JP3497696B2 - Split unit structure of pipe propulsion tip device - Google Patents

Split unit structure of pipe propulsion tip device

Info

Publication number
JP3497696B2
JP3497696B2 JP12509097A JP12509097A JP3497696B2 JP 3497696 B2 JP3497696 B2 JP 3497696B2 JP 12509097 A JP12509097 A JP 12509097A JP 12509097 A JP12509097 A JP 12509097A JP 3497696 B2 JP3497696 B2 JP 3497696B2
Authority
JP
Japan
Prior art keywords
tip device
divided
bolt
split
pipe propulsion
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP12509097A
Other languages
Japanese (ja)
Other versions
JPH10306687A (en
Inventor
靖夫 根岸
彰夫 貴志
実 田中
哲也 浅野
淳一 白川
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.)
Nippon Telegraph and Telephone Corp
Sumitomo Electric Industries Ltd
Airec Engineering Corp
Original Assignee
Nippon Telegraph and Telephone Corp
Sumitomo Electric Industries Ltd
Airec Engineering Corp
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 Telegraph and Telephone Corp, Sumitomo Electric Industries Ltd, Airec Engineering Corp filed Critical Nippon Telegraph and Telephone Corp
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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  • Excavating Of Shafts Or Tunnels (AREA)

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 structure of a divided portion of a pipe propulsion tip device for laying a cable laying pipe, a water and sewer pipe, a gas pipe, etc. in the soil by non-excavation in a compaction-free and soil-free system. 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 a pipe in a compaction-free soil-free system by a small diameter pipe propulsion method will be described with reference to FIGS. This is a construction method of digging from the starting shaft A toward the reaching shaft B by the tip device C and laying the pipe E by pushing it while adding it. The tip device C can be divided into a front structure C2 and a rear structure C3 at a joint surface C4, has a head C1 for digging at the tip of the front structure C2, and uses this head C1 with a built-in tip jack. Can be extended / retracted.

【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 push device D having a pushing push jack D1 and a tip device C for propelling a pipe are arranged in a starting shaft A (FIG. 7A). At this time, the rear end of the rear structure C3 is arranged so that it can be pressed by the original push 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 original push jack D1 is extended to press the tip device C into the reaching shaft side (FIG. 7B). (3) Pull back the jack D1 and secure a space corresponding to the length of the pipe E between the rear end of the tip device C and the pressing surface of the original push 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 by a tip jack to dig into the soil (FIG. 8A). (6) The original push jack D1 is extended, and the tip device C and the pipe E are pushed toward the reaching shaft by the length of the excavation (Fig. 8).
B). (7) In this way, pipe E is laid while adding pipe E by repeating the steps of "digging → pushing pipe E and tip device C → retracting original push jack D1 → arrangement of next pipe → digging." . The head C1 can be slightly swung with respect to the front structure C2 (FIG. 8C), and the digging is performed while correcting the 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 reached to the reaching shaft B. (Fig. 9B). (9) The rear structure C3 is pushed by the original push jack D1 until it 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。
When a pipe is laid by the above-mentioned compaction-free soil-removal method, the resistance to press-fitting into the soil is very large because the soil is not excavated and discharged when the pipe is propelled. In particular, a large bending moment acts on the device itself when controlling the direction of the tip device. Two structures shown in FIG. 10 and FIG. 11 are known as the divided part structure of the tip device in consideration of such 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 part structure in which a front structure C2 and a rear structure C3 are joined by using a bolt G and a nut H. Plural bolts G are passed through the flanges at the joint ends of the front structure C2 and the rear structure C3, and the nuts H are tightened to bond the two structures C2 and C3.

【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 of FIG. 11 is a divided portion structure in which the front structure C2 and the rear structure C3 are joined by using a cap nut J. A male screw N is formed at the joint end of the front structure C2, and a flange O is formed at the joint end of the rear structure. Then, both structures are joined by a cap nut J having one end engaged with the flange O and the other end 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 division structure has the following problems. The split structure of FIG. 10 is not sufficient to withstand large bending moments. When a bending load is applied to the lower part of the front structure shown in FIG. 10A, a tensile force acts on the upper part of the joint surface and a compressive force acts on the lower part. At this time, the tensile force applied to the joint surface is not advantageous in terms of strength because it must be supported only by the bolts attached to the upper half of the pipe (FIG. 10B) instead of all the bolts.

【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 divided portion structure of FIG. 11 is advantageous in terms of strength against bending moment, it requires a large working space when dividing and removing the tip device. This structure is advantageous in terms of strength because 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 when a bending load is applied below the front structure of FIG. 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 work space is required by a length corresponding to the screwing length. Therefore, if 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。
[0012] Therefore, a main object of the present invention is to provide a dividing structure of a tip device having a sufficient bending resistance and capable of facilitating dividing work 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。
The present invention achieves the above object by providing a flange portion at the joint end portion of the front / rear structure and attaching a split ring to the flange portion to join the flange portion. That is, the split ring has a groove that fits into the flange portion and is configured to be separable into a plurality of divided pieces, and each divided piece has a coupling mechanism with an adjacent divided piece. When the tip device is divided, the divided pieces of the split ring may be disconnected and the divided pieces 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 shapes of the flanges in both the front and rear structures are not particularly limited. However, it is preferable that the vertical cross-sectional shape of the flange portion when the two structures are joined is trapezoidal. When such a flange is tightened from the outer circumference with a split ring, the structures are pressed against each other in the direction of joining to each other, so that higher bending resistance 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 flange. In addition, the number of divided pieces forming the split ring is not particularly limited. As a connecting mechanism of each divided piece,
A rotary shaft attached to one end of each divided piece, a rotatable bolt screwed to the rotary shaft, and a bolt head of an adjacent divided piece formed at the other end of each divided piece. The one with a notch is mentioned.

【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 above bolt,
The washer preferably 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 attached to the flange and the bolt is tightened, the operation of rotating the bolt as the diameter of the split ring decreases can be made 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。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to FIG.
4 to 4. FIG. 1 (A) is a plan view showing a joined state of the split portion structure of the present invention, FIG. 1 (B) is a vertical sectional view thereof, and FIG. 2 is a lateral sectional view taken along the line XX of FIG. 1B. 3 (A) is a plan view showing a separated state of the dividing portion structure of the present invention, FIG. 3 (B) is a longitudinal sectional view thereof, and FIG. 4 is a state in which the split ring is removed.
FIG. 7 is a lateral cross-sectional view taken along line YY of 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 portion structure of the present invention has a structure in which the front structure C2 and the rear structure C3 of the tip device are butted against each other, and the butted portions are joined together by tightening the split ring 1 from the outer periphery.

【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 joint ends of the front structure C2 and the rear structure C3 have substantially the same structure, and a flange 2 and a groove 3 are formed (FIGS. 1A and 3). The flange 2 is an annular projection that is continuous with the joint surface C4 and projects to the outer periphery, and the groove 3 is an annular recess that is continuous with the flange 1. In this example, the outer diameter of the groove 3 is the smallest, the outer diameter of the flange 2 is the largest, and the outer diameter of the front / rear structure other than the joint ends is the largest. A circular groove is formed on the joint surface C4 of the front structure, and an O-ring 4 is inserted in 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 vertical cross-sectional shape of the flange 2 when the two structures C2 and C3 are joined together is a trapezoid (FIG. 1B). That is, the joined flange 2 has a wedge shape having an angle θ1, and has a configuration in which the width is narrower on the outer peripheral side and wider on the inner peripheral side. As will be described later, this wedge shape makes it possible to form a divided portion having a higher bending resistance.

【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 mounted on the joint ends of the two structures C2 and C3 (FIGS. 1B, 2 and 4). The split ring 1 is formed into 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 circumference, 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 hexagon socket head cap bolt 6 is used for this connecting mechanism. Two grooves 7 are formed along the circumferential direction on the outer peripheral surface on one end side of each divided piece, and a rotary shaft 8 is bridged in the grooves. A bolt 6 is screwed onto the rotary shaft 8 in the orthogonal direction. On the other hand, the other end side of each divided piece has a notch 9 with which the head of the bolt 6 is engaged. The notch 9 has an L-shaped cross section formed by leaving the other end surface of the divided piece, and is formed on both sides of each divided piece so as to face each other and form an engagement surface 9A with the bolt head. The engaging 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 inclined near the other end surface 1A of the divided piece and the outer peripheral edge is inclined so as to be separated from the other end surface 1A of the divided piece. And the engagement surface
A groove 10 into which the shaft portion of the bolt 6 is fitted is provided between 9A and the other end surface 1A of the split piece (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 example, a square washer is provided under the neck of the bolt 6.
I put on 11. The 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 corresponds to the inclination angle θ2 of the engaging surface 9A. When the split ring 1 is attached to the flange 2 and the bolt 6 is tightened by the wedge-shaped square washer 11 and the inclination of the engagement surface 9A, the bolt head is rotated in the inner circumferential direction to ensure 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 has a swingable head at the tip and a tip jack inside, and the head is extended and retracted by this jack to dig ahead.

【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 divided portions are as follows. (1) When joining, the joining ends of the front structure C2 and the rear structure C3 are butted, and the groove 5 of each divided piece is fitted into this flange 2 (FIGS. 1 and 2). (2) Rotate each bolt 6 to engage the notch 9 of the adjacent divided piece. At this time, the square washer 11 has a larger thickness on the engaging surface.
The inner side of 9A is aligned with the smaller side to the outer 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) The bolts 6 are screwed into the rotary shaft 8 to tighten the adjacent divided pieces. Although the diameter of the split ring 1 decreases as the bolt 6 is tightened, the bolt 6 rotates around the rotary shaft 8 to follow this change in 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, the square washer 11 slides along the engaging surface 9A so that the head of the bolt 6 is smoothly fed to the inner peripheral side, facilitating tightening. After tightening the bolt 6,
The engagement between the inclined engagement 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 unlikely to come off 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 in this way, both structures C2 and C3 are pressed against each other, and sufficient bonding strength is obtained even if a bending load acts on the bonding ends. 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 the bolts are to be separated, each bolt 6 is loosened from the state shown in FIGS. 1 and 2 (FIGS. 3 and 4). (7) After loosening the bolt 6 sufficiently, the head of the bolt 6 is rotated 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 divided pieces are removed in the outer peripheral direction to separate the two structures C2 and C3. In this way, when the split ring 1 is removed, the two structures C2 and C3 can be separated and the front structure C2 can be pulled directly above, so that the tip device can be divided even when the reaching shaft is narrow. 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 prepared and a strength test was conducted. 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 examine the presence or absence of 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 supporting points (L1): 2 m Operating point distance (L1 / 2): 1 m Load (P1): 48 TON When tested under the above conditions, no deformation or breakage was observed in the prototype. , The normal morphology 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 (M2) 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 determined (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 ・m[0034]   Tip jack built-in tip device (F2): 100TON   Direction control angle (θ3): 1.5 °   Distance from head to joint of advanced device (L2): 2m     Bending direction component force (P) = 100TON × sin1.5 ° × cos1.5 °                       = 2.6 TON     Bending moment (M2) acting on the joint of advanced equipment = 2.6TON x 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。
From the above, the split 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 split structure of the present invention, the flange at the joint end is tightened from the outer periphery by the split ring, so that the split work can be performed even if the reaching shaft is narrow with high bending resistance. 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 trapezoidal, the front structure and the rear structure can be pressed against each other, and higher bending resistance 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。
Furthermore, the washer attached to the bolt has a wedge-shaped cross section, and the engaging surface of the notch with which the washer is engaged is also inclined to reduce the diameter of the split ring that occurs when the bolt is tightened, thereby allowing the bolt to rotate. It can be easily followed.

【図面の簡単な説明】[Brief description of 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 split 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 line 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. 3 (A) is a plan view showing a separated state of the dividing portion structure of the present invention, and FIG. 3 (B) 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 transverse cross sectional view taken along the line YY of FIG. 3B, showing a state in which the 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 portion 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 obtaining a bending moment acting on a divided 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。
7A and 7B are explanatory views of a pipe laying process of a compaction-free soil-free system using a pipe propulsion tip device, in which (A) is before excavation, (B) is the original push jack extension, and (C) is the original push jack. When retreating,
(D) shows when the tube is attached to the original 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。
8A and 8B are explanatory views of a pipe laying process of a compaction-free earth-removal method using a tip device for pipe propulsion, where FIG. 8A is for digging, FIG. 8B is for pushing the original push jack, and FIG. When controlling the direction of
(D) shows when the tip device and the tube are pushed in.

【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, (A) when the tip device reaches the reaching shaft,
(B) shows the removal of the front structure, (C) shows the extrusion of the rear structure into the reaching shaft, and (D) shows the 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 structure of a split portion using bolts,
(A) is a longitudinal sectional view and (B) is a lateral 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 structure of a split portion using a cap nut,
(A) is a longitudinal sectional view and (B) is a lateral 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 vertical cross-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 engaging surface 10 groove
11 Square washer A Start vertical shaft B Reach vertical shaft C Tip device C1 Head C2 Front structure C3 Rear structure C4 Joining surface D Source pusher D1 Source push jack E Pipe G Bolt H Nut I O ring J Cap 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 (56)参考文献 実開 昭60−148396(JP,U) 実開 平4−73088(JP,U) (58)調査した分野(Int.Cl.7,DB名) E21D 9/06 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Akio Takashi 1 Taya-cho, Sakae-ku, Yokohama Sumitomo Electric Industries, Ltd. Yokohama Works (72) Inventor Minoru Tanaka 3-19-2 Nishishinjuku, Shinjuku-ku, Tokyo Nihonhon Telegraph and Telephone Corp. (72) Inventor Tetsuya Asano 3-19-2 Nishishinjuku, Shinjuku-ku, Tokyo Japan Telegraph and Telephone Corp. (72) Inventor Junichi Shirakawa 3-18-10 Moto-Asakusa, Taito-ku, Tokyo Within Airec Giken Co., Ltd. (72) Inventor Toshio Akiyama 3-18-10 Moto-Asakusa, Taito-ku, Tokyo Inside Airec Giken Co., Ltd. (56) References: 60-148396 (JP, U) Actual Kaihei 4-73088 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) E21D 9/06

Claims (4)

(57)【特許請求の範囲】(57) [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ており、 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
とを特徴とする管推進用先端装置の分割部構造。
1. A split part structure of a pipe propulsion tip device for joining and separating a front structure and a rear structure, wherein each structure has a flange portion at a joint end thereof, and is fitted to the flange portion. joining both structures with split ring having a groove for engagement, the split ring is constructed to be freely separated into a plurality of divided pieces, the divided pieces are equipped with a coupling mechanism between the split pieces adjacent coupling mechanism , The rotary shaft attached to one end of each divided piece, and this rotary shaft
A rotatable bolt that is screwed into the
A notch with which the bolt heads of the contacting pieces engage.
The structure of the split part of the tip device for pipe propulsion, characterized by
【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 when the front structure and the rear structure are joined together is trapezoidal, and the groove of the split ring has a shape corresponding to this flange portion. 1. The structure of the divided part of the tip device for pipe propulsion according to 1.
【請求項3】 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1記載の管推進用先端装置の分割
部構造。
3. A washer is fitted under the neck of the bolt,
The washers are not of uniform thickness and have a wedge-shaped cross section.
The divided part structure of the tip device for pipe propulsion according to claim 1, wherein:
【請求項4】 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1記載の管推進用先端装置の分割部構
造。
4. A washer is fitted under the neck of the bolt,
The engaging surface of the notch with which the washer of
The divided part structure of the tip device for pipe propulsion according to claim 1 .
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 JPH10306687A (en) 1998-11-17
JP3497696B2 true 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
JPH10306687A (en) 1998-11-17

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