JPH073839A - Drilling machine - Google Patents
Drilling machineInfo
- Publication number
- JPH073839A JPH073839A JP14929393A JP14929393A JPH073839A JP H073839 A JPH073839 A JP H073839A JP 14929393 A JP14929393 A JP 14929393A JP 14929393 A JP14929393 A JP 14929393A JP H073839 A JPH073839 A JP H073839A
- Authority
- JP
- Japan
- Prior art keywords
- drilling
- gate
- shaft
- work
- drilling machine
- 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
Links
- 238000005553 drilling Methods 0.000 title claims abstract description 56
- 238000000034 method Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 6
- 238000009412 basement excavation Methods 0.000 description 5
- 238000004080 punching Methods 0.000 description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000003028 elevating effect Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 238000011069 regeneration method Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、ガス、水道などの小口
径の配管を地中に敷設する管工事において、地中の掘削
を行うさく孔機械に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drilling machine for excavating underground in pipe work for laying pipes of small diameter such as gas and water in the ground.
【0002】[0002]
【従来の技術】一般に、ガス、水道などの小口径の配管
を地中に敷設する管工事の方式としては、開削工法と無
開削工法とがある。開削工法では、パワーショベルのよ
うな建設機械を用いて、地表から管敷設用の溝を掘削す
る。無開削工法では、小口径管推進機などを用いて、地
中に管敷設用の孔をさく孔する。2. Description of the Related Art Generally, there are an open cutting method and a non-open cutting method as a pipe construction method for laying a pipe having a small diameter such as gas or water in the ground. In the excavation method, a construction machine such as a power shovel is used to excavate a groove for pipe laying from the surface of the earth. In the non-cutting method, a small-diameter pipe propelling machine is used to drill a pipe laying hole in the ground.
【0003】開削工法は、掘削深さが浅く、道路の通行
を阻害しない場合には好適であるが、掘削深さが深くな
ると排土と再生処理が必要で工事期間が長くなり、道路
の通行を阻害する。そこで、小口径管推進機などを用い
た無開削工法が広く行われるようになった。The excavation method is suitable when the excavation depth is shallow and does not obstruct the passage of roads. However, when the excavation depth becomes deep, soil excavation and regeneration processing are required, and the construction period becomes long, which leads to road passage. Inhibit. Therefore, the open cutting method using a small-diameter pipe propulsion device has come into wide use.
【0004】[0004]
【発明が解決しようとする課題】しかし、従来の小口径
管推進機は、定置式で発進立坑内に設置されるため、作
業者が狭隘な発進立坑内に入って作業を行なわねばなら
ず、不便でしかも危険性が大きいという問題があった。
本発明は、無開削工法における上記問題を解決するもの
であって、作業者が狭隘な発進立坑内に入って作業を行
なう必要がなく、より安全に作業を行うことのできる無
開削工法用のさく孔機械を提供することを目的とする。However, since the conventional small-diameter pipe propulsion device is installed in the starting shaft in a stationary manner, the worker must enter the narrow starting shaft to perform the work. It was inconvenient and dangerous.
The present invention is to solve the above problems in a non-cutting construction method, in which the worker does not need to enter the narrow starting shaft to perform the work, and for the non-cutting construction method in which the work can be performed more safely. The object is to provide a drilling machine.
【0005】[0005]
【課題を解決するための手段】本発明は、走行装置を備
えた台車に門型の架台を設け、該架台の門型空間内に、
さく孔機と該さく孔機を装架するガイドシェルとを備え
たさく孔装置を昇降可能に吊設してさく孔機械を構成し
ている。SUMMARY OF THE INVENTION According to the present invention, a carriage having a traveling device is provided with a gate type mount, and a gate type space of the mount is provided.
A drilling machine is constructed by suspending a drilling device including a drilling machine and a guide shell for mounting the drilling machine so that the drilling machine can be moved up and down.
【0006】[0006]
【作用】このさく孔機械は、さく孔装置を上昇させ架台
の門型空間内に格納した状態で自走し、発進立坑上に跨
がって停止する。それから、さく孔装置を下降させて発
進立坑底に固定し、さく孔作業を行う。到達立坑までの
管敷設孔のさく孔作業が終了すると、さく孔装置を上昇
させ架台の門型空間内に格納した状態で自走し、次の作
業現場へ移動する。This drilling machine is self-propelled in a state where the drilling device is raised and stored in the gate-shaped space of the gantry, and stops across the starting shaft. Then, the drilling device is lowered and fixed to the bottom of the starting shaft to perform the drilling work. When the drilling work of the pipe laying hole to the reaching shaft is completed, the drilling device is raised and self-propelled in the state of being housed in the gantry space of the gantry, and then moved to the next work site.
【0007】さく孔作業の操作は、地上で行われるた
め、作業者が狭隘な発進立坑内に入って作業を行なう必
要がなく、より安全に作業が行なわれる。Since the drilling operation is performed on the ground, it is not necessary for the operator to enter the narrow starting shaft to perform the work, and the work can be performed more safely.
【0008】[0008]
【実施例】図1はこの発明の実施例であるさく孔機械の
側面図、図2は図1のA−A線断面図、図3はこのさく
孔機械を用いたさく孔作業の説明図である。ここで、さ
く孔機械1は、走行装置8を備えた台車18に門型の架
台9を設け、この架台9の下に門型空間10を形成して
いる。台車18と架台9との間には、走行時の緩衝機能
を備えた支持手段19が設けられている。門型空間10
内には、さく孔機12とこのさく孔機12を装架するガ
イドシェル13とを備えたさく孔装置4が、架台9から
昇降装置5で昇降可能に吊設されている。ガイドシェル
13の前端部には、さく孔機12のロッド7の接続と切
離しの際にロッド7を固定するロッドクランプ14が設
けられている。架台9上には、走行装置8、昇降装置
5、さく孔装置4等の駆動部へ圧液を供給するための原
動部16と前記各装置を操作する操作手段11とが設置
されている。1 is a side view of a drilling machine according to an embodiment of the present invention, FIG. 2 is a sectional view taken along line AA of FIG. 1, and FIG. 3 is an explanatory view of a drilling operation using this drilling machine. Is. Here, in the punching machine 1, a carriage 18 provided with a traveling device 8 is provided with a gate-shaped mount 9, and a gate-shaped space 10 is formed under the mount 9. Between the carriage 18 and the gantry 9 is provided a support means 19 having a shock absorbing function during traveling. Gate type space 10
A drilling device 4 including a drilling machine 12 and a guide shell 13 on which the drilling machine 12 is mounted is suspended from a frame 9 by a lifting device 5 so as to be lifted and lowered. A rod clamp 14 is provided at the front end of the guide shell 13 to fix the rod 7 when the rod 7 of the punch 12 is connected and disconnected. On the pedestal 9, a driving unit 16 for supplying a pressure liquid to driving units such as the traveling unit 8, the lifting unit 5, the drilling unit 4, and the like, and an operating unit 11 for operating each of the units are installed.
【0009】このさく孔機械1は、さく孔装置4を上昇
させ架台9の門型空間10内に格納した状態で自走し、
予め地面2から掘削されている発進立坑3上に跨がって
停止する。そこで、昇降装置を伸長し、さく孔装置4を
下降させて発進立坑底15に固定し、管敷設孔17のさ
く孔作業を行う。さく孔の進捗に伴って、さく孔機12
のロッド7は順次追加して接続される。このとき、ロッ
ドクランプ14でロッド7後端を固定し、さく孔機12
を逆転してロッド7からシャンクロッド20を切離した
後、さく孔機12をガイドシェル13の後端まで後退さ
せ、ロッドクランプ14を緩めてロッド7から外し、さ
く孔装置4を上昇させる。作業者は地上でシャンクロッ
ド20に追加するロッド7を接続し、その前端をロッド
クランプ14で保持し、再びさく孔装置4を下降させて
発進立坑底15に固定する。それからさく孔機12を正
転させて先のロッド7に次のロッド7を接続し、さく孔
作業を継続する。The drilling machine 1 is self-propelled in a state where the drilling device 4 is raised and stored in the gate-shaped space 10 of the mount 9.
It stops by straddling over a starting shaft 3 that has been excavated from the ground 2 in advance. Therefore, the elevating device is extended, the drilling device 4 is lowered and fixed to the starting shaft bottom 15, and the drilling work of the pipe laying hole 17 is performed. Drilling machine 12 along with the progress of drilling
Rods 7 are sequentially added and connected. At this time, the rear end of the rod 7 is fixed by the rod clamp 14 and the drilling machine 12
After the shank rod 20 is separated from the rod 7 by reversing, the drilling machine 12 is retracted to the rear end of the guide shell 13, the rod clamp 14 is loosened and removed from the rod 7, and the drilling device 4 is raised. The worker connects the additional rod 7 to the shank rod 20 on the ground, holds the front end of the rod 7 with the rod clamp 14, and again lowers the drilling device 4 to fix it to the starting shaft bottom 15. Then, the punching machine 12 is rotated in the forward direction to connect the next rod 7 to the previous rod 7, and the drilling work is continued.
【0010】到達立坑6までの管敷設孔17のさく孔作
業が終了すると、順次ロッド7切離して回収し、さく孔
装置4を上昇させ架台9の門型空間10内に格納した状
態で自走し、次の作業現場へ移動する。長距離移動の場
合はトラックで輸送するが、荷台への積み込みも自走し
て容易に行うことができる。このさく孔作業の操作は、
地上で行われるため、作業者が狭隘な発進立坑3内に入
って作業を行なう必要がなく、より安全に作業が行なわ
れる。When the drilling work of the pipe laying hole 17 up to the reaching shaft 6 is completed, the rod 7 is sequentially separated and recovered, and the drilling device 4 is raised and stored in the gate-shaped space 10 of the pedestal 9 by itself. And move to the next work site. For long-distance travel, they are transported by truck, but they can also be loaded on the loading platform easily by self-propelled. This drilling operation is
Since the work is performed on the ground, it is not necessary for the worker to enter the narrow start shaft 3 to perform the work, and the work can be performed more safely.
【0011】発進立坑3から到達立坑6までの管敷設孔
17の距離が長い場合には、ロッド7を多数格納し、必
要時に自動供給できるロッドマガジンをさく孔装置4に
付設すると、さく孔装置4の昇降回数を少なくすること
ができ能率的である。さく孔作業終了後、管敷設孔17
の孔径を拡大する場合には、到達立坑6で大径のリーマ
をロッド先端に取付け、さく孔機12を後退させながら
拡孔することができる。When the distance of the pipe laying hole 17 from the starting shaft 3 to the reaching shaft 6 is long, if a large number of rods 7 are stored and a rod magazine capable of automatically supplying when necessary is attached to the hole drilling device 4, the drilling device 4 is provided. It is efficient because the number of times of lifting and lowering of 4 can be reduced. After drilling work, pipe laying hole 17
In order to increase the diameter of the hole, a large diameter reamer can be attached to the rod tip at the reaching shaft 6 and the hole can be expanded while the drilling machine 12 is retracted.
【0012】管敷設孔17内への管の敷設も、到達立坑
6側で管をロッド先端に接続し、さく孔機12を後退さ
せながら行うことができる。The pipe can be laid in the pipe laying hole 17 while the pipe is connected to the tip of the rod on the side of the reaching shaft 6 and the drilling machine 12 is retracted.
【0013】[0013]
【発明の効果】以上説明したように、本発明のさく孔機
械は、地表から管敷設用の溝を掘削する必要がなく、道
路の通行を阻害しないで工事を行うことができ、作業者
が狭隘な発進立坑内に入らず地上で作業を行なうため省
力化でき安全性が高い。また、さく孔機械は自走できる
ため、作業現場間の移動も容易であり、作業能率が向上
する。As described above, the drilling machine of the present invention does not need to excavate a groove for pipe laying from the surface of the earth, can carry out construction without obstructing the passage of roads, Since it does not enter the narrow starting shaft and works on the ground, it is labor-saving and highly safe. Further, since the drilling machine can be self-propelled, it is easy to move between work sites, and work efficiency is improved.
【図1】この発明の一実施例であるさく孔機械の側面図
である。FIG. 1 is a side view of a punching machine according to an embodiment of the present invention.
【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along the line AA of FIG.
【図3】このさく孔機械を用いたさく孔作業の説明図で
ある。FIG. 3 is an explanatory view of a drilling work using this drilling machine.
1 さく孔機械 3 発進立坑 4 さく孔装置 5 昇降装置 6 到達立坑 7 ロッド 8 走行装置 9 架台 10 門型空間 11 操作手段 12 さく孔機 13 ガイドシェル 17 管敷設孔 18 台車 1 Drilling Machine 3 Starting Vertical Shaft 4 Drilling Device 5 Lifting Device 6 Reaching Vertical Shaft 7 Rod 8 Traveling Device 9 Stand 10 Portal Space 11 Operating Means 12 Drilling Machine 13 Guide Shell 17 Pipe Laying Hole 18 Truck
Claims (1)
け、該架台の門型空間内に、さく孔機と該さく孔機を装
架するガイドシェルとを備えたさく孔装置を昇降可能に
吊設してなるさく孔機械。1. A boring machine provided with a carriage equipped with a traveling device, and a boring machine provided with a boring machine and a guide shell for mounting the boring machine in a portal space of the bogie. A drilling machine that can be lifted and lowered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14929393A JPH073839A (en) | 1993-06-21 | 1993-06-21 | Drilling machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14929393A JPH073839A (en) | 1993-06-21 | 1993-06-21 | Drilling machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH073839A true JPH073839A (en) | 1995-01-06 |
Family
ID=15472014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14929393A Pending JPH073839A (en) | 1993-06-21 | 1993-06-21 | Drilling machine |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH073839A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113502863A (en) * | 2021-08-11 | 2021-10-15 | 金山 | Foundation ditch vertical road excavation device for construction |
-
1993
- 1993-06-21 JP JP14929393A patent/JPH073839A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113502863A (en) * | 2021-08-11 | 2021-10-15 | 金山 | Foundation ditch vertical road excavation device for construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20020423 |