JPH10306687A - Division part structure of tip device for pipe jacking - Google Patents

Division part structure of tip device for pipe jacking

Info

Publication number
JPH10306687A
JPH10306687A JP12509097A JP12509097A JPH10306687A JP H10306687 A JPH10306687 A JP H10306687A JP 12509097 A JP12509097 A JP 12509097A JP 12509097 A JP12509097 A JP 12509097A JP H10306687 A JPH10306687 A JP H10306687A
Authority
JP
Japan
Prior art keywords
flange
tip device
split
bolt
divided
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
JP12509097A
Other languages
Japanese (ja)
Other versions
JP3497696B2 (en
Inventor
Yasuo Negishi
靖夫 根岸
Akio Kishi
彰夫 貴志
Minoru Tanaka
実 田中
Tetsuya Asano
哲也 浅野
Junichi Shirakawa
淳一 白川
Toshio Akiyama
利夫 秋山
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.)
AIREC GIKEN KK
Nippon Telegraph and Telephone Corp
Sumitomo Electric Industries Ltd
Original Assignee
AIREC GIKEN KK
Nippon Telegraph and Telephone Corp
Sumitomo Electric Industries 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 AIREC GIKEN KK, Nippon Telegraph and Telephone Corp, Sumitomo Electric Industries Ltd filed Critical AIREC GIKEN KK
Priority to JP12509097A priority Critical patent/JP3497696B2/en
Publication of JPH10306687A publication Critical patent/JPH10306687A/en
Application granted granted Critical
Publication of JP3497696B2 publication Critical patent/JP3497696B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a sufficient flexural strength and to facilitate a division work even at a vertical shaft in a limited space, in the division structure of a tip device for pipe jacking to effect piping of a pipe for laying a cable in earth through a compaction and non-earth removal system. SOLUTION: A flange 2 is arranged at a joining end part between front and rear structures C2 and C3 and the flange 2 is fastened by a division ring 1 from an outer periphery. The division ring 1 is composed of a plurality of division pieces and provided with a groove 5 fitted in the flange 2. Coupling together of division pieces is effected such that the head part of a bolt 6 rotatably arranged at the division piece is engaged with a notch 9 and fastening is effected by the bolt 6.

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、非開削にて土中に
ケーブル布設用管,上下水道管,ガス管などを圧密無排
土方式で布設する管推進用先端装置の分割部構造に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a divided structure of a tip device for pipe propulsion in which a cable laying pipe, a water pipe, a water pipe, a gas pipe, and the like are laid in the soil without excavation in a compacted and non-discharged manner. It is.

【0002】[0002]

【従来の技術】小口径管推進工法による圧密無排土方式
での管の布設手順を図7〜9に基づいて説明する。これ
は、発進立坑Aから到達立坑Bに向けて先端装置Cで先
掘りすると共に、管Eを継ぎ足しながら押し込みむこと
で布設する工法である。先端装置Cは接合面C4で前部構
造体C2と後部構造体C3とに分割でき、前部構造体C2の先
端に先掘り用のヘッドC1を具え、内蔵された先端ジャッ
キでこのヘッドC1を伸長・後退することができる。
2. Description of the Related Art A procedure for laying pipes in a compacted and non-discharged manner by a small-diameter pipe propulsion method will be described with reference to FIGS. This is a method of digging first from the starting shaft A to the reaching shaft B with the tip device C, and laying the pipe E by pushing in while adding the pipe E. The tip device C can be divided into a front structure C2 and a rear structure C3 at the joint surface C4, and a head C1 for pre-digging is provided at the tip of the front structure C2, and the head C1 is built in with a built-in tip jack. Can extend and retract.

【0003】(1) 発進立坑Aに元押しジャッキD1を有す
る元押し装置Dと、管推進用の先端装置Cとを配置する
(図7A)。このとき、後部構造体C3の後端を元押しジ
ャッキD1で押圧できるように配置する。
(1) A starting device D having a main pushing jack D1 and a tip device C for pipe propulsion are arranged in a starting shaft A (FIG. 7A). At this time, the rear structure C3 is arranged so that the rear end thereof can be pressed by the original pushing jack D1.

【0004】(2) 元押しジャッキD1を伸長して先端装置
Cを到達立坑側に圧入する(図7B)。 (3) ジャッキD1を引き戻し、先端装置Cの後端と元押し
ジャッキD1の押圧面との間に管Eの長さに対応する間隔
を確保する(図7C)。 (4) この間隔に管Eを挿入する(図7D)。
(2) The main push jack D1 is extended and the tip device C is pressed into the reaching shaft (FIG. 7B). (3) Pull back the jack D1, and secure an interval corresponding to the length of the pipe E between the rear end of the tip device C and the pressing surface of the main pushing jack D1 (FIG. 7C). (4) Insert the tube E into this space (FIG. 7D).

【0005】(5) 先端装置のヘッドC1を先端ジャッキで
伸長して土中を先掘りする(図8A)。 (6) 元押しジャッキD1を伸長し、先掘りした長さ分だけ
先端装置Cと管Eとを到達立坑側に押し込む(図8
B)。 (7) このように「先掘り→管Eと先端装置Cの押し込み
→元押しジャッキD1の後退→次の管の配置→先掘り」の
工程を繰り返すことで管Eを継ぎ足しながら布設してい
く。ヘッドC1は前部構造体C2に対して若干の首振りがで
き(図8C)、推進方向のずれを修正しながら先掘りを
行う(図8D)。
(5) The head C1 of the tip device is extended with a tip jack to dig first in the soil (FIG. 8A). (6) The main push jack D1 is extended, and the tip device C and the pipe E are pushed toward the arrival shaft by the length of the excavation (FIG. 8).
B). (7) As described above, the pipe E is laid while being added by repeating the steps of “first excavation → push-in of the pipe E and the tip device C → retraction of the main push jack D1 → placement of the next pipe → first excavation”. . The head C1 can slightly swing with respect to the front structure C2 (FIG. 8C), and performs excavation while correcting deviation in the propulsion direction (FIG. 8D).

【0006】(8) 先端装置Cが到達立坑Bに達すると
(図9A)、接合面C4で前部構造体C2と後部構造体C3と
を分離して、前部構造体C2を到達立坑Bから撤去する
(図9B)。 (9) 後部構造体C3が到達立坑内に完全に露出するまで元
押しジャッキD1で押圧する(図9C)。 (10)そして、後部構造体C3を撤去する(図9D)。
(8) When the tip device C reaches the reaching shaft B (FIG. 9A), the front structure C2 and the rear structure C3 are separated at the joint surface C4, and the front structure C2 is moved to the reaching shaft B. (FIG. 9B). (9) Press the main push jack D1 until the rear structure C3 is completely exposed in the reaching shaft (FIG. 9C). (10) Then, the rear structure C3 is removed (FIG. 9D).

【0007】上記のような圧密無排土方式で管の布設を
行う場合、管推進時に掘削排土しないために土中への圧
入抵抗が非常に大きい。特に先端装置での方向制御時に
装置自体に大きな曲げモーメントが作用する。このよう
な曲げモーメントを考慮した先端装置の分割部構造とし
て図10と図11に示す2つの構造が知られている。
In the case of laying pipes by the above-mentioned consolidation and non-discharge method, since the pipes are not excavated and discharged during propulsion, the pressure resistance into the soil is very large. In particular, a large bending moment acts on the device itself when the direction is controlled by the tip device. Two structures shown in FIG. 10 and FIG. 11 are known as a divided portion structure of the tip device in consideration of such a bending moment.

【0008】図10の構造はボルトGとナットHを用い
て前部構造体C2と後部構造体C3とを接合する分割部構造
である。前部構造体C2と後部構造体C3の各接合端部のフ
ランジに複数のボルトGを貫通させ、ナットHで締め付
けることで両構造体C2,C3 を接合している。
The structure shown in FIG. 10 is a divided structure in which a front structure C2 and a rear structure C3 are joined using bolts G and nuts H. A plurality of bolts G are passed through the flanges at the joint ends of the front structure C2 and the rear structure C3, and the two structures C2 and C3 are joined by tightening with a nut H.

【0009】一方、図11の構造は袋ナットJを用いて
前部構造体C2と後部構造体C3とを接合する分割部構造で
ある。前部構造体C2の接合端部には雄ネジNが、後部構
造体の接合端部にはフランジOが形成されている。そし
て、一端がこのフランジOに係合し、他端が雄ネジNに
螺合する雌ネジMを有する袋ナットJで両構造体を接合
する。
On the other hand, the structure shown in FIG. 11 is a divided structure in which the front structure C2 and the rear structure C3 are joined using the cap nut J. A male screw N is formed at a joint end of the front structure C2, and a flange O is formed at a joint end of the rear structure. One end is engaged with the flange O, and the other end is joined with a cap nut J having a female screw M screwed into the male screw N.

【0010】[0010]

【発明が解決しようとする課題】しかし、前記の分割部
構造には次のような問題があった。 図10の分割部構造は大きな曲げモーメントに耐える
には十分とはいえない。図10(A)の前部構造体の下
方に曲げ荷重が作用すると、接合面の上部には引張力
が、下部には圧縮力が作用する。このとき、接合面に加
わる引張力は、全てのボルトではなく管の上半分に取り
付けられたボルトだけ(図10B)で支持しなければな
らないため強度面で有利とはいえない。
However, the above-mentioned divided portion structure has the following problems. The split structure of FIG. 10 is not enough to withstand large bending moments. When a bending load acts on the lower part of the front structure in FIG. 10A, a tensile force acts on an upper part of the joint surface and a compressive force acts on a lower part thereof. At this time, the tensile force applied to the joint surface must be supported not by all bolts but only by bolts attached to the upper half of the pipe (FIG. 10B), which is not advantageous in terms of strength.

【0011】図11の分割部構造は曲げモーメントに
対する強度の点では有利であるが、先端装置を分割・撤
去する際に大きな作業空間を必要とする。この構造は図
11の前部構造体の下方に曲げ荷重が作用すると、接合
面の上部に加わる引張力は袋ナット横断面の上半分で支
持するため強度面では有利である。しかし、図12に示
すように、先端装置を分割する際には袋ナットを回転さ
せて前部構造体との螺合を解除する必要がある。そのと
き、前部構造体は後部構造体から離れる方向に移動され
るため、螺合長に相当する長さだけ余分に分割作業空間
が必要となる。そのため、到達立坑内が狭い場合は先端
装置の分割作業が困難または不可能となることがあっ
た。
Although the structure of the division shown in FIG. 11 is advantageous in terms of strength against bending moment, it requires a large work space when dividing and removing the tip device. In this structure, when a bending load is applied below the front structure shown in FIG. 11, the tensile force applied to the upper part of the joint surface is supported by the upper half of the cross section of the cap nut, which is advantageous in terms of strength. However, as shown in FIG. 12, when the tip device is divided, it is necessary to rotate the cap nut to release the screw engagement with the front structure. At that time, since the front structure is moved in a direction away from the rear structure, an extra divided working space is required by a length corresponding to the screwing length. For this reason, when the inside of the reaching shaft is narrow, it may be difficult or impossible to divide the tip device.

【0012】従って、本発明の主目的は、十分な曲げ耐
力を有し、狭い立坑でも分割作業が容易にできる先端装
置の分割部構造を提供することにある。
SUMMARY OF THE INVENTION Accordingly, it is a primary object of the present invention to provide a divided structure of a tip device having a sufficient bending strength and capable of easily performing a dividing operation even in a narrow shaft.

【0013】[0013]

【課題を解決するための手段】本発明は、前部・後部構
造体の接合端部にフランジ部を具え、このフランジ部に
割リングを装着して接合することで上記の目的を達成す
る。すなわち、割リングは前記フランジ部に嵌合する溝
を有すると共に複数の分割片に分離自在に構成され、各
分割片は隣接する分割片との連結機構を具える。先端装
置を分割する際には、割リングの分割片同士の連結を解
除し、この分割片を外周方向に取り外せばよい。
SUMMARY OF THE INVENTION The present invention achieves the above object by providing a flange portion at a joint end of a front / rear structure, and attaching a split ring to the flange portion for joining. That is, the split ring has a groove fitted into the flange portion and is configured to be separable into a plurality of divided pieces, and each of the divided pieces has a connection mechanism with an adjacent divided piece. When dividing the tip device, the connection of the split pieces of the split ring may be released, and the split piece may be removed in the outer peripheral direction.

【0014】ここで、前部・後部両構造体におけるフラ
ンジの形状は特に限定されない。ただし、両構造体を接
合した状態におけるフランジ部の縦断面形状を台形とす
ることが好ましい。このようなフランジを外周から割リ
ングで締め付けると、各構造体は互いに接合する方向に
圧接されるため、より高い曲げ耐力を得ることができ
る。
Here, the shape of the flange in both the front and rear structures is not particularly limited. However, it is preferable that the vertical cross-sectional shape of the flange portion in a state where both structures are joined is a trapezoid. When such a flange is tightened with a split ring from the outer periphery, the respective structures are pressed against each other in a joining direction, so that a higher bending strength can be obtained.

【0015】割リングの溝は上記のフランジに対応した
形状とする。また、この割リングを構成する分割片の個
数は特に限定されない。各分割片の連結機構としては、
各分割片の一端に取り付けられた回転軸と、この回転軸
に螺合された回動自在のボルトと、各分割片の他端に形
成され、隣接する分割片のボルト頭部が係合する切欠と
を具えるものが挙げられる。
The groove of the split ring has a shape corresponding to the above-mentioned flange. Further, the number of divided pieces constituting the split ring is not particularly limited. As a connection mechanism of each divided piece,
A rotating shaft attached to one end of each divided piece, a rotatable bolt screwed to the rotating shaft, and a bolt head of an adjacent divided piece formed at the other end of each divided piece. One with a notch.

【0016】上記のボルトの首下に座金を用いた場合、
この座金は厚さが一様でなく、くさび状の断面を有する
構成とすることが好適である。また、ボルト首下の座金
が当接する切欠の係合面は、切欠の底面に対して鋭角に
傾斜させることが望ましい。これらの構成により、割リ
ングをフランジに装着してボルトの締め付けた際、割リ
ングの径の減少に伴ってボルトが回動される動作を円滑
にすることができる。
When a washer is used under the neck of the bolt,
It is preferable that the washer has a non-uniform thickness and a wedge-shaped cross section. Further, it is desirable that the engagement surface of the notch with which the washer under the bolt neck abuts is inclined at an acute angle with respect to the bottom surface of the notch. With these configurations, when the split ring is mounted on the flange and the bolt is tightened, the operation of turning the bolt with a decrease in the diameter of the split ring can be smooth.

【0017】[0017]

【発明の実施の形態】以下、本発明の実施の形態を図1
〜4に基づいて説明する。図1(A)は本発明分割部構
造の接合状態を示す平面図、(B)はその縦断面図、図
2は図1BのX−X矢視横断面図である。図3(A)は
本発明分割部構造の分離状態を示す平面図、(B)はそ
の縦断面図、図4は割リングを外した状態を示す図3B
のY−Y矢視横断面図である。
FIG. 1 is a block diagram showing an embodiment of the present invention.
This will be described based on Nos. FIG. 1A is a plan view showing a joined state of the divided portion structure of the present invention, FIG. 1B is a longitudinal sectional view thereof, and FIG. 2 is a transverse sectional view taken along line XX of FIG. 1B. 3 (A) is a plan view showing a separated state of the divided portion structure of the present invention, FIG. 3 (B) is a longitudinal sectional view thereof, and FIG. 4 is a view showing a state where a split ring is removed.
5 is a cross-sectional view taken along the line YY in FIG.

【0018】本発明分割部構造は、先端装置の前部構造
体C2と後部構造体C3とを突き合わせ、この突き合わせ箇
所を外周から割リング1で締め付けることにより接合す
る構成である。
The split part structure of the present invention is a structure in which the front structure C2 and the rear structure C3 of the leading end device are abutted to each other, and the abutting portion is joined by tightening the outer periphery with the split ring 1.

【0019】前部構造体C2と後部構造体C3の接合端部は
ほぼ対象の構成で、フランジ2と溝3とが形成されてい
る(図1A,図3)。フランジ2は接合面C4に連続して
外周に突出した環状の突起で、溝3はこのフランジ1に
連続する環状の凹部である。本例では溝3の外径が最も
小さく、次にフランジ2の外径が、そして前部・後部構
造体における接合端部以外の外径が最も大きい構成とし
た。前部構造体の接合面C4には円溝が形成され、この溝
にOリング4を挿入して分割部からの浸水を防止してい
る。
The connecting end of the front structural body C2 and the rear structural body C3 has a substantially symmetrical structure, and has a flange 2 and a groove 3 (FIGS. 1A and 3). The flange 2 is an annular projection that projects outward from the joining surface C4, and the groove 3 is an annular recess that continues to the flange 1. In this embodiment, the outer diameter of the groove 3 is the smallest, the outer diameter of the flange 2 is the second largest, and the outer diameter of the front and rear structures other than the joint end is the largest. A circular groove is formed in the joint surface C4 of the front structure, and the O-ring 4 is inserted into this groove to prevent water from entering from the divided portion.

【0020】ここで、両構造体C2,C3 を接合したときの
フランジ2の縦断面形状を台形とした(図1B)。すな
わち、接合されたフランジ2は角度θ1 を有するくさび
形状で、外周側ほど幅が狭く、内周側ほど幅が広くなる
構成である。後述するように、このくさび形状により一
層曲げ耐力の大きい分割部を構成することができる。
Here, the longitudinal sectional shape of the flange 2 when the two structures C2 and C3 were joined was a trapezoid (FIG. 1B). That is, the joined flange 2 has a wedge shape having an angle .theta.1, and the width is narrower on the outer peripheral side and wider on the inner peripheral side. As will be described later, the wedge shape can constitute a divided portion having a larger bending strength.

【0021】このような両構造体C2,C3 の接合端部には
割リング1が外装される(図1B,図2,図4)。割リ
ング1は3つの円弧状の分割片を連結することで環状に
構成したもので、内周には前記フランジ2が嵌合する溝
5(図1B)が形成され、両端部には隣接する分割片と
連結するための機構を具えている。
A split ring 1 is provided on the joint end of the two structures C2 and C3 (FIGS. 1B, 2 and 4). The split ring 1 is formed in an annular shape by connecting three arc-shaped divided pieces, and a groove 5 (FIG. 1B) into which the flange 2 is fitted is formed on the inner periphery, and both ends are adjacent to each other. It has a mechanism for connecting with the split pieces.

【0022】この連結機構には回動自在の六角孔付きボ
ルト6を用いた。各分割片の一端側の外周面には周方向
に沿った2本の溝7が形成され、この溝内に回転軸8が
架け渡されている。そして、この回転軸8には直交方向
にボルト6が螺合されている。一方、各分割片の他端側
はこのボルト6の頭部が係合する切欠9を具える。切欠
9は分割片の他端面を残して形成された断面がL型のも
ので、各分割片の両側に対向して形成され、ボルト頭部
との係合面9Aを形成する。この係合面9Aに角度θ2 の傾
斜を設けた(図2)。すなわち、係合面9Aの内周縁が分
割片の他端面1Aに近く、外周縁が分割片の他端面1Aから
離れた状態に傾いた傾斜を具えている。そして、係合面
9Aと分割片の他端面1Aとの間にはボルト6の軸部が嵌合
する溝10を設けた(図1B)。
A rotatable hexagonal bolt 6 is used for this connection mechanism. Two grooves 7 are formed along the circumferential direction on the outer peripheral surface on one end side of each of the divided pieces, and the rotating shaft 8 is bridged in these grooves. A bolt 6 is screwed to the rotation shaft 8 in a direction perpendicular to the rotation shaft 8. On the other hand, the other end of each of the divided pieces has a notch 9 with which the head of the bolt 6 is engaged. The notch 9 has an L-shaped cross section formed while leaving the other end face of the divided piece, and is formed opposite to both sides of each divided piece to form an engagement surface 9A with a bolt head. The engagement surface 9A is provided with an inclination of an angle θ2 (FIG. 2). That is, the inner peripheral edge of the engagement surface 9A is close to the other end surface 1A of the divided piece, and the outer peripheral edge is inclined away from the other end surface 1A of the divided piece. And the engagement surface
A groove 10 is provided between 9A and the other end surface 1A of the divided piece, into which the shaft of the bolt 6 fits (FIG. 1B).

【0023】さらに、本例ではボルト6の首下に角座金
11を装着した。この角座金15は厚さが一様でなく、くさ
び状の断面形状を有している(図2,4)。そして、こ
のくさび状断面で構成される角度は前記係合面9Aの傾斜
角θ2 に対応させた。このくさび状の角座金11と前述の
係合面9Aの傾斜とにより、割リング1をフランジ2に装
着してボルト6の締め付ける際、ボルト頭部を内周方向
に回動して締め付けを確実にする。
Further, in this embodiment, a square washer is provided under the neck of the bolt 6.
11 was attached. This square washer 15 is not uniform in thickness and has a wedge-shaped cross-sectional shape (FIGS. 2 and 4). The angle formed by the wedge-shaped cross section corresponded to the inclination angle θ2 of the engagement surface 9A. Due to the wedge-shaped square washer 11 and the inclination of the engagement surface 9A, when the split ring 1 is mounted on the flange 2 and the bolt 6 is tightened, the bolt head is rotated in the inner circumferential direction to secure the tightening. To

【0024】なお、図示していないが、前部構造体C2は
先端に首振り自在のヘッドを、内部に先端ジャッキを具
え、このジャッキでヘッドを伸長・後退させることによ
り先掘りを行う。
Although not shown, the front structure C2 is provided with a swingable head at the tip and a tip jack inside, and excavates the head by extending and retracting the head with the jack.

【0025】上記の分割部を接合・分割する際の手順と
作用は次の通りである。 (1) 接合する場合は、前部構造体C2と後部構造体C3の両
接合端部を突き合わせ、このフランジ2に各分割片の溝
5を嵌合する(図1,図2)。 (2) 各ボルト6を回動し、隣接する分割片の切欠9に係
合する。このとき、角座金11は厚みの大きい方を係合面
9Aの内周側に、小さい方を係合面9Aの外周側に合わせ
る。
The procedure and operation for joining / dividing the above-mentioned divisions are as follows. (1) In the case of joining, both joining ends of the front structure C2 and the rear structure C3 are abutted, and the groove 5 of each divided piece is fitted to the flange 2 (FIGS. 1 and 2). (2) Each bolt 6 is rotated and engaged with the notch 9 of the adjacent divided piece. At this time, the square washer 11
The smaller one is aligned with the inner peripheral side of 9A and the outer peripheral side of engagement surface 9A.

【0026】(3) 各ボルト6を回転軸8にねじ込んで隣
接する分割片同士を締め付ける。ボルト6の締め付けに
伴って割リング1の径は小さくなるが、ボルト6が回転
軸8を中心に回動することでこの径の変化に追従する。
(3) Each bolt 6 is screwed into the rotating shaft 8 and the adjacent divided pieces are tightened. The diameter of the split ring 1 becomes smaller as the bolt 6 is tightened, but the bolt 6 turns around the rotation shaft 8 to follow the change in the diameter.

【0027】(4) 同時に角座金11が係合面9Aに沿ってス
ライドすることでボルト6の頭部が内周側に円滑に送ら
れ、締め付けを容易にする。ボルト6の締め付け後は、
傾斜した係合面9Aとくさび状の角座金11の係合によりボ
ルト6の頭部が外周側に回動することを阻止し、ボルト
6が切欠9から外れ難い構成とできる。
(4) At the same time, when the square washer 11 slides along the engagement surface 9A, the head of the bolt 6 is smoothly fed to the inner peripheral side to facilitate the tightening. After tightening the bolt 6,
Engagement of the inclined engaging surface 9A and the wedge-shaped square washer 11 prevents the head of the bolt 6 from rotating to the outer peripheral side, so that the bolt 6 is hard to come off from the notch 9.

【0028】(5) このように台形のフランジ2を外周か
ら割リング1で締め付けると、両構造体C2,C3 は互いに
圧接され、接合端部に曲げ荷重が作用しても十分な接合
強度を確保することができる。
(5) When the trapezoidal flange 2 is tightened from the outer periphery with the split ring 1, the two structures C2 and C3 are pressed against each other, and sufficient joint strength is obtained even when a bending load is applied to the joint end. Can be secured.

【0029】(6) 一方、分離する場合は、図1,2の状
態から各ボルト6を緩める(図3,4)。 (7) 十分ボルト6を緩めてからボルト6の頭部を外周側
に回動して切欠9との係合を解除し、割リング1を分割
片ごとに分ける。
(6) On the other hand, when separating, the bolts 6 are loosened from the state shown in FIGS. 1 and 2 (FIGS. 3 and 4). (7) After sufficiently loosening the bolt 6, the head of the bolt 6 is turned to the outer peripheral side to release the engagement with the notch 9, and the split ring 1 is divided into divided pieces.

【0030】(8) そして、各分割片を外周方向に除去す
ることで両構造体C2,C3 を分離する。このように割リン
グ1を除去した時点で両構造体C2,C3 は分離でき、前部
構造体C2を直上に引き上げることができるため、到達立
坑が狭い場合でも先端装置の分割作業を行うことができ
る。
(8) Then, the two structural bodies C2 and C3 are separated by removing each divided piece in the outer peripheral direction. When the split ring 1 is removed in this way, the two structures C2 and C3 can be separated from each other, and the front structure C2 can be pulled up directly. it can.

【0031】(試験例)上記分割部構造の強度を確認す
るため試作機を作製して強度試験を行った。試験方法
は、図5に示すように、本発明分割部構造で接合された
先端装置の両端部を支持し、中央の分割部に荷重をかけ
て変形や破壊の有無を調べることとした。
(Test Example) In order to confirm the strength of the above-mentioned divided portion structure, a prototype was manufactured and a strength test was performed. As shown in FIG. 5, the test method supported both ends of the tip device joined by the split part structure of the present invention, and applied a load to the central split part to check for deformation or breakage.

【0032】 支持点間の距離(L1 ):2m 作用点距離(L1 /2):1m 荷重(P1 ):48TON 上記の条件で試験を行ったところ、試作機には変形や破
壊が認められず、正常な形態が保持されていた。このと
きの作用点での曲げモーメント(M1 )は、 M1 =(1/4)×P1 ×L1 =(1/4)×48×2
=24TON・m であった。
Distance between support points (L 1): 2 m Working point distance (L 1/2): 1 m Load (P 1): 48 TON When the test was performed under the above conditions, no deformation or breakage was observed in the prototype. , The normal form was retained. The bending moment (M1) at the point of action at this time is: M1 = (1/4) × P1 × L1 = (1/4) × 48 × 2
= 24 TON · m.

【0033】比較のため先端装置のヘッドを先端ジャッ
キで伸長して方向制御を行う際に先端装置の分割部に作
用する曲げモーメント(M2 )を求める(図6)。
For comparison, the bending moment (M 2) acting on the divided portion of the tip device when the head of the tip device is extended by the tip jack to control the direction is obtained (FIG. 6).

【0034】 先端装置内蔵の先端ジャッキ推力(F2 ):100TON 方向制御角度(θ3 ):1.5° ヘッドから先端装置の接合部までの距離(L2 ):2m 曲げ方向分力(P)=100TON ×sin1.5°×cos1.5° =2.6TON 先端装置の接合部へ作用する曲げモーメント(M2 )=2.6TON ×2m =5.2TON ・mTip jack thrust (F2) built into the tip device: 100 TON Direction control angle (θ3): 1.5 ° Distance from the head to the junction of the tip device (L2): 2 m Bending direction component force (P) = 100 TON × sin1.5 ° × cos1.5 ° = 2.6TON Bending moment (M2) acting on the joint of the tip device = 2.6TON × 2m = 5.2TON · m

【0035】以上のことから本発明分割構造はヘッドの
方向制御時に分割部に作用する曲げモーメントの約4.
6倍以上という極めて高い強度を有することが確認され
た。
As described above, the divided structure of the present invention has a bending moment of about 4.
It was confirmed to have an extremely high strength of 6 times or more.

【0036】[0036]

【発明の効果】以上説明したように、本発明分割構造に
よれば接合端部のフランジを外周から割リングで締め付
けることにより、高い曲げ耐力を有し、到達立坑が狭い
場合でも分割作業を行うことができる。
As described above, according to the dividing structure of the present invention, the flange at the joint end is fastened by the split ring from the outer periphery, so that it has a high bending strength and can perform the dividing operation even when the reaching shaft is narrow. be able to.

【0037】また、フランジの形状を台形にすること
で、前部構造体と後部構造体とが圧接されるように構成
でき、より高い曲げ耐力を得ることができる。
Further, by making the shape of the flange a trapezoid, the front structure and the rear structure can be configured to be pressed against each other, so that a higher bending strength can be obtained.

【0038】さらに、ボルトに装着した座金の断面をく
さび状とし、この座金が係合する切欠の係合面も傾斜さ
せることで、ボルト締め付け時に生じる割リングの径の
減少にボルトの回動を容易に追従させることができる。
Further, the cross section of the washer attached to the bolt is formed in a wedge shape, and the notch engaging surface with which the washer is engaged is also inclined, so that the rotation of the bolt is reduced due to the decrease in the diameter of the split ring which occurs when the bolt is tightened. It can be easily followed.

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

【図1】(A)は本発明分割部構造の接合状態を示す平
面図、(B)はその縦断面図である。
FIG. 1A is a plan view showing a joined state of a divided portion structure of the present invention, and FIG. 1B is a longitudinal sectional view thereof.

【図2】図1BのX−Xにおける矢視部分横断面図であ
る。
FIG. 2 is a partial cross-sectional view taken along arrow XX of FIG. 1B.

【図3】(A)は本発明分割部構造の分離状態を示す平
面図、(B)はその縦断面図である。
FIG. 3A is a plan view showing a separated state of the divided portion structure of the present invention, and FIG. 3B is a longitudinal sectional view thereof.

【図4】割リングを外した状態を示す図3BのY−Yに
おける矢視横断面図である。
FIG. 4 is a cross-sectional view taken along the line YY of FIG. 3B showing a state in which a split ring is removed.

【図5】本発明分割部構造の強度試験の試験方法を示す
説明図である。
FIG. 5 is an explanatory view showing a test method of a strength test of the split part structure of the present invention.

【図6】先端装置の分割部に作用する曲げモーメントを
求める際の説明図である。
FIG. 6 is an explanatory diagram for determining a bending moment acting on a dividing portion of the tip device.

【図7】管推進用先端装置を用いた圧密無排土方式の管
布設工程の説明図で、(A)は掘削前、(B)は元押し
ジャッキ伸長時、(C)は元押しジャッキ後退時、
(D)は元押し装置への管装着時を示す。
FIG. 7 is an explanatory view of a pipe laying process of a consolidation non-discharge method using a tip device for pipe propulsion, wherein (A) is before excavation, (B) is when a main jack is extended, and (C) is a main jack. When retreating,
(D) shows the state when the pipe is attached to the main pushing device.

【図8】管推進用先端装置を用いた圧密無排土方式の管
布設工程の説明図で、(A)は先掘り時、(B)は元押
しジャッキ伸長時、(C)は先端装置の方向制御時、
(D)は先端装置と管の押し込み時を示す。
FIG. 8 is an explanatory view of a pipe laying process of a consolidation non-discharge method using a tip device for pipe propulsion, wherein (A) is for excavation, (B) is for extension of a main jack, and (C) is a tip device. When controlling the direction of
(D) shows when the tip device and the tube are pushed.

【図9】到達立坑に達してから先端装置を除去する工程
の説明図で、(A)は先端装置の到達立坑への到達時、
(B)は前部構造体の撤去時、(C)は後部構造体の到
達立坑内への押し出し時、(D)は後部構造体の撤去時
を示す。
FIG. 9 is an explanatory view of a step of removing the tip device after reaching the reaching shaft, and (A) is a diagram when the tip device reaches the reaching shaft.
(B) shows the time of removal of the front structure, (C) shows the time of pushing the rear structure into the reaching shaft, and (D) shows the time of removal of the rear structure.

【図10】ボルトを用いた従来の分割部構造を示し、
(A)は縦断面図、(B)は横断面図である。
FIG. 10 shows a conventional divided portion structure using bolts,
(A) is a longitudinal sectional view, and (B) is a transverse sectional view.

【図11】袋ナットを用いた従来の分割部構造を示し、
(A)は縦断面図、(B)は横断面図である。
FIG. 11 shows a conventional divided portion structure using a cap nut,
(A) is a longitudinal sectional view, and (B) is a transverse sectional view.

【図12】図11の先端装置を分割した状態を示す縦断
面図である。
12 is a longitudinal sectional view showing a state in which the tip device of FIG. 11 is divided.

【符号の説明】[Explanation of symbols]

1 割リング 2 フランジ 3 溝 4 Oリング
5 溝 6 ボルト 7 溝 8 回転軸 9 切欠 9A 係合面 10 溝
11 角座金 A 発進立坑 B 到達立坑 C 先端装置 C1 ヘッ
ド C2 前部構造体 C3 後部構造体 C4 接合面 D 元押し装置 D1 元
押しジャッキ E 管 G ボルト H ナット I Oリング J 袋ナット
K Oリング M 雌ネジ N 雄ネジ O フランジ
1 split ring 2 flange 3 groove 4 O-ring
5 Groove 6 Bolt 7 Groove 8 Rotary shaft 9 Notch 9A Engagement surface 10 Groove
11 Square washer A Start shaft B Reach shaft C Tip device C1 Head C2 Front structure C3 Rear structure C4 Joint surface D Main push device D1 Main push jack E Pipe G Bolt H Nut IO Ring J Bag nut K O ring M Female thread N Male thread O Flange

───────────────────────────────────────────────────── フロントページの続き (72)発明者 貴志 彰夫 横浜市栄区田谷町1番地 住友電気工業株 式会社横浜製作所内 (72)発明者 田中 実 東京都新宿区西新宿三丁目19番2号 日本 電信電話株式会社内 (72)発明者 浅野 哲也 東京都新宿区西新宿三丁目19番2号 日本 電信電話株式会社内 (72)発明者 白川 淳一 東京都台東区元浅草三丁目18番10号 アイ レック技建株式会社内 (72)発明者 秋山 利夫 東京都台東区元浅草三丁目18番10号 アイ レック技建株式会社内 ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Akio Kishi 1 Taya-cho, Sakae-ku, Yokohama-shi Inside Yokohama Works, Sumitomo Electric Industries, Ltd. (72) Inventor Minoru Tanaka 3-192-2 Nishishinjuku, Shinjuku-ku, Tokyo Japan Inside Telegraph and Telephone Co., Ltd. (72) Tetsuya Asano, Inventor 3-19-2, Nishishinjuku, Shinjuku-ku, Tokyo Japan Within Telegraph and Telephone Co., Ltd. (72) Junichi Shirakawa, 18-18, Moto-Asakusa 3-chome Moto Asakusa, Taito-ku, Tokyo (72) Inventor Toshio Akiyama 3-18-10 Motoasakusa, Taito-ku, Tokyo Inside IREC GIKEN

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 前部構造体と後部構造体とを接合・分離
する管推進先端装置の分割部構造において、 前記各構造体は、その接合端部にフランジ部を具え、 このフランジ部に嵌合する溝を有する割リングで両構造
体を接合し、 この割リングは複数の分割片に分離自在に構成され、 各分割片は隣接する分割片との連結機構を具えることを
特徴とする管推進用先端装置の分割部構造。
1. A divided structure of a tube propulsion tip device for joining and separating a front structure and a rear structure, wherein each of the structures has a flange at a joint end thereof, and is fitted to the flange. The two structures are joined by a split ring having a mating groove, and the split ring is configured to be separable into a plurality of split pieces, and each split piece includes a coupling mechanism with an adjacent split piece. Split section structure of advanced equipment for pipe propulsion.
【請求項2】 前部構造体と後部構造体とを接合した状
態におけるフランジ部の縦断面形状が台形で、 割リングの溝はこのフランジ部に対応した形状であるこ
とを特徴とする請求項1記載の管推進用先端装置の分割
部構造。
2. The vertical cross-sectional shape of the flange portion in a state where the front structure and the rear structure are joined to each other is trapezoidal, and the groove of the split ring has a shape corresponding to the flange. 2. A divided structure of the pipe propulsion tip device according to 1.
【請求項3】 連結機構は、 各分割片の一端に取り付けられた回転軸と、この回転軸
に螺合された回動自在のボルトと、 他端に形成され、隣接する分割片のボルト頭部が係合す
る切欠とを具えることを特徴とする請求項1記載の管推
進用先端装置の分割部構造。
3. A coupling mechanism comprising: a rotating shaft attached to one end of each of the divided pieces; a rotatable bolt screwed to the rotating shaft; and a bolt head formed at the other end of an adjacent divided piece. 2. The split part structure of a tube propulsion tip device according to claim 1, further comprising a notch with which the part engages.
【請求項4】 ボルトの首下には座金がはめ込まれ、こ
の座金は厚さが一様でなく、くさび状の断面を有するこ
とを特徴とする請求項3記載の管推進用先端装置の分割
部構造。
4. The splitting device according to claim 3, wherein a washer is fitted under the neck of the bolt, and the washer has a non-uniform thickness and a wedge-shaped cross section. Part structure.
【請求項5】 ボルトの首下には座金がはめ込まれ、こ
の座金が当接する切欠の係合面が傾斜を有することを特
徴とする請求項3記載の管推進用先端装置の分割部構
造。
5. The split part structure for a tube propulsion tip device according to claim 3, wherein a washer is fitted under the neck of the bolt, and a notch engaging surface with which the washer abuts has an inclination.
JP12509097A 1997-04-28 1997-04-28 Split unit structure of pipe propulsion tip device Expired - Fee Related JP3497696B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12509097A JP3497696B2 (en) 1997-04-28 1997-04-28 Split unit structure of pipe propulsion tip device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12509097A JP3497696B2 (en) 1997-04-28 1997-04-28 Split unit structure of pipe propulsion tip device

Publications (2)

Publication Number Publication Date
JPH10306687A true JPH10306687A (en) 1998-11-17
JP3497696B2 JP3497696B2 (en) 2004-02-16

Family

ID=14901604

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12509097A Expired - Fee Related JP3497696B2 (en) 1997-04-28 1997-04-28 Split unit structure of pipe propulsion tip device

Country Status (1)

Country Link
JP (1) JP3497696B2 (en)

Also Published As

Publication number Publication date
JP3497696B2 (en) 2004-02-16

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