JP2637014B2 - Ground drilling equipment - Google Patents
Ground drilling equipmentInfo
- Publication number
- JP2637014B2 JP2637014B2 JP16472892A JP16472892A JP2637014B2 JP 2637014 B2 JP2637014 B2 JP 2637014B2 JP 16472892 A JP16472892 A JP 16472892A JP 16472892 A JP16472892 A JP 16472892A JP 2637014 B2 JP2637014 B2 JP 2637014B2
- Authority
- JP
- Japan
- Prior art keywords
- pressing
- conductor
- pressing body
- ground
- leading conductor
- 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
- 238000005553 drilling Methods 0.000 title claims description 10
- 238000003825 pressing Methods 0.000 claims description 62
- 239000004020 conductor Substances 0.000 claims description 43
- 230000002093 peripheral effect Effects 0.000 claims description 6
- 238000002627 tracheal intubation Methods 0.000 description 11
- 210000001061 forehead Anatomy 0.000 description 6
- 239000003921 oil Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 210000003128 head Anatomy 0.000 description 3
- 230000005611 electricity Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000010687 lubricating oil Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 238000005461 lubrication Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000009428 plumbing Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000009528 severe injury Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、地中に埋設する各種の
管体の敷設工事に用いる地盤穿孔装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground drilling apparatus used for laying various pipes buried underground.
【0002】[0002]
【従来の技術】地中埋設に伴う給排水設備工事や電話,
電気,ガス等の比較的小径の配管の敷設工事にあって、
地盤中に配管の埋入孔をあける装置として、本発明者
は、特開昭62-264294 号公報所載の回転矢じりを提案し
た。2. Description of the Related Art Water supply and drainage facilities construction and telephone
In the construction work of relatively small diameter pipes such as electricity and gas,
The present inventor has proposed a rotary arrowhead disclosed in Japanese Patent Application Laid-Open No. 62-264294 as a device for drilling an embedding hole for a pipe in the ground.
【0003】このものは、本体部の周壁に複数枚の螺旋
羽根を形成した矢じりを、その内部の空洞部に挿嵌した
芯棒の押圧により、地中への挿入に伴って螺旋羽根の螺
旋に沿って矢じりのみが回転するように構成されている
もので、これによって、挿管推進の直進性が向上するも
のであった。[0003] In this device, a plurality of spiral blades formed on a peripheral wall of a main body portion are pressed by a core rod inserted into a hollow portion inside thereof, and the spiral blades of the spiral blades are inserted into the ground. , And only the arrowhead is rotated along, thereby improving the straightness of intubation propulsion.
【0004】しかしながら、地中においてその挿管前方
にコンクリート塊や杭あるいは岩石等の障害物が存在し
ていた場合は、これに当たった矢じりの先端部が、該障
害物をそれようと軟らかい地盤へ向いて換向するので、
推進に伴ってその方向性が失われ、真直な挿管が行なわ
れない問題点を有していた。However, when an obstacle such as a concrete block, a pile, or a rock exists in front of the intubation in the ground, the tip of the arrowhead hitting the obstacle moves the obstacle to the soft ground. Turn around and turn,
There was a problem that the direction was lost with the propulsion and straight intubation was not performed.
【0005】[0005]
【発明が解決しようとする課題】本発明は前記した問題
点を解決するためになされたもので、外周側に複数枚の
螺旋羽根を放射状に突設した筒状の先導体内に、その前
端部に設けた凹部に球体を取り付け、更に、前記先導体
内へ前記球体を介して該先導体の押圧体を摺動可能に挿
嵌すると共に、該押圧体に設けた中空部へ駆動手段によ
り前記押圧体を操作する打撃体を進退自在に挿嵌し、前
記押圧体へ押圧手段を連係させることにより、地盤にお
いて真直な埋設管の挿入を、比較的軟弱地層はもちろん
のこと、掘削途中に障害物が出現しても打撃体によりこ
れを破砕して推進されるので、方向精度の高い挿管を行
なうことができる地盤穿孔装置を提供することを目的と
している。SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems, and has a front end portion inside a cylindrical leading conductor having a plurality of spiral blades radially protruding on an outer peripheral side. A sphere is attached to the concave portion provided in the first conductor, and a pressing body of the leading conductor is slidably inserted into the leading conductor via the sphere via the sphere, and the pressing means is pressed by a driving unit into a hollow portion provided in the pressing body. By inserting a hitting body for manipulating the body so as to be able to move forward and backward and linking the pressing means to the pressing body, it is possible to insert a straight buried pipe in the ground, not only in a relatively soft stratum, but also It is an object of the present invention to provide a ground drilling device that can perform intubation with high directional accuracy, because even if appears, it is crushed and propelled by a hitting body.
【0006】[0006]
【課題を解決するための手段】前記した目的を達成する
ための本発明の手段は、内部を中空に形成してその外周
側に複数枚の螺旋羽根を放射状に突設した筒状の先導体
と、該先導体内における前端部に設けた凹部に納まり得
る球体と、前記先導体内へ摺動可能に挿嵌してその前縁
が前記球体に当接する前記先導体の押圧体と、該押圧体
に設けた中空部へ進退自在に挿嵌して駆動手段により前
記押圧体を操作する打撃体と、前記押圧体へ連係させた
押圧手段と、を備えさせた地盤穿孔装置の構成にある。Means of the present invention for achieving the above-mentioned object is to provide a tubular conductor having a hollow inside and a plurality of spiral blades radially protruding from the outer periphery thereof. A sphere that can fit into a recess provided at a front end in the front conductor, a pressing body of the front conductor whose front edge abuts the sphere by being slidably inserted into the front conductor, and the pressing body. The present invention provides a configuration of a ground drilling device including: a striking body which is inserted and retractably inserted into a hollow portion provided in the above-mentioned structure to operate the pressing body by a driving means, and a pressing means linked to the pressing body.
【0007】[0007]
【作用】前記のように構成される本発明は以下に述べる
作用を奏する。埋設しようとする地盤へ押圧手段および
駆動手段を連係させた先導体を水平に設置し、前記押圧
手段を操作して押圧体を押すと、この前端部が当接する
球体を介して前記先導体が地中へ水平に圧密推進され
る。The present invention configured as described above has the following effects. When the leading conductor in which the pressing means and the driving means are linked to the ground to be buried is installed horizontally, and the pressing means is operated to push the pressing body, the leading conductor is contacted via a sphere with which the front end abuts. Consolidation is promoted horizontally into the ground.
【0008】この推進に伴って土圧が螺旋羽根に掛か
り、先導体は押圧体の外周を軸受として所定方向へ回転
しながら挿入を進行させる。[0008] With this propulsion, earth pressure is applied to the spiral blade, and the insertion of the leading conductor proceeds while rotating in a predetermined direction using the outer periphery of the pressing body as a bearing.
【0009】この先導体の前方の地盤が通常の地質の間
は、押圧手段の押圧により順調に直進精度を保持しなが
ら推進されるものであるが、その前方に障害物が出現し
たときは、この挿管が妨げられるので、押圧手段による
先導体の推進は一旦停止した状態で、駆動手段を操作す
ると、これにより打撃体に大きな衝撃力が与えられ、こ
れに連接する押圧体が球体を介して先導体に打撃力を伝
達するから、該先導体がこれに当たった障害物を挿管が
可能な状態まで破砕する。[0009] While the ground in front of the leading conductor is in normal geology, it is propelled by the pressing of the pressing means while maintaining the straight running accuracy smoothly. When the driving means is operated in a state where the propulsion of the leading conductor by the pressing means is temporarily stopped because the intubation is hindered, a large impact force is given to the hitting body, and the pressing body connected to the hitting body is led through the sphere. Since the striking force is transmitted to the body, the tip conductor crushes the obstacle hitting the body until it can be intubated.
【0010】すると、前記押圧手段を操作して先導体を
前進させると再び挿管が再開されるもので、これにより
先導体は希望する方向をずれることなく精度の高い真直
度で推進が行なわれる。[0010] Then, when the tip conductor is advanced by operating the pressing means, the intubation is resumed again, whereby the tip conductor is propelled with a high degree of straightness without shifting the desired direction.
【0011】[0011]
【実施例】次に本発明に関する地盤穿孔装置の一実施例
を図面に基づいて説明する。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of a ground drilling apparatus according to the present invention.
【0012】図1および図2においてAは地盤穿孔装置
で、地中埋設に伴う給排水設備工事や電話,電気,ガス
等の比較的小径(管径70〜300 mm)の埋設管bの敷設工
事にあって、地盤中に埋入孔cをあけて所定長さに接続
した埋設管bを敷設するもので、先導体1と、球体2
と、押圧体3と、打撃体4と、押圧手段5と、駆動手段
6とにより基本的に構成される。In FIG. 1 and FIG. 2, reference numeral A denotes a ground drilling device, which is a construction work for water supply / drainage facilities for burying underground and a work for laying a buried pipe b having a relatively small diameter (pipe diameter 70 to 300 mm) for telephone, electricity, gas and the like. In this method, a buried pipe b connected to a predetermined length with an embedding hole c formed in the ground is laid.
, The pressing body 3, the hitting body 4, the pressing means 5, and the driving means 6.
【0013】そして、前記した先導体1は、内部を中空
の空洞部7を有する筒状に形成してその外周側に複数
枚、例えば、三条の螺旋羽根8を間隔的で放射状に突設
してあって、前記それぞれの螺旋羽根8の回転外径軌跡
は前記埋設管bと略一致させてあるもので、この螺旋羽
根8の先端部には超硬チップ等の破砕刃8aを植設するこ
ともある。The above-mentioned leading conductor 1 is formed in a cylindrical shape having a hollow cavity 7 inside, and a plurality of, for example, three spiral blades 8 are radially projected at an outer peripheral side thereof at intervals. The trajectory of the rotating outer diameter of each of the spiral blades 8 is substantially the same as the buried pipe b, and a crushing blade 8a such as a carbide tip is implanted at the tip of the spiral blade 8. Sometimes.
【0014】なお、この螺旋羽根8の先端部は、その外
周縁が前方へ張り出す所定のハの字傾斜に形成すること
が好ましく、この形成された所定角度により前方に出現
した障害物へその破砕刃8aが食い込んで、効率的な該障
害物の破砕が行なわれる。It is preferable that the tip of the spiral blade 8 is formed so as to have a predetermined C-shape in which the outer peripheral edge protrudes forward. The crushing blade 8a digs in, and the obstacle is efficiently crushed.
【0015】前記した球体2は、前記先導体1内の空洞
部7における前端部に設けた凹部9と、前記先導体1内
に挿嵌した後記する押圧体3の先端部の凹部10との間に
設けて、押圧体3の押圧を受けて先導体1へこの力を伝
達すると共に、該先導体1の回転を円滑に行なう。The sphere 2 has a concave portion 9 provided at the front end of the hollow portion 7 in the front conductor 1 and a concave portion 10 at the front end of the pressing body 3 which will be described later and inserted into the front conductor 1. This force is transmitted to the leading conductor 1 in response to the pressing of the pressing body 3, and the leading conductor 1 is smoothly rotated.
【0016】前記した押圧体3は、内部に中空部11を有
する筒状で、前記先導体1内の空洞部7の内径に略一致
するように形成してあって、この空洞部7へ摺動可能に
挿嵌し、その前縁の凹部10が前記球体2に当接するまで
設けられるもので、前頭部3aと主体部3bとに分割されて
いて、前頭部3aは前記したようにその先端部に前記球体
2の外形に見合う弧面を有する凹部10が形成され、内部
の中空部11前側には、後記する打撃体4の先端部が当接
する受面3cを設けてある。The pressing body 3 has a cylindrical shape having a hollow portion 11 therein, and is formed so as to substantially coincide with the inner diameter of the hollow portion 7 in the leading conductor 1. It is movably inserted and provided until the concave portion 10 at the front edge thereof comes into contact with the spherical body 2 and is divided into a front head 3a and a main body 3b, and the front head 3a is formed as described above. A concave portion 10 having an arc surface corresponding to the outer shape of the spherical body 2 is formed at the distal end thereof, and a receiving surface 3c with which the distal end of the striking body 4 described below comes into contact is provided in front of the hollow portion 11 inside.
【0017】また、前記主体部3bは、前記前頭部3aの後
縁に連接させてあって、その後部を前記先導体1より突
出するように形成してあるもので、中間部に形成した段
部3dに衝撃吸収および加圧用のコイルばね12を外装し、
その後縁を前記先導体1の内周に螺設しためねじ13に螺
合する調整ねじ14に当接させて、該押圧体3の通常の加
圧力を調整させてある。The main body 3b is connected to the rear edge of the forehead 3a, and has a rear portion protruding from the leading conductor 1, and is formed at an intermediate portion. Shock absorbing and pressurizing coil spring 12 is externally provided on step 3d,
The rear edge of the pressing body 3 is adjusted by adjusting the normal pressing force of the pressing body 3 by abutting an adjusting screw 14 which is screwed to a screw 13 for screwing the edge to the inner periphery of the leading conductor 1.
【0018】なお、前記した押圧体3は、図示してない
が、前頭部3aと主体部3bとを一体的に成形してもよいも
のであるが、前頭部3aの凹部10の打撃による損傷が激し
いときは、これらを二分割に成形して適宜この前頭部3a
を交換することが好ましく、更に、この前頭部3aは、後
側の主体部3bとの係合にあって、図3(a) および(b)に
示すように、前頭部3aか主体部3bのどちらか一方に延設
した係合部15, 16に嵌合させる構造を採用することもあ
る。Although the pressing body 3 is not shown, the forehead 3a and the main body 3b may be integrally formed. When severe damage is caused by these, these are formed into two parts and this forehead 3a
It is preferable that the front head 3a is engaged with the rear main body 3b, and as shown in FIGS. 3 (a) and 3 (b), In some cases, a structure may be employed in which engagement is made with the engaging portions 15 and 16 extending to either one of the portions 3b.
【0019】また、この押圧体3の後部は、後記する押
圧手段5に連接させた中間筒体17の前部にねじ等により
固着した取付管18にその外周を支持されているもので、
この取付管18の鍔部19に押圧体3の後縁を当接させて、
押圧手段5の押圧力が伝達されるようにしてある。The rear part of the pressing body 3 is supported at its outer periphery by a mounting tube 18 fixed by screws or the like to the front part of an intermediate cylindrical body 17 connected to the pressing means 5 described later.
The rear edge of the pressing body 3 is brought into contact with the flange 19 of the mounting pipe 18,
The pressing force of the pressing means 5 is transmitted.
【0020】前記した打撃体4は、硬質で剛性処理を施
した棒状に形成して、前記押圧体3に設けた中空部11へ
進退自在に挿嵌して駆動手段6により前記押圧体3を操
作するもので、その前端は前記押圧体3の受面3cに当接
させてある。The hitting body 4 is formed in a hard and rigid rod shape, and is inserted into a hollow portion 11 provided in the pressing body 3 so as to be able to advance and retreat, and the driving body 6 pushes the pressing body 3. The front end is in contact with the receiving surface 3c of the pressing body 3.
【0021】そして、この打撃体4を駆動する駆動手段
6は加圧空気を用いるもので、管体20に内接したバルブ
(図示せず)により適宜その給排気を連続的に繰り返
し、前記打撃体4の後端部に当接させたピストン21に加
圧空気を与えることにより、このピストン21の150 〜20
0 mmの往復運動によって、最先端部の先導体1における
螺旋羽根8の破砕刃8aが前後に水平移動して、その前方
の障害物、例えば、コンクリート塊や杭あるいは岩石等
を砕いて直進挿管を可能にする。The driving means 6 for driving the striking body 4 uses pressurized air, and the supply and exhaust of the striking body 4 are continuously and appropriately repeated by a valve (not shown) inscribed in the tubular body 20, and By applying pressurized air to the piston 21 which is in contact with the rear end of the body 4, 150 to 20
By the reciprocation of 0 mm, the crushing blade 8a of the spiral blade 8 in the tip conductor 1 at the forefront moves horizontally back and forth, and crushes obstacles in front of it, such as concrete blocks, piles, rocks, etc., and straightens the tube. Enable.
【0022】また、前記した押圧手段5は、油圧ユニッ
ト(図示せず)より発生する加圧油を利用する油圧シリ
ンダ22を用いるものであって、該油圧シリンダ22は、高
さ調整される支脚23に支承されるフレーム24へ水平に取
り付けられていて、該フレーム24は地中に掘られた発進
坑25へ強固に設置されているもので、前記油圧ユニット
からの加圧油により進退する油圧シリンダ22のロッド26
先端に加圧板27を介して前記押圧体3が取り付けられて
いる。The pressing means 5 uses a hydraulic cylinder 22 that utilizes pressurized oil generated by a hydraulic unit (not shown). The frame 24 is mounted horizontally on a frame 24 supported by 23, and the frame 24 is firmly installed in a starting pit 25 dug in the ground, and a hydraulic pressure that moves forward and backward by pressurized oil from the hydraulic unit. Rod 26 of cylinder 22
The pressing body 3 is attached to the tip via a pressing plate 27.
【0023】なお、この押圧体3と加圧板27との間には
地中に敷設する埋設管bが取り付けられているもので、
前記ロッド26の繰出量が限界に達すると、次の埋設管b
を連接しながら順次所定長さに接続するものである。A buried pipe b to be laid underground is attached between the pressing body 3 and the pressing plate 27.
When the extension amount of the rod 26 reaches the limit, the next buried pipe b
Are sequentially connected to a predetermined length while being connected.
【0024】そして、前記先導体1内には潤滑油が封入
されているもので、前記した球体2,押圧体3,打撃体
4等はこの潤滑油により焼き付き等が防止され、常に、
円滑な摺動が行なえるように構成されてあって、しか
も、押圧体3における前頭部3aと主体部3bとには互いに
相通する油孔28を複数箇所穿設してあり、その潤滑性を
向上させてあるもので、先導体1と取付管18および取付
管18の鍔部19と打撃体4との当接部を密封するオイルシ
ールリング29, 30をそれぞれ付設してある。The lubricating oil is sealed in the tip conductor 1. The lubricating oil prevents the sphere 2, the pressing body 3, the striking body 4 and the like from being seized.
The front body 3a and the main body 3b of the pressing body 3 are provided with a plurality of mutually communicating oil holes 28 at a plurality of locations so that smooth sliding can be performed. Oil seal rings 29 and 30 for sealing the contact portions between the leading conductor 1, the mounting pipe 18, and the flange 19 of the mounting pipe 18 and the impacting body 4 are respectively provided.
【0025】なお、図1において31は、中間筒体17内に
設けた前記ピストン21の支持筒32前縁と前記取付管18の
後縁とに配設したコイルスプリングで、打撃時の衝撃吸
収および押圧体3の位置や加圧力の均衡を図るものであ
り、前記支持筒32は前記筒体20に連接してあって、駆動
手段6の空圧がピストン21へ作動されるようにしてあ
る。In FIG. 1, reference numeral 31 designates a coil spring disposed at the front edge of the support cylinder 32 of the piston 21 provided in the intermediate cylinder 17 and at the rear edge of the mounting pipe 18 to absorb impact upon impact. The support cylinder 32 is connected to the cylinder 20 so that the pneumatic pressure of the driving means 6 is actuated to the piston 21. .
【0026】次に本発明実施例装置Aによる作用を説明
する。Next, the operation of the apparatus A according to the embodiment of the present invention will be described.
【0027】例えば、給排水設備工事等においてその配
管(外径68mm,一本の長さ480 mm)である埋設管bを敷
設しようとするときは、その始端部および終端部に、あ
らかじめ該地盤へ発進坑25および到達抗(図示せず)を
掘削しておき、この発進坑25内に押圧手段5における油
圧シリンダ22を取り付けたフレーム24を、そのロッド26
の繰り出し方向が水平となるように支脚23を調整した後
強固に設置する。For example, when laying a buried pipe b which is a pipe (outer diameter 68 mm, length 480 mm) in plumbing work or the like, it is necessary to install the buried pipe b at the start end and end end beforehand on the ground. The starting pit 25 and the arrival pit (not shown) are excavated, and the frame 24 to which the hydraulic cylinder 22 of the pressing means 5 is attached is inserted into the starting pit 25 and its rod 26
After the supporting legs 23 are adjusted so that the feeding direction of the supporting members 23 becomes horizontal, the supporting members 23 are firmly installed.
【0028】そして、そのロッド26の先端に加圧板27を
取り付け、一本目の埋設管bを取り付けて中間筒体17の
前部に、球体2,押圧体3,打撃体4を内蔵した先導体
1を固着すると管bの埋設準備ができる。A pressure plate 27 is attached to the tip of the rod 26, a first buried tube b is attached, and a spherical body 2, a pressing body 3, and a striking body 4 are built in the front part of the intermediate cylindrical body 17. When 1 is fixed, the tube b is ready for embedding.
【0029】次に、押圧手段5における油圧シリンダ22
を操作してそのロッド26を繰り出すと、加圧板27,埋設
管b,中間筒体17を介して押圧体3が300 〜700Kg/cm2
の加圧力により押されるもので、この前頭部3aの凹部10
が球体2を介して前記先導体1を押圧することにより、
該先導体1が地中へ水平に圧密推進される。Next, the hydraulic cylinder 22 in the pressing means 5
When the rod 26 is extended by operating the pressing member 3, the pressing body 3 is moved to 300 to 700 kg / cm 2 via the pressing plate 27, the buried pipe b, and the intermediate cylindrical body 17.
Of the forehead 3a.
Presses the leading conductor 1 through the sphere 2,
The leading conductor 1 is horizontally pressed into the ground.
【0030】この推進に伴って土圧が螺旋羽根8の周面
に掛かり、先導体1は押圧体3の外周を軸受として所定
方向へ回転しながら真直な挿入を進行させる。With this propulsion, earth pressure is applied to the peripheral surface of the spiral blade 8, and the leading conductor 1 advances straight insertion while rotating in a predetermined direction using the outer periphery of the pressing body 3 as a bearing.
【0031】この先導体1の前方の地盤が通常の地質の
間は、油圧シリンダ22の押圧により前記螺旋羽根8の回
転によって削土しながら順調に直進精度を保持して推進
されるものであるが、その前方にコンクリート塊や杭等
の障害物が出現したときは、螺旋羽根8の破砕刃8aがこ
れに当たると共に、油圧シリンダ22の押圧に負荷(メー
ターゲージ等により確認する。)が掛かって、この挿管
が妨げられるので、給油を止めるかリリーフ弁より逃が
し推進力を弱めるかして、油圧シリンダ22による先導体
1の推進は一旦停止した状態でこの位置を保持する。While the ground in front of the leading conductor 1 is in normal geology, the hydraulic cylinder 22 is pressed to propel the soil while cutting the soil by the rotation of the spiral blade 8 while maintaining the straight running accuracy. When an obstacle such as a concrete block or a pile appears in front of it, the crushing blade 8a of the spiral blade 8 hits the obstacle, and a load (confirmed by a meter gauge or the like) is applied to the pressing of the hydraulic cylinder 22. Since this intubation is obstructed, the lubrication is stopped or the propulsion force is released from the relief valve to reduce the propulsion force, and the propulsion of the leading conductor 1 by the hydraulic cylinder 22 is temporarily stopped, and this position is maintained.
【0032】そして、エアーによる駆動手段6を操作す
ると、支持筒32内に設けられたピストン21に加圧空気が
作用され、該加圧空気の切り替えによりピストン21が所
定ストロークで進退するので、これに連接した打撃体4
が押圧体3における前頭部3aの受面3cを打撃する。When the air driving means 6 is operated, pressurized air is applied to the piston 21 provided in the support cylinder 32, and the switching of the pressurized air causes the piston 21 to advance and retreat at a predetermined stroke. Hitting body 4 connected to
Strikes the receiving surface 3c of the forehead 3a of the pressing body 3.
【0033】これに伴って、前頭部3aの凹部10は球体2
を介して先導体1の凹部9に衝撃を与えるので、該先導
体1の外周に突設した螺旋羽根8の破砕刃8aが徐々に障
害物を砕いて、挿管が可能な状態まで破砕する。Accordingly, the concave portion 10 of the forehead 3a is
Impact on the concave portion 9 of the leading conductor 1 through the inner conductor, the crushing blade 8a of the spiral blade 8 protruding from the outer periphery of the leading conductor 1 gradually crushes the obstacle, and crushes to a state where intubation is possible.
【0034】押圧手段3において掛かる油圧の負荷が軽
くなったら、再び、油圧シリンダ22への通常の給油を開
始すると、先導体1が推進され挿管が再開されるもの
で、これにより先導体1は希望する方向をずれることな
く精度の高い真直度で推進が行なわれるものであり、到
達抗まで設定した直線的ラインにより埋設管bが敷設さ
れる。When the pressure of the hydraulic pressure applied by the pressing means 3 is reduced, when the normal oil supply to the hydraulic cylinder 22 is started again, the leading conductor 1 is propelled and the intubation is restarted. The propulsion is performed with a high degree of straightness without deviating from the desired direction, and the buried pipe b is laid by a straight line set up to the reaching depth.
【0035】[0035]
【発明の効果】前述したように本発明の地盤穿孔装置
は、先導体における螺旋羽根の回転によって、推進だけ
の比較的軟らかい地盤から、推進前方に障害物が出現す
る異常地盤に亘るいずれの場合であっても、一律に高精
度の挿管方向をもった埋設管敷設工事が行なえる。As described above, the ground drilling device of the present invention can be used in any case, from the relatively soft ground for propulsion only to the abnormal ground where obstacles appear in front of the propulsion due to the rotation of the spiral blade in the leading conductor. Even in this case, it is possible to lay a buried pipe with a highly accurate intubation direction.
【0036】また、先導体に衝撃を与えつつ推進するこ
とによりその推進速度が向上して、埋設管の敷設工期も
大幅に減縮される。等の格別な効果を奏するものであ
る。In addition, the propulsion speed is improved by applying the impact to the leading conductor while applying an impact, and the construction period of the buried pipe is greatly reduced. And so on.
【図1】本発明に関する地盤穿孔装置の要部を示す半断
面図である。FIG. 1 is a half sectional view showing a main part of a ground drilling device according to the present invention.
【図2】図1における装置による挿管状態を示す説明図
である。FIG. 2 is an explanatory view showing an intubation state by the device in FIG.
【図3】図1における押圧体の他の例をそれぞれ示す一
部の断面図である。FIG. 3 is a partial cross-sectional view showing another example of the pressing body in FIG. 1;
1 先導体 2 球体 3 押圧体 4 打撃体 5 押圧手段 6 駆動手段 8 螺旋羽根 9 凹部 DESCRIPTION OF SYMBOLS 1 Lead conductor 2 Sphere 3 Pressing body 4 Hitting body 5 Pressing means 6 Driving means 8 Spiral blade 9 Recess
Claims (1)
枚の螺旋羽根を放射状に突設した筒状の先導体と、該先
導体内における前端部に設けた凹部に納まり得る球体
と、前記先導体内へ摺動可能に挿嵌してその前縁が前記
球体に当接する前記先導体の押圧体と、該押圧体に設け
た中空部へ進退自在に挿嵌して駆動手段により前記押圧
体を操作する打撃体と、前記押圧体へ連係させた押圧手
段とを備えさせたことを特徴とする地盤穿孔装置。1. A cylindrical leading conductor having a hollow inside and a plurality of spiral blades radially protruding from an outer peripheral side thereof, and a sphere that can be accommodated in a concave portion provided at a front end in the leading conductor. A pressing body of the front conductor whose front edge abuts the sphere and is slidably inserted into the front conductor, and is inserted into the hollow portion provided in the pressing body so as to be able to advance and retreat, and the driving means presses the pressing body. A ground drilling device, comprising: a striking body for manipulating a body; and pressing means linked to the pressing body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16472892A JP2637014B2 (en) | 1992-06-23 | 1992-06-23 | Ground drilling equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16472892A JP2637014B2 (en) | 1992-06-23 | 1992-06-23 | Ground drilling equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0610588A JPH0610588A (en) | 1994-01-18 |
| JP2637014B2 true JP2637014B2 (en) | 1997-08-06 |
Family
ID=15798776
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16472892A Expired - Fee Related JP2637014B2 (en) | 1992-06-23 | 1992-06-23 | Ground drilling equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2637014B2 (en) |
-
1992
- 1992-06-23 JP JP16472892A patent/JP2637014B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0610588A (en) | 1994-01-18 |
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