JPS6367000B2 - - Google Patents

Info

Publication number
JPS6367000B2
JPS6367000B2 JP58142876A JP14287683A JPS6367000B2 JP S6367000 B2 JPS6367000 B2 JP S6367000B2 JP 58142876 A JP58142876 A JP 58142876A JP 14287683 A JP14287683 A JP 14287683A JP S6367000 B2 JPS6367000 B2 JP S6367000B2
Authority
JP
Japan
Prior art keywords
track
transport vehicle
return
outbound
tunnel
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.)
Expired
Application number
JP58142876A
Other languages
Japanese (ja)
Other versions
JPS6034000A (en
Inventor
Takehisa Fujita
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP58142876A priority Critical patent/JPS6034000A/en
Publication of JPS6034000A publication Critical patent/JPS6034000A/en
Publication of JPS6367000B2 publication Critical patent/JPS6367000B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Lining And Supports For Tunnels (AREA)

Description

【発明の詳細な説明】 この発明は、トンネル施工にともなう機材、作
業者の搬入及び掘削ずり、作業者の搬出方法に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for transporting equipment, workers, excavation shears, and workers for tunnel construction.

従来、トンネルの施工にともないトンネル入口
から切羽付近に機材の搬入及び作業者を運搬し、
また、切羽から供給される掘削ずりをトンネル入
口に向け搬出及び作業者を運搬するには、トンネ
ル入口から切羽付近迄線路を設け、そして運搬車
を走行させながら行なうようになつている。
Traditionally, when constructing a tunnel, equipment was brought in from the tunnel entrance to the vicinity of the face, and workers were transported.
In addition, in order to carry out the excavation shear supplied from the tunnel face toward the tunnel entrance and to transport the workers, a track is provided from the tunnel entrance to the vicinity of the face, and the work is carried out while a transport vehicle is running.

このような方式によると、線路の途中に設けて
ある待避線路の運搬車が切羽に到着する迄ずりの
積み込みができないので、連続運転によるずりの
搬出ができず、著しく能率が低下する。
According to such a system, the shear cannot be loaded until the transport vehicle on the shunt track provided in the middle of the track reaches the face, so the shear cannot be carried out by continuous operation, resulting in a significant drop in efficiency.

また、切羽に機材を搬入して取卸したのち、待
避線路に空に運搬車を乗り入れる迄、切羽に次の
機材を搬入することができない問題があつた。
Another problem was that after the equipment had been brought into the working face and unloaded, it was not possible to bring the next piece of equipment into the working face until the transport vehicle was loaded onto the shunt track.

この発明は、連続的にずりを搬送し、また能率
よく機材を搬入するようにして、上述の問題を解
消することを目的としている。
The present invention aims to solve the above-mentioned problems by continuously transporting shear and efficiently transporting equipment.

この発明は、トンネルの入口から切羽迄一本の
無端ベルトにより往路と復路とを構成すると共
に、トンネル外と切羽迄の上記往路及び復路にそ
れぞれ軌道を設けて、往路側軌道の機材及び作業
者輸送用の運搬車を往路のベルトを利用して切羽
迄走行させ、かつ復路側軌道の運搬車を復路のベ
ルトを利用してトンネル外迄走行させ、切羽側及
びトンネル外にあつては、往路側軌道から復路側
軌道に、復路側軌道から往路側軌道に運搬車を移
らせるようにしたトンネル施工用搬入搬出方法を
提供する。
This invention consists of a single endless belt from the entrance of the tunnel to the face, and a track is provided on each of the above-mentioned outward and return routes from outside the tunnel to the face, so that equipment and workers on the track on the outward route are provided with tracks. The transport vehicle is driven to the tunnel face using the belt on the outward journey, and the transport vehicle on the return track is driven to the outside of the tunnel using the belt on the return journey. To provide a carrying-in/unloading method for tunnel construction in which a transport vehicle is moved from a side track to a return track and from a return track to an outbound track.

以下、この発明の実施例を添付図面に基づいて
説明する。
Embodiments of the present invention will be described below with reference to the accompanying drawings.

図において、Aはトンネルであつて、このトン
ネルA内の切羽の手前から屋外迄の間には、一本
の無端ベルトにより左右二条の並行する往路1と
復路2とを構成するベルトコンベヤ3が設けられ
ている。
In the figure, A is a tunnel, and between the front of the face in the tunnel A and the outside, there is a belt conveyor 3 that constitutes two parallel outbound routes 1 and 2 on the left and right using one endless belt. It is provided.

上記のベルトコンベヤ3は、往路1のヘツドプ
ーリ4により反転したベルトを対の垂直ガイドプ
ーリ5で反転屈曲させながら復路2のテールプー
リ6に、又復路2のヘツドプーリ7により反転し
たベルトを対の垂直ガイドプーリ5で反転屈曲さ
せながら往路1のテールプーリ9にそれぞれ導く
ようになつている。
The belt conveyor 3 described above is configured such that the belt reversed by the head pulley 4 on the outward path 1 is reversely bent by a pair of vertical guide pulleys 5 and then transferred to the tail pulley 6 on the backward path 2, and the belt reversed by the head pulley 7 on the backward path 2 is transferred to the pair of vertical guide pulleys 5. While being reversely bent by the pulley 5, they are each guided to the tail pulley 9 on the outward path 1.

また、往路1及び復路2には、それぞれ軌道1
0,11が設けられている。
Also, for the outbound trip 1 and return trip 2, track 1 is provided, respectively.
0 and 11 are provided.

上記の軌道10,11は、往路1及び復路2の
両側に敷設した二条のレールにより形成してい
る。
The above-mentioned tracks 10 and 11 are formed by two rails laid on both sides of the outbound route 1 and the return route 2.

さらに、上記の軌道10,11には、運搬車B
が乗り込んでいる。
Furthermore, on the above-mentioned tracks 10 and 11, a transport vehicle B
is on board.

また、コンベヤ3の切羽側にトラバース軌道1
2を設けると共に、このトラバース軌道12に載
せた進退台車13には、上記進退台車13の進退
走行にともない軌道10,11の端に端を合致さ
せる軌道14が設けられている。
In addition, a traverse track 1 is placed on the face side of the conveyor 3.
2, and the reciprocating cart 13 placed on the traverse track 12 is provided with a track 14 whose end coincides with the ends of the tracks 10 and 11 as the reciprocating cart 13 moves forward and backward.

上記進退台車13の進退は、図示の場合対のス
プロケツト15,16間にチエン17をかけ渡し
て、このチエン17に連結部材18を介して進退
台車13を固定し、そしてモーター19の運転に
よりチエン17を走行させながら進退台車13を
走行させるようにしたが、その他の方法であつて
もよい。
In the case shown in the figure, the advancing and retracting carriage 13 is moved forward and backward by extending a chain 17 between the pair of sprockets 15 and 16, fixing the advancing and retracting carriage 13 to this chain 17 via a connecting member 18, and driving the motor 19. In this embodiment, the reciprocating cart 13 is moved while the moving carriage 17 is moved, but other methods may be used.

さらに、軌道11の屋外に位置する運搬車B
は、軌道10に乗り移れるようになつている。
Furthermore, transport vehicle B located outdoors on track 11
is now able to transfer to orbit 10.

上記の乗り移りは、図示の場合軌道10,11
を連結する連結軌道20により行なつたが、上述
と同様にトラバース軌道上の進退台車を用いて行
なつてもよい。
The above transfer is on tracks 10 and 11 in the case shown.
Although this was carried out using the connecting track 20 that connects the traverse tracks, it may also be carried out using a reciprocating cart on a traverse track in the same way as described above.

また、各運搬車Bには、往路1及び復路2のベ
ルトと接触して上記運搬車Bを走行させる加圧装
置Cが設けられている。
Further, each carrier B is provided with a pressurizing device C that makes the carrier B travel by contacting the belts on the outward route 1 and the return route 2.

上記の加圧装置Cは、図示の場合運搬車Bの下
側にリンク21を介して昇降する重錘板22を設
けると共に、往路1及び復路2に運搬車Bを押し
込むことにより重錘板22が押し上げられて、往
路1及び復路2のベルト上面に上記重錘板22を
自重により圧接するようになつている。
In the case shown in the figure, the above-mentioned pressurizing device C is provided with a weight plate 22 that moves up and down via a link 21 on the lower side of the transport vehicle B, and by pushing the transport vehicle B into the outward route 1 and return route 2, the weight plate 22 is is pushed up, and the weight plate 22 is brought into pressure contact with the upper surface of the belt on the forward path 1 and the backward path 2 by its own weight.

なお、復路2のベルトは、掘削ずりの積載に効
果的なトラ角を有している。
Note that the belt on the return route 2 has a tiger angle that is effective for loading excavated shear.

図中23は復路2のヘツドから搬出される掘削
ずりを搬送するベルトコンベヤである。24はト
ラバース軌道12と往路1のヘツド及び復路2の
テールを据え付けた移動ユニツトで、切羽の進行
にともないベルトコンベヤ3のベルトを継ぎ足し
て切羽に向け上記移動ユニツト24を移動させる
ようになつている。
In the figure, reference numeral 23 is a belt conveyor that conveys the excavated waste carried out from the head on the return route 2. Reference numeral 24 denotes a moving unit on which the traverse track 12, the head of the outgoing path 1, and the tail of the returning path 2 are installed, and as the face advances, the belt of the belt conveyor 3 is added to move the moving unit 24 toward the face. .

次に、この発明に係る搬入搬出方法を説明する
と、切羽の掘削ずりは、切羽コンベヤ25から復
路2のテールに供給され、そして上記復路2のヘ
ツドからベルトコンベヤ23に転送される。
Next, the carrying-in/carrying-out method according to the present invention will be described. Excavated waste on the face is supplied from the face conveyor 25 to the tail of the returning route 2, and then transferred from the head of the returning route 2 to the belt conveyor 23.

また、切羽に作業者或は機材を運搬する場合
は、まず軌道10上の運搬車Bに作業者或は機材
Dを載せたのち、往路1のテール上に運搬車Bを
押し込む。
In addition, when transporting workers or equipment to the face, first load the workers or equipment D onto the transport vehicle B on the track 10, and then push the transport vehicle B onto the tail of the outward route 1.

上記の押し込みは、人力或は運搬車Bに走行す
るチエンのフツク(図示省略)を係合させて行な
う。
The above-mentioned pushing is performed by human power or by engaging the hook (not shown) of a chain running on the transport vehicle B.

上記往路1に運搬車Bの押し込みにともない、
往路1のベルトにより重錘板22を押し上げると
共に、上記往路1のベルト上に重錘板22が乗り
込むので、自重によりベルトに重錘板22を圧接
する。
As transport vehicle B was pushed onto the above outward route 1,
The weight plate 22 is pushed up by the belt on the outward path 1, and the weight plate 22 rides on the belt on the outward path 1, so that the weight plate 22 is pressed against the belt by its own weight.

このため、往路1の軌道10上で運搬車Bが走
行する。
Therefore, the transport vehicle B travels on the track 10 on the outward route 1.

上記往路1のヘツドに運搬車Bが到達すると、
軌道10から進退台車13の軌道14に運搬車B
が乗り移り、ストツパー26により停止する。上
記停止した運搬車B上の機材Dは、取り卸され
る。
When the transport vehicle B reaches the head of the above-mentioned outward route 1,
Transport vehicle B is moved from track 10 to track 14 of advancing/retracting truck 13.
is transferred and stopped by the stopper 26. The equipment D on the stopped transport vehicle B is removed.

その後に、軌道11と軌道14とが合致するよ
うに進退台車Bを前進させて停止したのち、軌道
14から軌道11に向け運搬車Bを押し込む(こ
の押し込みは、人力或は図示のように進退台車1
3上のローラコンベヤ27をドライブして行な
う)と、上述と同様に復路2のベルトに重錘板2
2が圧接するので、上記往路2の軌道11上で運
搬車Bを走行させながらトンネルA外に運搬車B
が送り出される。
After that, the advancing/retracting cart B is advanced so that the tracks 11 and 14 match, and then stopped, and then the transport vehicle B is pushed from the track 14 toward the track 11 (this pushing may be done manually or by advancing/retracting as shown). Trolley 1
3), and the weight plate 2 is attached to the belt on the return trip 2 in the same way as described above.
2 are in pressure contact with each other, so while the transport vehicle B is running on the track 11 of the above-mentioned outward route 2, the transport vehicle B is moved out of the tunnel A.
is sent out.

なお、トンネルA外に運搬車Bを送り出す場
合、復路2へのずりの供給をストツプする。
Note that when transport vehicle B is sent out of tunnel A, the supply of shear to return route 2 is stopped.

また、切羽からトンネルA外に作業者を運搬す
る場合復路2を利用して走行させる運搬車Bを用
いる。
Further, when transporting a worker from the face to the outside of the tunnel A, a transport vehicle B is used, which is driven using the return route 2.

なお、軌道10上の運搬車Bを受け入れると
き、進退台車13を後退させて軌道10,14の
端を合致させておく。
In addition, when receiving the transport vehicle B on the track 10, the advancing/retracting cart 13 is moved backward so that the ends of the tracks 10 and 14 are aligned.

以上のように、この発明に係るトンネル施工用
搬入搬出方法によれば、トンネルの切羽からトン
ネル外に一本の無端ベルトにより左右二条の並行
する往路と復路とを構成すると共に、この往路と
復路とにそれぞれ軌道を設け、軌道上の運搬車を
往路のテールに押し込んで往路のベルトに上記運
搬車に設けてある加圧装置を圧接して切羽に向け
運搬車を走行させ、切羽に運搬車が到達するとト
ラバース軌道上の進退台車に運搬車を受け入れ、
そして作業者或は機材を卸し、またトラバース軌
道上の空の運搬車は、進退台車を前進させて進退
台車の軌道と復路の軌道とを合致させ、その後に
復路に運搬車を押し込むと上記復路を利用してト
ンネル外に運搬車を送り出すことができるので、
運搬車を一々牽引しないでコンベヤの運転により
ずりを連続搬出したり、往路と復路とを利用して
運搬車を走行させながら、切羽に作業者及び機材
を搬入したり、トンネル外に作業者を能率よく搬
出することができる。
As described above, according to the carrying-in/unloading method for tunnel construction according to the present invention, one endless belt extends from the face of the tunnel to the outside of the tunnel to form two parallel outgoing and returning paths on the left and right, and the outgoing path and the incoming path. A track is provided at each end, and the carrier vehicle on the track is pushed into the tail of the outward route, and the pressure device installed on the carrier vehicle is pressed against the belt of the outward route, and the carrier vehicle is run toward the face. When it arrives, the transport vehicle is accepted by the advance/retreat truck on the traverse track,
Then, when unloading workers or equipment, or when an empty transport vehicle is on the traverse track, advance the retractable cart to match the trajectory of the retractable cart with the trajectory of the return route, and then push the transport vehicle onto the return route to use the return route. The vehicle can be sent out of the tunnel by
It is possible to transport shedding continuously by driving a conveyor without towing the transport vehicle one by one, to transport workers and equipment to the face while driving the transport vehicle on the outbound and return journeys, or to transport workers outside the tunnel. It can be carried out efficiently.

また、往路及び復路の軌道に運搬車上の荷重を
受けるので、往路及び復路のベルトコンベヤに無
理な力が作用しない。
Further, since the load on the transport vehicle is received by the track on the outward and return trips, no unreasonable force is applied to the belt conveyor on the outward and return trips.

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

図面は、この発明の実施例を示すもので、第1
図は横断平面図、第2図は同縦断側面図、第3図
は運搬車の拡大側面図、第4図は同縦断正面図、
第5図は加圧装置の一部切欠側面図、第6図はト
ラバース軌道上の進退台車を示す拡大側面図、第
7図は同一部切欠正面図である。 A……トンネル、B……運搬車、C……加圧装
置、D……機材、1……往路、2……復路、3…
…ベルトコンベヤ、4……ヘツドプーリ、5……
垂直ガイドプーリ、6……テールプーリ、7……
ヘツドプーリ、9……テールプーリ、10……軌
道、11……軌道、12……トラバース軌道、1
3……進退台車、14……軌道、15,16……
スプケツト、17……チエン、18……連結部
材、19……モーター、20……連結軌道、21
……リンク、22……重錘板、23……ベルトコ
ンベヤ。
The drawings show embodiments of the invention.
The figure is a cross-sectional plan view, Figure 2 is a longitudinal side view of the same, Figure 3 is an enlarged side view of the carrier, and Figure 4 is a longitudinal front view of the same.
FIG. 5 is a partially cutaway side view of the pressurizing device, FIG. 6 is an enlarged side view showing the advancing and retracting cart on the traverse track, and FIG. 7 is a partially cutaway front view of the same. A...Tunnel, B...Transportation vehicle, C...Pressure device, D...Equipment, 1...Outward trip, 2...Return trip, 3...
...Belt conveyor, 4...Head pulley, 5...
Vertical guide pulley, 6...Tail pulley, 7...
Head pulley, 9... Tail pulley, 10... Orbit, 11... Orbit, 12... Traverse orbit, 1
3... Advance/retreat trolley, 14... Track, 15, 16...
Sprocket, 17... Chain, 18... Connection member, 19... Motor, 20... Connection track, 21
... Link, 22 ... Weight board, 23 ... Belt conveyor.

Claims (1)

【特許請求の範囲】[Claims] 1 トンネルの入口から切羽に向け一本の無端ベ
ルトにより左右に往路と復路とを並行させて設け
たベルトコンベヤと、上記往路と復路とにそれぞ
れ作業者及び機材の輸送用運搬車が載るよう設け
た軌道と、各運搬車に往路及び復路のベルトを加
圧するよう設けた加圧装置と、切羽側に設けたト
ラバース軌道と、このトラバース軌道上の進退台
車に上記軌道上から運搬車が乗り移るよう設けた
軌道と、トンネル外に復路の軌道から往路軌道に
運搬車を移す装置とから成り、復路によりトンネ
ル外に切羽の掘削ずりを搬送し、また、往路のテ
ールに運搬車を押し込んで上記往路のベルト加圧
装置との圧接により往路のヘツドに運搬車を走行
させながら進退台車の軌道上に運搬車を乗り入れ
ると共に、作業者、機材を卸したのち、進退台車
の前進停止後復路に運搬車を押し込んで上記復路
のベルトと加圧装置との圧接によりトンネル外に
運搬車を走行させ、復路の軌道から往路の軌道に
上記運搬車を移すようにしたトンネル施工用搬入
搬出方法。
1. A belt conveyor with a single endless belt extending from the entrance of the tunnel to the face, parallel to the outbound and return routes on the left and right, and a belt conveyor installed so that vehicles for transporting workers and equipment can be carried on the outbound and return routes, respectively. a pressurizing device installed on each transport vehicle to pressurize the belts on the outbound and return journeys, a traverse track provided on the face side, and a reciprocating truck on the traverse track so that the transport vehicle can transfer from the above track to the retractable bogie. It consists of a set track and a device that transfers the transport vehicle from the return track outside the tunnel to the outbound track, and transports the excavated shear of the face out of the tunnel on the return journey, and also pushes the transport vehicle into the tail of the outward journey to transfer the transport vehicle to the outbound track. The transport vehicle is driven onto the track of the advancing/retracting trolley while being pressed against the belt pressurizing device on the outbound route, and after unloading the workers and equipment, the advancing/retracting trolley is stopped moving forward and the transport vehicle is moved on the return route. A method for carrying in and carrying out tunnel construction, in which the transport vehicle is driven outside the tunnel by pressing the belt on the return journey and the pressure device, and the transport vehicle is transferred from the track on the return journey to the track on the outbound journey.
JP58142876A 1983-08-03 1983-08-03 Feed-in and feed-out method for construcing tunnel Granted JPS6034000A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58142876A JPS6034000A (en) 1983-08-03 1983-08-03 Feed-in and feed-out method for construcing tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58142876A JPS6034000A (en) 1983-08-03 1983-08-03 Feed-in and feed-out method for construcing tunnel

Publications (2)

Publication Number Publication Date
JPS6034000A JPS6034000A (en) 1985-02-21
JPS6367000B2 true JPS6367000B2 (en) 1988-12-22

Family

ID=15325646

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58142876A Granted JPS6034000A (en) 1983-08-03 1983-08-03 Feed-in and feed-out method for construcing tunnel

Country Status (1)

Country Link
JP (1) JPS6034000A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2691645B2 (en) * 1991-02-22 1997-12-17 株式会社フジタ Slipper carry-out device for tunnel excavation work
JP4759695B2 (en) * 2001-07-05 2011-08-31 株式会社間組 Shield method
JP6147991B2 (en) * 2012-11-13 2017-06-14 東急建設株式会社 Segment cart transfer device and transfer method

Also Published As

Publication number Publication date
JPS6034000A (en) 1985-02-21

Similar Documents

Publication Publication Date Title
US11541916B2 (en) Sleeper transport vehicle
JPH0424273B2 (en)
US12338582B2 (en) Transfer car for sleepers and the associated railway vehicle
CZ283939B6 (en) Wagon for loading loose material
JPS5831815A (en) Load conveyor
JPS6034000A (en) Feed-in and feed-out method for construcing tunnel
JPH0474241B2 (en)
JP3008220B2 (en) Vehicle assembly equipment
JP2880090B2 (en) Mobile transfer method
JPH108402A (en) Track running device
CN220264153U (en) Car roof transports frame
RU2489299C2 (en) Vehicle production line
JPH0676134B2 (en) Sorting carrier
JP3437076B2 (en) Double-structure sliding carriage
JP2640277B2 (en) Transfer equipment between stations
JPH0259278B2 (en)
JPS602037Y2 (en) Transport vehicle transfer route up/down switching device
JPH0640284Y2 (en) Car carrier
JPS637363Y2 (en)
SU582410A1 (en) Equipment-transporting device
SU883520A1 (en) Mobile transfer conveyer
SU1691189A1 (en) Device for transfer of rail vehicle from one line to other parallel one
JPH07277409A (en) Carrier
JP2000213287A (en) Excavation waste removal method for tunnel excavation
JPS6313864B2 (en)