JP3302282B2 - How to prevent the fall of Mt. - Google Patents

How to prevent the fall of Mt.

Info

Publication number
JP3302282B2
JP3302282B2 JP02519197A JP2519197A JP3302282B2 JP 3302282 B2 JP3302282 B2 JP 3302282B2 JP 02519197 A JP02519197 A JP 02519197A JP 2519197 A JP2519197 A JP 2519197A JP 3302282 B2 JP3302282 B2 JP 3302282B2
Authority
JP
Japan
Prior art keywords
face
boom
man cage
fluid
holding body
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 - Fee Related
Application number
JP02519197A
Other languages
Japanese (ja)
Other versions
JPH10219690A (en
Inventor
雅雄 池田
茂 石橋
明 中島
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP02519197A priority Critical patent/JP3302282B2/en
Publication of JPH10219690A publication Critical patent/JPH10219690A/en
Application granted granted Critical
Publication of JP3302282B2 publication Critical patent/JP3302282B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Earth Drilling (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、切羽近傍での地山
を確実に押え、装薬、支保工材設置時における安全性を
さらに向上できるようにした切羽地山の崩落防止方法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for preventing collapse of a cutting face ground which can surely hold down the ground near the cutting face and further improve the safety at the time of charging and installing a supporting material.

【0002】[0002]

【従来の技術】トンネル工事における掘削の対象物は、
粘土、シルト、砂、砂利、軟岩および硬岩などと、非常
に種類が多く、また、土粒子の締り具合や水を含んだ状
態などにより、性質も著しく変化する。
2. Description of the Related Art Excavated objects in tunnel construction are:
There are very many types, such as clay, silt, sand, gravel, soft rock and hard rock, and the properties change significantly depending on the degree of compaction of soil particles and the state of containing water.

【0003】崩壊の心配のない硬岩は別として、崩壊性
の地質を対象とした掘削工事では、ドリルジャンボなど
の掘削重機による削孔作業後、切羽近傍での発破の装薬
や支保工材の設置作業時には人手を必要とするため、そ
の上部の切羽地山の崩落を防止し、作業員の安全を確保
する必要がある。
[0003] Apart from hard rock that is not likely to collapse, in drilling work for collapsible geology, after drilling work with a heavy drilling machine such as a drill jumbo, blasting charges and support materials near the face are cut off. Since human labor is required at the time of installation work, it is necessary to prevent collapse of the mountain face above it and to ensure the safety of workers.

【0004】この崩落を防止する方法として、従来で
は、重機のブーム先端に取付けた押え鉄板を作業位置直
上の切羽面に押し当てて切羽面を押えることによって崩
落を防止していた。
[0004] As a method of preventing the collapse, hitherto, the fall was prevented by pressing a pressing iron plate attached to the end of the boom of the heavy equipment against the face immediately above the working position to press the face.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、この崩
落防止方法にあっては、以下に述べる欠点があった。
However, this fall prevention method has the following drawbacks.

【0006】(1)切羽面が凹凸形状をしているのに対
し、押え鉄板は平面的なため、切羽地山を均等に押える
ことができず、鉄板との隙間から土砂の崩落が生じ易
い。
(1) While the face of the cutting face has an uneven shape, the pressing iron plate is flat, so that the face of the face cannot be pressed evenly, and the earth and sand easily collapse from the gap with the iron plate. .

【0007】(2)切羽崩壊防止のための重機が必要で
あり、狭いトンネル内で大型重機同士が輻輳するため、
作業効率が低下する。例えばドリルジャンボなどで掘削
した後、ドリルジャンボを後退させ、高所作業用重機を
前進させるなど、重機の入替え作業が必要となり、この
作業には相当な時間および手間をとられてしまうなどの
欠点があった。
(2) Heavy equipment is required to prevent face collapse, and large heavy equipment is congested in a narrow tunnel.
Work efficiency decreases. For example, after drilling with a drill jumbo, it is necessary to replace the heavy equipment such as retreating the drill jumbo and moving the heavy equipment for working at heights, and this work takes considerable time and labor. was there.

【0008】(3)押え用鉄板は重量が大であり、形状
も大きいので、高所作業用の重機のブーム先端に対する
付け替え、取外し作業が面倒であった。
(3) Since the holding iron plate is heavy and has a large shape, it is troublesome to replace and remove the heavy machine for working at height from the end of the boom.

【0009】本発明方法は、以上の問題点を解決するも
のであって、その目的は、軽量かつ取扱いが簡単であっ
て、凹凸の著しい切羽面であっても均等な圧力で押える
ことができ、その下部の作業の安全性をさらに向上させ
るようにした切羽地山の崩壊防止方法を提供するもので
ある。
The object of the present invention is to solve the above-mentioned problems. An object of the present invention is to provide a lightweight and easy-to-handle method, which can press even a face having a large unevenness with a uniform pressure. The present invention also provides a method for preventing collapse of a cutting face mountain which further improves the safety of work at a lower portion thereof.

【0010】[0010]

【課題を解決するための手段】以上の目的を達成するた
め、第1の発明は、発破準備作業を行う前に、地盤掘削
用重機のブーム先端に取付けられたマンケージと、マン
ケージ先端部に配置された可撓性袋体からなる切羽地山
押え体とからなっており、前記ブームの伸張および角度
調整に応じて前記マンケージを切羽面の適宜位置に接近
させ、次いで前記切羽地山押え体に流体を圧送して、こ
れを膨張させ、前記切羽面の凹凸形状に沿って圧接し、
切羽面を支持することを特徴とするものである。また第
2の発明は、地盤掘削用重機のブーム先端に取付けられ
たマンケージと、マンケージ先端部に配置された可撓性
袋体からなる切羽地山押え体とからなっており、前記ブ
ームの伸張および角度調整に応じて前記マンケージを切
羽面の適宜位置に接近させ、次いで前記切羽地山押え体
に流体を圧送して、これを膨張させ、前記切羽面の凹凸
形状に沿って圧接し、作業員の直上の切羽面を支持する
ことを特徴とするものである。
SUMMARY OF THE INVENTION In order to achieve the above object, a first aspect of the present invention relates to a mangage attached to a boom tip of a heavy excavator for ground excavation, and a mancage attached to the tip end of the mancage prior to blast preparation work. And a mantle cage approaching an appropriate position on the face in accordance with the extension and angle adjustment of the boom, and then the face resting body presser. By pumping the fluid, expand it and press it along the uneven shape of the face,
It is characterized by supporting the face. Also the
The invention of 2 is attached to the end of the boom of the heavy machine for excavating ground.
Man cage and flexible located at the tip of the man cage
And a holding face body made of a bag.
Cut the man cage according to the extension and angle adjustment of the
Approach the appropriate position on the wing surface, and then press on the face
The fluid is pumped to expand the fluid, and the unevenness of the face
Pressing along the shape to support the face immediately above the worker
It is characterized by the following.

【0011】したがって、この発明では、削孔作業後、
重機に付設されたマンケージを該当する崩落防止箇所ま
で接近させ、切羽地山押え体に流体圧を加えることで、
押え体は凹凸に形状に沿って膨張し、その流体圧力によ
って切羽面を隙間なく押えることになり、確実な崩落防
止を行うことができる。
Therefore, according to the present invention, after drilling work,
By approaching the man cage attached to the heavy equipment to the corresponding collapse prevention point and applying fluid pressure to the face
The presser body expands unevenly along the shape, and presses the face face without gaps by the fluid pressure, so that it is possible to surely prevent collapse.

【0012】[0012]

【発明の実施の形態】以下、本発明の好ましい実施の形
態につき、添付図面を参照して詳細に説明する。
Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings.

【0013】図1は、本発明方法を適用したトリルジャ
ンボ1を示している。このドリルジャンボ1は、自走可
能な車体2と、車体2の先端に設けられて切羽面の削孔
を行う削孔装置としての1ないし複数の削孔用ドリフタ
ー3と、車体2の上部に上下揺動可能に支持され、かつ
伸縮可能な1ないし複数のブーム4と、各ブーム4の先
端に水平に配置されたマンケージ5とを備えている。
FIG. 1 shows a tolyl jumbo 1 to which the method of the present invention is applied. The drill jumbo 1 includes a self-propelled vehicle body 2, one or a plurality of drilling drillers 3 provided at the tip of the vehicle body 2 as a hole drilling device for drilling a face, and The vehicle includes one or a plurality of booms 4 which are supported so as to be able to swing up and down and which can expand and contract, and a man cage 5 which is horizontally arranged at the tip of each boom 4.

【0014】マンケージ5は削孔時において作業監視用
の作業員Aが配備される場所であり、デッキプレートの
周囲を手すり6で囲うことによって作業員Aの安全を確
保している。
The man cage 5 is a place where a worker A for monitoring the work is arranged at the time of drilling, and the safety of the worker A is secured by surrounding the deck plate with a handrail 6.

【0015】この手すり6の前部側には、保護板あるい
は格納箱7を介してその前面に可撓性袋体からなる地山
押え体8が配置されている。この地山押え体8は、同図
に実線に示すように、通常保護板7の前面に収縮状態に
配置されているとともに、図示しない空(油)圧ホース
に接続され、このホースを通じて押え体8の内部に空気
圧、油圧などの流体圧力を加えることで、図1の想像線
および図2に拡大して示すように、押え体8は保護板7
で後部側膨張を規制された状態なので、前部側および上
下に向けて膨張する。
On the front side of the handrail 6, a ground holding body 8 made of a flexible bag is disposed on the front surface of the handrail 6 via a protective plate or a storage box 7. As shown by a solid line in the figure, the ground holding body 8 is normally arranged in a contracted state on the front surface of the protective plate 7 and is connected to an unillustrated pneumatic (oil) pressure hose. By applying a fluid pressure such as air pressure or hydraulic pressure to the inside of the holding member 8, as shown in the imaginary line in FIG. 1 and in an enlarged manner in FIG.
In this state, the rear side expansion is restricted, so that the front side and the upper and lower sides are expanded.

【0016】図1においては、トンネル10の切羽面1
1に対する削孔用ドリフター3による削孔11aを終了
し、ドリフター3を待機位置まで後退させた状態を示し
ており、この状態で削孔11aの内部に発破の装薬を詰
込む作業を行う場合の作業手順を示している。
In FIG. 1, a face 1 of a tunnel 10 is shown.
1 shows a state in which the drilling 11a by the drilling drifter 3 with respect to No. 1 has been completed and the drifter 3 has been retracted to the standby position. In this state, the work for packing the blasting charge into the drilling hole 11a is performed. The work procedure is shown.

【0017】先ず、待機位置にあるブーム4のマンケ
ージ5に検査用作業員Aが乗込み、次いでブーム4を所
要角度まで持上げつつ伸張させ、マンケージ5を削孔1
1aの直上位置である切羽面11の近傍まで接近させ
る。作業員Aが壁面を検査し、危険個所と判定されたの
ならば、その位置でブーム4を固定する。
First, the inspection worker A gets on the man cage 5 of the boom 4 at the standby position, and then extends the boom 4 while raising it to a required angle, thereby removing the man cage 5 from the hole 1.
It is brought close to the vicinity of the face 11 which is the position directly above 1a. The worker A inspects the wall surface, and if it is determined to be a dangerous place, the boom 4 is fixed at that position.

【0018】次いで作業員Aの指示、または作業員Aの
手によりホースバルブを開け、押え体8に流体圧を加え
ることにより、収縮状態にある押え体8は各図に示すよ
うに前部側および上下に向けて膨張し、切羽面11の凹
凸に沿ってこれに密着し、流体圧に応じた押し付け力で
切羽面11を隙間なく圧着し、これによって切羽面11
の安全確保が行われる。
Subsequently, the hose valve is opened by the instruction of the worker A or the hand of the worker A, and a fluid pressure is applied to the holding body 8, so that the holding body 8 in the contracted state is moved to the front side as shown in each figure. And expands up and down, closely adheres to the uneven surface of the face 11, and presses the face 11 tightly with a pressing force corresponding to the fluid pressure.
Safety is ensured.

【0019】以上の操作により、削孔11a直上の安全
性が確認された後、発破作業員Bが該当する削孔11a
の位置に移動し、発破の装薬の装填などの発破準備作
業を行うことができる。
After the safety immediately above the drill hole 11a is confirmed by the above operation, the blasting worker B sends the corresponding drill hole 11a.
To perform the blast preparation work such as loading the blast charge.

【0020】発破準備作業完了後、作業員Bが待避位置
まで後退を確認した後、押え体8の流体を抜いて収縮さ
せ、次いでブーム4を待機位置まで後退させ、ドリル
ジャンボ自体も待避位置まで後退させれば、発破作業を
行うことができる。
After completion of the blasting preparation work, after confirming that the worker B has retreated to the retracted position, the fluid of the presser body 8 is extracted and contracted, the boom 4 is retracted to the standby position, and the drill jumbo itself is also retracted to the retracted position. By retracting, blasting work can be performed.

【0021】なお、発破準備作業のみならず、切羽近傍
での支保工材の設置組立も作業員によって行うため、こ
の設置位置直上においても前記と同様押え体8による切
羽11の支持作業を行い、安全を確保した状態で行うこ
とができる。
Since not only the blast preparation work but also the installation and assembling of the support material near the face is performed by the operator, the work of supporting the face 11 by the pressing body 8 is performed immediately above the installation position. It can be performed while safety is ensured.

【0022】なお、上記実施形態では、作業員Aがブー
ム4のマンケージ5に乗り込んだ場合について例示した
が、マンケージ5に作業員Aが乗り込むことなく、装薬
作業を遠隔操作により行うことができることはもちろん
である。
In the above embodiment, the case where the worker A gets on the man cage 5 of the boom 4 is exemplified. However, the charging operation can be performed by remote control without the worker A getting on the man cage 5. Of course.

【0023】[0023]

【発明の効果】以上の説明により明らかなように、本発
明による切羽地山の崩落防止方法にあっては、削孔作業
後、重機に付設されたマンケージを該当する崩落防止箇
所まで接近させ、切羽地山押え体に流体圧を加えること
で、押え体は凹凸に形状に沿って膨張し、その流体圧力
によって切羽面を隙間なく押えることができるため、従
来に比べて崩落面との間に隙間が生ずることがなく、そ
の直下における作業員の安全性をさらに向上できる。ま
た、掘削用のドリルジャンボなどの重機に設けたマンケ
ージを利用して切羽面を押えることができるため、掘削
作業後直ちに安全確保作業を実施でき、このため重機の
交替やこれに伴う輻輳がなく、作業を高能率に行うこと
ができる。
As is apparent from the above description, in the method for preventing the fall of the cutting face mountain according to the present invention, after drilling, the man cage attached to the heavy equipment is brought close to the corresponding fall prevention point. By applying fluid pressure to the cutting face mountain holding body, the holding body expands unevenly along the shape, and the fluid pressure can press the face face without gaps. There is no gap, and the safety of the worker directly under the gap can be further improved. In addition, since the face face can be pressed using a man cage provided on a heavy machine such as a drill jumbo for drilling, safety assurance work can be performed immediately after the excavation work, so that there is no replacement of the heavy machine and congestion associated therewith. , Work can be performed efficiently.

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

【図1】本発明方法を適用したドリルジャンボの側面図
である。
FIG. 1 is a side view of a drill jumbo to which the method of the present invention is applied.

【図2】同ドリルジャンボのマンケージを利用した安全
確保作業を示す部分拡大図である。
FIG. 2 is a partially enlarged view showing a safety assurance operation using a man cage of the drill jumbo.

【符号の説明】[Explanation of symbols]

1 ドリルジャンボ(掘削用重機) 4 ブーム 5 マンケージ 8 地山押え体 10 トンネル 11 切羽面 DESCRIPTION OF SYMBOLS 1 Drill jumbo (heavy machinery for drilling) 4 Boom 5 Man cage 8 Ground holding body 10 Tunnel 11 Face face

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭55−119900(JP,A) 特開 昭58−24031(JP,A) 実開 平4−82096(JP,U) (58)調査した分野(Int.Cl.7,DB名) E21D 9/04 E21D 9/00 E02D 17/04 E21B 7/02 ────────────────────────────────────────────────── (5) References JP-A-55-119900 (JP, A) JP-A-58-24031 (JP, A) JP-A-4-82096 (JP, U) (58) Survey Field (Int.Cl. 7 , DB name) E21D 9/04 E21D 9/00 E02D 17/04 E21B 7/02

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 発破準備作業を行う前に、地盤掘削用重
機のブーム先端に取付けられたマンケージと、マンケー
ジ先端部に配置された可撓性袋体からなる切羽地山押え
体とからなっており、前記ブームの伸張および角度調整
に応じて前記マンケージを切羽面の適宜位置に接近さ
せ、次いで前記切羽地山押え体に流体を圧送して、これ
を膨張させ、前記切羽面の凹凸形状に沿って圧接し、切
羽面を支持することを特徴とする切羽地山の崩落防止方
法。
Before the blasting preparation work, a man cage attached to the end of a boom of a heavy excavator for ground excavation and a cutting face holding body made of a flexible bag disposed at the end of the man cage are provided. In accordance with the extension and angle adjustment of the boom, the man cage is brought close to an appropriate position on the face, and then a fluid is pressure-fed to the face ground holding body to expand the fluid, and the uneven shape of the face is obtained. A method for preventing collapse of a mountain face face, comprising pressing against the face face along the face.
【請求項2】 地盤掘削用重機のブーム先端に取付けら2. A ground excavator attached to a boom tip of a heavy machine.
れたマンケージと、マンケージ先端部に配置された可撓Man cage with flexible
性袋体からなる切羽地山押え体とからなっており、前記Face holding body made of a plastic bag body,
ブームの伸張および角度調整に応じて前記マンケージをExtend the man cage according to the boom extension and angle adjustment.
切羽面の適宜位置に接近させ、次いで前記切羽地山押えApproach the appropriate position on the face, and then press on the face
体に流体を圧送して、これを膨張させ、前記切羽面の凹By pumping the fluid through the body, it expands and the concave face
凸形状に沿って圧接し、作業員の直上の切羽面を支持すPressing along the convex shape to support the face immediately above the worker
ることを特徴とする切羽地山の崩落防止方法。A method for preventing the fall of a mountain face, characterized by the following.
JP02519197A 1997-02-07 1997-02-07 How to prevent the fall of Mt. Expired - Fee Related JP3302282B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP02519197A JP3302282B2 (en) 1997-02-07 1997-02-07 How to prevent the fall of Mt.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP02519197A JP3302282B2 (en) 1997-02-07 1997-02-07 How to prevent the fall of Mt.

Publications (2)

Publication Number Publication Date
JPH10219690A JPH10219690A (en) 1998-08-18
JP3302282B2 true JP3302282B2 (en) 2002-07-15

Family

ID=12159084

Family Applications (1)

Application Number Title Priority Date Filing Date
JP02519197A Expired - Fee Related JP3302282B2 (en) 1997-02-07 1997-02-07 How to prevent the fall of Mt.

Country Status (1)

Country Link
JP (1) JP3302282B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104018785B (en) * 2014-06-26 2016-05-04 河北联合大学 A kind of mine working is helped hole jumbolter drilling machine platform
CN112031804B (en) * 2020-09-27 2022-03-04 中铁工程装备集团有限公司 Cantilever excavator and construction method thereof

Also Published As

Publication number Publication date
JPH10219690A (en) 1998-08-18

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