JPH01315579A - Pipe press-fitting device for circular arc propulsion construction and its usage - Google Patents

Pipe press-fitting device for circular arc propulsion construction and its usage

Info

Publication number
JPH01315579A
JPH01315579A JP14697888A JP14697888A JPH01315579A JP H01315579 A JPH01315579 A JP H01315579A JP 14697888 A JP14697888 A JP 14697888A JP 14697888 A JP14697888 A JP 14697888A JP H01315579 A JPH01315579 A JP H01315579A
Authority
JP
Japan
Prior art keywords
pipe
press
mouth
bent pipe
bent
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
JP14697888A
Other languages
Japanese (ja)
Other versions
JP2526096B2 (en
Inventor
Masatoshi Arai
正敏 新井
Takahiro Kimura
隆広 木村
Takashi Nakajima
隆 中島
Akira Okada
昭 岡田
Toshiaki Uramoto
浦本 俊明
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.)
Nippon Kokan Koji KK
JFE Engineering Corp
Original Assignee
Nippon Kokan Koji KK
NKK Corp
Nippon Kokan 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 Nippon Kokan Koji KK, NKK Corp, Nippon Kokan Ltd filed Critical Nippon Kokan Koji KK
Priority to JP63146978A priority Critical patent/JP2526096B2/en
Publication of JPH01315579A publication Critical patent/JPH01315579A/en
Application granted granted Critical
Publication of JP2526096B2 publication Critical patent/JP2526096B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Earth Drilling (AREA)

Abstract

PURPOSE:To properly and efficiently perform the press-fitting of a mouth pipe and the insertion of a bent pipe by connecting the mouth pipe to the tip of the bent pipe, press-fitting the mouth pipe into the ground, fitting a drilling device at the tip of the bent pipe separated from the mouth pipe, and performing the propulsion of the bent pipe. CONSTITUTION:A pipe press-fitting device is provided with a main body frame 2 tiltably provided on a base 1, a support jack 3 supporting the main body frame 2, a chuck body 4 for chucking a pipe slidably provided on the main body frame 2, and a press-fitting jack 5 to move the chuck body 4. A mouth pipe is connected to the tip of a bent pipe to be propelled, the bent pipe is chucked by the chuck body 4 and propelled by the press-fitting jack 5 in sequence, and the mouth pipe is press-fitted into the ground. The mouth pipe is then separated from the bent pipe, a drilling device is fitted to the tip of the bent pipe, the drilling device and the bent pipe are inserted into the mouth pipe, and the bent pipe is propelled.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、曲管を地上から地中に順次推進敷設する。所
謂円弧推進工法において、口元管や推進すべき曲管を地
中に圧入するための圧入装置及びその使用方法に関する
[Detailed Description of the Invention] [Industrial Application Field] The present invention sequentially propels and lays bent pipes from the ground to the ground. The present invention relates to a press-fitting device for press-fitting a mouth pipe or a curved pipe to be pushed into the ground in the so-called arc propulsion method, and a method of using the same.

〔従来の技術〕[Conventional technology]

比較的短幅の道路下、水路下等に曲管を弧状に推進敷設
するための工法として、所謂円弧推進工法が知られてい
る。この工法は、敷設すべき曲管(鞘管)の先端から突
出した掘削ドリルで地中を曲管外径よりも大きい径で掘
削し、曲管ユニットを地上側で順次接続しながら地中に
推進させることにより、曲管を円弧状に敷設するもので
ある。
A so-called arc propulsion method is known as a construction method for propulsion-laying curved pipes in an arc shape under relatively short roads, waterways, etc. This construction method uses a drill protruding from the tip of the bent pipe (sheath pipe) to excavate underground to a diameter larger than the outer diameter of the bent pipe, and then connects the bent pipe units one after the other on the ground side. By propelling the pipe, the bent pipe is laid in an arc shape.

このような工法では排土の排出を円滑に行わしめるため
、地上から数m程度の深さまで推進曲管よりも大径の口
元管を埋設し、曲管をこの口元管を通じて地中に推進さ
せ、排土を口元管と曲管との間を通じて地上に排出させ
るようにしている。
In this construction method, in order to smoothly discharge the soil, a pipe with a diameter larger than the propulsion curved pipe is buried to a depth of several meters from the ground, and the curved pipe is propelled into the ground through this pipe. The soil is discharged to the ground through between the mouth pipe and the bent pipe.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

従来2口元管を地中に埋設する場合、バイブロハンマで
背後端を打撃する方法が採られることもあるが、口元管
の入射角度が浅い場合にはこの方法は採ることができず
、結局、作業者が穴を掘って埋めるという非能率的な方
法によらざるを得ない。
Conventionally, when burying a two-port pipe underground, a method of hitting the rear end with a vibrohammer is sometimes used, but this method cannot be used if the angle of incidence of the pipe is shallow, and in the end, the work is difficult. They have no choice but to use the inefficient method of digging and filling holes.

本発明はこのような従来の問題に鑑みなされたもので、
口元管の圧入及び曲管自体の地中への押込みを適切且つ
能率的に行うことができる装置及びその装置の使用方法
を提供せんとするものである。
The present invention was made in view of such conventional problems,
It is an object of the present invention to provide a device capable of properly and efficiently press-fitting a mouth pipe and pushing the bent pipe itself into the ground, and a method of using the device.

〔課題を解決するための手段〕[Means to solve the problem]

このため本発明の装置は、ベース上に傾動自在に設けら
れる本体フレームと、該本体フレームを支持する支持ジ
ヤツキと、本体フレームに管圧入方向スライド移動可能
に設けられる管チヤツク用のチャック体と、該チャック
体をスライド移動させるべく本体フレームに設けられる
圧入ジヤツキとから構成される。
Therefore, the device of the present invention includes a main body frame that is tiltably provided on a base, a support jack that supports the main body frame, and a chuck body for a pipe chuck that is provided on the main body frame so as to be slidable in the pipe press-fitting direction. and a press-fit jack provided on the main body frame to slide the chuck body.

また、本発明法は、このような装置を用い口元管の圧入
及び曲管の推進を行う方法に係り、その構成は、推進す
べき曲管の先端に口元管を接続し、曲管を管圧入装置で
Jl)1次推進させることにより口元管を地中に圧入し
、口元管圧入後、口元管と曲管とを切り離し、曲管の先
端に掘削装置を取付け、該掘削装置及び曲管を口元管内
に挿入して曲管の推進を行うようにしたことにある。
Furthermore, the method of the present invention relates to a method of press-fitting a mouth pipe and propelling a bent pipe using such a device, and its configuration is such that the mouth pipe is connected to the tip of the bent pipe to be propelled, and the bent pipe is moved into the pipe. The mouth pipe is pressed into the ground by primary propulsion using a press-in device, and after the mouth pipe is press-fitted, the mouth pipe and the bent pipe are separated, an excavation device is attached to the tip of the bent pipe, and the drilling device and the bent pipe are separated. is inserted into the mouth canal to propel the curved tube.

〔実施例〕〔Example〕

第1図及び第2図は本発明の一実施例で、(1)はベー
スである。
FIGS. 1 and 2 show an embodiment of the present invention, and (1) is a base.

本発明の装置は、ベース(1)上に傾動可能に設けられ
る本体フレーム(2)と、該本体フレームを支持する支
持ジヤツキ(3)と、本体フレームにスライド移動可能
に設けられる管チヤツク用のチャック体(4)と、該チ
ャック体を移動させるための圧入ジヤツキ(5)とを備
えている。
The device of the present invention includes a main body frame (2) that is tiltably provided on a base (1), a support jack (3) that supports the main body frame, and a pipe chuck that is slidably provided on the main body frame. It includes a chuck body (4) and a press-fitting jack (5) for moving the chuck body.

前記本体フレーム(2)は、下端がベース(1)上に枢
着(6)され、支持ジヤツキ(3)により支持されるこ
とによりベース(1)上に傾動可能に設けられている。
The main body frame (2) has a lower end pivotally mounted (6) on the base (1), and is tiltably provided on the base (1) by being supported by a support jack (3).

本体フレーム(2)の上部及び下部には管をガイドする
ための1対のガイドローラ(7)が設けられている。
A pair of guide rollers (7) for guiding the tube are provided at the upper and lower parts of the main body frame (2).

なお、(8)は本体フレーム(2)を任意の角度に保持
する際のサポート部材であり、該サポート部材(8)は
、その長平方向に長穴状の複数の取付孔(9)を有して
おり、その取付孔(9)を介して取付けられる固定ボル
ト(10)により、本体フレーム(2)と連結される。
Note that (8) is a support member for holding the main body frame (2) at an arbitrary angle, and the support member (8) has a plurality of elongated mounting holes (9) in its elongated direction. It is connected to the main body frame (2) by a fixing bolt (10) installed through the attachment hole (9).

前記チャック体(4)は、挿通した曲管をチャックする
もので、本体フレーム(2)に設けられたガイド軸(1
1)に沿ってスライド可能となっている。
The chuck body (4) chucks the inserted bent pipe, and is attached to the guide shaft (1) provided on the main body frame (2).
1) It is possible to slide along.

前記圧入ジヤツキ(5)は、その下端が本体フレーム(
2)に連結されるとともに、ロンドがチャック体(4)
に連結され、曲管をチャックしたチャック体(4)を地
中方向に牽引するようになっている。
The press-fit jack (5) has its lower end attached to the main body frame (
2), and the rondo is connected to the chuck body (4).
The chuck body (4) which chucks the bent pipe is pulled underground.

なお、前記ベース(1)は、その下部のベース架台(1
2)に対して位置調整ボルト(19)により前後方向位
置調整可能に構成されている。
Note that the base (1) has a base mount (1) at its lower part.
2), the position can be adjusted in the longitudinal direction using a position adjustment bolt (19).

以上のような装置によれば、ガイドローラ(7)で装置
内に案内された管は、チャック体(4)にチャックされ
た状態で圧入ジヤツキ(5)により牽引されることによ
り、その先端側が地中に圧入される。
According to the device described above, the tube guided into the device by the guide roller (7) is pulled by the press-fit jack (5) while being chucked by the chuck body (4), so that the tip end thereof is pulled by the press-fit jack (5). It is pressed into the ground.

次に、本発明の使用方法を第3a図ないし第3d図に基
づき説明する。
Next, the method of using the present invention will be explained based on FIGS. 3a to 3d.

まず、口元管(13)の圧入に当り、第3a図に示すよ
うに本体フレーム(2)を倒した状態としておき、口元
管の装着を行う。このため、口元管(13)の後端にダ
ミー曲管(14’)を接続しておき、ダミー曲管(14
’)を本発明の装置(イ)に装着し、ダミー曲管(14
’)の先端に口元管(13)が保持された状態とする。
First, when press-fitting the mouth tube (13), the main body frame (2) is placed in a tilted state as shown in FIG. 3a, and the mouth tube is attached. For this reason, a dummy bent tube (14') is connected to the rear end of the mouth tube (13).
') is attached to the device (a) of the present invention, and the dummy bent pipe (14
The mouth tube (13) is held at the tip of the tube (13).

第4図は口元管(13)とダミー曲管(14’ )との
接続構造の一例を示すもので、ダミー曲管(14’)の
先端にはレジューサ部(15)を介して挿入管部(16
)が設けられ、この挿入管部(16)を口元管(13)
の端部に挿入してボルト(18)により締付固定する。
Figure 4 shows an example of the connection structure between the mouth tube (13) and the dummy curved tube (14'). (16
) is provided, and this insertion tube part (16) is inserted into the mouth tube (13).
Insert it into the end of the holder and tighten and secure it with the bolt (18).

第3a図の状態から本体ブレーム(2)を起こし、第3
b図に示すように所定圧入角度に設定する。この状態で
本発明装置(イ)によるダミー曲管(14’)の推進を
開始し、第3C図に示すようにダミー曲管が保持した口
元管(13)を地中に圧入する。なお、口元管ユニット
を複数本接続して埋設させる場合には、1本の口元管ユ
ニットを上述のように圧入した後、ダミー曲管(14’
)を口元管(13)から取外し、ダミー曲管(14’)
を後方に後退させる。次いで、装置を第3a図の状態に
して、ダミー曲管(14’ )の先端に次の口元管ユニ
ットを接続する。そして本体フレーム(2)を第3b図
に示すように起こした後、ダミー曲管(14’)を前進
させ、その口元管ユニット先端を先行の口元管後端と突
合せ、その突合せ部を溶接する。次いで、上記と同様に
ダミー曲管(14’ )を推進させ、口元管の圧入を行
う。そして、必要に応じて以上の工程を繰り返し、所定
長の口元管(13)を埋設させる。
Raise the main frame (2) from the state shown in Figure 3a, and
Set to a predetermined press-fit angle as shown in Figure b. In this state, the apparatus (a) of the present invention starts propelling the dummy curved pipe (14'), and press-fits the mouth pipe (13) held by the dummy curved pipe into the ground as shown in FIG. 3C. In addition, when connecting and burying multiple mouth pipe units, after press-fitting one mouth pipe unit as described above, insert a dummy bent pipe (14'
) from the mouth tube (13), and remove the dummy bent tube (14').
move backwards. Next, the apparatus is brought into the state shown in FIG. 3a, and the next mouth tube unit is connected to the tip of the dummy bent tube (14'). After raising the main body frame (2) as shown in Figure 3b, move the dummy bent pipe (14') forward, abut the tip of the mouth tube unit with the rear end of the preceding mouth tube, and weld the butt part. . Next, in the same manner as above, the dummy bent pipe (14') is propelled to press-fit the mouth pipe. Then, the above steps are repeated as necessary to embed a mouth tube (13) of a predetermined length.

以上のようにして口元管(13)の埋設が完了したなら
ば、ダミー曲管(14’)を口元管(13)から取外す
とともに、ダミー曲管(14’)先端のレジューサ部(
15)及び挿入管部(16)を除去する。そして、第3
d図に示すようにダミー曲管(14’)の内側に掘削装
置を構成する内管(20)を挿入するとともに、その先
端に掘削体(17)(掘削回転部分)を取付け、さらに
、ダミー曲管(14’ )の後端に埋設すべき本来の曲
管(14)を接続し、掘削装置(17)及びダミー曲管
(14’)、さらには後続の曲管(14)を口元管(1
3)を通じて推進させる。
When the embedding of the mouth tube (13) is completed as described above, the dummy bent tube (14') is removed from the mouth tube (13), and the reducer section (
15) and the insertion tube section (16) are removed. And the third
As shown in Figure d, insert the inner pipe (20) constituting the excavating device inside the dummy bent pipe (14'), attach the excavating body (17) (excavating rotation part) to the tip, and then insert the dummy bent pipe (14'). The original bent pipe (14) to be buried is connected to the rear end of the bent pipe (14'), and the excavation equipment (17) and dummy bent pipe (14'), as well as the subsequent bent pipe (14), are connected to the mouth pipe. (1
3).

そして、この際の曲管の押込みもチャック体(4)及び
圧入ジヤツキ(5)により行われる。
Further, the pushing of the bent pipe at this time is also performed by the chuck body (4) and the press-fitting jack (5).

〔発明の効果〕〔Effect of the invention〕

以上述べた本発明によれば、口元管をその入射角度に関
係なく能率的に地中に圧入することができ、しかも本体
を横に倒すこができるため管の装着及び掘削装置の挿入
を容易に行うことができる。また、本発明の使用法によ
れば、口元管の圧入とそれに続く曲管の推進を、口元管
保持に用いるダミー曲管を利用して作業性良く能率的に
行うことができる。
According to the present invention described above, the mouth pipe can be efficiently press-fitted into the ground regardless of its incident angle, and the main body can be tilted sideways, making it easy to install the pipe and insert the excavation equipment. can be done. Further, according to the method of use of the present invention, the press-fitting of the mouth pipe and the subsequent propulsion of the bent pipe can be performed efficiently with good workability by using the dummy bent pipe used for holding the mouth pipe.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図及び第2図は本発明の一実施例を示すもので、第
1図は側面図、第2図は正面図である。第3a図乃至第
3d図は本発明法の工程を段階的に示す説明図である。 第4図は、第3図において、ダミー曲管と口元管との接
続構造例を示す断面図である。 図において、(1)はベース、(2)は本体フレーム、
(3)は支持ジヤツキ、(4)はチャック体、(5)は
圧入ジヤツキ、(6)は枢着部、(13)は口元管、(
14)は曲管、(14’)はダミー曲管、(17)は掘
削措置、(イ)は本発明装置である。 第1因 第2図
1 and 2 show an embodiment of the present invention, with FIG. 1 being a side view and FIG. 2 being a front view. Figures 3a to 3d are explanatory diagrams showing the steps of the method of the present invention step by step. FIG. 4 is a sectional view showing an example of the connection structure between the dummy bent pipe and the mouth pipe in FIG. 3. In the figure, (1) is the base, (2) is the main body frame,
(3) is the support jack, (4) is the chuck body, (5) is the press-fit jack, (6) is the pivot joint, (13) is the mouth tube, (
14) is a bent pipe, (14') is a dummy bent pipe, (17) is an excavation measure, and (A) is the device of the present invention. First cause Figure 2

Claims (2)

【特許請求の範囲】[Claims] (1)ベース上に傾動自在に設けられる本体フレームと
、該本体フレームを支持する支持ジャッキと、本体フレ
ームに管圧入方向スライド移動可能に設けられる管チャ
ック用のチャック体と、該チャック体をスライド移動さ
せるべく本体フレームに設けられる圧入ジャッキとから
なる円弧推進工法における管圧入装置。
(1) A main body frame that is tiltably provided on the base, a support jack that supports the main body frame, a chuck body for a pipe chuck that is provided on the main body frame so as to be slidable in the pipe press-fitting direction, and a chuck body that slides the chuck body. A pipe press-fitting device for the arc propulsion method, which consists of a press-fitting jack installed on the main body frame for movement.
(2)推進すべき曲管の先端に口元管を接続し、曲管を
管圧入装置で順次推進させることにより口元管を地中に
圧入し、口元管圧入後、口元管と曲管とを切り離し、曲
管の先端に掘削装置を取付け、該掘削装置及び曲管を口
元管内に挿入して曲管の推進を行うことを特徴とする特
許請求の範囲(1)記載の装置の使用方法。
(2) Connect the mouth pipe to the tip of the bent pipe to be propelled, press-fit the mouth pipe into the ground by sequentially propelling the bent pipe with a pipe press-in device, and after press-fitting the mouth pipe, connect the mouth pipe and the bent pipe. A method of using the device according to claim (1), characterized in that the bent pipe is propelled by cutting it off, attaching an excavation device to the tip of the bent pipe, and inserting the excavation device and the bent pipe into the mouth pipe.
JP63146978A 1988-06-16 1988-06-16 Pipe press-fitting device in arc propulsion method and its use Expired - Lifetime JP2526096B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63146978A JP2526096B2 (en) 1988-06-16 1988-06-16 Pipe press-fitting device in arc propulsion method and its use

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63146978A JP2526096B2 (en) 1988-06-16 1988-06-16 Pipe press-fitting device in arc propulsion method and its use

Publications (2)

Publication Number Publication Date
JPH01315579A true JPH01315579A (en) 1989-12-20
JP2526096B2 JP2526096B2 (en) 1996-08-21

Family

ID=15419862

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63146978A Expired - Lifetime JP2526096B2 (en) 1988-06-16 1988-06-16 Pipe press-fitting device in arc propulsion method and its use

Country Status (1)

Country Link
JP (1) JP2526096B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008121356A (en) * 2006-11-14 2008-05-29 Ohbayashi Corp Boring machine and boring device using the same

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57161291A (en) * 1981-03-30 1982-10-04 Nippon Steel Corp Apparatus for installing curved pipe through under ground

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57161291A (en) * 1981-03-30 1982-10-04 Nippon Steel Corp Apparatus for installing curved pipe through under ground

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008121356A (en) * 2006-11-14 2008-05-29 Ohbayashi Corp Boring machine and boring device using the same

Also Published As

Publication number Publication date
JP2526096B2 (en) 1996-08-21

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