JP2002276285A - Jacking pipe - Google Patents

Jacking pipe

Info

Publication number
JP2002276285A
JP2002276285A JP2001074488A JP2001074488A JP2002276285A JP 2002276285 A JP2002276285 A JP 2002276285A JP 2001074488 A JP2001074488 A JP 2001074488A JP 2001074488 A JP2001074488 A JP 2001074488A JP 2002276285 A JP2002276285 A JP 2002276285A
Authority
JP
Japan
Prior art keywords
ring
propulsion pipe
propulsion
seal groove
seal
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
JP2001074488A
Other languages
Japanese (ja)
Inventor
Tsuyoshi Miyahara
強 宮原
Osamu Nobe
脩 野辺
Takashi Nakajima
中島  隆
Keizaburo Tokura
敬三郎 都倉
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.)
JFE Engineering Corp
Kurimoto Concrete Industries Ltd
Original Assignee
NKK Corp
Nippon Kokan Ltd
Kurimoto Concrete 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 NKK Corp, Nippon Kokan Ltd, Kurimoto Concrete Industries Ltd filed Critical NKK Corp
Priority to JP2001074488A priority Critical patent/JP2002276285A/en
Publication of JP2002276285A publication Critical patent/JP2002276285A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a low-cost jacking pipe having great water cut-off ability suitable for an ultra-deep jacking method. SOLUTION: On the outer circumferential face of an insert 3 of a jacking pipe main body 1, seal grooves 6 and 7 are formed at a longitudinal interval, and a rubber ring 11 is installed in the front side seal groove 6 while an O-ring 12 is installed in the rear side seal groove 7. The O-ring 12 is provided with longitudinal movement allowance, and the O-ring 12 is pressed to the front wall of the seal groove 7 for increasing the water cut-off ability when a water pressure is applied to it.

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】この発明は、推進工法に使用
される推進管に関し、特に耐水圧性に優れた推進管に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a propulsion pipe used for a propulsion method, and more particularly to a propulsion pipe having excellent water pressure resistance.

【0002】[0002]

【従来の技術】地中に配管を行う場合、推進工法が一般
に用いられるが、先行している上下水道、ガス管、電力
・通信ケーブル等の埋設物を避けるため、40〜60m
の大深度で推進工法を実施しなければならない場合があ
る。また、海底や湖底を迂回することなく最短ルートで
推進工法を実施することが要求されることもある。いず
れの場合も、高水圧の地下水の侵入に備えて推進管の継
手部には、高い止水性が要求される。
2. Description of the Related Art When pipes are buried underground, a propulsion method is generally used. However, in order to avoid buried objects such as water and sewage, gas pipes, power and communication cables, etc.
It may be necessary to implement the propulsion method at a large depth. In some cases, it is required to carry out the propulsion method on the shortest route without bypassing the bottom of the sea or lake. In any case, the joint portion of the propulsion pipe is required to have high water stoppage in preparation for intrusion of high water pressure groundwater.

【0003】一方、現在多用されている規格化された推
進管の継手部における最大止水圧は0.2MPaであ
る。施工中に推進管に作用する外水圧は、地下水圧と滑
材、泥水圧などが通常0.02〜0.03MPaが加算
されるので、地下水の高さにもよるが、地上から管底ま
で約20m位が採用の限度であった。従って、前述のよ
うな大深度における推進工法に適用するには、不十分で
あった。
On the other hand, the maximum water stop pressure at the joint portion of a standardized propulsion pipe, which is currently frequently used, is 0.2 MPa. The external water pressure acting on the propulsion pipe during construction is usually from 0.02 to 0.03 MPa for groundwater pressure, lubrication, muddy water pressure, etc., so it depends on the height of the groundwater, but from the ground to the bottom of the pipe About 20m was the limit of adoption. Therefore, it was insufficient to apply to the propulsion method at a large depth as described above.

【0004】かかる実情において、掘削マシーンのオペ
レータの安全のためにも、大深度の場合や、海底・湖底
の横断に適した高止水性をもった推進管の開発が期待さ
れている。
[0004] Under such circumstances, for the safety of the operator of the drilling machine, the development of a propulsion pipe having a high water stopping property suitable for a large depth or crossing the bottom of a sea or lake has been expected.

【0005】従来から知られている推進管のシール構造
として、図6に示すようなものがある。この推進管はコ
ンクリート製の推進管本体21の先端部に鋼板22によ
り補強された差し口23を設けると共に、該推進管本体
21の外周面に装着した鋼板製のカラー24を後部に突
き出して受け口25を設けている。上記差し口23の外
周に前後方向に間隔をおいてシール溝26、27が2ヵ
所に形成され、各シール溝26、27にそれぞれシール
部材としての異形断面をもったゴム輪28、29が装着
される。これらのゴム輪28、29を他の同様の推進管
の受け口25の内周面に密着させてその差し口23を差
し込んで、推進管相互間の継手部を構成する。上記の各
ゴム輪28、29はいずれもシール溝26、27に対し
前後方向に隙間無く緊密に埋め込まれる。
As a conventionally known seal structure for a propulsion pipe, there is one as shown in FIG. This propulsion pipe has an inlet 23 reinforced by a steel plate 22 at the tip of a concrete propulsion pipe main body 21, and a steel plate collar 24 attached to the outer peripheral surface of the propulsion pipe main body 21 protrudes to the rear to receive the propulsion pipe. 25 are provided. Seal grooves 26, 27 are formed at two locations on the outer periphery of the outlet 23 at an interval in the front-rear direction, and rubber rings 28, 29 each having a deformed cross-section as a seal member are attached to each of the seal grooves 26, 27. Is done. These rubber rings 28 and 29 are brought into close contact with the inner peripheral surface of the receiving port 25 of another similar propulsion pipe, and the insertion port 23 is inserted to form a joint between the propulsion pipes. Each of the rubber rings 28 and 29 is tightly embedded in the seal grooves 26 and 27 without any gap in the front-rear direction.

【0006】なお、上記シール溝26、27間の突条3
1に止水剤注入孔32が設けられる。
The ridge 3 between the seal grooves 26 and 27
1 is provided with a water blocking agent injection hole 32.

【0007】[0007]

【発明が解決しようとする課題】上記のようなシール構
造をもった従来の推進管の止水力は0.2MPa以上で
あることが確かめられているが、1.0MPaまでの止
水力があるか否かについては確かめられていなかった。
後述のように、今般発明者等が行った実験によると、相
当高い止水力を有することが判明し、大深度推進工法に
必ずしも不適切とはいえないことが分かった。
It has been confirmed that the water stopping power of a conventional propulsion pipe having the above-mentioned sealing structure is 0.2 MPa or more. Whether or not was not confirmed.
As will be described later, according to experiments conducted by the present inventors, it has been found that they have a considerably high water stopping power, and that they are not necessarily unsuitable for the deep-depth propulsion method.

【0008】しかし、上記のシール構造は、2ヶ所のシ
ール溝26、27にそれぞれゴム輪28、29を装着し
た構造であり、各ゴム輪28、29は特殊な断面構造を
もったものであるから、Oリングのような規格品を用い
るシール構造にくらべコスト高になる問題がある。
However, the above-mentioned sealing structure is a structure in which rubber rings 28 and 29 are attached to two sealing grooves 26 and 27, respectively, and each of the rubber rings 28 and 29 has a special sectional structure. Therefore, there is a problem that the cost is higher than a seal structure using a standard product such as an O-ring.

【0009】一方、コスト的には上記のゴム輪28、2
9に代えてOリングを用いることが有利であると考えら
れるが、各シール溝26、27もそのOリングに合致す
る形状に形成し、これにOリングを密に埋め込む通常の
装着方法をとった場合は、確かにコストの低減効果はあ
るが止水力が不足することは、これまでの経験則上明ら
かである。
On the other hand, in terms of cost, the rubber rings 28, 2
Although it is considered to be advantageous to use an O-ring in place of 9, each of the seal grooves 26 and 27 is also formed in a shape conforming to the O-ring, and a normal mounting method is employed in which the O-ring is densely embedded therein. It is clear from experience based on the previous experience that when this method is used, there is a cost reduction effect, but the water stopping power is insufficient.

【0010】そこで、この発明は大深度推進工法に適用
可能な止水力を有し、かつ低コスト化が可能なシール構
造をもった推進管を提供することを課題とする。
Accordingly, an object of the present invention is to provide a propulsion pipe having a sealing structure which has a water stopping power applicable to a large depth propulsion method and can be reduced in cost.

【0011】[0011]

【課題を解決するための手段】上記の課題を解決するた
めに、この発明はコンクリート製の推進管本体の先端部
に鋼板により補強された差し口を設けると共に、該推進
管本体の外周面に装着した鋼板製のカラーを後部に突き
出して受け口を設け、上記差し口の外周に前後方向に間
隔をおいて形成されたシール溝にそれぞれシール部材を
装着し、各シール部材を他の同様の推進管の受け口内周
面に密着させ該差し口を差し込むようにした推進管にお
いて、上記シール部材のうち最も後方のシール部材をO
リングにより形成し、そのOリングのシール溝を該Oリ
ングに対し前後方向への移動余裕を与える幅に形成した
ものである。上記差し口を他の推進管の受け口に差し込
んだ状態で、上記Oリングの後方が該差し口と受け口の
間の隙間を通して外部に開放されるように構成される。
SUMMARY OF THE INVENTION In order to solve the above problems, the present invention provides a concrete propulsion pipe main body having an inlet reinforced by a steel plate at a tip end thereof, and an outer peripheral surface of the propulsion pipe main body. A receiving port is provided by projecting the attached steel plate collar to the rear, and a sealing member is attached to a sealing groove formed at an interval in the front-rear direction on the outer periphery of the insertion port, and each sealing member is propelled by another similar propulsion. In the propulsion pipe in which the inlet is inserted by closely adhering to the inner peripheral surface of the receiving port of the pipe, the rearmost one of the seal members is replaced by O.
The O-ring is formed by a ring, and the seal groove of the O-ring is formed to have a width that allows the O-ring to move in the front-rear direction. The rear side of the O-ring is configured to be opened to the outside through a gap between the insertion port and the reception port while the insertion port is inserted into the reception port of another propulsion pipe.

【0012】上記の構成の推進管は、推進途中におい
て、上記の差し口を先行する他の同様の構成の推進管の
受け口に差し込んで順次継手部を構成しながら推進を続
行する。地下水の湧出がある部分においては、所要の水
圧をもった地下水が差し口と受け口と間の隙間から侵入
し、Oリングに作用する。Oリングはその水圧に押され
てシール溝の前端壁に押し付けられ大きな止水力を発揮
する。
In the propulsion pipe having the above configuration, during the propulsion, the propulsion is continued while inserting the above-mentioned insertion port into the reception port of another preceding similar propulsion pipe to form a joint part sequentially. In the part where the groundwater flows out, the groundwater having the required water pressure enters through the gap between the inlet and the receptacle and acts on the O-ring. The O-ring is pressed by the water pressure and is pressed against the front end wall of the seal groove to exert a large water stopping power.

【0013】なお、上記Oリングのシール溝の前端壁に
テーパを付与した構成をとってもよい。
The O-ring may have a configuration in which a taper is applied to the front end wall of the seal groove of the O-ring.

【0014】[0014]

【発明の実施の形態】以下、この発明の実施形態を添付
図面に基づいて説明する。実施形態の推進管は、図1に
示すように、鉄筋で補強されたコンクリート製の推進管
本体1の先端部に鋼板2により補強された差し口3を設
け、また上記推進管本体1の外周面に装着した鋼板製の
カラー4を後部に突き出して受け口5を設けている。上
記差し口3はカラー4を装着した部分より若干小径に形
成され、他の同様の推進管1の受け口5に余裕をもって
挿入できるようになっている。上記の鋼板2とカラー4
は推進管本体1の外径面で重ねられ溶接により接合され
る。
Embodiments of the present invention will be described below with reference to the accompanying drawings. As shown in FIG. 1, the propulsion pipe according to the embodiment has an insertion port 3 reinforced by a steel plate 2 at the tip of a concrete propulsion pipe main body 1 reinforced by a reinforcing bar, and an outer periphery of the propulsion pipe main body 1. A receiving port 5 is provided by projecting a steel plate collar 4 attached to the surface to the rear. The outlet 3 is formed to have a slightly smaller diameter than the portion where the collar 4 is mounted, so that it can be inserted into the receiving port 5 of another similar propulsion pipe 1 with a margin. The above steel plate 2 and collar 4
Are overlapped on the outer diameter surface of the propulsion pipe body 1 and joined by welding.

【0015】上記の差し口3には前端側から第1シール
溝6と第2シール溝7が一定の間隔をおいて設けられ、
各シール溝6、7間は、それらの底から立ち上がった突
条8により一定の間隔が置かれる。また、第2シール溝
7の後方から差し口3の後端部までの間は各シール溝
6、7と同径の絞り部10となっている。第1及び第2
シール部6、7は同一幅(一例として26mm)に形成
され、図2に示すように、第1シール溝6には従来と同
様の異形断面のゴム輪11が密に装着される。このゴム
輪11は、その外周面に先端部側が小径となるテーパが
形成され、後端部は前記の突条8に乗り上げている。そ
の最大径の部分は、受け口5の内径より若干大径に形成
される。
A first seal groove 6 and a second seal groove 7 are provided at a predetermined distance from the front end of the outlet 3.
A certain interval is provided between the seal grooves 6 and 7 by a ridge 8 rising from the bottom thereof. In addition, from the rear of the second seal groove 7 to the rear end of the insertion opening 3, a narrowed portion 10 having the same diameter as each of the seal grooves 6 and 7 is formed. First and second
The seal portions 6 and 7 are formed to have the same width (for example, 26 mm). As shown in FIG. 2, a rubber ring 11 having a deformed cross section similar to the conventional one is densely mounted in the first seal groove 6. The rubber ring 11 has a taper on the outer peripheral surface with a small diameter at the front end portion, and the rear end portion rides on the ridge 8. The portion having the maximum diameter is formed slightly larger than the inner diameter of the receiving port 5.

【0016】また、上記の第2シール溝7には、Oリン
グ12が装着される。このOリング12の直径は第2シ
ール溝7の幅より小さく(一例として14mm)形成さ
れ、該シール溝7の前後の壁面との間に隙間があり、前
後方向への移動が可能である。このOリング12の外径
は前記のゴム輪11の最大外径と等しい。
An O-ring 12 is mounted in the second seal groove 7. The diameter of the O-ring 12 is formed smaller than the width of the second seal groove 7 (for example, 14 mm), and there is a gap between the O-ring 12 and the front and rear wall surfaces of the seal groove 7 so that the O-ring 12 can move in the front-rear direction. The outer diameter of the O-ring 12 is equal to the maximum outer diameter of the rubber ring 11.

【0017】なお、差し口3の先端面には鋼板製の保護
板13が設けられ、差し口3の外周の鋼板2と溶接され
る。また、図3に示す受け口5の内端面にもカラー4に
溶接された保護板13’が設けられる。
A protective plate 13 made of a steel plate is provided on the front end surface of the outlet 3 and is welded to the steel plate 2 on the outer periphery of the outlet 3. A protective plate 13 'welded to the collar 4 is also provided on the inner end face of the receptacle 5 shown in FIG.

【0018】実施形態の推進管は以上のようなものであ
り、図3に示すように、推進工法によって、その差し口
3を他の同様の推進管1の受け口5に所要の押圧力を加
えて挿入される。差し口3の保護板13を受け口5の内
端面の保護板13’に押しつけた状態で、ゴム輪11と
Oリング12が受け口5の内面に押圧され、シールを図
った状態の継手部が構成される。
The propulsion pipe according to the embodiment is as described above. As shown in FIG. 3, a required pressing force is applied to the outlet 3 of the same propulsion pipe 1 by the propulsion method. Inserted. The rubber ring 11 and the O-ring 12 are pressed against the inner surface of the receiving port 5 in a state where the protective plate 13 of the insertion port 3 is pressed against the protecting plate 13 ′ of the inner end face of the receiving port 5, thereby forming a joint portion in a sealed state. Is done.

【0019】上記の継手部の周りに高い外水圧が作用す
ると、外部に開放された隙間14を通じてOリング12
に水圧が作用し、図4に示すようにOリング12が前方
に移動し、突条8と受け口5の内面との間に押し込まれ
た状態になり、大きな止水力を発揮することになる。
When a high external water pressure acts around the joint, the O-ring 12 passes through the gap 14 opened to the outside.
The O-ring 12 moves forward as shown in FIG. 4 and is pushed between the ridge 8 and the inner surface of the receiving port 5, so that a large water stopping power is exerted.

【0020】なお、図5に示すように、突条8の第2シ
ール溝7にテーパ16(角度θ、一例として30度)を
付与してもよい。
As shown in FIG. 5, the second seal groove 7 of the ridge 8 may be provided with a taper 16 (angle θ, for example, 30 degrees).

【0021】[0021]

【実施例】以上述べた実施形態のシール構造の止水効果
を確認するために、従来例と比較し、耐水圧試験を行っ
た。
EXAMPLES In order to confirm the water stopping effect of the seal structure of the embodiment described above, a water pressure resistance test was performed in comparison with the conventional example.

【0022】(1)供試管 A:図1から図4に示した実施形態のもの(ゴム輪+O
リングφ14)) B:図5に示したもの(ゴム輪+Oリングφ13、θ3
0度)) C:図6に示した従来例のもの(ゴム輪+ゴム輪) 上記いずれもφ1000×2430mm、鋼合成管仕
様、シール溝6、7の幅26mm、止水剤の注入なし。
(1) Test tube A: A tube of the embodiment shown in FIGS. 1 to 4 (rubber ring + O
Ring: φ14)) B: As shown in FIG. 5 (rubber ring + O-ring φ13, θ3)
0 °)) C: Conventional example shown in FIG. 6 (rubber ring + rubber ring) In each of the above, φ1000 × 2430 mm, steel synthetic tube specification, seal grooves 6 and 7 width 26 mm, no injection of water stopping agent.

【0023】(2)試験方法 水平水密試験 図7に示すように、供試管を水平に接合し、継手部の外
部に封水装置17を装着し、0.5MPaの水圧を加え
3分間その圧力を保持し、漏水の有無を確認する。異常
が認められない場合は、更に水圧をO.1MPaづつ上
昇させ、最大止水力まで試験を行う。 摺動水平水密試験 図7と同じ装置により、供試管相互の接合部に摺動幅5
0mm、16往復後に封水を行い前記と同様に水圧を上
昇させる。 摺動曲げ水密試験 の摺動水平水密試験の終了後、継手部の最大目地幅と
最小目地幅の差を開口差とし、40mmの開口差が生じ
るように曲げ、その状態を保持し前記と同様に封水し、
同様に水圧を上昇させる。
(2) Test method Horizontal water tightness test As shown in FIG. 7, the test tubes were joined horizontally, a water sealing device 17 was attached to the outside of the joint portion, a water pressure of 0.5 MPa was applied, and the pressure was applied for 3 minutes. And check for water leakage. If no abnormality is found, further increase the water pressure to O.D. The test is performed by raising the pressure by 1 MPa to the maximum water stopping power. Sliding horizontal water tightness test Using the same device as in Fig. 7, a sliding width of 5
Water sealing is performed after 16 strokes of 0 mm, and the water pressure is increased in the same manner as described above. After the sliding horizontal water tightness test of the sliding bending water tightness test is completed, the difference between the maximum joint width and the minimum joint width of the joint portion is defined as an opening difference, and the joint is bent so as to have an opening difference of 40 mm. And seal the water
Similarly, increase the water pressure.

【0024】(3)試験結果(3) Test results

【表1】 [Table 1]

【0025】(4)考察 供試管A,Bはどの試験においても高い止水力が得られ
ると共に、耐震性においては実質的な差は認められなか
った。供試管Cは摺動曲げ試験において漏水の発生があ
ったが、他の試験ではA、Bと差が認められなかった。
(4) Discussion In each of the test tubes A and B, a high water stopping power was obtained in any of the tests, and no substantial difference was observed in the earthquake resistance. Test tube C had water leakage in the sliding bending test, but no difference was observed in A and B in other tests.

【0026】[0026]

【発明の効果】以上のように、この発明によると、ゴム
輪とOリングの組合わせによるシール構造で、水平水
密、摺動水平水密、摺動曲げ水密のいずれの試験におい
ても良好な結果が得られた。これにより、大深度におけ
る推進や、海底・湖底横断の推進に必要な大きい止水力
と十分な耐震性をもった推進管を実現できる。また、O
リングが使用できるので、コストの低減を図ることがで
きる。
As described above, according to the present invention, the seal structure using the combination of the rubber ring and the O-ring can provide good results in any of horizontal watertight, sliding horizontal watertight, and sliding bending watertight tests. Obtained. As a result, it is possible to realize a propulsion pipe having a large water stopping power and sufficient seismic resistance required for propulsion at a large depth and for propulsion across the seabed and lake bottom. Also, O
Since a ring can be used, cost can be reduced.

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

【図1】実施形態の接合状態の断面図FIG. 1 is a sectional view of a bonded state according to an embodiment.

【図2】同上の非接合状態の一部拡大断面図FIG. 2 is a partially enlarged cross-sectional view of the same non-joined state.

【図3】同上の接合状態の一部拡大断面図FIG. 3 is a partially enlarged cross-sectional view of a bonding state according to the first embodiment;

【図4】同上の加圧状態の一部拡大断面図FIG. 4 is a partially enlarged sectional view of the same pressurized state.

【図5】同上の変形例の一部拡大断面図FIG. 5 is a partially enlarged sectional view of a modification of the above embodiment.

【図6】従来例の非接合状態の断面図FIG. 6 is a cross-sectional view of a conventional example in a non-joined state.

【図7】試験装置の一部を示す断面図FIG. 7 is a sectional view showing a part of the test apparatus.

【符号の説明】[Explanation of symbols]

1 推進管本体 2 鋼板 3 差し口 4 カラー 5 受け口 6 第1シール溝 7 第2シール溝 8 突条 10 絞り部 11 ゴム輪 12 Oリング 13 保護板 14 隙間 16 テーパ 17 封水装置 DESCRIPTION OF SYMBOLS 1 Propulsion pipe main body 2 Steel plate 3 Insert 4 Collar 5 Receptacle 6 First seal groove 7 Second seal groove 8 Ridge 10 Restricted portion 11 Rubber ring 12 O-ring 13 Protection plate 14 Gap 16 Taper 17 Water sealing device

───────────────────────────────────────────────────── フロントページの続き (72)発明者 野辺 脩 滋賀県愛知郡愛知川町大字東円堂961番地 栗本コンクリート工業株式会社内 (72)発明者 中島 隆 東京都千代田区丸の内一丁目1番2号 日 本鋼管株式会社内 (72)発明者 都倉 敬三郎 東京都千代田区丸の内一丁目1番2号 日 本鋼管株式会社内 Fターム(参考) 2D054 AC18 AD28 AD29 3H014 AA09 3H015 BA03 BB03 BC02  ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Osamu Nobe 961 Toendo, Arikawa-cho, Aichi-gun, Shiga Prefecture Inside Kurimoto Concrete Industry Co., Ltd. (72) Inventor Takashi Nakajima 1-1-2 Marunouchi, Chiyoda-ku, Tokyo Inside Nippon Kokan Co., Ltd. (72) Inventor Keisaburo Tokura 1-2-1, Marunouchi, Chiyoda-ku, Tokyo F-term (in reference) 2D054 AC18 AD28 AD29 3H014 AA09 3H015 BA03 BB03 BC02

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート製の推進管本体の先端部に
鋼板により補強された差し口を設けると共に、該推進管
本体の外周面に装着した鋼板製のカラーを後部に突き出
して受け口を設け、上記差し口の外周に前後方向に間隔
をおいて形成されたシール溝にそれぞれシール部材を装
着し、各シール部材を他の同様の推進管の受け口内周面
に密着させ該差し口を差し込むようにした推進管におい
て、上記シール部材のうち最も後方のシール部材をOリ
ングにより形成し、そのOリングのシール溝を該Oリン
グに対し前後方向への移動余裕を与える幅に形成したこ
とを特徴とする推進管。
The present invention provides a concrete propulsion pipe main body having an inlet reinforced by a steel plate at a distal end thereof, and a steel plate collar mounted on an outer peripheral surface of the propulsion pipe main body protruding to a rear portion to provide a receiving port. A seal member is attached to a seal groove formed at intervals in the front-rear direction on the outer periphery of the insertion port, and each seal member is brought into close contact with the inner peripheral surface of the receiving port of another similar propulsion pipe so that the insertion port is inserted. In the propulsion pipe, the rearmost seal member of the seal members is formed by an O-ring, and the seal groove of the O-ring is formed to have a width that allows the O-ring to move in the front-rear direction. Propulsion pipe.
【請求項2】 上記差し口を他の推進管の受け口に差し
込んだ状態で、上記Oリングの後方が該差し口と受け口
の間の隙間を通して外部に開放されていることを特徴と
する請求項1に記載の推進管。
2. The O-ring is open to the outside through a gap between the socket and the receptacle, with the receptacle inserted into a receptacle of another propulsion pipe. 2. The propulsion tube according to 1.
【請求項3】 上記Oリングのシール溝の前端壁にテー
パを付与したことを特徴とする請求項1又は2に記載の
推進管。
3. The propulsion pipe according to claim 1, wherein a taper is applied to a front end wall of the seal groove of the O-ring.
JP2001074488A 2001-03-15 2001-03-15 Jacking pipe Pending JP2002276285A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001074488A JP2002276285A (en) 2001-03-15 2001-03-15 Jacking pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001074488A JP2002276285A (en) 2001-03-15 2001-03-15 Jacking pipe

Publications (1)

Publication Number Publication Date
JP2002276285A true JP2002276285A (en) 2002-09-25

Family

ID=18931744

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001074488A Pending JP2002276285A (en) 2001-03-15 2001-03-15 Jacking pipe

Country Status (1)

Country Link
JP (1) JP2002276285A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011220474A (en) * 2010-04-13 2011-11-04 Kubota Corp Pipe joint and seal material for the same
JP2015055752A (en) * 2013-09-12 2015-03-23 キヤノン株式会社 Lens barrel and camera system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011220474A (en) * 2010-04-13 2011-11-04 Kubota Corp Pipe joint and seal material for the same
JP2015055752A (en) * 2013-09-12 2015-03-23 キヤノン株式会社 Lens barrel and camera system

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