向上させている。
特許2538446号公報
For example, in Patent Document 1 below, the lower part of the carriage is used as a segment conveyance path to improve workability in the rear carriage and in front of the carriage.
Japanese Patent No. 2538446

シールド機においては、油圧ユニットや制御盤などの付属設備、裏込剤注入設備等は台車上に設置されてあり、該台車はシールド機の後方覆工内をシールド機と共に移動する一方、シールド機の後方内ではエレクターによってセグメント覆工を行っていた。このため、トンネル内を通じてセグメント等の覆工材をエレクターを配設している覆工作業部にまで搬送する必要があり、従来から前記台車内を覆工材搬入路に使用して覆工材を供給していた。   In the shield machine, the auxiliary equipment such as the hydraulic unit and the control panel, the back-filling agent injection equipment, etc. are installed on the carriage, and the carriage moves with the shield machine in the rear lining of the shield machine. In the back of the wing, segment lining was performed by an erector. For this reason, it is necessary to transport the lining material such as the segment through the tunnel to the lining work section where the erector is disposed. Conventionally, the inside of the carriage has been used as the lining material carry-in path. Was supplying.

特許文献1の覆工材搬送装置は、シールド機の後方覆工内に該シールド機と一体的に移動し且つシールド機駆動用油圧ユニット等の設備を設置している後続台車を配設し、この後続台車の設備設置面と覆工下部内周面との間の空間部に該空間部の全長に亘って覆工材搬送コンベアを上記後続台車と共に移動可能に配設し、この搬送コンベアの搬送始端部と終端部とを後続台車の前後下方から夫々突出させた構造を有しているものである。   The lining material conveying device of Patent Document 1 is provided with a subsequent carriage that moves integrally with the shielding machine and has equipment such as a shielding machine driving hydraulic unit installed in the back lining of the shielding machine, In the space between the equipment installation surface of the subsequent carriage and the inner peripheral surface of the lower lining, a covering material transfer conveyor is movably disposed along with the subsequent carriage over the entire length of the space. It has a structure in which the conveyance start end portion and the termination end portion are respectively protruded from the front and rear lower sides of the subsequent carriage.

前記特許文献1によれば、後続台車に設置したシールド機駆動用油圧ユニット等の設備の設置面と覆工下部内周面との間の空間部に覆工材搬送コンベアを配設しているので、後続台車内の空間を広く使用できて、小口径のトンネル施工であっても上記設備設置面上に作業員の通路や土砂搬出管路等の確保が可能となり、又、作業の安全性を維持し得る。   According to Patent Document 1, a lining material conveyor is disposed in a space between an installation surface of equipment such as a shield machine driving hydraulic unit installed on a subsequent carriage and an inner peripheral surface of a lower lining. Therefore, the space in the subsequent carriage can be used widely, and even in the case of small-diameter tunnel construction, it is possible to secure the worker's passageway and sediment transport pipe on the equipment installation surface, and work safety Can be maintained.

また、下記特許文献2では、従来、地上から後方台車に搬入された鋼製枕木をセグメント用ホイストを使用して吊り上げ、人手により枕木をセグメント内の所定位置に幅方向に設置し、さらに枕木上に走行レールを取付けているのを、狭溢な空間で長尺で重量物の枕木を安全かつ精度良く設置できるシールド掘進機後方の坑内作業設備を提供することを目的としている。
特開平11-182199号公報
Further, in Patent Document 2 below, conventionally, a steel sleeper carried into the rear carriage from the ground is lifted by using a hoist for a segment, and the sleeper is manually installed in a width direction at a predetermined position in the segment. The purpose of this is to provide an underground work facility behind a shield machine capable of safely and accurately installing a long and heavy sleeper in a narrow space.
JP 11-182199 A

前記特許文献2では、搬送レールの左右に別のアームを設け、搬送ホイストで枕木を旋回させ、その後このアームで設置する。   In the said patent document 2, another arm is provided in the right and left of a conveyance rail, a sleeper is turned with a conveyance hoist, and it installs with this arm after that.

詳しくは、トンネル軸心方向の移動レールに沿って移動自在な走行機台と、この走行機台に垂直軸心周りに旋回自在で水平軸心周りに回動自在に設けられた第1アームと、第1アームの先端部に水平軸心周りに折り曲げ自在に連結された第2アームと、第2アームの先端部に水平軸心周りに回動自在に設けられた保持フレームと、この保持フレームに旋回自在でかつ坑内作業台車軌条用の枕木を把持可能な枕木把持装置とを具備した2台のマニピュレータをトンネル幅方向に所定間隔をあけて配置して枕木敷設装置を構成し、これら2台のマニピュレータにより、長尺の枕木の両側を把持して、枕木をトンネル軸心方向からトンネル幅方向に方向転換可能でかつ位置決め可能に構成したものである。   Specifically, a traveling machine base that is movable along a moving rail in the tunnel axis direction, and a first arm that is provided on the traveling machine base so as to be rotatable about a vertical axis and rotatable about a horizontal axis. A second arm connected to the tip of the first arm so as to be bent around a horizontal axis, a holding frame provided at the tip of the second arm so as to be rotatable around the horizontal axis, and the holding frame Two manipulators equipped with a sleeper gripping device that can turn freely and can hold a sleeper for a mine work carriage rail are arranged at predetermined intervals in the tunnel width direction to constitute a sleeper laying device. With this manipulator, both sides of a long sleeper are gripped, and the sleepers can be changed in direction from the tunnel axis direction to the tunnel width direction and can be positioned.

前記特許文献1では、台車下部が覆工材の搬送経路として占有されてしまうので、道路トンネル等で後方台車の前方でプレキャストの床版や柱を設置するのにプレキャスト材を搬送するのに困難を極める。   In Patent Document 1, since the lower part of the carriage is occupied as a transport path for the lining material, it is difficult to transport the precast material to install a precast floor slab or pillar in front of the rear carriage in a road tunnel or the like. To master.

また、前記特許文献2では、搬送ホイストで長大な枕木を回転させるという危険性があり、また旋回後もう一度アームで掴み直すという無駄な作業が発生する。また、左右に柱を設置するような作業には対応が困難である。   Moreover, in the said patent document 2, there exists a danger that a long sleeper will be rotated with a conveyance hoist, and the useless work of re-gripping with an arm once after turning will generate | occur | produce. Moreover, it is difficult to cope with the work of installing columns on the left and right.

本発明の目的は前記従来例の不都合を解消し、構造が簡単で、安定して旋回を得ることができ、トンネル軸方向に搬送するだけでなく、左右に離れた位置へ資材を積み下ろすことが可能となり、作業性がよく、作業上の安全性も高いシールド掘進機後方の坑内作業設備を提供することにある。   The object of the present invention is to eliminate the inconveniences of the conventional example, the structure is simple, a stable turning can be obtained, the material is not only transported in the tunnel axis direction, but also the material is unloaded to the left and right positions. It is possible to provide an underground work facility behind a shield machine having good workability and high work safety.

前記目的を達成するため請求項1記載の本発明は、シールド掘進機の後部で覆工材その他資材を搬送・積み下ろす作業設備において、トンネル軸方向に主ホイスト走行用の主レールを設置し、該主レールの端部または中間部に、略水平方向への旋回体を設け、その旋回体に、所定の旋回位置で主ホイストが主レールから乗継ぎ可能な副レールを設けたことを要旨とするものである。   In order to achieve the above object, the present invention according to claim 1, in the work equipment for transporting and unloading lining materials and other materials at the rear of the shield machine, a main rail for main hoist travel is installed in the tunnel axial direction, The gist of the invention is that a swiveling body in a substantially horizontal direction is provided at an end or an intermediate portion of the main rail, and a sub-rail that allows the main hoist to connect from the main rail at a predetermined swiveling position is provided on the swiveling body. To do.

請求項1記載の本発明によれば、主ホイストは主レール上を走行し、副レールに乗り移った状態では、レールとも旋回可能で、安定して旋回を得ることができる。また旋回した状態で、走行を行なえば主レールより左右に離れた位置へ資材を積み下ろすことが可能となる。   According to the first aspect of the present invention, the main hoist travels on the main rail, and when the main hoist is transferred to the sub-rail, the main hoist can turn with the rail and can stably turn. In addition, if the vehicle runs while turning, the material can be loaded and unloaded from the main rail to the left and right positions.

請求項2記載の本発明は、旋回体に副レールと交差しない範囲で、補助レールを間隔を存して設置し、この補助レールに補助ホイストを設置することを要旨とするものである。   The gist of the present invention described in claim 2 is that the auxiliary rails are installed on the revolving structure within a range not intersecting with the sub rails, and the auxiliary hoists are installed on the auxiliary rails.

請求項2記載の本発明によれば、セグメント搬送時は、主レールと副レールを接続されるように旋回体を位置させ、主ホイストが主レールと副レールに乗継ぎ可能とすれば、後方より主レールを移動してきた主ホイストは、旋回体の副レールを乗継いで、マシン後方下部に設置されたセグメントコンベヤへセグメントを搬送できる。   According to the second aspect of the present invention, when the segment is transported, the revolving unit is positioned so that the main rail and the sub rail are connected, and the main hoist can be connected to the main rail and the sub rail. The main hoist that has further moved the main rail can transfer the segment to the segment conveyor installed at the lower rear of the machine by connecting the sub rail of the revolving structure.

また、柱部材や壁部材等を設置する場合は、搬送台車等でトンネル軸方向に搬送されてきた部材を、補助ホイスト2台を使って吊り上げ、そのまま旋回させることによって安全な設置が可能となる。この場合、長大な床版等では2台の補助ホイストでハンドリングを行なうことができ、柱の場合はトンネル軸方向に長手で運ばれてきたものを倒立させ、そのまま旋回させることによって、その後左右に積み下ろすことが可能となる。   In addition, when installing a column member, a wall member, etc., a member that has been transported in the tunnel axial direction by a transport cart or the like is lifted using two auxiliary hoists, and can be safely installed by turning it as it is. . In this case, handling can be performed with two auxiliary hoists on a large floor slab, etc., and in the case of a pillar, the object that has been carried in the tunnel axis direction is turned upside down and swung as it is, then left and right Can be loaded and unloaded.

請求項3記載の本発明は、旋回体を前後走行フレームで支承し、前後移動可能としたことを要旨とするものである。   The gist of the present invention described in claim 3 is that the revolving structure is supported by the front and rear traveling frames and is movable back and forth.

請求項3記載の本発明によれば、旋回体を前後移動可能としているので、旋回体の下で積載した状態で前後へ移動可能となり、長大なものを安定して前後に搬送可能となる。また、搬送ホイストに旋回機能を設けることが多いが、そのまま旋回フレームで前後可能となれば、このホイストの旋回機能も不要とすることができる。   According to the third aspect of the present invention, since the revolving body can be moved back and forth, the revolving body can be moved back and forth while being loaded under the revolving body, and a long object can be stably conveyed back and forth. In many cases, the transport hoist is provided with a turning function. However, if the turning hoist can be moved back and forth as it is, the turning function of the hoist can be eliminated.

請求項4記載の本発明は、旋回体の前後移動と連動して、主レールが前後移動することを要旨とするものである。   The gist of the present invention described in claim 4 is that the main rail moves back and forth in conjunction with the back and forth movement of the revolving structure.

請求項4記載の本発明によれば、主レールと旋回体を連結し、前後移動可能としたので、主レール旋回体が離れることがなく、主ホイストの走行が容易であり、また、給電等も容易となる。さらに前後移動とホイストの走行を同時に行なえば高速な搬送が可能となる。   According to the fourth aspect of the present invention, the main rail and the swivel body are connected and can be moved back and forth, so that the main rail swirl body is not separated, and the main hoist can be easily traveled. Is also easier. Furthermore, high-speed conveyance is possible if the forward / backward movement and the hoist travel are performed simultaneously.

請求項5記載の本発明は、旋回体に設置された副レールと連結し、主ホイストが乗継ぎ可能なレールを、旋回体の外方に設けることを要旨とするものである。   The gist of the present invention described in claim 5 is that a rail connected to a sub-rail installed on the revolving structure and connected to the main hoist is provided outside the revolving structure.

請求項5記載の本発明によれば、副レールが旋回した状態で連結可能なレールを配しているので、さらに主ホイストの走行範囲を広げることが可能となる。   According to the fifth aspect of the present invention, since the rail that can be connected in a state where the sub-rail is turned, the traveling range of the main hoist can be further expanded.

請求項6記載の本発明は、旋回体に設置された補助レールと連結し、補助ホイストが乗継ぎ可能なレールを旋回体の外方に設けたことを要旨とするものである。   The gist of the present invention described in claim 6 is that a rail that is connected to an auxiliary rail installed on the revolving structure and on which an auxiliary hoist can be connected is provided outside the revolving structure.

請求項6記載の本発明によれば、補助レールが旋回した状態で連結可能なレールを配しているので、補助ホイストの走行範囲を広げることが可能である。   According to the sixth aspect of the present invention, since the rail that can be connected in a state in which the auxiliary rail is turned is arranged, it is possible to widen the traveling range of the auxiliary hoist.

以上述べたようにシールド掘進機後方の坑内作業設備は、構造が簡単で、安定して旋回を得ることができ、トンネル軸方向に搬送するだけでなく、左右に離れた位置へ資材を積み下ろすことが可能となり、作業性がよく、作業上の安全性も高いものである。   As described above, the mine work equipment behind the shield machine is simple in structure, can stably turn, and not only transports in the tunnel axis direction, but also loads materials to left and right positions. Therefore, workability is good and work safety is high.

以下、図面について本発明の実施の形態を詳細に説明する。図1は本発明のシールド掘進機後方の坑内作業設備の1実施形態を示す縦断側面図、図2は要部の拡大縦断側面図で、図中1はシールド掘進機で、カッタ2、シールドジャッキ3、スクリューコンベア4等を備える。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a longitudinal side view showing an embodiment of an underground work facility behind a shield machine according to the present invention. FIG. 2 is an enlarged longitudinal side view of a main part. In FIG. 1, 1 is a shield machine, a cutter 2, a shield jack. 3. A screw conveyor 4 is provided.

シールド掘進機1のテール部にはセグメントエレクタ5を設置し、その後方にこのセグメントエレクタ5にセグメント6を搬送するセグメントコンベヤ7を設置している。図中8は組み立てたセグメント6を保持する形状保持装置である。   A segment erector 5 is installed in the tail portion of the shield machine 1, and a segment conveyor 7 for conveying the segment 6 to the segment erector 5 is installed behind the segment erector 5. In the figure, 8 is a shape holding device for holding the assembled segment 6.

本発明は、シールド掘進機1の後部でセグメント6(覆工材)およびその他資材を搬送・積み下ろす作業設備であり、本実施例では、シールド掘進機1と後方台車9の間で、プレキャストの柱10及び床版11を組み立てるものであり、これらのプレキャスト部材がセグメント6以外のその他資材に該当する。   The present invention is a work facility for transporting and unloading the segment 6 (lining material) and other materials at the rear part of the shield machine 1, and in this embodiment, between the shield machine 1 and the rear carriage 9, The pillar 10 and the floor slab 11 are assembled, and these precast members correspond to other materials other than the segment 6.

トンネル軸方向に主ホイスト走行用の主レールを設け、この主レールに主ホイスト12を設置するが、主レールの端部または中間部に、略水平方向へのターンテーブル形式の旋回体(フレーム)14を設けた。図12、図13にその詳細を示すが、旋回体(フレーム)14は旋回モータ14aで回転駆動される。   A main rail for main hoist travel is provided in the tunnel axis direction, and a main hoist 12 is installed on the main rail. A turntable-type turning body (frame) in a substantially horizontal direction is provided at the end or middle of the main rail. 14 was provided. The details are shown in FIGS. 12 and 13, and the revolving body (frame) 14 is rotationally driven by a revolving motor 14 a.

図示の例は旋回体(フレーム)14を主レールの中間部に設けた場合であり、この主ホイスト12の走行路の途中にターンデーブル形式の旋回体14を設けた場合であり、主レールは旋回体14の前方に設置する主(固定)レール13と後方に連結する主レール15からなる。   The illustrated example is a case where a revolving body (frame) 14 is provided in the middle part of the main rail, and a turntable type revolving body 14 is provided in the middle of the traveling path of the main hoist 12. It consists of a main (fixed) rail 13 installed in front of the swivel body 14 and a main rail 15 connected to the rear.

旋回体14に所定の旋回位置で主ホイスト12が主レールから乗継ぎ可能な副レール16を設け、この副レール16と交差しない範囲、例えば、直交した位置に隣接して補助レール17を2本相互に間隔を存して直線上に並ぶように設置した。   The revolving body 14 is provided with a sub rail 16 in which the main hoist 12 can be connected to the main rail at a predetermined revolving position, and two auxiliary rails 17 are adjacent to a range not intersecting with the sub rail 16, for example, an orthogonal position. They were placed on a straight line with a space between each other.

この補助レール17同士の離間は、副レール16を主ホイスト12が走行することが可能な距離になっている。この補助レール17にはそれぞれ補助ホイスト18が設置される。   The separation between the auxiliary rails 17 is a distance that allows the main hoist 12 to travel on the sub-rail 16. An auxiliary hoist 18 is installed on each auxiliary rail 17.

シールド掘進機1の後方作業台21と後方台車22によって両端を支持されたメーンガーダ20にガイドローラ23及び駆動モータ24で駆動する駆動ローラ25を介して前後走行フレーム19を走行可能に支持させ、前記旋回体14はこの前後走行フレーム19で支えて前後移動可能とした。   The main girder 20 supported at both ends by the rear work table 21 and the rear carriage 22 of the shield machine 1 is supported by the guide roller 23 and the drive roller 25 driven by the drive motor 24 so as to be able to travel, The revolving body 14 is supported by the front and rear traveling frame 19 so as to be movable back and forth.

主レール15は後方台車9に設けたガイドローラ28で吊支して前後移動可能とし、前記旋回体14の前後移動と連動させることがきるようにしてもよい。   The main rail 15 may be suspended and supported by a guide roller 28 provided on the rear carriage 9 so as to be able to move back and forth so that it can be interlocked with the back and forth movement of the revolving structure 14.

前記旋回体14に設置された副レール16と連結し、主ホイスト12が乗継ぎ可能な乗継ぎレール27を前後走行フレーム19上で旋回体14の外方に設ける。   A connecting rail 27, which is connected to the sub-rail 16 installed on the revolving body 14 and can be connected to the main hoist 12, is provided outside the revolving body 14 on the front and rear traveling frame 19.

また、この前後走行フレーム19には、旋回体14の外方、左右位置で前記旋回体14に設けた補助レール17と連結される左右レール26を設置する。   Further, the front and rear traveling frame 19 is provided with left and right rails 26 connected to the auxiliary rails 17 provided on the revolving body 14 at the left and right positions outside the revolving body 14.

次に使用法について説明する。セグメント搬送時は、図4、図6、図7に示すように、主(固定)レール13と副レール16と主レール15が連続するように旋回体14を位置付ける。   Next, the usage will be described. At the time of segment conveyance, as shown in FIGS. 4, 6, and 7, the swing body 14 is positioned so that the main (fixed) rail 13, the sub rail 16, and the main rail 15 are continuous.

これにより、主ホイスト12が後方より、旋回体14の副レール16を乗継いで、マシン後方下部に設置されたセグメントコンベヤ7へセグメント6を搬送可能となる。なお、セグメント6は搬送台車29により後方の発進立坑より搬送されてきたものを主ホイスト12が吊り上げる。   Thereby, the main hoist 12 can transfer the sub-rail 16 of the revolving structure 14 from the rear, and can convey the segment 6 to the segment conveyor 7 installed in the machine rear lower part. The main hoist 12 lifts the segment 6 that has been transported from the rear start shaft by the transport carriage 29.

一方、柱10を設置する場合は、図8〜図10に示すように、旋回体14が回転して、補助レール17と主レール15が同じ向きになっており、搬送台車29によりトンネル軸方向に搬送されてきた柱10を、補助レール17に設けた補助ホイスト18の2台を使って倒立させ、そのまま旋回させることによって、左右に柱10を安全に設置可能となる。図中30はホイスト脱落防止板である。   On the other hand, when the column 10 is installed, as shown in FIGS. 8 to 10, the revolving body 14 rotates so that the auxiliary rail 17 and the main rail 15 are in the same direction, and the transport carriage 29 causes the tunnel axial direction. The pillars 10 that have been transported to the left and right are inverted using two auxiliary hoists 18 provided on the auxiliary rails 17 and turned as they are, so that the pillars 10 can be safely installed on the left and right. In the figure, reference numeral 30 denotes a hoist drop prevention plate.

また、この補助レール17の移動で足りない場合には、前後走行フレーム19に旋回体14の外側に左右レール26を配しているので、補助レール17と左右レール26とが連結されて、補助ホイスト18がこの左右レール26に乗り入れることで、可動範囲がさらに拡大される。   When the movement of the auxiliary rail 17 is insufficient, the left and right rails 26 are arranged on the outer side of the revolving structure 14 in the front and rear traveling frame 19, so that the auxiliary rail 17 and the left and right rails 26 are connected to each other. As the hoist 18 enters the left and right rails 26, the movable range is further expanded.

床版11を設置する場合は、図5、図11に示すように、搬送台車29により長手に搬送されてきたものを補助ホイスト18の2台を使って吊り上げ、旋回体14で旋回させ、所定の位置に左右の高さ調整を行いながら設置する。   When installing the floor slab 11, as shown in FIGS. 5 and 11, the material transported in the longitudinal direction by the transport carriage 29 is lifted by using two of the auxiliary hoists 18, swung by the swivel body 14, and predetermined Install at the position of while adjusting the left and right height.

なお、補助ホイスト18の2台を使って吊り上げた状態で前後走行フレーム19を前進させれば、前記旋回体14で旋回を前方位置で行なうことが可能となる。   If the front and rear traveling frames 19 are moved forward with the two auxiliary hoists 18 being lifted, the turning body 14 can turn at the front position.

以上の実施形態では、セグメント以外のその他資材として柱及び床版を組み立てる場合について説明したが、これは1例であり、枕木やそれ以外の資材の搬送にも本発明は役立てることができる。   In the above embodiment, the case where the pillar and the floor slab are assembled as other materials other than the segment has been described. However, this is only an example, and the present invention can also be used for transporting sleepers and other materials.

本発明のシールド掘進機後方の坑内作業設備の1実施形態を示す縦断側面図である。It is a vertical side view which shows one Embodiment of the mine work equipment behind the shield machine of this invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示す要部の側面図である。It is a side view of the important section showing one embodiment of the underground work facility behind the shield machine of the present invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示す下方から見上げた平面図である。[BRIEF DESCRIPTION OF THE DRAWINGS] It is the top view looked up from the downward direction which shows one Embodiment of the mine work equipment behind the shield machine of this invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示すセグメント搬送時の正面図である。It is a front view at the time of segment conveyance which shows one Embodiment of the mine work equipment behind the shield machine of this invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示す床版搬送時の正面図である。It is a front view at the time of floor slab conveyance which shows one Embodiment of the mine work equipment behind the shield machine of this invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示すセグメント搬送時の縦断側面図である。It is a vertical side view at the time of segment conveyance which shows one Embodiment of the underground mine work equipment behind the shield machine of this invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示すセグメント搬送時の要部の側面図である。It is a side view of the principal part at the time of segment conveyance which shows one Embodiment of the mine work equipment behind the shield machine of this invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示す柱搬送時の縦断側面図である。It is a vertical side view at the time of pillar conveyance which shows one Embodiment of the mine work equipment behind the shield machine of this invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示す柱搬送時の下方から見上げた平面図である。It is the top view looked up from the bottom at the time of pillar conveyance which shows one Embodiment of the underground work facility behind the shield machine of this invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示す柱搬送時の正面図である。It is a front view at the time of pillar conveyance which shows one Embodiment of the mine work equipment behind the shield machine of this invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示す床版搬送時の縦断側面図である。It is a vertical side view at the time of floor slab conveyance which shows one Embodiment of the mine work equipment behind the shield machine of this invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示す旋回体(フレーム)部分の正面図である。It is a front view of the revolving structure (frame) part which shows one Embodiment of the mine work equipment behind the shield machine of this invention. 本発明のシールド掘進機後方の坑内作業設備の1実施形態を示す旋回体(フレーム)部分の平面図である。It is a top view of the turning body (frame) part which shows one Embodiment of the mine work equipment behind the shield machine of this invention.

符号の説明Explanation of symbols

1…シールド掘進機 2…カッタ
3…シールドジャッキ 4…スクリューコンベア
5…セグメントエレクタ 6…セグメント
7…セグメントコンベヤ 8…形状保持装置
9…後方台車 10…柱
11…床版 12…主ホイスト
13…主(固定)レール 14…旋回体(フレーム)
14a…旋回モータ
15…主レール 16…副レール
17…補助レール 18…補助ホイスト
19…前後走行フレーム 20…メーンガーダ
21…後方作業台 22…後方台車
23…ガイドローラ 24…駆動モータ
25…駆動ローラ 26…左右レール
27…乗継ぎレール 28…ガイドローラ
29…搬送台車 30…ホイスト脱落防止板
DESCRIPTION OF SYMBOLS 1 ... Shield machine 2 ... Cutter 3 ... Shield jack 4 ... Screw conveyor 5 ... Segment erector 6 ... Segment 7 ... Segment conveyor 8 ... Shape maintenance apparatus 9 ... Back carriage 10 ... Pillar 11 ... Floor slab 12 ... Main hoist 13 ... Main (Fixed) Rail 14 ... Revolving body (frame)
DESCRIPTION OF SYMBOLS 14a ... Turning motor 15 ... Main rail 16 ... Sub rail 17 ... Auxiliary rail 18 ... Auxiliary hoist 19 ... Front and rear traveling frame 20 ... Main girder 21 ... Back work table 22 ... Back carriage 23 ... Guide roller 24 ... Drive motor 25 ... Drive roller 26 ... Right and left rails 27 ... Transition rails 28 ... Guide rollers 29 ... Carriage carts 30 ... Hust drop prevention plates

Claims (6)

シールド掘進機の後部で覆工材その他資材を搬送・積み下ろす作業設備において、トンネル軸方向に主ホイスト走行用の主レールを設置し、該主レールの端部または中間部に、略水平方向への旋回体を設け、その旋回体に、所定の旋回位置で主ホイストが主レールから乗継ぎ可能な副レールを設けたことを特徴とするシールド掘進機後方の坑内作業設備。   In the work equipment that transports and unloads lining materials and other materials at the rear of the shield machine, a main rail for main hoist travel is installed in the tunnel axis direction, and the main rail is at the end or middle of the main rail in a substantially horizontal direction. A mine work facility behind a shield machine, wherein the swivel body is provided with a secondary rail on which the main hoist can be connected from the main rail at a predetermined turning position. 旋回体に副レールと交差しない範囲で、補助レールを間隔を存して設置し、この補助レールに補助ホイストを設置する請求項1記載のシールド掘進機後方の坑内作業設備。   The mine work facility behind the shield machine according to claim 1, wherein auxiliary rails are installed at intervals in a range that does not intersect the sub-rails on the revolving structure, and auxiliary hoists are installed on the auxiliary rails. 旋回体を前後走行フレームで支承し、前後移動可能とした請求項1または請求項2記載のシールド掘進機後方の坑内作業設備。   The mine work facility behind the shield machine according to claim 1 or 2, wherein the revolving unit is supported by a front and rear traveling frame and is movable back and forth. 旋回体の前後移動と連動して、主レールが前後移動する請求項3記載のシールド掘進機後方の坑内作業設備。   The mine work facility behind the shield machine according to claim 3, wherein the main rail moves back and forth in conjunction with the back and forth movement of the revolving structure. 旋回体に設置された副レールと連結し、主ホイストが乗継ぎ可能なレールを旋回体の外方に設ける請求項1ないし請求項4のいずれかに記載のシールド掘進機後方の坑内作業設備。   The mine work facility behind a shield machine according to any one of claims 1 to 4, wherein a rail connected to a sub-rail installed on the revolving structure and to which the main hoist can be connected is provided outside the revolving structure. 旋回体に設置された補助レールと連結し、補助ホイストが乗継ぎ可能なレールを旋回体の外方に設けた請求項1ないし請求項5のいずれかに記載のシールド掘進機後方の坑内作業設備。   6. A mine work facility behind a shield machine according to any one of claims 1 to 5, wherein a rail connected to an auxiliary rail installed in the swivel body and to which an auxiliary hoist can be connected is provided outside the swivel body. .
JP2006351511A 2006-12-27 2006-12-27 Underground work equipment behind the shield machine Active JP4723469B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006351511A JP4723469B2 (en) 2006-12-27 2006-12-27 Underground work equipment behind the shield machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006351511A JP4723469B2 (en) 2006-12-27 2006-12-27 Underground work equipment behind the shield machine

Publications (2)

Publication Number Publication Date
JP2008163566A true JP2008163566A (en) 2008-07-17
JP4723469B2 JP4723469B2 (en) 2011-07-13

Family

ID=39693391

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006351511A Active JP4723469B2 (en) 2006-12-27 2006-12-27 Underground work equipment behind the shield machine

Country Status (1)

Country Link
JP (1) JP4723469B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103233752A (en) * 2013-05-03 2013-08-07 中国铁建重工集团有限公司 Material hoisting device for tunnel boring machine
JP2014055509A (en) * 2013-12-20 2014-03-27 Kajima Corp Construction method for shield tunnel
CN109057810A (en) * 2018-08-30 2018-12-21 中国水利水电第十四工程局有限公司 A kind of shield sky pushes away construction method and auxiliary device by Tunneling by mining method
CN110453543A (en) * 2019-08-19 2019-11-15 中铁隧道局集团有限公司 Track transportation rail system in " a hole two-shipper " TBM tunneling construction hole
JP2020148043A (en) * 2019-03-14 2020-09-17 大成建設株式会社 Material transportation system and lift device
JP2021095808A (en) * 2019-12-19 2021-06-24 東光産業株式会社 Heavy member lifting movement mechanism, lifting movement method for the same, guide jig used for the lifting movement mechanism, and support beam mounting method using the guide jig

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103410531B (en) * 2013-08-19 2015-12-23 中国铁建重工集团有限公司 For the section of jurisdiction transporting device of shield tunnel

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07139299A (en) * 1993-11-19 1995-05-30 Daiho Constr Co Ltd Device for transporting tunnel-constructing material
JPH11182199A (en) * 1997-12-18 1999-07-06 Ohbayashi Corp Underground working facility in rear of shield machine

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07139299A (en) * 1993-11-19 1995-05-30 Daiho Constr Co Ltd Device for transporting tunnel-constructing material
JPH11182199A (en) * 1997-12-18 1999-07-06 Ohbayashi Corp Underground working facility in rear of shield machine

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103233752A (en) * 2013-05-03 2013-08-07 中国铁建重工集团有限公司 Material hoisting device for tunnel boring machine
JP2014055509A (en) * 2013-12-20 2014-03-27 Kajima Corp Construction method for shield tunnel
CN109057810A (en) * 2018-08-30 2018-12-21 中国水利水电第十四工程局有限公司 A kind of shield sky pushes away construction method and auxiliary device by Tunneling by mining method
CN109057810B (en) * 2018-08-30 2023-08-22 中国水利水电第十四工程局有限公司 Construction method and auxiliary device for shield air-pushing through mine tunnel
JP2020148043A (en) * 2019-03-14 2020-09-17 大成建設株式会社 Material transportation system and lift device
JP7231151B2 (en) 2019-03-14 2023-03-01 大成建設株式会社 material transportation system
CN110453543A (en) * 2019-08-19 2019-11-15 中铁隧道局集团有限公司 Track transportation rail system in " a hole two-shipper " TBM tunneling construction hole
JP2021095808A (en) * 2019-12-19 2021-06-24 東光産業株式会社 Heavy member lifting movement mechanism, lifting movement method for the same, guide jig used for the lifting movement mechanism, and support beam mounting method using the guide jig
JP7315451B2 (en) 2019-12-19 2023-07-26 東光産業株式会社 Lifting and moving mechanism for heavy members and method for lifting and moving the same

Also Published As

Publication number Publication date
JP4723469B2 (en) 2011-07-13

Similar Documents

Publication Publication Date Title
JP4723469B2 (en) Underground work equipment behind the shield machine
TWI610867B (en) Ceilling installation type article transport facility
JP5793062B2 (en) Tunnel construction apparatus and tunnel construction method
JP4765119B2 (en) Tunnel material transport method and transport device
JP2017115316A (en) Shield tunnel inside construction method
JP2014043702A (en) Pier for concrete placing
JP2007002439A (en) Segment feeder and feeding method
CN110173284B (en) Material conveying system on top of development machine
CN110318789B (en) Shield segment conveying device and conveying method
TW201801038A (en) Transportation system and car for a transportation system
JP2922500B1 (en) Conveyor truck for shield machine components
CN109533847B (en) A transport machine for upper and lower track of entry driving machine skip
JP2007223741A (en) Work conveying device
JP4669378B2 (en) Transport cart for transporting portal cranes
JP2020122359A (en) Floor slab erection system, additional floor slab installation method, and floor slab removing method
JP6574575B2 (en) Pipe transport device and pipe connection method in a mine
JP4686777B2 (en) Segment and road surface parts conveying apparatus and conveying method
JP4392609B2 (en) Tunnel material transport equipment
JP4341253B2 (en) Segment feeder
JP3320885B2 (en) Segment loading device
JP3689165B2 (en) Material and material transport structure for uplift excavation
JP2013212888A (en) Container terminal and method of controlling the same
JP4823040B2 (en) Segment transport system
JP2004204537A (en) Underground carrying-in device
JP2001329800A (en) Method for supplying segment in laying gas pipe

Legal Events

Date Code Title Description
A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20090527

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20090527

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20090703

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20090811

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090811

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110307

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20110405

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20110407

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140415

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250