JP2002168083A - Driving machine for small aperture pipe - Google Patents

Driving machine for small aperture pipe

Info

Publication number
JP2002168083A
JP2002168083A JP2000368385A JP2000368385A JP2002168083A JP 2002168083 A JP2002168083 A JP 2002168083A JP 2000368385 A JP2000368385 A JP 2000368385A JP 2000368385 A JP2000368385 A JP 2000368385A JP 2002168083 A JP2002168083 A JP 2002168083A
Authority
JP
Japan
Prior art keywords
pedestal
end plate
pipe
conductor
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.)
Granted
Application number
JP2000368385A
Other languages
Japanese (ja)
Other versions
JP3693286B2 (en
Inventor
Hideki Moriya
秀樹 森谷
Kazuhiro Endo
和弘 遠藤
Takashi Moro
茂呂  隆
Masami Oki
正巳 大木
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.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery Co Ltd
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 Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP2000368385A priority Critical patent/JP3693286B2/en
Publication of JP2002168083A publication Critical patent/JP2002168083A/en
Application granted granted Critical
Publication of JP3693286B2 publication Critical patent/JP3693286B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a drive machine for a small aperture pipe having a construction capable of improving the workability during the couping and division of a plot body. SOLUTION: A pedestal 22 is provided at one end plate 9b of a neighboring divided pilot body in a movable and tiltable manner in a direction normal to the drive direction. A piping guide portions such as a coupler 23 and a guide pin 17 or the like are provided at the pedestal 22.

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、先端に掘削装置を
有する先導体に埋設管を接続し、発進立抗内に設置され
た元押装置により前記埋設管を押圧して前記先導体と共
に埋設管を掘進させて埋設する小口径管掘進機に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a buried pipe connected to a leading conductor having a digging device at the tip, and the buried pipe is pressed by a main pushing device installed in a starting stand to bury the leading pipe together with the leading conductor. The present invention relates to a small-diameter pipe excavator for excavating and embedding a pipe.

【0002】[0002]

【従来の技術】地中に水道管やケーブル埋設管などの管
を埋設する工法として、管掘進工法と称する工法が従来
から知られている。この工法は、発進立抗より掘削装置
を有する先導体および該先導体に順次接続される埋設管
を掘進させ、先導体が到達立抗に達したら、到達立抗で
先導体を回収し、埋設管は地中に残す。従って、発進立
抗は、先導体および元押装置を配置させるに足る寸法が
必要となる。また、到達立抗は先導体を回収できる寸法
が必要である。
2. Description of the Related Art As a method of burying a pipe such as a water pipe or a cable buried pipe in the ground, a method called a pipe excavation method has been conventionally known. This method involves excavating a leading conductor having a digging device and a buried pipe sequentially connected to the leading conductor from the starting standing pier, and when the leading conductor reaches the reaching pier, recovers the leading conductor with the reaching pier, and buries it. Leave the tube underground. Therefore, the starting resistance needs to be large enough to dispose the leading conductor and the pushing device. In addition, the reaching resistance needs to be large enough to collect the leading conductor.

【0003】前記先導体は、以下に述べる理由によっ
て、掘進方向に複数個に分割された構造が採用される。
掘進工法は、道路の下を施工するのが一般的であるが、
施工時の交通渋滞の緩和や地域住民に迷惑をかけないよ
うに、できるだけ小さな立抗で作業できることが望まれ
る。また、立抗掘削コストを低減するためにはコンパク
トな機械が望まれる。しかし、先導体外径は、埋設管径
によって決定され、元押装置も幅は管径によって一定の
幅が必要である。このため、コンパクト化はもっぱら長
さを短くする方向で行われる。
The leading conductor has a structure divided into a plurality of parts in the direction of excavation for the following reason.
The excavation method is generally constructed under the road,
It is desirable to be able to work with as small a stand as possible so as to alleviate traffic congestion during construction and not to disturb local residents. In addition, a compact machine is desired to reduce the vertical excavation cost. However, the outer diameter of the leading conductor is determined by the diameter of the buried pipe, and the width of the main pressing device also needs to be constant depending on the diameter of the pipe. For this reason, downsizing is performed mainly in the direction of shortening the length.

【0004】先導体はコンパクト化が望まれるものの、
一方では多様な土質に対応し、しかも高速、高精度で掘
進させるため、できるだけ大容量の掘削装置、排土装置
あるいは高精度の測量装置を先導体内に内蔵しなければ
ならず、大幅な短尺化を実現することが困難である。従
って、小型立抗用として、先導体は発進時と到達時の少
なくともいずれかで分割できる構造が採用される。先導
体を分割回収する例として、特開平10−37671号
公報に記載のものがあり、また、発進時に分割した例と
して特開2000−38897に記載のものがある。
[0004] Although the tip conductor is desired to be compact,
On the other hand, in order to excavate at high speed and with high accuracy in order to cope with various types of soils, it is necessary to incorporate as large an excavator, earth removal device or high-accuracy surveying device as possible in the conductor, greatly shortening the length. Is difficult to achieve. Therefore, a structure in which the leading conductor can be divided at least at the time of starting and at the time of reaching is adopted for small-sized standing use. Japanese Patent Application Laid-Open No. Hei 10-37671 discloses an example in which the leading conductor is divided and collected, and Japanese Patent Application Laid-Open No. 2000-38897 discloses an example in which the leading conductor is divided when starting.

【0005】図7(A)、(B)は従来の先導体の分割
構造を示す図である。図7において、50、51は分割
された先導体の前胴と後胴であり、これらは端部52、
53において、外周のフランジでボルト54により結合
される。端部52、53には、掘削装置の駆動装置であ
る油圧モータへの油圧配管や掘進方向調整用油圧シリン
ダへの油圧配管の継手55と位置合わせのための案内部
(ガイドピンとガイド孔)56とが設けられる。図示例
は到達立抗において、前胴50を後胴51から分割する
例を示しており、前胴50を地上からのクレーン57で
吊り、ボルト54を外し、バール58を端部52、53
間に入れてこじりながら分割する。
FIGS. 7A and 7B are views showing a conventional split structure of a leading conductor. In FIG. 7, reference numerals 50 and 51 denote a front body and a rear body of the divided front conductor, which are end portions 52,
At 53, the outer peripheral flange is connected by bolts 54. Guide portions (guide pins and guide holes) 56 for alignment with a hydraulic pipe to a hydraulic motor which is a driving device of the excavator and a hydraulic pipe to a hydraulic cylinder for adjusting the excavation direction are provided at the ends 52 and 53. Are provided. The illustrated example shows an example in which the front trunk 50 is divided from the rear trunk 51 in the arrival standing, the front trunk 50 is suspended by a crane 57 from the ground, the bolt 54 is removed, and the crowbar 58 is connected to the ends 52, 53.
Split while prying in between.

【0006】[0006]

【発明が解決しようとする課題】前記のような結合、分
割構造を有する先導体構造において、継手55には結合
により自動的に油路を連通させるクイックカプラを使用
することにより、結合、分割作業は簡略化し得た。しか
し、カプラ55は、その構造上、許容偏心量が非常に小
さいため、狭隘な発進立抗内で後胴51をクレーンで吊
って結合作業を行う場合、前胴50と後胴51とを適正
な位置に合わせることが難しく、位置合わせに高い精度
を要する。
In the leading conductor structure having the coupling and splitting structure as described above, the joint 55 is provided with a quick coupler for automatically connecting the oil passage by coupling, so that the coupling and dividing work can be performed. Could be simplified. However, the coupler 55 has an extremely small allowable eccentricity due to its structure. Therefore, when the rear body 51 is hung by a crane in a narrow starting stand and the joining operation is performed, the front body 50 and the rear body 51 are appropriately adjusted. It is difficult to adjust to a proper position, and high accuracy is required for positioning.

【0007】また、発進立抗には既設埋設物や立抗壁の
支保(H形鋼等)等、吊り作業の障害となるものが多く
存在し、必ずしも吊り位置を重心位置に合わせられると
は限らない。吊り位置と重心位置がずれた状態では、分
割された一方のクレーンに吊られた先導体が傾斜し、結
合がさらに困難になる。また、図7のような分割作業の
場合は、吊り位置が重心位置からずれると先導体が矢印
Rで示すように回転しようとし、位置合わせのための案
内部56のガイドピンにせん断力が作用する。このた
め、ガイドピンとして、せん断力に耐え得る太いものが
必要となり、機内配置に大きなスペースを要する。
[0007] In addition, there are many obstacles to the suspension work, such as the support of an existing buried object or a standing wall (H-section steel, etc.), and the suspension position cannot always be adjusted to the center of gravity. Not exclusively. When the suspended position and the position of the center of gravity are displaced, the tip conductor suspended by one of the divided cranes is inclined, and the connection becomes more difficult. In the case of the division work as shown in FIG. 7, when the suspension position is shifted from the position of the center of gravity, the leading conductor tries to rotate as shown by the arrow R, and a shear force acts on the guide pin of the guide portion 56 for positioning. I do. For this reason, a thick guide pin that can withstand the shearing force is required as the guide pin, and a large space is required for arrangement in the machine.

【0008】また、図7(B)のように分割部をバール
58でこじりながら分割する場合には、先導体をガイド
ピンの許容隙間分しか傾動できない。このように、ガイ
ドピンの許容隙間分しか傾動できない構造ではカプラ5
5の許容偏心量が小さいため、傾動角を大きくとれず、
作業性が悪い。
In the case where the split portion is split while being pryed with a burl 58 as shown in FIG. 7B, the leading conductor can only be tilted by the allowable gap of the guide pin. As described above, in a structure in which the guide pin can be tilted only by the allowable clearance, the coupler 5
Since the allowable eccentricity of 5 is small, the tilt angle cannot be large,
Poor workability.

【0009】本発明は、上記問題点に鑑み、先導体の結
合、分割時の作業性を向上させることができる構造の小
口径管掘進機を提供することを目的とする。
SUMMARY OF THE INVENTION In view of the above problems, it is an object of the present invention to provide a small-diameter pipe excavator having a structure capable of improving the workability at the time of coupling and splitting of a conductor.

【0010】[0010]

【課題を解決するための手段と作用、効果】請求項1の
小口径管掘進機は、先端に掘削装置を有する先導体に埋
設管を接続し、発進立抗内に設置された元押装置により
前記埋設管を押圧して前記先導体と共に埋設管を掘進さ
せて埋設するものであって、前記先導体は掘進方向に複
数に分割可能に構成され、分割された先導体どうしを結
合する端板に、流体配管用継手と、該継手の位置合わせ
を行う案内部とを備えた小口径管掘進機において、互い
に結合される端板の一方に、掘進方向の垂直方向に可動
でかつ傾動可能に台座を設け、該台座に前記流体配管用
継手と前記案内部とを設けたことを特徴とする。
According to the first aspect of the present invention, there is provided a small-diameter pipe excavator in which a buried pipe is connected to a leading conductor having a drilling device at a tip, and a main pushing device installed in a starting stand. And presses the buried pipe to excavate the buried pipe together with the leading conductor, and embeds the leading conductor so that the leading conductor can be divided into a plurality of pieces in the direction of excavation. In a small-diameter pipe excavator provided with a fluid pipe joint and a guide portion for aligning the joint on a plate, one of the end plates connected to each other is movable and tiltable in the vertical direction of the excavation direction. A pedestal, and the fluid pipe joint and the guide portion are provided on the pedestal.

【0011】このように、台座に継手と案内部を設け、
これを掘進方向に垂直方向に可動とし、かつ傾動可能と
すれば、結合の際に、分割された先導体間に多少の位置
ずれがあっても、案内部の作用によって台座が動いて継
手の雌雄の継手の位置合わせが行え、高精度の芯合わせ
を行う必要なく継手どうしの結合が行える。また、この
位置合わせの際に、クレーン等により吊られた一方の先
導体が傾いている場合、案内部のガイド作用によって台
座も傾動するので、継手の結合が容易となる。このよう
に、分割された先導体どうしの結合時に高精度の芯合わ
せが不要となるので、作業性が向上する。
Thus, the joint and the guide are provided on the base,
If this is made movable in the direction perpendicular to the excavation direction and can be tilted, even if there is a slight displacement between the divided leading conductors at the time of coupling, the pedestal moves due to the action of the guide part and the joint Male and female joints can be aligned, and joints can be connected without the need for high-precision alignment. In addition, when one of the leading conductors suspended by a crane or the like is inclined at the time of this alignment, the pedestal is also inclined by the guide action of the guide portion, so that the joint can be easily connected. As described above, since high-precision alignment is not required at the time of joining the divided leading conductors, workability is improved.

【0012】また先導体分割時に、クレーン等により支
持された分割先導体の重心ずれにより回転力が加わった
場合、台座が傾動するため、案内部に荷重がかからず、
案内部を構成する部材を小さな部材とすることができ
る。
In addition, when a rotational force is applied due to the displacement of the center of gravity of the divided conductor supported by a crane or the like at the time of dividing the leading conductor, the pedestal is tilted, so that no load is applied to the guide portion.
The member constituting the guide portion can be a small member.

【0013】また、分割部をバール等でこじりながら分
割を行う場合、台座が傾動可能であるため、分割先導体
どうしの傾動角を大きくとることができる。このため、
分割が容易となり、分割時の作業性も向上する。
In the case where the division is performed while the division is twisted with a crowbar or the like, the pedestal can be inclined, so that the inclination angle between the conductors to be divided can be increased. For this reason,
Division becomes easy, and workability at the time of division is also improved.

【0014】請求項2の小口径管掘進機は、請求項1に
おいて、前記端板に、前記可動の台座を、該台座の相手
側端板への突出を防ぐボルトと、該台座を相手側端板側
へ押圧する圧縮ばねにより取付けたことを特徴とする。
According to a second aspect of the present invention, there is provided a small-diameter pipe excavator according to the first aspect, wherein the movable pedestal is provided on the end plate, a bolt for preventing the pedestal from projecting to the mating end plate, and the pedestal is connected to the mating end. Attached by a compression spring that presses toward the end plate.

【0015】このように、台座をボビンと圧縮ばねとに
より端板に対して可動に取付ければ、分割先導体を結合
する際、台座に結合される油圧ホース等の配管の曲がり
等によって生じる台座の傾斜や移動を防ぎ、台座を有る
べき箇所に留めておくことができるため、結合が容易と
なる。
If the pedestal is movably attached to the end plate by the bobbin and the compression spring as described above, the pedestal generated by bending of a pipe such as a hydraulic hose connected to the pedestal when the divided conductor is connected. Can be prevented from being tilted or moved, and the pedestal can be fixed at a place where it should be, thereby facilitating the connection.

【0016】[0016]

【発明の実施の形態】図1は本発明の小口径管掘進機の
一実施の形態を示す断面図である。図中、1は発進立
抗、2は該発進立抗1に設置した元押装置、3は前胴3
aと後胴3bとからなる先導体である。前胴3aは、円
盤状の掘削具4およびその回転駆動用油圧モータ5を有
する第1の胴6と、該第1の胴6を3本以上の油圧シリ
ンダ7により傾動可能に結合した第2の胴8とからな
る。
FIG. 1 is a sectional view showing an embodiment of a small-diameter pipe excavator according to the present invention. In the figure, 1 is a starting stand, 2 is a main pushing device installed on the starting stand 1, 3 is a front trunk 3
a and the rear conductor 3b. The front body 3a has a first body 6 having a disc-shaped excavator 4 and a hydraulic motor 5 for rotating the same, and a second body 6 in which the first body 6 is tiltably connected by three or more hydraulic cylinders 7. And a torso 8.

【0017】前胴3aと後胴3bとは、分割部9におい
て結合される。後胴3b内には、胴体に設けた開口部1
0から導入される掘削土砂を排土ホース11を介して地
上に排出する油圧式ピストンポンプ等でなる排土ポンプ
12が内蔵されている。後胴3bには埋設管13が分離
可能に結合される。本発明は埋設管13として内径が8
0mm以下のものを対象とする。
The front trunk 3a and the rear trunk 3b are joined at a dividing part 9. An opening 1 provided in the body is provided in the rear body 3b.
An earth removal pump 12 composed of a hydraulic piston pump or the like that discharges excavated earth and sand introduced from 0 to the ground via an earth removal hose 11 is built in. A buried pipe 13 is detachably connected to the rear trunk 3b. In the present invention, the buried pipe 13 has an inner diameter of 8
The target is 0 mm or less.

【0018】この小口径管掘進機は、まず前胴3aを、
油圧モータ5により掘削具4を回転させ、かつ元押装置
2により押圧しながら掘進し、前胴3aがほとんど地中
に埋設されたら、後胴3bを分割部9において結合し、
再度前記元押装置2により先導体3を押し込み、油圧モ
ータ5により掘削具4を回転させて掘進する。この時、
作泥剤(液体)をホース(図示せず)を通して掘削具4
の先端より噴出し、掘削により生じた作泥剤と土砂との
混合泥を、前胴3aの外周面を通しかつ後胴3bの開口
部10から後胴3b内に導入して排土ポンプ12によ
り、該排土ポンプ12に接続される排土ホース14を通
して地上に排出しながら掘進する。その後、所定の長さ
の埋設管13を順次継ぎ足し、前記同様に掘進する。
In this small-diameter pipe excavator, first, the front body 3a is
The excavator 4 is rotated by the hydraulic motor 5 and excavated while being pressed by the main pushing device 2. When the front trunk 3 a is almost buried in the ground, the rear trunk 3 b is joined at the dividing part 9,
The leading conductor 3 is pushed again by the former pushing device 2 and the excavator 4 is rotated by the hydraulic motor 5 to excavate. At this time,
Drilling tool 4 through mud (liquid) through hose (not shown)
The mixed mud of mud-producing agent and earth and sand generated by excavation is introduced through the outer peripheral surface of the front body 3a and is introduced into the rear body 3b from the opening 10 of the rear body 3b. As a result, digging is performed while discharging to the ground through a discharging hose 14 connected to the discharging pump 12. After that, the buried pipes 13 of a predetermined length are sequentially added and excavated in the same manner as described above.

【0019】なお、前記油圧ホース5や油圧シリンダ7
に対する油圧ホース(図示せず)は、埋設管13や先導
体3内に収容される。そして油圧ホースの継手部分で圧
力損失が生じるので、継手部分をできるだけ少なくする
ため、埋設管13の数本あたり1本ずつ油圧ホースを継
ぎ足すようにする。なお、これらの油圧ホースは、本数
をできるだけ少なくするため、前胴3a内の複数本の油
圧シリンダ7に対して往き戻り2本の油圧ホースを後胴
3bおよび埋設管13内に通し、前胴3a内に設けた電
磁弁により、個々の油圧シリンダ7のうちの1つのみに
選択的に2本の油圧ホースが連通させるようにする。
The hydraulic hose 5 and the hydraulic cylinder 7
Are accommodated in the buried pipe 13 and the conductor 3. Since a pressure loss occurs at the joint portion of the hydraulic hose, the hydraulic hose is added one by one every several buried pipes 13 in order to minimize the joint portion. In order to reduce the number of these hydraulic hoses as much as possible, the two hydraulic hoses go back and forth with respect to the plurality of hydraulic cylinders 7 in the front body 3a and pass through the rear body 3b and the buried pipe 13 so as to be connected to the front body 3a. Two hydraulic hoses are selectively connected to only one of the individual hydraulic cylinders 7 by an electromagnetic valve provided in 3a.

【0020】また、直進的に掘進が行われているかどう
かをチェックするため、元押装置2側からレーザ光を先
導体3側に照射し、先導体3側に設けた受光素子で受光
して受光状態により直進度合を判定するが、この場合、
受光信号を地上に送るためのケーブルや、第2の胴8に
対する第1の胴6の傾斜度合を検出するセンサーの信号
を送るためのケーブルが先導体3や埋設管13に通され
るが、これらは分割部9においては、端板9a、9bに
設けられた開口部(図示せず)を通し、接続部で長さに
余裕を持たせて接続される。
Further, in order to check whether or not the excavation is performed in a straight line, a laser beam is emitted from the main pressing device 2 to the front conductor 3 and received by a light receiving element provided on the front conductor 3 side. The degree of straight traveling is determined based on the light receiving state.
A cable for transmitting a light receiving signal to the ground and a cable for transmitting a signal of a sensor for detecting the degree of inclination of the first trunk 6 with respect to the second trunk 8 are passed through the leading conductor 3 and the buried pipe 13. These parts are connected to each other in the divided part 9 through openings (not shown) provided in the end plates 9a and 9b, with a margin in length at a connecting part.

【0021】図2は前記分割部9の一実施の形態の基本
構成を分割状態で示す断面図である。図2において、9
a、9bは前記分割部9の構成部材として設けられた端
板である。前胴3aの後端に設けられる一方の端板9a
には、前記油圧モータ5あるいは油圧シリンダ7用の油
圧ホース15が接続されるクイックカプラの雌カプラ1
6と、ガイドピン17のガイド孔18が設けられる。ま
た、端板9aの外周のフランジ部19には、複数本(好
ましくは8本〜12本)のボルト20を挿通する孔19
aが設けられる。
FIG. 2 is a sectional view showing a basic configuration of an embodiment of the dividing section 9 in a divided state. In FIG. 2, 9
Reference numerals a and 9b denote end plates provided as constituent members of the dividing portion 9. One end plate 9a provided at the rear end of the front trunk 3a
The female coupler 1 of the quick coupler to which the hydraulic motor 5 or the hydraulic hose 15 for the hydraulic cylinder 7 is connected
6 and a guide hole 18 for a guide pin 17 are provided. A plurality of (preferably 8 to 12) holes 19 through which a plurality of (preferably 8 to 12) bolts 20 are inserted are formed in the flange portion 19 on the outer periphery of the end plate 9a.
a is provided.

【0022】後胴3bの前端に設けられる端板9bの端
板9aとの対向面には、凹部21が設けられ、該凹部2
1には、掘進方向に対して垂直をなす方向、すなわち上
下左右に移動可能に、かつ傾動可能に台座22に収容さ
れる。該台座22には、前記ガイド孔18に挿入する先
端17aをテーパー形に形成したガイドピン17が固定
され、かつクイックカプラの雄カプラ23が固定され
る。雄カプラ23には、前記油圧モータ5あるいは油圧
シリンダ7用の油圧ホース24が接続される。後胴3b
の端板9bの外周のフランジ部25には、前記フランジ
部19の孔19aに対応する位置にボルト20をねじ込
むねじ孔25aが設けられている。
A concave portion 21 is provided on a surface of the end plate 9b provided at the front end of the rear trunk 3b, facing the end plate 9a.
1 is accommodated in the pedestal 22 so as to be movable in the direction perpendicular to the excavation direction, that is, up, down, left and right, and tiltable. A guide pin 17 having a tapered tip 17a to be inserted into the guide hole 18 is fixed to the pedestal 22, and a male coupler 23 of a quick coupler is fixed. A hydraulic hose 24 for the hydraulic motor 5 or the hydraulic cylinder 7 is connected to the male coupler 23. Rear trunk 3b
A screw hole 25a into which the bolt 20 is screwed is provided at a position corresponding to the hole 19a of the flange 19 at the outer peripheral flange 25 of the end plate 9b.

【0023】前記雌雄のカプラ16、23は、前記油圧
モータ5用の2本の油圧ホースに対応するものと、前記
油圧シリンダ7用に共用される2本の油圧ホースに対応
するものの合計4対設けられるが、1対で代表させて表
示している。
The male and female couplers 16, 23 correspond to two hydraulic hoses for the hydraulic motor 5 and two hydraulic hoses shared for the hydraulic cylinder 7, for a total of four pairs. Although they are provided, they are represented by one pair.

【0024】図3は前胴3aと後胴3bとを結合した状
態を示し、この状態では各カプラ16、23の弁体16
a、23aが圧縮ばね16b、23bに抗して互いに圧
接されることにより、両カプラの内空部どうしが連通す
る。雌カプラ16の雄カプラ嵌合部の内壁には、結合状
態で外部に流体を漏らさないようにシール16cが設け
られている。
FIG. 3 shows a state in which the front body 3a and the rear body 3b are connected. In this state, the valve bodies 16 of the couplers 16 and 23 are connected.
The inner space portions of both couplers communicate with each other by the a and 23a being pressed against each other against the compression springs 16b and 23b. A seal 16c is provided on the inner wall of the male coupler fitting portion of the female coupler 16 so as not to leak the fluid to the outside in the coupled state.

【0025】ここで、カプラはシール性を確保するた
め、芯ずれのわすかな寸法(シールつぶし量以下)しか
許容されない。カプラの位置合わせを行うために、下記
の関係を満足する必要がある。 A1<A2 B2<B1<シールつぶし量 ただし、A1:カプラの挿入代、A2:ガイドピン17
の先端テーパー部17a以外の部分の挿入代、B1:雄
カプラ23と雌カプラ16の嵌合部の隙間、B2:ガイ
ドピン17とガイド孔18との隙間。
Here, in order to ensure the sealing performance of the coupler, only a slight dimension of the misalignment (less than the seal crush amount) is allowed. In order to align the coupler, the following relationship must be satisfied. A1 <A2 B2 <B1 <Seal crushing amount where A1: coupler insertion allowance, A2: guide pin 17
B1: a gap between the fitting portions of the male coupler 23 and the female coupler 16, and B2: a gap between the guide pin 17 and the guide hole 18.

【0026】この先導体の分割部9における結合は次の
ように行われる。前胴3aと後胴3bを粗位置決めし、
近づけていくと、ガイドピン17が前胴3aの端板9a
に接触する。そして、図4に示すように、ガイドピン1
7をガイド孔18に挿入する。ここで、ガイドピン1
7、雄カプラ23は台座22に固定されているため、ガ
イドピン17とガイド孔18との嵌合により、雌雄のカ
プラ16、23の芯合わせを行うことができる。また、
台座22は後胴3b内に端板9bの面内方向に移動可能
にかつ傾動可能に配置されているので、前胴3aと後胴
3bの位置がずれていても、図4のように、後胴3bの
端板9bに対して台座22のみが移動あるいは傾動し、
カプラ16、23の芯合わせを、ガイドピン17に大き
な応力を加えることなく容易に行うことができる。
The coupling of the leading conductor at the dividing portion 9 is performed as follows. The front body 3a and the rear body 3b are roughly positioned,
When approaching, the guide pin 17 is moved to the end plate 9a of the front body 3a.
Contact Then, as shown in FIG.
7 is inserted into the guide hole 18. Here, guide pin 1
7. Since the male coupler 23 is fixed to the pedestal 22, the male and female couplers 16 and 23 can be centered by fitting the guide pin 17 and the guide hole 18. Also,
Since the pedestal 22 is disposed in the rear trunk 3b so as to be movable and tiltable in the in-plane direction of the end plate 9b, even if the positions of the front trunk 3a and the rear trunk 3b are shifted, as shown in FIG. Only the pedestal 22 moves or tilts with respect to the end plate 9b of the rear trunk 3b,
The alignment of the couplers 16 and 23 can be easily performed without applying a large stress to the guide pin 17.

【0027】このようにしてカプラ16、23を合わせ
た後、図5に示すように、端板9a、9bを合わせ、ボ
ルト20を孔19aに挿通してフランジ部25のねじ孔
25aにねじ込んで締め付けることにより、前胴3aと
後胴3bとを結合する。
After coupling the couplers 16 and 23 in this manner, as shown in FIG. 5, the end plates 9a and 9b are aligned, and the bolt 20 is inserted through the hole 19a and screwed into the screw hole 25a of the flange portion 25. By tightening, the front trunk 3a and the rear trunk 3b are joined.

【0028】前胴3aと後胴3bとを、前胴3aまたは
後胴3bをクレーンで吊って分割するときは、まず両者
を締結しているボルト20を取外す。この時、まだ前胴
3aと後胴3bとのフランジ部19、25は接触した状
態であり、前胴3aまたは後胴3bの吊り位置が重心位
置とずれている場合は、前胴3aまたは後胴3bが回転
しようとする。このため、従来の構成であれば、ガイド
ピンにせん断力がかかっていた。しかし本願発明による
構成では、ガイドピン17、雌雄のカプラ16、23は
台座22に取付けられ、前記回転に追従して台座22が
動くため、ガイドピン17にせん断力がかかることはな
い。従ってガイドピン17を小さい部材で構成できる。
When the front trunk 3a and the rear trunk 3b are divided by hanging the front trunk 3a or the rear trunk 3b with a crane, the bolts 20 that fasten the two are first removed. At this time, the flange portions 19 and 25 of the front trunk 3a and the rear trunk 3b are still in contact with each other, and if the suspension position of the front trunk 3a or the rear trunk 3b is shifted from the center of gravity, the front trunk 3a or the rear The torso 3b is about to rotate. For this reason, according to the conventional configuration, a shear force is applied to the guide pin. However, in the configuration according to the present invention, the guide pin 17 and the male and female couplers 16 and 23 are attached to the pedestal 22, and the pedestal 22 moves following the rotation, so that no shear force is applied to the guide pin 17. Therefore, the guide pin 17 can be constituted by a small member.

【0029】また、分割部9にバールを入れてこじる場
合、ガイドピン17、雌雄のカプラ16、23は台座2
2に取付けられ。台座22は傾動が可能であるため、ガ
イドピン17に無理な力がかかることはなく、分割が容
易となり、作業性が向上する。台座22の傾動角は必要
に応じて大きくとれる。
When a crowbar is inserted into the dividing portion 9 and prying, the guide pin 17 and the male and female couplers 16 and 23 are attached to the base 2.
2 attached. Since the pedestal 22 can be tilted, an excessive force is not applied to the guide pin 17, the division is facilitated, and the workability is improved. The tilt angle of the pedestal 22 can be increased as needed.

【0030】図6は本発明の他の実施の形態を示す断面
図である。本実施の形態は、端板9bの凹部21に収容
する台座22を、該台座22の相手側分割部への突出を
防ぐためのボルト26と、該台座22を相手側端板9a
側へ押圧する圧縮ばね27により取付けたものである。
ボルト26の頭部26aは、該頭部26aより大きな台
座22の凹部22aには嵌め込み、ボルト26の軸部
は、台座22のばか孔22bに挿通することにより、台
座22はボルト26の軸心方向、すなわち掘進方向の垂
直方向に可動であり、また端板9bと台座22との間に
間隙gが形成されることにより、台座22は端板9bに
対して傾動可能である。
FIG. 6 is a sectional view showing another embodiment of the present invention. In the present embodiment, a pedestal 22 accommodated in the concave portion 21 of the end plate 9b is provided with a bolt 26 for preventing the pedestal 22 from protruding to the mating division, and the pedestal 22 is connected to the mating end plate 9a.
It is attached by a compression spring 27 pressing to the side.
The head 26a of the bolt 26 is fitted into the recess 22a of the pedestal 22 which is larger than the head 26a, and the shaft of the bolt 26 is inserted through the fool hole 22b of the pedestal 22. The pedestal 22 can be tilted with respect to the end plate 9b by being movable in the direction, that is, the vertical direction of the excavation direction, and by forming a gap g between the end plate 9b and the pedestal 22.

【0031】このように、台座22をボルト26と圧縮
ばね27とにより端板9bに対して可動に取付ければ、
ボルト26の頭部26aが凹部22aに圧接して台座の
姿勢、位置が保持され、分割先導体(前胴9a、後胴9
b)を結合する際、台座のカプラ23に結合される油圧
ホース25等の配管の曲がり等によって生じる台座の傾
斜や移動を防ぎ、台座を有るべき箇所に留めておくこと
ができるため、結合が容易となる。このため、結合時の
作業性が向上する。
As described above, if the pedestal 22 is movably attached to the end plate 9b by the bolt 26 and the compression spring 27,
The head 26a of the bolt 26 is pressed against the concave portion 22a to maintain the posture and position of the pedestal.
When connecting b), the inclination and movement of the pedestal caused by bending of the piping such as the hydraulic hose 25 connected to the coupler 23 of the pedestal can be prevented, and the pedestal can be fixed at a desired position. It will be easier. For this reason, workability at the time of joining is improved.

【0032】本発明を実施する場合、前胴3aにガイド
ピン17を設け、後胴3bの台座22にガイド孔18を
設けた構成にしてもよい。また、台座22を前胴3aに
設けた構成にしてもよい。また、先導体3の分割位置や
カプラやガイドピンの数量には制約を受けない。また、
本発明は、地中に傾斜して管を掘進して埋設する場合に
も適用できる。
In practicing the present invention, a configuration may be adopted in which guide pins 17 are provided on the front body 3a and guide holes 18 are provided in the pedestal 22 of the rear body 3b. Further, the base 22 may be provided on the front trunk 3a. Further, there are no restrictions on the division position of the leading conductor 3 and the number of couplers and guide pins. Also,
The present invention can also be applied to a case where a pipe is dug up and buried under the ground.

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

【図1】本発明による小口径管掘進機の一実施の形態を
作業状態で示す断面図である。
FIG. 1 is a sectional view showing an embodiment of a small-diameter pipe excavator according to the present invention in a working state.

【図2】本発明による先導体の分割部の一実施の形態を
示す分割状態で示す断面図である。
FIG. 2 is a sectional view showing an embodiment of a divided portion of a leading conductor according to the present invention in a divided state.

【図3】図2の実施の形態の分割部の結合状態を示す拡
大断面図である。
FIG. 3 is an enlarged cross-sectional view showing a combined state of divided portions in the embodiment of FIG.

【図4】本実施の形態の分割部の結合前の状態を示す断
面図である。
FIG. 4 is a cross-sectional view showing a state before the division portions of the present embodiment are combined.

【図5】図4の状態からさらに結合を進めた状態を示す
断面図である。
FIG. 5 is a cross-sectional view showing a state where the connection is further advanced from the state of FIG. 4;

【図6】本発明の他の実施の形態を示す分割部の断面図
である。
FIG. 6 is a cross-sectional view of a divided part according to another embodiment of the present invention.

【図7】(A)は従来の先導体の分割部を示す側面図、
(B)はその分割時の状態を示す側面図である。
FIG. 7A is a side view showing a divided portion of a conventional leading conductor,
(B) is a side view showing the state at the time of division.

【符号の説明】[Explanation of symbols]

1:発進立抗、2:元押装置、3:先導体、3a:前
胴、3:後胴、4:掘削具、5;油圧モータ、6、第1
の胴、7:油圧シリンダ、8:第2の胴、9:分割部、
9a、9b:端板、10:開口部、11:排土管、1
2:排土ポンプ、13:埋設管、14:排土ホース、1
5:油圧ホース、16:雌カプラ、17:ガイドピン、
18:ガイド孔、19:フランジ部、20:ボルト、2
1:凹部、22:台座、23:雄カプラ、24:油圧ホ
ース、25:フランジ部、25a:ねじ孔、26:ボル
ト、27:圧縮ばね
1: Start standing resistance, 2: Main pushing device, 3: Lead conductor, 3a: Front trunk, 3: Rear trunk, 4: Drilling tool, 5; Hydraulic motor, 6, First
, 7: hydraulic cylinder, 8: second cylinder, 9: split part,
9a, 9b: end plate, 10: opening, 11: drain pipe, 1
2: earth removal pump, 13: buried pipe, 14: earth removal hose, 1
5: hydraulic hose, 16: female coupler, 17: guide pin,
18: guide hole, 19: flange, 20: bolt, 2
1: recess, 22: pedestal, 23: male coupler, 24: hydraulic hose, 25: flange, 25a: screw hole, 26: bolt, 27: compression spring

───────────────────────────────────────────────────── フロントページの続き (72)発明者 大木 正巳 茨城県土浦市神立町650番地 日立建機株 式会社土浦工場内 Fターム(参考) 2D054 AC18 AD28 BB08 DA12 DA15 EA01  ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Masami Oki 650 Kandamachi, Tsuchiura-shi, Ibaraki F-term in Tsuchiura Plant of Hitachi Construction Machinery Co., Ltd. (Reference) 2D054 AC18 AD28 BB08 DA12 DA15 EA01

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】先端に掘削装置を有する先導体に埋設管を
接続し、発進立抗内に設置された元押装置により前記埋
設管を押圧して前記先導体と共に埋設管を掘進させて埋
設するものであって、 前記先導体は掘進方向に複数に分割可能に構成され、 分割された先導体どうしを結合する端板に、流体配管用
継手と、該継手の位置合わせを行う案内部とを備えた小
口径管掘進機において、 互いに結合される端板の一方に、掘進方向の垂直方向に
可動でかつ傾動可能に台座を設け、 該台座に前記流体配管用継手と前記案内部とを設けたこ
とを特徴とする小口径管掘進機。
1. A buried pipe is connected to a leading conductor having a digging device at its tip, and the buried pipe is dug with the leading conductor by pressing the buried pipe by a main pushing device installed in a starting stand. Wherein the leading conductor is configured to be able to be divided into a plurality in the excavation direction, an end plate for coupling the divided leading conductors, a fluid piping joint, and a guide portion for positioning the joint. In a small-diameter pipe excavator provided with a base, a pedestal is provided on one of the end plates coupled to each other so as to be movable and tiltable in a vertical direction of the excavation direction, and the fluid pipe joint and the guide portion are provided on the pedestal. A small diameter pipe excavator characterized by being provided.
【請求項2】請求項1において、 前記端板に、前記可動の台座を、該台座の相手側端板へ
の突出を防ぐボルトと、該台座を相手側端板側へ押圧す
る圧縮ばねにより取付けたことを特徴とする小口径管掘
進機。
2. The end plate according to claim 1, wherein the movable pedestal is fixed to the end plate by a bolt for preventing the pedestal from projecting to a mating end plate, and a compression spring for pressing the pedestal to the mating end plate. A small diameter pipe excavator characterized by being attached.
JP2000368385A 2000-12-04 2000-12-04 Small caliber machine Expired - Lifetime JP3693286B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000368385A JP3693286B2 (en) 2000-12-04 2000-12-04 Small caliber machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000368385A JP3693286B2 (en) 2000-12-04 2000-12-04 Small caliber machine

Publications (2)

Publication Number Publication Date
JP2002168083A true JP2002168083A (en) 2002-06-11
JP3693286B2 JP3693286B2 (en) 2005-09-07

Family

ID=18838638

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000368385A Expired - Lifetime JP3693286B2 (en) 2000-12-04 2000-12-04 Small caliber machine

Country Status (1)

Country Link
JP (1) JP3693286B2 (en)

Also Published As

Publication number Publication date
JP3693286B2 (en) 2005-09-07

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