JPS6282200A - Bending propelling of embedded pipe and apparatus for bending embedded pipe - Google Patents

Bending propelling of embedded pipe and apparatus for bending embedded pipe

Info

Publication number
JPS6282200A
JPS6282200A JP22280485A JP22280485A JPS6282200A JP S6282200 A JPS6282200 A JP S6282200A JP 22280485 A JP22280485 A JP 22280485A JP 22280485 A JP22280485 A JP 22280485A JP S6282200 A JPS6282200 A JP S6282200A
Authority
JP
Japan
Prior art keywords
buried pipe
bending
jack
buried
embedded pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP22280485A
Other languages
Japanese (ja)
Inventor
熊谷 重光
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.)
KOMATSU KENSETSU KOGYO KK
Original Assignee
KOMATSU KENSETSU KOGYO KK
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 KOMATSU KENSETSU KOGYO KK filed Critical KOMATSU KENSETSU KOGYO KK
Priority to JP22280485A priority Critical patent/JPS6282200A/en
Publication of JPS6282200A publication Critical patent/JPS6282200A/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は埋設管を屈曲させながら地中へ推進させ、2
1壇設管の屈曲推進方決乃rメ迎設管を所定の角度へ屈
曲させるための埋設管屈曲装置に関する。
[Detailed Description of the Invention] Industrial Field of Application This invention allows a buried pipe to be propelled into the ground while being bent.
This invention relates to a buried pipe bending device for bending a single installed pipe to a predetermined angle.

従来の技術 従来推進工法により埋設管を地中へ布設する場合、その
ほとんどが埋設管を直進させているが、最近では例えば
S字形に屈曲させて埋設管を布設するなどの要求も多く
なっている。
Conventional technology When underground pipes are laid underground using conventional propulsion methods, most of the time the pipes are laid straight ahead, but recently there has been an increasing demand for the pipes to be laid bent in an S-shape, for example. There is.

従来では埋設管をS字形などに屈曲させて布設する場合
、第8図に示すように各埋設管aの接続部に鉄板などの
介在物すをクサビ状に挿入して、各埋設管aが所定の曲
率で湾曲するよう施工している。
Conventionally, when laying buried pipes by bending them into an S-shape, etc., as shown in FIG. It is constructed so that it curves at a predetermined curvature.

発明が解決しようとする問題点 しかし上記従来の施工方法では、埋設管αの布設後裔管
間に挿入した介在物すが回収できないと共に、推進時介
在物りを挿入した側に集中荷重が発生して埋設管αにり
2ツクなどが発生し、施工後に漏水が発生するなどの不
具合があった。
Problems to be Solved by the Invention However, with the above-mentioned conventional construction method, the inclusions inserted between the descendant pipes cannot be recovered after the buried pipe α is laid, and a concentrated load is generated on the side where the inclusions are inserted during propulsion. There were problems such as two cracks in the buried pipe α and water leakage after construction.

この発明は上記不具合を改善する目的でなされたもので
ある。
This invention was made for the purpose of improving the above-mentioned problems.

問題点を解決するための手段及び作用 埋設管の各接続部に、屈曲装置本体を円周方向に間隔的
に介在させ、かつ上記屈曲装置本体に設けられたジヤツ
キを伸縮させて各埋設管を所定角度に屈曲させながら、
上記埋設管を推進装置により地中へ推進させることによ
り、所定の曲率で埋設管が地中へ布設できるようにした
埋設管の屈曲推進方法及び各埋設管の接続面に一部が当
接する複数組のジャッキベースと、これらジャッキベー
スの間に介在され、かつ伸縮させることにより上記埋設
管を所定の角度に屈曲させるジヤツキ及び上記ジャッキ
ベースを埋設管の円周方向に間隔的に保持する支持部材
とより構成されていて、上記埋設管の屈曲推進方法を可
能とする埋設管の屈曲装置。
Means and effect for solving the problem A bending device main body is interposed at intervals in the circumferential direction at each connection part of the buried pipe, and a jack provided on the bending device main body is expanded and contracted to connect each buried pipe. While bending at a predetermined angle,
A method of bending and propulsion of buried pipes, which enables the buried pipes to be laid underground with a predetermined curvature by propelling the buried pipes underground with a propulsion device, and a plurality of pipes in which a part of the buried pipes is in contact with the connection surface of each buried pipe. a set of jack bases, a jack that is interposed between these jack bases and that bends the buried pipe at a predetermined angle by expanding and contracting, and a support member that holds the jack base at intervals in the circumferential direction of the buried pipe. A buried pipe bending device which enables the buried pipe bending and propulsion method described above.

実施例 この発明の一実施例を図面を参照して詳述する。Example An embodiment of the present invention will be described in detail with reference to the drawings.

第1図は所定の曲線1例えばS字形曲線に沿つて地中を
推進される埋設管1を示すもので、先頭の埋設管1先端
には図示しない掘進機が。
FIG. 1 shows a buried pipe 1 that is propelled underground along a predetermined curve 1, for example an S-shaped curve, and an excavator (not shown) is at the tip of the first buried pipe 1.

そして後端の埋設管1後方には図示しない推進装置がそ
れぞれ設置されている。
A propulsion device (not shown) is installed behind the buried pipe 1 at the rear end.

また各埋設管1の間には、各埋設管1を所定の角度で屈
曲させるための屈曲装置本体2が設置されている。上記
屈曲装置本体2は、埋設管1の円周方向に複数個所、例
えば4個所に亘って等間隔に設置され、次のように構成
されている。
Moreover, a bending device main body 2 for bending each buried pipe 1 at a predetermined angle is installed between each buried pipe 1. The bending device body 2 is installed at a plurality of locations, for example, four locations, at equal intervals in the circumferential direction of the buried pipe 1, and is configured as follows.

すなわち上記屈曲装置本体2は埋設管1の内面に沿って
設置されるジヤツキベース3を有している。上記ジヤツ
キベース3はほぼ同形状のものが対をなしていて、それ
ぞれ埋設管1の内周面とほぼ同曲率の面板3αを有して
いる。各面板3aの対向する端部には互に干渉しないよ
う凹部3bと、凸部3Cが交互に形成され(第4図参照
)ていると共に、端部側外周面には埋設W1の接続部端
面jαに当接する当て板3dが突設されている。
That is, the bending device main body 2 has a jack base 3 installed along the inner surface of the buried pipe 1. The jack bases 3 have a pair of substantially the same shape, each having a face plate 3α having substantially the same curvature as the inner circumferential surface of the buried pipe 1. Concave portions 3b and convex portions 3C are alternately formed at the opposing ends of each face plate 3a so as not to interfere with each other (see Fig. 4), and on the outer circumferential surface of the end side, the connecting portion end surface of the embedded W1 is formed. A contact plate 3d that abuts on jα is provided in a protruding manner.

各当て板3dには凸部3C上に突設された補強リブ3e
が固着されていて、当て板3dに加わる水平方向の力に
対して当て板3dk補強している。
Each backing plate 3d has a reinforcing rib 3e projecting on the convex portion 3C.
is fixed to the backing plate 3dk, thereby reinforcing the backing plate 3dk against the horizontal force applied to the backing plate 3d.

一方上記各面板3αの内周面には互に対向する位置にジ
ヤツキ受け3fが立設されている。
On the other hand, jack receivers 3f are provided upright on the inner circumferential surface of each of the face plates 3α at positions facing each other.

これらジヤツキ受け3fの背面側には補強リプ3Iがそ
れぞれ固着されていて、ジヤツキ受け3fに加わる水平
方向の力に対してジヤツキ受け3fを補強していると共
に、各ジヤツキ受け3fの間には、油圧ジヤツキなどの
ジヤツキ4が設けられている。上記ジヤツキ4はシリン
ダ4αと、推進装置側より油圧配管5を介してシリンダ
4α内に供給された油圧により伸縮するラム4bとより
なり、シリンダ4αの後端及びラム4bの先端が各ジヤ
ツキベース3のジヤツキ受け3fに当接するよう設けら
れていると共に、バンドなどの取付は手段6により各ジ
ヤツキベース3の面板3α内面に取付けられている。
A reinforcing lip 3I is fixed to the back side of each jack receiver 3f, reinforcing the jack receiver 3f against the horizontal force applied to the jack receiver 3f, and between each jack receiver 3f, A jack 4 such as a hydraulic jack is provided. The above-mentioned jack 4 consists of a cylinder 4α and a ram 4b that expands and contracts with the hydraulic pressure supplied into the cylinder 4α from the propulsion device side via a hydraulic piping 5, and the rear end of the cylinder 4α and the tip of the ram 4b are connected to each jack base 3. It is provided so as to come into contact with the jack receiver 3f, and a band or the like is attached to the inner surface of the face plate 3α of each jack base 3 by means 6.

また各面板3αの内周方向の両端側にはプラタン)3A
が突設されていて、これらプラタン)3Aに各ジャッキ
ベース3を埋設管10円周方向に等間隔に保持するため
の支持部材7両端がゴム板などの弾性体8を介して当接
されている。上記支持部材7は円弧状をなしていて、各
ジヤツキベース3の間に位置するよう両端部をボルトな
どの固着具9により上記各ブラケット3Aの外4111
1面に着脱自在に取付けられている。
Also, on both ends of the inner circumferential direction of each face plate 3α is a platen) 3A.
are provided protrudingly, and both ends of a support member 7 for holding each jack base 3 at equal intervals in the circumferential direction of the buried pipe 10 are brought into contact with these platans 3A via an elastic body 8 such as a rubber plate. There is. The support member 7 has an arc shape, and both ends are attached to the outside of each bracket 3A by fixing devices 9 such as bolts so that the support member 7 is located between each jack base 3.
It is removably attached to one side.

次に上記屈曲装置を用いて埋設管Iを屈曲推進する方法
を説明すると、まず図示しない発進ピッ) 11+にe
置した推進装置により掘削機及びこれに後続する埋設管
1を地中へ推進させ、各埋設管1の間には複数個のジヤ
ツキベース3を支持部材7により埋設管1の円周方向に
等間隔となるよう保持した状態で介在させる。このとき
各ジャッキベース3の面板3a外周面に突設された当て
板3d?埋設管1の接続部端面にそれぞれ当接させ、ま
た各ジャッキベース3の面板3α内周面には取付は手段
6によりジヤツキ4を推進方向と平行するよう水平に取
付ける。
Next, to explain the method of bending and propelling the buried pipe I using the above-mentioned bending device, we will first explain the method of bending and propelling the buried pipe I.
The excavator and the buried pipe 1 following it are propelled into the ground by the installed propulsion device, and between each buried pipe 1, a plurality of jack bases 3 are placed at equal intervals in the circumferential direction of the buried pipe 1 by means of a support member 7. Interpose it in a state where it is held so that it becomes . At this time, a backing plate 3d protruding from the outer peripheral surface of the face plate 3a of each jack base 3? The jacks 4 are brought into contact with the end faces of the connecting parts of the buried pipes 1, and are mounted horizontally on the inner circumferential surface of the face plate 3α of each jack base 3 by mounting means 6 so as to be parallel to the propulsion direction.

推進中埋設管1を屈曲させる位置へ埋設管1が達したら
、屈曲装置本体2の各ジヤツキ4を油圧を供給して、第
1図に示すように埋設管1の屈曲部外周となる側(○印
A)のジヤツキ4を所定の曲率となるよう伸長させる。
When the buried pipe 1 reaches the position where the buried pipe 1 is bent during propulsion, oil pressure is supplied to each jack 4 of the bending device main body 2 to bend the buried pipe 1 on the side that will be the outer periphery of the bent part (as shown in FIG. 1). Stretch the jack 4 marked with ◯ A) so that it has a predetermined curvature.

この状態でさらに埋設管1を推進させると、推力は各屈
曲装置本体2より前方の埋設管1へと伝達さhるため、
埋設管1接続面1αにおける推進力は等分布となり、こ
れによって埋設管1の接続面1αにクラックなどを発生
させることなく、埋設管1を所定の屈曲線に沿って推進
させることができる。
If the buried pipe 1 is further propelled in this state, the thrust will be transmitted to the buried pipe 1 in front of each bending device main body 2.
The propulsion force on the connecting surface 1α of the buried pipe 1 is uniformly distributed, so that the buried pipe 1 can be propelled along a predetermined curved line without causing cracks or the like on the connecting surface 1α of the buried pipe 1.

また埋設管1をS字形に屈曲する場合は、さらに屈曲部
外周側(上記○印Aと反対側の○印Bのジヤツキ4を伸
長させて埋設v1の推進を行なえばよい。
Further, when the buried pipe 1 is bent into an S-shape, the jack 4 on the outer circumferential side of the bent portion (marked with the circle B opposite to the circle mark A described above) may be further extended to advance the buried pipe v1.

上記方法により埋設管1の推進が完了したら、各屈曲装
置本体2のジヤツキ4より油圧を抜出してジヤツキ4を
短縮し、この状態でジヤツキベース3とこれを保持する
支持部材7を接続している固着具9を外した後、各埋設
管1の間よりジヤツキベース3を抜き出して回収すれば
よい。
When the propulsion of the buried pipe 1 is completed by the above method, the hydraulic pressure is extracted from the jack 4 of each bending device main body 2 to shorten the jack 4, and in this state, the fixing that connects the jack base 3 and the support member 7 that holds it is fixed. After removing the tool 9, the jack base 3 can be extracted from between the buried pipes 1 and recovered.

なお各ジヤツキベース3と支持部材7の間に介在された
弾性体8は各ジヤツキベース3の設置位置などに誤差が
あっても、これを吸収して各ジヤツキベース3が保持で
きるようにするためのものである。
The elastic body 8 interposed between each jack base 3 and the support member 7 is designed to absorb errors in the installation position of each jack base 3 so that each jack base 3 can be held. be.

また支持部材7の長さを変えることにより埋設管1の径
が種々に変っても、各屈曲装置本体2はそのまま利用す
ることができる。
Further, even if the diameter of the buried pipe 1 is varied by changing the length of the support member 7, each bending device main body 2 can be used as is.

発明の効果 この発明は以上詳述したように、各埋設管の間に介在さ
せた屈曲装置本体のジヤツキを伸縮することにより、任
意な曲率に屈曲させた状態で埋設管の推進が可能になる
と共に、推力が各屈曲装置本体を介して前方の埋設管へ
と伝達されるため、埋設管接続面に集中荷重が発生する
こともない。これによって接続面に発生したクラック等
から施工後漏水が発生するなどの不具合も解消できると
共に、屈曲装置本体は埋設管の埋設後回収して再利用で
きるため経済的である。またジヤツキベースを保持する
支持部材を埋設管の径に合ったものに交換するだけで、
種々の径の埋設管に適用できるため汎用性も高い。
Effects of the Invention As detailed above, this invention enables the buried pipes to be propelled while being bent to an arbitrary curvature by expanding and contracting the jack of the bending device body interposed between each buried pipe. At the same time, since the thrust force is transmitted to the buried pipe in front via each bending device main body, no concentrated load is generated on the buried pipe connection surface. This eliminates problems such as water leakage after construction due to cracks generated on the connection surface, and is economical because the bending device main body can be recovered and reused after the buried pipe is buried. In addition, simply replace the support member that holds the jack base with one that matches the diameter of the buried pipe.
It is highly versatile as it can be applied to buried pipes of various diameters.

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

図面はこの発明の一実施例を示し、第1図は埋設管推進
状態の説明図、第2図は各埋設管の接続部に介在された
屈曲装置本体の配置図、第3図は第2図111−1線に
沿う断面図、第4図は屈曲装置i本体の拡大平面図、第
5図は同断面図、第6図は第5図V+−■線方向の矢視
図、第7図は第5図■−■線方向の矢視図、第6図は従
来の説明図である。 1は埋設管、2は屈曲装置本体、3はジヤツキベース、
4はジヤツキ。
The drawings show one embodiment of the present invention, in which Fig. 1 is an explanatory diagram of the buried pipe propulsion state, Fig. 2 is a layout diagram of the bending device main body interposed at the connection part of each buried pipe, and Fig. 3 is an explanatory diagram of the propulsion state of the buried pipe. 111-1, FIG. 4 is an enlarged plan view of the main body of the bending device i, FIG. 5 is the same sectional view, FIG. The figure is a view taken in the direction of the arrows ``--'''' in FIG. 5, and FIG. 6 is an explanatory view of the conventional device. 1 is a buried pipe, 2 is a bending device body, 3 is a jack base,
4 is jealous.

Claims (1)

【特許請求の範囲】 1、埋設管1の各接続部に、屈曲装置本体2を円周方向
に間隔的に介在させ、かつ上記屈曲装置本体2に設けら
れたジャッキ4を伸縮させて各埋設管1を所定角度に屈
曲させながら、上記埋設管1を推進装置により地中へ推
進させることを特徴とする埋設管の屈曲推進方法。 2、各埋設管1の接続面1αに一部が当接する互に対を
なす複数組のジャッキベース3と、上記各ジャッキペー
ス3の間に介在されたジャッキ4と、上記複数組のジャ
ッキベース3を埋設管1の円周方向に間隔的に保持する
支持部材7を具備してなる埋設管の屈曲装置。
[Claims] 1. A bending device main body 2 is interposed at intervals in the circumferential direction at each connection portion of the buried pipe 1, and a jack 4 provided on the bending device main body 2 is expanded and contracted to A method for bending and propulsion of a buried pipe, characterized in that the buried pipe 1 is propelled underground by a propulsion device while bending the pipe 1 at a predetermined angle. 2. A plurality of pairs of jack bases 3 that partially contact the connection surface 1α of each buried pipe 1, a jack 4 interposed between each of the jack paces 3, and a plurality of jack bases 3 at intervals in the circumferential direction of the buried pipe 1.
JP22280485A 1985-10-08 1985-10-08 Bending propelling of embedded pipe and apparatus for bending embedded pipe Pending JPS6282200A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22280485A JPS6282200A (en) 1985-10-08 1985-10-08 Bending propelling of embedded pipe and apparatus for bending embedded pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22280485A JPS6282200A (en) 1985-10-08 1985-10-08 Bending propelling of embedded pipe and apparatus for bending embedded pipe

Publications (1)

Publication Number Publication Date
JPS6282200A true JPS6282200A (en) 1987-04-15

Family

ID=16788153

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22280485A Pending JPS6282200A (en) 1985-10-08 1985-10-08 Bending propelling of embedded pipe and apparatus for bending embedded pipe

Country Status (1)

Country Link
JP (1) JPS6282200A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02161095A (en) * 1988-12-12 1990-06-20 Kubota Ltd Propulsion device for pipe jacking
JPH02256797A (en) * 1989-03-29 1990-10-17 Kubota Ltd Propulsion device for propulsion method
KR100454436B1 (en) * 2002-03-22 2004-10-26 주식회사 구룡건설 Direction controlling method and apparatus in pushing horizontal pipe jacking method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5617517A (en) * 1979-07-17 1981-02-19 Philips Nv Phase comparator circuit

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5617517A (en) * 1979-07-17 1981-02-19 Philips Nv Phase comparator circuit

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02161095A (en) * 1988-12-12 1990-06-20 Kubota Ltd Propulsion device for pipe jacking
JPH02256797A (en) * 1989-03-29 1990-10-17 Kubota Ltd Propulsion device for propulsion method
KR100454436B1 (en) * 2002-03-22 2004-10-26 주식회사 구룡건설 Direction controlling method and apparatus in pushing horizontal pipe jacking method

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