JP3468870B2 - Self-propelled drilling machine - Google Patents
Self-propelled drilling machineInfo
- Publication number
- JP3468870B2 JP3468870B2 JP23672094A JP23672094A JP3468870B2 JP 3468870 B2 JP3468870 B2 JP 3468870B2 JP 23672094 A JP23672094 A JP 23672094A JP 23672094 A JP23672094 A JP 23672094A JP 3468870 B2 JP3468870 B2 JP 3468870B2
- Authority
- JP
- Japan
- Prior art keywords
- self
- propelled
- resistance
- punching machine
- resistance bag
- 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
Links
Landscapes
- Earth Drilling (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、自己推進式穿孔機に関
し、特に自己推進式穿孔機外周面と穿孔との間の摩擦抵
抗を任意に調整できるようにしたものについてである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a self-propelled punching machine, and more particularly to a self-propelling punching machine in which the frictional resistance between the outer peripheral surface of the self-propelling punching machine and the drilling can be arbitrarily adjusted.
【0002】[0002]
【従来の技術】地中に比較的小口径のガスや水道の導管
あるいは地下ケーブルなどを埋設する場合、その導管や
ケーブルの全長にわたって掘削溝を開削する方法がある
が、この方法では掘削費用が高価になるという問題があ
る。そこで、図5に示すように、導管やケーブルの始端
部と終端部とに対応する2箇所に堅杭101・102を
掘削し、始端側の堅杭101から終端側の堅杭102に
自己推進式穿孔機103で穿孔104を形成する非開削
工法と呼ばれる工法が提案されている。2. Description of the Related Art When burying a relatively small diameter gas or water conduit or underground cable in the ground, there is a method of excavating a trench along the entire length of the conduit or cable. There is a problem that it becomes expensive. Therefore, as shown in FIG. 5, the solid piles 101 and 102 are excavated at two locations corresponding to the starting end portion and the terminating end portion of the conduit or cable, and self-propelled from the rigid pile 101 on the starting end side to the rigid pile 102 on the terminating end side. A method called a non-excavation method in which the perforation 104 is formed by the perforation machine 103 has been proposed.
【0003】この穿孔機103は土中で推進時の反力を
受け止めさせることにより逆進することを防止してお
り、駆動流体として圧縮空気を用いる空圧式のものと、
駆動流体として圧油を用いる油圧式のものとがある。穿
孔機103は推進中常に打撃力に応じた反力が発生す
る。この反力を穿孔機103のケーシング外周面105
と穿孔104との間に生じる摩擦抵抗により支える必要
があるため、市場に出ている穿孔機の大きさは空圧式の
もので外径φ45mm〜φ180mm、全長1000m
m〜2000mmであり、主な機種のφ100mmで1
500mm〜1600mmの長さを有し、全長寸法が非
常に長い。The punching machine 103 prevents reverse movement by receiving a reaction force during propulsion in the soil, and is of a pneumatic type that uses compressed air as a driving fluid.
There is a hydraulic type that uses pressure oil as a driving fluid. The punching machine 103 always generates a reaction force according to the striking force during propulsion. This reaction force is applied to the casing outer peripheral surface 105 of the punch 103.
Since it is necessary to support it by the frictional resistance generated between the boring machine 104 and the boring machine 104, the size of the boring machine on the market is the pneumatic type, the outer diameter is φ45 mm to φ180 mm, and the total length is 1000 m.
m-2000mm, and the main model φ100mm is 1
It has a length of 500 mm to 1600 mm and has a very long overall length.
【0004】また、反力を支えるために、図6に示すよ
うに、軟弱な土質を対象に穿孔機203のケーシング外
周面205をノコギリ刃状にしたものも市場に出てい
る。Further, in order to support the reaction force, as shown in FIG. 6, there is also on the market a casing outer peripheral surface 205 of the punching machine 203 having a saw-toothed blade shape for soft soil.
【0005】[0005]
【発明が解決しようとする課題】全長が長いと、固く締
まった土質では穿孔機外周面に必要以上の摩擦抵抗が生
じ、それに打撃力が消費されるため推進速度が低下す
る。また、長い分穿孔機の重量が増え、打撃力の伝達効
率が低下するため、さらに推進速度に影響する。ケーシ
ング外周面をノコギリ刃状にした穿孔機において、軟弱
な土質の所ではノコギリ刃により土の喰い込み抵抗が生
じるため効果はあるが、固く締まった土質で前方に礫な
どの障害物がある所では喰い込みは起こらず、さらに土
との接触面積も減じられるため打撃力を増加させても生
じる反力を支えることができないことがあり、推進不能
になることもある。If the whole length is long, the hard soil will cause excessive frictional resistance on the outer peripheral surface of the boring machine, and the impact force will be consumed to reduce the propulsion speed. In addition, the weight of the punching machine increases due to the longer time, and the transmission efficiency of the striking force decreases, which further affects the propulsion speed. In a punching machine with a saw blade on the outer peripheral surface of the casing, it is effective in places with soft soil because the saw blade causes resistance to bite into the soil, but in places with tight soil there are obstacles such as gravel in the front. In that case, biting does not occur, and since the contact area with soil is also reduced, the reaction force generated may not be supported even if the striking force is increased, and it may be impossible to propel.
【0006】[0006]
【課題を解決するための手段】そこで、本発明は、上記
の事情に鑑み、ガス・水道の導管あるいは地下ケーブル
などを非開削工法により埋設する際に使用する自己推進
式穿孔機において、自己推進式穿孔機の外周に円筒形状
の弾性体で形成され、外周面に複数個の溝などのトレッ
ドを設けた抵抗袋を配置し、前記抵抗袋を径方向へ膨張
・収縮させることにより該抵抗袋と穿孔との間の抵抗力
を任意に調整できるようにした自己推進式穿孔機とし
た。In view of the above circumstances, the present invention provides a self-propelled drilling machine for use in burying gas / water conduits or underground cables by a non-open cutting method. It is formed of an elastic body having a cylindrical shape on the outer periphery of the formula drilling machine, tread, such as a plurality of grooves on the outer peripheral surface
A self-propelled punching machine is provided in which a resistance bag provided with a cord is arranged, and the resistance force between the resistance bag and the perforations can be arbitrarily adjusted by expanding and contracting the resistance bag in the radial direction.
【0007】[0007]
【作用】遠隔操作により、必要に応じて径方向へ膨らま
せるか、あるいはあらかじめ膨らませておくことにより
穿孔との抵抗を増やすことが可能な弾性体で形成された
抵抗袋を有する自己推進式穿孔機を供することにより、
穿孔機の全長を従来よりも短くし、従来推進困難であっ
た軟弱な土質、水分を多く含む土質、礫などの障害物を
有する土質などに対して推進速度を向上させたりあるい
は推進可能とすることができる。[Operation] A self-propelled punching machine having a resistance bag formed of an elastic body that can be expanded in the radial direction as needed by remote control or can be expanded in advance to increase the resistance to the drilling. By offering
The overall length of the drilling machine will be shorter than before, and it will be possible to improve or accelerate the propulsion speed for soft soils, soils containing a lot of water, soils with obstacles such as gravel, etc. be able to.
【0008】[0008]
【実施例】本発明を、添付する図面に示す具体的実施例
に基づいて以下詳細に説明する。図1は本発明の実施例
の自己推進式穿孔機全体の外観図である。図1に示す自
己推進式穿孔機1の後部2の詳細内部構造を図2に示
す。穿孔機1の外周のケーシング3の後部内面には抵抗
袋4を装着する環状溝の取付部5が形成されている。抵
抗袋4は前後にビード部6および7を膨出した円筒形状
の弾性体で形成されたものである。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail based on specific embodiments shown in the accompanying drawings. FIG. 1 is an external view of the entire self-propelled punching machine according to the embodiment of the present invention. The detailed internal structure of the rear part 2 of the self-propelled punch 1 shown in FIG. 1 is shown in FIG. An annular groove mounting portion 5 for mounting the resistance bag 4 is formed on the inner surface of the rear portion of the casing 3 on the outer periphery of the punching machine 1. The resistance bag 4 is formed of a cylindrical elastic body in which the bead portions 6 and 7 are swelled up and down.
【0009】この抵抗袋4の弾性体は弾性を有し、摩擦
係数の高いもので形成してあればよく、天然または合成
ゴムなどで形成されており、耐久性を向上させるために
内部に布およびワイヤーなどを入れて補強することもで
きる。ケーシング3の内部にはスリーブ10が設けられ
ており、スリーブ10の内部には空圧式あるいは油圧式
穿孔機の作動に必要な流体の通路となる作動流体通路1
1・12および抵抗袋4にガスなどの流体を供給・排出
させる膨張流体通路13を有する。また、スリーブ10
の後部端面には作動流体口14・15および膨張流体口
16が設けられている。The elastic body of the resistance bag 4 may be made of a material having elasticity and a high coefficient of friction, and may be made of natural or synthetic rubber or the like. It can also be reinforced by inserting wires and the like. A sleeve 10 is provided inside the casing 3, and a working fluid passage 1 serving as a passage for a fluid necessary for operating a pneumatic or hydraulic punching machine is provided inside the sleeve 10.
An expansion fluid passage 13 for supplying / discharging a fluid such as a gas to / from 1 and 12 and the resistance bag 4 is provided. Also, the sleeve 10
Working fluid ports 14 and 15 and an expansion fluid port 16 are provided on the rear end face.
【0010】抵抗袋4の前部ビード部6はケーシング3
の取付部5に装着され、後部ビード部7はリング状の取
付金具17内面の環状溝の取付部18に装着され、取付
金具17はスリーブ10の後部円筒部19に外嵌め状に
嵌入されており、ナット20を螺着して固定されてい
る。抵抗袋4内面とスリーブ10外面との間に形成され
た膨張流体室21へ供給する流体は、通常窒素ガスを用
いる。この場合、穿孔機1より離れた所よりボンベに充
填された窒素ガスを減圧弁を介して膨張流体口16に配
管し供給する。この使用流体は空圧式穿孔機であれば、
作動流体口14に接続するエアー配管の途中より分岐さ
せ、減圧弁を介して膨張流体口16に接続してエアー供
給としてもよい。また、油圧式穿孔機であれば、作動流
体口14に接続する油圧配管を同様にして、膨張流体口
16に接続して油圧供給としてもよい。The front bead portion 6 of the resistance bag 4 is the casing 3
The rear bead portion 7 is mounted on the mounting portion 18 of the annular groove on the inner surface of the ring-shaped mounting bracket 17, and the mounting bracket 17 is externally fitted into the rear cylindrical portion 19 of the sleeve 10. The nut 20 is screwed and fixed. Nitrogen gas is usually used as the fluid supplied to the expansion fluid chamber 21 formed between the inner surface of the resistance bag 4 and the outer surface of the sleeve 10. In this case, the nitrogen gas filled in the cylinder from a position remote from the punching machine 1 is supplied to the expansion fluid port 16 through the pressure reducing valve. If this fluid is a pneumatic punch,
It is also possible to branch from the middle of the air pipe connected to the working fluid port 14 and connect to the expansion fluid port 16 via a pressure reducing valve to supply air. In the case of a hydraulic drilling machine, the hydraulic pipe connected to the working fluid port 14 may be similarly connected to the expansion fluid port 16 to supply the hydraulic pressure.
【0011】通常、抵抗袋4の膨張流体室21の圧力は
大気圧である。その場合、抵抗袋4の外径は穿孔機のケ
ーシング3の外径より若干小さく形成されており、圧力
を供給しない限り抵抗袋4は膨らまないため穿孔に接触
するようなことはない。穿孔機1の推進中、推進困難に
なるのは穿孔機1周囲の土質の含水量や礫など障害物の
含有度合がそれまでと異なり、穿孔機1の外周面で打撃
反力を支えるのが困難になった場合である。そういった
場合、遠隔より操作して穿孔機1の膨張流体室21の供
給圧力をある程度上げることにより抵抗袋4は外径方向
へ膨脹し、抵抗袋4の外周面8は穿孔に接触するため、
穿孔機1と穿孔との間に供給圧力に応じた摩擦抵抗が生
じて推進速度を向上あるいは推進可能とする。特に、固
く締まった土質で穿孔機1前方に礫などの障害物がある
所では充分な摩擦抵抗力が生じるように供給圧力を上げ
ることにより穿孔機1の打撃力を増加させても生じる反
力を支えることが可能になり、障害物を砕き除けること
ができる。Normally, the pressure of the expansion fluid chamber 21 of the resistance bag 4 is atmospheric pressure. In that case, the outer diameter of the resistance bag 4 is formed to be slightly smaller than the outer diameter of the casing 3 of the punching machine, and the resistance bag 4 does not swell unless pressure is applied, so that it does not come into contact with the perforations. During the propulsion of the punching machine 1, it becomes difficult to propel the impact reaction force on the outer peripheral surface of the punching machine 1, unlike the water content of soil around the punching machine 1 and the degree of inclusion of obstacles such as gravel. This is when it becomes difficult. In such a case, the resistance bag 4 expands in the outer diameter direction by operating the pressure from the expansion fluid chamber 21 of the punching machine 1 to a certain extent by remote control, and the outer peripheral surface 8 of the resistance bag 4 comes into contact with the drilling.
Friction resistance depending on the supply pressure is generated between the punching machine 1 and the punching machine to improve or propel the propulsion speed. Particularly, in a place where the soil is compacted and there is an obstacle such as gravel in front of the punching machine 1, the reaction force generated even if the impact force of the punching machine 1 is increased by increasing the supply pressure so that a sufficient frictional resistance force is generated. It is possible to support and to crush obstacles.
【0012】また、図2は単に円筒形状の抵抗袋4であ
るが、図3で示すように、抵抗袋4の外周面8に複数個
の溝などのトレッド9を設けることによりさらに推進効
果が得られる。なお、比較的土質の変化がないところで
は遠隔操作によらず、あらかじめ膨張流体室21の圧力
を封入して抵抗袋4をある程度膨らませておくことによ
り実質的な推進速度を得ることができる。Further, FIG. 2 shows a cylindrical resistance bag 4, but as shown in FIG. 3, by providing a plurality of grooves or other treads 9 on the outer peripheral surface 8 of the resistance bag 4, a further propulsion effect can be obtained. can get. It should be noted that a substantial propulsion speed can be obtained by preliminarily enclosing the pressure of the expansion fluid chamber 21 and inflating the resistance bag 4 to some extent without remote control in a place where the soil quality is relatively unchanged.
【0013】以上のように、抵抗袋4の働きを利用する
ことにより、その土質に応じた抵抗力を作り出せるた
め、穿孔機1の全長を従来より短くすることができ、従
来推進困難であった土質に対して推進速度を向上させた
りあるいは推進可能とする。なお、抵抗袋4は穿孔機1
の後部2のみならず、前部、中央部にも設けることがで
き、必要に応じて複数個設けることができる。As described above, by utilizing the function of the resistance bag 4, a resistance force corresponding to the soil quality can be created, so that the total length of the punching machine 1 can be made shorter than before, which has been difficult to drive conventionally. The propulsion speed can be improved or can be promoted with respect to the soil quality. The resistance bag 4 is the punch 1
Not only the rear portion 2 but also the front portion and the central portion can be provided, and a plurality of them can be provided as necessary.
【0014】次に、本発明の他の実施例を図4に示し、
説明する。穿孔機1のケーシング30の内面には雌ネジ
31を刻設し、ケーシング30内部にスリーブ32を収
容し雌ネジ31により接続されている。スリーブ32の
内部には前述の例と同様に作動流体通路33、34を有
し、スリーブ32の後部端面には作動流体口35・36
が設けられている。また、スリーブ32の後部外周面3
7はテーパ形状に形成し、その外側には周囲複数個に分
割された分割スリーブ38が配置され、その後部には鍔
39を突設している。分割スリーブ38の外側には本発
明による抵抗袋40が装着されている。抵抗袋40は円
筒形状の弾性体で形成されたもので形状・材質は図2、
図3で説明したものと同じである。作動流体口35・3
6に接続したホースを作業者が回転することにより、ス
リーブ32を進退させることにより、分割スリーブ38
を径方向に移動させ、抵抗袋40を膨張・収縮させ、抵
抗袋40により穿孔との間に任意の摩擦抵抗を生じさせ
ることができる。流体の他、このように機械的手段によ
ってでも抵抗袋40を駆動できる。Next, another embodiment of the present invention is shown in FIG.
explain. A female screw 31 is engraved on the inner surface of the casing 30 of the punching machine 1, and a sleeve 32 is housed inside the casing 30 and connected by the female screw 31. The sleeve 32 has working fluid passages 33 and 34 in the same manner as the above-mentioned example, and working fluid ports 35 and 36 are provided on the rear end surface of the sleeve 32.
Is provided. In addition, the outer peripheral surface 3 of the rear portion of the sleeve 32
Reference numeral 7 is formed in a tapered shape, and a split sleeve 38 divided into a plurality of circumferences is arranged on the outer side thereof, and a collar 39 is projectingly provided on the rear portion thereof. A resistance bag 40 according to the present invention is attached to the outside of the split sleeve 38. The resistance bag 40 is formed of a cylindrical elastic body, and its shape and material are shown in FIG.
This is the same as that described in FIG. Working fluid port 35.3
When the operator rotates the hose connected to 6, the sleeve 32 is moved back and forth, and the split sleeve 38
Can be moved in the radial direction to expand and contract the resistance bag 40, and the resistance bag 40 can generate an arbitrary frictional resistance between the resistance bag 40 and the perforation. In addition to fluid, the resistance bag 40 can be driven by mechanical means in this way.
【0015】[0015]
【発明の効果】本発明は、ガス・水道の導管あるいは地
下ケーブルなどを非開削工法により埋設する際に使用す
る自己推進式穿孔機において、自己推進式穿孔機の外周
に円筒形状の弾性体で形成され、外周面に複数個の溝な
どのトレッドを設けた抵抗袋を配置し、前記抵抗袋を径
方向へ膨張・収縮させることにより該抵抗袋と穿孔との
間の抵抗力を任意に調整できるようにした自己推進式穿
孔機であるので、穿孔機の全長を従来よりも短くできる
ために、軽量化が図れ、打撃力の伝達効率も上昇した。INDUSTRIAL APPLICABILITY The present invention is a self-propelled punching machine used when burying a gas / water supply conduit or an underground cable by a non-excavation method. Is formed and there are no multiple grooves on the outer peripheral surface.
A self-propelled punching machine in which a resistance bag provided with any tread is arranged and the resistance force between the resistance bag and the perforations can be arbitrarily adjusted by expanding and contracting the resistance bag in the radial direction. Therefore, since the total length of the punching machine can be made shorter than before, the weight can be reduced and the transmission efficiency of the striking force is also improved.
【0016】また、本発明は、従来推進困難であった軟
弱な土質、水分を多く含む土質、礫などの障害物を有す
る土質などに対して推進速度を向上させたりあるいは推
進可能となるため貫孔工事における製品への信頼性が向
上する。Further, the present invention improves the propulsion speed or enables propulsion for soft soils, soils containing a large amount of water, soils having obstacles such as gravel, etc. The reliability of the product in hole construction is improved.
【図1】本発明の実施例の自己推進式穿孔機全体の外観
図である。FIG. 1 is an external view of an entire self-propelled punching machine according to an embodiment of the present invention.
【図2】本発明の要部の縦断面図である。FIG. 2 is a vertical sectional view of a main part of the present invention.
【図3】本発明の抵抗袋の他の実施例の縦断面図であ
る。FIG. 3 is a vertical cross-sectional view of another embodiment of the resistance bag of the present invention.
【図4】本発明の他の要部の縦断面図である。FIG. 4 is a vertical cross-sectional view of another main part of the present invention.
【図5】自己推進式穿孔機による穿孔作業の説明図であ
る。FIG. 5 is an explanatory diagram of a punching operation by a self-propelled punch.
【図6】従来の自己推進式穿孔機の外観図である。FIG. 6 is an external view of a conventional self-propelled punching machine.
1…自己推進式穿孔機 4・40…抵抗袋 11・12,33・34…作動流体通路 13…膨張流体通路 21…膨張流体室 32…スリーブ 38…分割スリーブ 1 ... Self-propelled punch 4.40 ... Resistance bag 11. 12, 33, 34 ... Working fluid passage 13 ... Expansion fluid passage 21 ... Expansion fluid chamber 32 ... Sleeve 38 ... Split sleeve
Claims (5)
などを非開削工法により埋設する際に使用する自己推進
式穿孔機において、自己推進式穿孔機の外周に円筒形状
の弾性体で形成され、外周面に複数個の溝などのトレッ
ドを設けた抵抗袋を配置し、前記抵抗袋を径方向へ膨張
・収縮させることにより該抵抗袋と穿孔との間の抵抗力
を任意に調整できるようにした自己推進式穿孔機。1. A self-propelled drilling machine used for embedding by trenchless method and gas, water conduits or underground cables, are formed of an elastic body having a cylindrical shape on the outer periphery of the self-propelled drilling machine, the outer periphery There are multiple grooves on the surface.
A self-propelled perforator in which a resistance bag provided with a cord is arranged and the resistance force between the resistance bag and the perforations can be arbitrarily adjusted by expanding and contracting the resistance bag in the radial direction.
より行わせるようにした請求項1記載の自己推進式穿孔
機。2. The self-propelled punching machine according to claim 1, wherein the resistance bag is radially expanded and contracted by a fluid.
手段により行わせるようにした請求項1記載の自己推進
式穿孔機。3. The self-propelled punching machine according to claim 1, wherein the expansion and contraction of the resistance bag in the radial direction is performed by mechanical means.
作により行わせるようにした請求項1記載の自己推進式
穿孔機。4. The self-propelled punching machine according to claim 1, wherein expansion and contraction of the resistance bag in a radial direction are performed by remote control.
作により行わせるようにした請求項1記載の自己推進式
穿孔機。5. The self-propelled punching machine according to claim 1, wherein the expansion and contraction of the resistance bag in the radial direction is directly performed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23672094A JP3468870B2 (en) | 1994-09-30 | 1994-09-30 | Self-propelled drilling machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23672094A JP3468870B2 (en) | 1994-09-30 | 1994-09-30 | Self-propelled drilling machine |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08100585A JPH08100585A (en) | 1996-04-16 |
JP3468870B2 true JP3468870B2 (en) | 2003-11-17 |
Family
ID=17004785
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23672094A Expired - Fee Related JP3468870B2 (en) | 1994-09-30 | 1994-09-30 | Self-propelled drilling machine |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3468870B2 (en) |
-
1994
- 1994-09-30 JP JP23672094A patent/JP3468870B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH08100585A (en) | 1996-04-16 |
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