JPH039280B2 - - Google Patents
Info
- Publication number
- JPH039280B2 JPH039280B2 JP4390084A JP4390084A JPH039280B2 JP H039280 B2 JPH039280 B2 JP H039280B2 JP 4390084 A JP4390084 A JP 4390084A JP 4390084 A JP4390084 A JP 4390084A JP H039280 B2 JPH039280 B2 JP H039280B2
- Authority
- JP
- Japan
- Prior art keywords
- loading
- self
- face
- shear
- platforms
- 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
Links
- 238000005065 mining Methods 0.000 claims description 11
- 238000005422 blasting Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 3
- 239000003245 coal Substances 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 239000000446 fuel Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】
本発明は鉱山、トンネル工事等の切羽から鉱
石、石炭、ずり等を搬出する方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for transporting ore, coal, scraps, etc. from a face of a mine, tunnel construction, etc.
従来、上記ずり等は切羽に待機させた複数台の
ダンプトラツクにシヤベルカー等で順次積載して
坑外に搬出しているが、各ダンプトラツクの積載
のための待機時間が相当長くなり、しかも搬出走
行時間が比較的短いので搬出総所要時間に対する
待機時間の割合が多くなるために操車効率が極め
て低くなる。従つて、単位搬出量あたり必要なダ
ンプトラツクの台数が多くなり人件費、燃料代等
の経費が増大して不経済であるばかりか、総走行
時間の増加にともない車両排気ガスによる坑内の
環境汚染も増大する等の欠点があつた。 Conventionally, the above-mentioned shear and the like have been sequentially loaded onto multiple dump trucks that are parked at the face using a shovel truck, etc., and then transported out of the mine. Since the traveling time is relatively short, the ratio of waiting time to the total time required for carrying out is high, resulting in extremely low vehicle handling efficiency. Therefore, not only is it uneconomical as the number of dump trucks required per unit amount of transport increases, resulting in increased expenses such as personnel costs and fuel costs, but also environmental pollution inside the mine due to vehicle exhaust gas increases as the total travel time increases. There were disadvantages such as an increase in
また、上記の如く、ずり等を切羽から搬出する
のに相当長時間を要するため、その間次の発破採
掘作業を行うことができず発破採掘作業の待ち時
間が増大する欠点もあつた。 Furthermore, as mentioned above, it takes a considerable amount of time to remove the shear and the like from the face, so the next blast mining operation cannot be carried out during that time, resulting in an increased waiting time for the blast mining operation.
本発明は上記従来の欠点を一挙に解消すべく提
案されたものであつて、鉱山、トンネル工事等の
切羽に、複数台の荷台を配置してずり等をシヤベ
ルカー等により順次積載し、その間に、荷台の積
卸装置を備えた自走車両により、ずり等を積載済
みの上記荷台を順次坑内の切羽後方に移送して仮
置きするとともに、その仮置き終了後次の発破採
掘作業を行つている間に、上記の仮置きされた各
荷台を上記自走車両により順次坑外に搬出するこ
とを要旨とする。 The present invention was proposed in order to eliminate the above-mentioned conventional drawbacks all at once. A plurality of loading platforms are arranged at the face of mines, tunnel construction, etc., and shear etc. are sequentially loaded with a shovel truck etc. Using a self-propelled vehicle equipped with a loading/unloading device, the loading platform, loaded with shear, etc., is sequentially transferred to the rear of the face in the mine and temporarily stored, and after the temporary storage is completed, the next blasting and mining operation is carried out. The gist is to sequentially transport each of the temporarily placed cargo platforms out of the mine by the self-propelled vehicle while the mine is in the mine.
以下には図示したトンネル工事の切羽からずり
を搬出する実施例について説明する。 An example of carrying out shear from the face of tunnel construction shown in the drawings will be described below.
トンネル1の切羽には発破により生じたずり2
を積み込むシヤベルカー3と、自走車両4に積卸
可能な同形の荷台5a〜5eのうち荷台5a,5
bをシヤベルカー3のすぐ後方に並行に配置し、
その少し後方に荷台5c〜5eを直列に配置する
とともに、1回の発破により採掘されるずり2の
量はこれら荷台5a〜5eに全て積載可能なもの
にしてある。 There is shear 2 on the face of tunnel 1 due to blasting.
The shovel car 3 for loading and unloading the self-propelled vehicle 4, and the loading platforms 5a and 5 of the same-shaped loading platforms 5a to 5e that can be loaded and unloaded onto the self-propelled vehicle 4.
Place b directly behind and parallel to the shovel car 3,
Loading platforms 5c to 5e are arranged in series a little behind them, and the amount of shear 2 mined by one blasting can be loaded onto these loading platforms 5a to 5e.
上記荷台5a〜5eは上側が開放された平面長
方形の函形で、底面の略後半部分が後上がりに傾
斜しているとともに、底面には長方形の脚枠6を
突設してあり、この脚枠6を接地させると、底面
角部5′,5′と地面との間に約20cmの間隔があく
ようになつている。 The loading platforms 5a to 5e have a planar rectangular box shape with an open upper side, and approximately the rear half of the bottom surface is inclined upward toward the rear, and a rectangular leg frame 6 is protruded from the bottom surface. When the frame 6 is grounded, there is a gap of about 20 cm between the bottom corners 5', 5' and the ground.
上記自走車両4はトラクターヘツド7と平面U
字形で低床型式のシヤーシ8とを連結するととも
に、シヤーシ8の内側には荷台5a〜5eの積卸
装置たるインナーフレーム9を横架している。 The self-propelled vehicle 4 has a tractor head 7 and a plane U.
It is connected to a low-floor type chassis 8 in the shape of a letter, and an inner frame 9 serving as a loading/unloading device for the loading platforms 5a to 5e is horizontally suspended inside the chassis 8.
インナーフレーム9は平面略U字形で、断面L
形の両長側部9a,9bが荷台5a〜5eの底部
の幅に対応する間隔で平行に対向しているととも
に、これら両長側部9a,9bの前後部分に設け
た油圧シリンダ10,11により水平状態のまま
上下動可能で、かつ後端部を支点に回動してダン
ピング作動もできるようになつている。 The inner frame 9 is approximately U-shaped in plan, and has an L cross section.
Both long side portions 9a, 9b of the shape face each other in parallel at intervals corresponding to the widths of the bottoms of the loading platforms 5a to 5e, and hydraulic cylinders 10, 11 are provided at the front and rear portions of these long side portions 9a, 9b. This makes it possible to move up and down in a horizontal position, and also to perform damping operations by rotating the rear end as a fulcrum.
油圧シリンダ10(長側部9b側のものは図示
してない)は多段型で、シリンダ10aの下端を
シヤーシ8の前側のところに軸12で回動自在に
軸支し、ピストンロツド10bの先端を長側部9
aの前側のところに軸13で回動自在に軸支して
いる。 The hydraulic cylinder 10 (the one on the long side 9b side is not shown) is of a multi-stage type, and the lower end of the cylinder 10a is rotatably supported on the front side of the chassis 8 by a shaft 12, and the tip of the piston rod 10b is rotatably supported on the front side of the chassis 8. Long side part 9
It is rotatably supported on the front side of a by a shaft 13.
また、油圧シリンダ11(長側部9b側のもの
は図示してない)は、シリンダ11aの上端をシ
ヤーシ8の後端部分に軸14で回動自在に軸支
し、ピストンロツド11bの先端を長側部9aの
後端部分に水平に取り付けた支軸15に回動自在
に軸支し、またこの支軸15に一端を回動自在に
軸支したリンク16の他端をシヤーシ8に軸17
で回動自在に軸支している。 Further, the hydraulic cylinder 11 (the one on the long side portion 9b side is not shown) has an upper end of the cylinder 11a rotatably supported on the rear end portion of the chassis 8 by a shaft 14, and the tip of the piston rod 11b is extended. The link 16 is rotatably supported on a support shaft 15 horizontally attached to the rear end portion of the side portion 9a, and the other end of the link 16, which has one end rotatably supported on the support shaft 15, is attached to the chassis 8 with a shaft 17.
It is rotatably supported on the shaft.
かくして、油圧シリンダ10,11を同時に伸
縮作動させることによつてインナーフレーム9を
水平状態に保持したまま上下動できるとともに
(第5,6図)、油圧シリンダ10だけを伸縮作動
することによつて、インナーフレーム9が軸15
を支点に上下に回動し、いわゆるダンピング作動
を行えるようになつている。 Thus, by simultaneously telescoping the hydraulic cylinders 10 and 11, the inner frame 9 can be moved up and down while being held in a horizontal state (Figs. 5 and 6), and by telescoping only the hydraulic cylinder 10. , the inner frame 9 is the shaft 15
It is designed to rotate up and down using the fulcrum as a fulcrum to perform what is called a damping operation.
また、インナーフレーム9の両長側部9a,9
bの前側のところに空気圧あるいは油圧シリンダ
により水平方向に進退可能な錠止体(図示してな
い)を設けているとともに、荷台5a〜5eの前
部の両側面にはその錠止体を嵌合する受入孔1
8,18を設けている。 Moreover, both long side parts 9a, 9 of the inner frame 9
A locking body (not shown) that can move horizontally forward and backward using a pneumatic or hydraulic cylinder is provided on the front side of the loading platform 5a to 5e, and the locking body is fitted on both sides of the front of the loading platform 5a to 5e. Matching receiving hole 1
8 and 18 are provided.
上記ずり2を搬出するには、それをシヤベルカ
ー3により荷台5a,5bに順次積み込むととも
に、インナーフレーム9を油圧シリンダ10,1
1により地面の至近位置まで下降させておいて自
走車両4を後退させ、インナーフレーム9の両長
側部9a,9bを、ずり2を積載済みの荷台5a
の底部両側の角部5′,5′に沿つて嵌合させる。 In order to carry out the shear 2, it is sequentially loaded onto loading platforms 5a and 5b by the shovel car 3, and the inner frame 9 is moved to the hydraulic cylinders 10 and 1.
1, the self-propelled vehicle 4 is lowered to a position close to the ground, and the self-propelled vehicle 4 is moved backward, and both long sides 9a, 9b of the inner frame 9 are placed on the loading platform 5a loaded with the shear 2.
Fit along the corners 5', 5' on both sides of the bottom.
次に荷台5aの受入孔18に錠止体を嵌合して
錠止し、インナーフレーム9を油圧シリンダ1
0,11で水平に上昇(20〜30cm)させて荷台5
aを切羽から持ち上げることにより自走車両4に
搭載して、トンネル1内の切羽における発破採掘
作業に支障のないところに設けた仮置場(図示し
てない)までこの自走車両4を走行して移送し、
そこでインナーフレーム9を油圧シリンダ10,
11により下降させて荷台5aをずり2を積載し
たまま仮置場に卸したら錠止体の錠止を解除し、
自走車両4を前進させてインナーフレーム9を荷
台5aから離脱させ、この荷台5aを仮置場に仮
置きする。 Next, a locking body is fitted into the receiving hole 18 of the loading platform 5a to lock it, and the inner frame 9 is connected to the hydraulic cylinder 1.
Raise it horizontally (20 to 30 cm) at 0,11 and place it on the loading platform 5.
A is lifted from the face and loaded onto the self-propelled vehicle 4, and the self-propelled vehicle 4 is driven to a temporary storage site (not shown) set up in a location that will not interfere with blasting and mining work at the face within the tunnel 1. and transport it,
Therefore, the inner frame 9 is connected to the hydraulic cylinder 10,
11 and unload the loading platform 5a with the shear 2 loaded onto the temporary storage area, release the lock of the locking body,
The self-propelled vehicle 4 is moved forward to remove the inner frame 9 from the loading platform 5a, and the loading platform 5a is temporarily placed in a temporary storage area.
上記の如く荷台5aを仮置きしている間に、前
述のようにシヤベルカー3でずり2が荷台5bに
積み込まれている。また、上記荷台5aを仮置き
した自走車両4をトンネル1に設けたターンスペ
ース(図示してない)で方向転換して切羽に後退
し、前記荷台5aの場合と同じ要領で荷台5cを
搭載しシヤベルカー3のすぐ後方の前記荷台5a
のあつたところに卸した後、ずり2を積載済みの
荷台5bを自走車両4に搭載し仮置場に移送して
仮置きする。さらに、荷台5c〜5eに上記と同
じ要領でずり2を積載し、荷台5c,5dを仮置
場に移送して仮置きするとともに、最後の荷台5
eは仮置きしないで自走車両4に搭載したまま坑
外に搬出する。 While the loading platform 5a is being temporarily placed as described above, the shear 2 is being loaded onto the loading platform 5b by the shovel car 3 as described above. Further, the self-propelled vehicle 4 with the loading platform 5a temporarily placed thereon changes direction in a turn space (not shown) provided in the tunnel 1, retreats to the face, and loads the loading platform 5c in the same manner as in the case of the loading platform 5a. The loading platform 5a immediately behind the shovel car 3
After being unloaded to a hot place, the loading platform 5b loaded with the shear 2 is loaded onto the self-propelled vehicle 4, and transferred to a temporary storage area for temporary storage. Furthermore, the shear 2 is loaded onto the loading platforms 5c to 5e in the same manner as above, and the loading platforms 5c and 5d are transferred to a temporary storage area and temporarily stored, and the last loading platform 5
e is carried out of the mine while being mounted on the self-propelled vehicle 4 without being temporarily stored.
かくして、切羽からずり2を荷台5a〜5eに
分乗させて移送した後直ちに次回の発破採掘を行
うとともに、その間に仮置場に仮置きした荷台5
a〜5dを自走車両4に順次搭載して坑外に搬出
する。 In this way, the next blast mining is carried out immediately after the shear 2 from the face is placed on the loading platforms 5a to 5e and transported, and during that time, the loading platform 5 temporarily stored in the temporary storage area is
A to 5d are sequentially loaded onto the self-propelled vehicle 4 and transported outside the mine.
上記発破採掘の終了後に、空になつた荷台5a
〜5eを自走車両4に順次搭載して切羽に移送し
前回と同様に揃列配置するとともに、あらたに採
掘されたずりをこれら荷台5a〜5eに分乗さ
せ、前記の場合と同じ要領で坑外に搬出する。 The loading platform 5a became empty after the above blast mining was completed.
-5e are sequentially loaded onto the self-propelled vehicle 4, transferred to the face, and arranged in a row as before, and the newly mined scraps are placed on these loading platforms 5a-5e, and mined in the same manner as in the previous case. Carry it outside.
このように上記各作業を反復して行うことによ
りずりを搬出するものである。 By repeating each of the above operations in this manner, the shear is removed.
なお、上記実施例では自走車両を1台と荷台を
5台使用してずりを搬出する場合について説明し
たが、これに限るものではなく、切羽の状態、ト
ンネルの大きさ、1回の発破採掘量、仮置き作業
の所要時間等を勘案してその台数を適宜決定して
もよいとともに、ずりの他に鉱石あるいは石炭等
の発破採掘物も同様にして搬出できる。 In addition, in the above example, a case was explained in which one self-propelled vehicle and five loading platforms were used to transport the shear, but the invention is not limited to this, and the condition of the face, the size of the tunnel, and the number of times of blasting per time are not limited to this. The number of such machines may be determined as appropriate in consideration of the amount of mining, the time required for temporary storage work, etc. In addition to scraps, blasted materials such as ore or coal can also be transported in the same manner.
以上述べたところから明らかなように本発明に
よれば、ずり等の発破採掘物を切羽に配置した複
数台の荷台に順次積載し、この積載済みの荷台を
自走車両で発破採掘作業の支障にならない切羽後
方に順次移送して一旦仮置きするとともに、その
仮置き終了後直ちに次の発破採掘作業を行い、そ
の間に仮置きした各荷台を自走車両に搭載して順
次坑外に搬出するようにしたので、ずり等の積載
のために自走車両の待機時間が発生するという無
駄がなく、操車効率が向上して単位搬出量あたり
必要な自走車両の台数を可及的に少なくできるか
ら運転員等の人件費、燃料代等の経費を節減で
き、かつ車両排気ガスによる坑内の環境汚染も防
止できるとともに、発破採掘作業の待ち時間が発
生する無駄もない等極めて作業性がよい。 As is clear from the above description, according to the present invention, blast mined materials such as scraps are sequentially loaded onto a plurality of loading platforms arranged at a face, and the loaded loading platforms are used by self-propelled vehicles to prevent interference with blast mining work. The materials will be sequentially transferred to the rear of the face where the material will not be used and temporarily stored there, and the next blasting operation will be carried out immediately after the temporary storage is completed. During this time, each temporarily stored platform will be loaded onto a self-propelled vehicle and transported out of the mine in sequence. This eliminates the waste of waiting time for self-propelled vehicles to load shelving, etc., improves vehicle handling efficiency, and minimizes the number of self-propelled vehicles required per unit amount of transport. It is extremely easy to operate, as it can reduce personnel costs for operators and fuel costs, prevent environmental pollution inside the mine due to vehicle exhaust gas, and eliminate wasteful waiting time for blasting and mining operations.
図面はトンネルの切羽からずりを搬出する実施
例を示し、第1,2図は5台の荷台を使用して切
羽から搬出する状態を示した平面図及び側面図、
第3,4図は荷台の側面図及び背面図、第5,6
図はシヤーシの要部の側面図及び背面図である。
2……ずり、5a〜5e……荷台、9……積卸
装置たるインナーフレーム、4……自走車両。
The drawings show an example of carrying out shear from the tunnel face, and Figures 1 and 2 are a plan view and a side view showing the state in which five loading platforms are used to carry out the shear from the face.
Figures 3 and 4 are side and rear views of the loading platform, Figures 5 and 6
The figures are a side view and a rear view of the main parts of the chassis. 2... Shear, 5a to 5e... Loading platform, 9... Inner frame serving as a loading/unloading device, 4... Self-propelled vehicle.
Claims (1)
り等の発破採掘物を順次積載する間に、上記荷台
を積み卸しする積卸装置を備えた自走車両により
上記採掘物積載荷台を切羽後方に順次移送して仮
置きするとともに、その仮置き作業の終了後次の
発破採掘作業を行つている間に、それら仮置きさ
れた各荷台を上記自走車両により順次坑外へ搬出
することを特徴とするずり等の発破採掘物の搬出
方法。1. A plurality of loading platforms are placed on a face, and while blasted mines such as scraps are sequentially loaded onto the loading platforms, a self-propelled vehicle equipped with a loading/unloading device for loading and unloading the loading platforms moves the mining loading platform to the face. While sequentially transporting and temporarily storing the materials to the rear, each of the temporarily stored cargo platforms is sequentially transported out of the mine by the self-propelled vehicle while the next blasting and mining work is being carried out after the completion of the temporary storage work. A method for transporting blasted materials such as shear, characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4390084A JPS60188600A (en) | 1984-03-09 | 1984-03-09 | Feed-out method of blasting mined substance |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4390084A JPS60188600A (en) | 1984-03-09 | 1984-03-09 | Feed-out method of blasting mined substance |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP34976591A Division JPH0571294A (en) | 1991-12-10 | 1991-12-10 | Method of carrying blasting output such as muck, etc. |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60188600A JPS60188600A (en) | 1985-09-26 |
JPH039280B2 true JPH039280B2 (en) | 1991-02-08 |
Family
ID=12676577
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4390084A Granted JPS60188600A (en) | 1984-03-09 | 1984-03-09 | Feed-out method of blasting mined substance |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60188600A (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60215999A (en) * | 1984-04-12 | 1985-10-29 | 三輪運輸工業株式会社 | Earth and sand discharge method in tunnel drilling construction |
JPH01142195A (en) * | 1987-11-26 | 1989-06-05 | Miwa Unyu Kogyo Kk | Method of carrying out muck by utilizing inclined shaft in tunnel excavation construction |
JP4308370B2 (en) * | 1999-06-30 | 2009-08-05 | 株式会社熊谷組 | Soil removal system |
JP4493187B2 (en) * | 2000-08-30 | 2010-06-30 | 佐藤工業株式会社 | Slipping method in tunnel construction |
JP6034260B2 (en) * | 2013-07-31 | 2016-11-30 | 株式会社奥村組 | Tunnel construction method |
JP6650350B2 (en) * | 2016-06-20 | 2020-02-19 | 岩田地崎建設 株式会社 | Debris unloading device and construction method using the same |
-
1984
- 1984-03-09 JP JP4390084A patent/JPS60188600A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60188600A (en) | 1985-09-26 |
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