JPH08232600A - Muck conveying method - Google Patents

Muck conveying method

Info

Publication number
JPH08232600A
JPH08232600A JP3543195A JP3543195A JPH08232600A JP H08232600 A JPH08232600 A JP H08232600A JP 3543195 A JP3543195 A JP 3543195A JP 3543195 A JP3543195 A JP 3543195A JP H08232600 A JPH08232600 A JP H08232600A
Authority
JP
Japan
Prior art keywords
muck
tunnel
conveyor
crusher
loader
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.)
Pending
Application number
JP3543195A
Other languages
Japanese (ja)
Inventor
Masayoshi Ito
正義 伊東
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.)
Furukawa Co Ltd
Original Assignee
Furukawa 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 Furukawa Co Ltd filed Critical Furukawa Co Ltd
Priority to JP3543195A priority Critical patent/JPH08232600A/en
Publication of JPH08232600A publication Critical patent/JPH08232600A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To facilitate muck-loading work and eliminate the need for a dumping car for muck delivery and reduce the danger of accidental hazards and protect a working environment from being damaged by the generation of dust and dirt or exhaust air. CONSTITUTION: In a tunnel excavation work, muck 14 of a cutting face 12 produced by blast is supplied to a movable crusher 3 with a turning type shovel loader 2. After the muck 14 is crushed into a specified size with the movable crusher 3, it is conveyed to a belt conveyer 6 and delivered outside. The turning type shovel loader 2 is capable of supplying the muck 14 to the movable crusher 3 if the muck 14 is ladled in a shovel 24 at the cutting face 12 side and turned.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、トンネル掘削工事にお
いて発生するずりをトンネル外へ搬送する方法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for transporting shear generated in tunnel excavation work outside a tunnel.

【0002】[0002]

【従来の技術】トンネル掘削工事で切羽の岩石を発破し
て掘進する場合、発破により生じた切羽のずりをトンネ
ルの外へ搬送する必要がある。トンネル掘削工事では、
一般に、まず図4(A)に示すように、トンネル1の切
羽12にさく孔機13で発破孔11をさく孔し、爆薬を
装填して発破する。
2. Description of the Related Art When a rock face is blasted to excavate in a tunnel excavation work, it is necessary to convey the shear of the face face caused by the blast to the outside of the tunnel. In tunnel excavation work,
Generally, as shown in FIG. 4 (A), first, a blasting hole 11 is punched by a punching machine 13 in a facet 12 of a tunnel 1, and explosive is loaded and blasted.

【0003】次に図4(B)に示すように、発破で生じ
たずり14をショベルローダ15でダンプトラック16
に積み込み、トンネル外へ搬送する。ずり搬出後、図4
(C)に示すように、掘進した切羽の天盤にコンクリー
ト吹付機17でコンクリートの一次吹付けを行い、後方
で支保工18を建て込み、覆工コンクリート19を打設
する。
Next, as shown in FIG. 4 (B), a shovel loader 15 is used to dump a dump truck 16 into the shear 14 generated by blasting.
It will be loaded onto and transported outside the tunnel. Fig. 4 after slide-out
As shown in (C), the concrete spraying machine 17 carries out primary spraying of concrete on the roof of the excavated face, and the support 18 is built in the rear and the lining concrete 19 is placed.

【0004】[0004]

【発明が解決しようとする課題】上記の如き従来のトン
ネル掘削工事では、ダンプトラック16へのずりの積み
込みをショベルローダ15で行っているため、オペレー
タが積み込みの都度操向ハンドルを操作してショベルロ
ーダ15を方向転換させる必要があり能率が悪い。ま
た、ずり搬出のため狭隘なトンネル1内をダンプトラッ
ク16が頻繁に往復するため、事故の危険性が大であ
り、また、粉塵が発生し、排気ガスが空気を汚染するた
め作業環境が悪化する。更に、トンネル長が長くなると
ダンプトラック16の輸送コストが増大するという問題
がある。
In the conventional tunnel excavation work as described above, since the shovel loader 15 is used to load the dump truck 16, the operator operates the steering handle each time the load is loaded. It is necessary to change the direction of the loader 15, which is inefficient. In addition, since the dump truck 16 frequently reciprocates in the narrow tunnel 1 due to the slip-out, there is a high risk of an accident, and dust is generated, and the exhaust gas pollutes the air, which deteriorates the working environment. To do. Further, there is a problem that the transport cost of the dump truck 16 increases as the tunnel length increases.

【0005】本発明は、トンネル掘削工事のずり搬送に
おける上記問題を解決するものであって、ずり積み込み
の際にショベルローダ15を操向操作して方向転換させ
る必要がなく積み込み作業が容易となり、また、ずり搬
出にダンプトラック16を使用する必要がなく、事故の
危険性を低減し、粉塵や排気ガスの発生による作業環境
の悪化を防止し、輸送コストが低廉で能率的なずり搬送
方法を提供することを目的とする。
The present invention solves the above-mentioned problems in the shear transportation of tunnel excavation work, and the shovel loader 15 does not need to be steered to change the direction during the shear loading, and the loading operation becomes easy. Further, it is not necessary to use the dump truck 16 for carrying out the sludge, the risk of accident is reduced, the working environment is prevented from being deteriorated due to the generation of dust or exhaust gas, and the transportation cost is low and the efficient shear transportation method is provided. The purpose is to provide.

【0006】[0006]

【課題を解決するための手段】本発明では、トンネル掘
削工事において、発破により生じた切羽のずりを旋回式
ショベルローダで移動式破砕機に供給し、移動式破砕機
で所定粒度に破砕した後ベルトコンベヤへ移送してトン
ネル外へ搬出することにより上記課題を解決している。
According to the present invention, in tunnel excavation work, after a shaving of a face produced by blasting is supplied to a mobile crusher by a swivel excavator loader and crushed to a predetermined particle size by the mobile crusher. The above problem is solved by transferring to a belt conveyor and carrying it out of the tunnel.

【0007】[0007]

【作用】発破により生じた切羽のずりは旋回式ショベル
ローダで移動式破砕機に供給する。このとき、旋回式シ
ョベルローダは、切羽側でショベルにずりを掬い込み、
上部旋回体を旋回させれば、後段の移動式破砕機に供給
できるので、操向操作して方向転換させる必要がなく積
み込み作業が容易となる。
[Operation] The shearing of the cutting face generated by the blasting is supplied to the mobile crusher by the turning type shovel loader. At this time, the swivel excavator loader scoops the shovel on the face side,
When the upper revolving structure is revolved, it can be supplied to the mobile crusher in the subsequent stage, so that it is not necessary to steer and change the direction, and the loading operation becomes easy.

【0008】移動式破砕機ではずりを所定粒度に破砕し
た後 ベルトコンベヤへ移送する。ずりはベルトコンベ
ヤで搬送可能な粒度に破砕されているので、支障なくト
ンネル外へ搬出される。ずり搬出にダンプトラックを使
用しないので、事故の危険性が少なく、粉塵や排気ガス
の発生による作業環境の悪化が防止される。
The mobile crusher crushes the slip to a predetermined particle size and then transfers it to a belt conveyor. The shear is crushed to a particle size that can be conveyed by a belt conveyor, so it can be carried out of the tunnel without any problems. Since a dump truck is not used to carry out the skid, the risk of accidents is low and the deterioration of the work environment due to the generation of dust and exhaust gas is prevented.

【0009】[0009]

【実施例】図1は本発明の一実施例であるずり搬送方法
の説明図、図2は旋回式ショベルローダの側面図、図3
は移動式破砕機の側面図である。本実施例では、トンネ
ル1内に切羽12側から旋回式ショベルローダ2、移動
式破砕機3、中継コンベヤ装置5、ベルトコンベヤ6が
順次配置されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is an explanatory view of a shear conveying method according to an embodiment of the present invention, FIG. 2 is a side view of a swivel excavator loader, and FIG.
[Fig. 3] is a side view of the mobile crusher. In this embodiment, a swivel excavator loader 2, a mobile crusher 3, a relay conveyor device 5, and a belt conveyor 6 are sequentially arranged in the tunnel 1 from the face 12 side.

【0010】旋回式ショベルローダ2は電動式で、下部
走行体21上に、旋回環23を介して上部旋回体22を
設け、この上部旋回体22の前部に、起伏するブーム2
5及びアーム26が取付けられていて、ずり14を掬い
込むショベル24をアーム26の先端部で支持してい
る。下部走行体21後部には水平型リール装置27が搭
載されており、この水平型リール装置27には、電力供
給用のケーブル28が巻き取られている。
The revolving shovel loader 2 is of an electric type, and an upper revolving structure 22 is provided on a lower traveling structure 21 via a revolving ring 23, and a boom 2 undulating at the front of the upper revolving structure 22.
5 and an arm 26 are attached, and a shovel 24 for scooping the slide 14 is supported by the tip of the arm 26. A horizontal reel device 27 is mounted on the rear portion of the lower traveling body 21, and a cable 28 for power supply is wound around the horizontal reel device 27.

【0011】移動式破砕機3は、走行台車32上にチェ
ンコンベヤ33と、クラッシャ34と、旋回コンベヤ3
5とを備えている。チェンコンベヤ33は、その後部が
走行台車32上の支持フレーム31に枢支されており、
チェンコンベヤ33と支持フレーム31との間に設けた
傾動シリンダ36の縮伸により前後に傾動される。チェ
ンコンベヤ3の前部にはずり14を投入するスカート3
7が取り付けられている。
The mobile crusher 3 has a chain conveyor 33, a crusher 34, and a swivel conveyor 3 on a traveling carriage 32.
5 and. The chain conveyor 33 has its rear part pivotally supported by the support frame 31 on the traveling carriage 32,
The tilt cylinder 36 provided between the chain conveyor 33 and the support frame 31 is tilted back and forth by contraction and extension. Skirt 3 for inserting the slip 14 at the front of the chain conveyor 3.
7 is attached.

【0012】走行台車32上の支持フレーム31の後方
には、旋回フレーム39が設置されている。旋回コンベ
ヤ35は、その一端部が旋回フレーム39に枢支されて
おり、旋回フレーム39との間に設けた起伏シリンダ3
8の伸縮により起伏される。中継コンベヤ装置5は、移
動台車51上に中継コンベヤ52を搭載したものであ
り、後段の定置式のベルトコンベヤ6と、切羽の進行に
伴って前進する移動式破砕機3との間の距離に合わせ
て、任意台数が配置される。ベルトコンベヤ6と、移動
式破砕機3との間の距離が所定長より大となれば、ベル
トコンベヤ6を延長する。
A turning frame 39 is installed behind the support frame 31 on the traveling carriage 32. One end of the swivel conveyor 35 is pivotally supported by the swivel frame 39, and the undulating cylinder 3 provided between the swivel frame 39 and the swivel frame 39.
It is undulated by the expansion and contraction of 8. The relay conveyor device 5 has a relay conveyor 52 mounted on a moving carriage 51, and is provided at a distance between the stationary belt conveyor 6 in the subsequent stage and the mobile crusher 3 that advances as the face advances. In addition, an arbitrary number is arranged. When the distance between the belt conveyor 6 and the mobile crusher 3 becomes larger than a predetermined length, the belt conveyor 6 is extended.

【0013】発破により生じた切羽12のずり14は最
大径が700〜800mmあるのでそのままベルトコン
ベヤ6で搬送するには不適である。そこで、ずり搬送作
業の際には、ずり14を旋回式ショベルローダ2で移動
式破砕機3に供給する。このとき、移動式破砕機3の傾
動シリンダ36を縮小しチェンコンベヤ33を前方に傾
動させて前端を接地させておく。旋回式ショベルローダ
2は、切羽12側でショベル24にずり14を掬い込
み、上部旋回体22を旋回させて、後段の移動式破砕機
3のスカート37に供給する。スカート37の高さが低
くなっているので、投入作業は極めて容易に行うことが
できる。
The shear 14 of the cutting face 12 caused by blasting has a maximum diameter of 700 to 800 mm and is not suitable for being conveyed by the belt conveyor 6 as it is. Therefore, at the time of the shear transfer work, the shear 14 is supplied to the mobile crusher 3 by the turning type shovel loader 2. At this time, the tilting cylinder 36 of the mobile crusher 3 is contracted, the chain conveyor 33 is tilted forward, and the front end is grounded. The swivel excavator loader 2 scoops the slide 14 onto the shovel 24 on the side of the face 12, swivels the upper swing body 22, and supplies it to the skirt 37 of the mobile crusher 3 in the subsequent stage. Since the height of the skirt 37 is low, the loading operation can be performed extremely easily.

【0014】投入されたずり14は、チェンコンベヤ3
3で後方へ搬送され、クラッシャ34へ送り込まれる。
クラッシャ34ではずり14を250mm以下の粒度に
破砕した後、旋回コンベヤ35から中継コンベヤ52へ
移送する。ずり14はベルトコンベヤ6で搬送可能な粒
度に破砕されているので、中継コンベヤ52からベルト
コンベヤ6を経て支障なくトンネル外へ搬出される。ず
り搬出にダンプトラックを使用しないので、事故の危険
性が少なく、粉塵や排気ガスの発生による作業環境の悪
化が防止される。
The thrown-in shear 14 is caused by the chain conveyor 3
At 3, the sheet is conveyed rearward and sent to the crusher 34.
The crusher 34 crushes the slip 14 to a particle size of 250 mm or less, and then transfers it from the swivel conveyor 35 to the relay conveyor 52. Since the shear 14 is crushed to a particle size that can be conveyed by the belt conveyor 6, it is carried out of the relay conveyor 52 through the belt conveyor 6 to the outside of the tunnel without any trouble. Since a dump truck is not used to carry out the skid, the risk of accidents is low and the deterioration of the work environment due to the generation of dust and exhaust gas is prevented.

【0015】[0015]

【発明の効果】以上説明したように、本発明のずり搬送
方法によれば、ずり積み込みの際にショベルローダを操
向操作して方向転換させる必要がなく、旋回のみで積み
込み可能であるので、積み込み作業が容易となり、ま
た、ずり搬出にダンプトラックを使用しないので、事故
の危険性を低減し、粉塵や排気ガスの発生による作業環
境の悪化を防止できる。
As described above, according to the shearing and conveying method of the present invention, it is not necessary to steer the shovel loader to change the direction during the shear loading, and the loading can be performed only by turning. Since loading work becomes easy and a dump truck is not used for shearing, the risk of accident can be reduced and the deterioration of working environment due to generation of dust or exhaust gas can be prevented.

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

【図1】本発明の一実施例であるずり搬送方法の説明図
である。
FIG. 1 is an explanatory diagram of a shearing conveyance method which is an embodiment of the present invention.

【図2】旋回式ショベルローダの側面図である。FIG. 2 is a side view of a swivel excavator loader.

【図3】移動式破砕機の側面図である。FIG. 3 is a side view of a mobile crusher.

【図4】従来のトンネル掘削工事の作業の説明図であ
る。
FIG. 4 is an explanatory diagram of a conventional tunnel excavation work.

【符号の説明】[Explanation of symbols]

1 トンネル 2 旋回式ショベルローダ 3 移動式破砕機 5 中継コンベヤ装置 6 ベルトコンベヤ 12 切羽 14 ずり 22 上部旋回体 24 ショベル 25 ブーム 26 アーム 33 チェンコンベヤ 34 クラッシャ 35 旋回コンベヤ 52 中継コンベヤ 1 Tunnel 2 Swiveling Excavator Loader 3 Mobile Crusher 5 Relay Conveyor Device 6 Belt Conveyor 12 Face 14 Slip 22 Upper Revolving Body 24 Excavator 25 Boom 26 Arm 33 Chain Conveyor 34 Crusher 35 Swiveling Conveyor 52 Relay Conveyor

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 トンネル掘削工事において、発破により
生じた切羽のずりを旋回式ショベルローダで移動式破砕
機に供給し、移動式破砕機で所定粒度に破砕した後ベル
トコンベヤへ移送してトンネル外へ搬出することを特徴
とするずり搬送方法。
1. In tunnel excavation work, the shearing of the cutting face generated by blasting is supplied to a mobile crusher by a swivel excavator loader, crushed to a predetermined particle size by the mobile crusher, and then transferred to a belt conveyor to outside the tunnel. A method for transporting shears, characterized in that it is carried out to
JP3543195A 1995-02-23 1995-02-23 Muck conveying method Pending JPH08232600A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3543195A JPH08232600A (en) 1995-02-23 1995-02-23 Muck conveying method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3543195A JPH08232600A (en) 1995-02-23 1995-02-23 Muck conveying method

Publications (1)

Publication Number Publication Date
JPH08232600A true JPH08232600A (en) 1996-09-10

Family

ID=12441675

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3543195A Pending JPH08232600A (en) 1995-02-23 1995-02-23 Muck conveying method

Country Status (1)

Country Link
JP (1) JPH08232600A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014134030A (en) * 2013-01-10 2014-07-24 Shimizu Corp Soundproof structure of tunnel
CN111764920A (en) * 2020-07-03 2020-10-13 北京市政建设集团有限责任公司 Excavating equipment for tunnel engineering

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014134030A (en) * 2013-01-10 2014-07-24 Shimizu Corp Soundproof structure of tunnel
CN111764920A (en) * 2020-07-03 2020-10-13 北京市政建设集团有限责任公司 Excavating equipment for tunnel engineering

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