JPH11280379A - Inside pushing pipe for pipe jacking method - Google Patents

Inside pushing pipe for pipe jacking method

Info

Publication number
JPH11280379A
JPH11280379A JP8686198A JP8686198A JPH11280379A JP H11280379 A JPH11280379 A JP H11280379A JP 8686198 A JP8686198 A JP 8686198A JP 8686198 A JP8686198 A JP 8686198A JP H11280379 A JPH11280379 A JP H11280379A
Authority
JP
Japan
Prior art keywords
pipe
push
main body
tube
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.)
Granted
Application number
JP8686198A
Other languages
Japanese (ja)
Other versions
JP3574323B2 (en
Inventor
Tsutomu Miyahara
強 宮原
Ryoji Honma
良治 本間
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.)
Suiken KK
Kurimoto Concrete Industries Ltd
Original Assignee
Suiken KK
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 Suiken KK, Kurimoto Concrete Industries Ltd filed Critical Suiken KK
Priority to JP08686198A priority Critical patent/JP3574323B2/en
Publication of JPH11280379A publication Critical patent/JPH11280379A/en
Application granted granted Critical
Publication of JP3574323B2 publication Critical patent/JP3574323B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce a gap between an inside pushing slide pipe and the fitting part thereof to increase the water-sealing force of a sealing member by fixing a reinforcing plate forming a sealing groove at the front end of an inside pushing pipe and putting the sealing member therein. SOLUTION: A concrete pipe is covered with a cylindrical reinforcing plate 13 at the outer periphery and a reinforcing ring 15 and an end plate 18 are welded at the front end, and a sealing member 19 is put in the sealing groove 16 of the reinforcing ring 15, in the inside pushing pipe 11. An inside pushing slide pipe 12 is provided with an insert mouth 24 connecting a standard jacking pipe at the front end and a cylindrical fitting part 23 is slidably inserted from the outside of the inside pushing pipe 11 to bring the inner peripheral face thereof to close contact with the sealing member 19. An inside thrusting jack 29 is equipped in between a flange 25 and the end plate 18 to advance the forward standard jacking pipe. Pressure water is ejected from an ejecting hole 22 for washing water when it is required to reject soil in the gap of the fitting part 23 and reduce the sliding resistance. Accordingly the sealing member 19 is put in the sealing groove 16 to reduce the gap in the fitting part 23 and increase the water-sealing force of the sealing member 19.

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、地下に管路を構
築する場合に採用される推進工法用の中押管に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a midpipe for a propulsion method used when constructing a pipeline underground.

【0002】[0002]

【従来の技術】推進工法は、掘削機の後端に順次推進管
を継ぎ足し、その後端に元押しジャッキを設置してこれ
により推進力を加え、掘削の進行と共に先行の推進管を
押し進める工法であり、従来から広く採用されている。
近時はその推進管の全長が数100メートルから100
0メートルにも達しようとしている。このように推進管
の全長が大きくなると推進力が過大となって、推進管の
耐力を越え、或いは発進坑内の反力壁の耐力を越える恐
れがあるため、全推進力を推進管の途中に介在させた中
押ジャッキに分割負担させて推進する中押工法が併用さ
れる。
2. Description of the Related Art The propulsion method is a method in which a propulsion pipe is successively added to the rear end of an excavator, and a main jack is installed at the rear end to apply a propulsive force to push a preceding propulsion pipe as the excavation progresses. Yes, it has been widely adopted.
Recently, the total length of the propulsion pipe is from several hundred meters to 100
It is approaching 0 meters. When the total length of the propulsion pipe becomes large in this way, the propulsion force becomes excessive and may exceed the strength of the propulsion pipe or the strength of the reaction wall in the start pit. The intermediate pushing method is used in which the intermediate pushing jack is divided and loaded and propelled.

【0003】上記の中押工法に使用される従来の中押管
は、図10に示すように、一般に中押T管と称される中
押管本体1と中押S管と称される中押スライド管2との
組合せからなり、中押スライド管2は、中押管本体1の
前端部の外側に嵌合され、中心軸方向にスライド自在と
なっている。
As shown in FIG. 10, a conventional center-pushed tube used in the above-described center-push method is a center-pushed tube main body 1 generally called a center-pushed T-tube and a center-pushed S-tube. The middle push tube 2 is fitted to the outside of the front end of the middle push tube main body 1 and is slidable in the central axis direction.

【0004】上記の中押管本体1の外周面に2本の環状
のシール部材3、3が設けられ(図11参照)中押スラ
イド管2の内周面に密着している。上記の2本のシール
部材3、3の間に滑材注入孔4が設けられる。上記の中
押管本体1の前端と、中押スライド管2の内向き鍔5と
の間に中押ジャッキ6が介在される。上記の中押管はそ
の前後の標準推進管の間に介在して使用に供される。
[0004] Two annular seal members 3, 3 are provided on the outer peripheral surface of the above-mentioned center push tube main body 1 (see FIG. 11), and are closely attached to the inner circumferential surface of the center push slide tube 2. A lubricant injection hole 4 is provided between the two seal members 3. An intermediate push jack 6 is interposed between the front end of the intermediate push tube main body 1 and the inward flange 5 of the intermediate push slide tube 2. The above-mentioned middle push pipe is used between the standard propulsion pipes before and after the middle push pipe.

【0005】上記のごとき中押管を用い中押工法を併用
しながら推進工法を実施する場合、推進管の外周面にお
ける推進抵抗の軽減を図るために、標準推進管及び中押
管の内側から推進管の外周面に滑材が注入される。
[0005] When the propulsion method is carried out using the above-described center push pipe while using the middle push pipe together, in order to reduce the propulsion resistance on the outer peripheral surface of the propulsion pipe, the standard push pipe and the inside of the center push pipe are used. A lubricant is injected into the outer peripheral surface of the propulsion pipe.

【0006】[0006]

【発明が解決しようとする課題】上記の滑材の注入圧
は、一般に地下水圧に0.2〜0.3Kgf/cm2 を加えた
圧力に設定されるため、その注入圧は推進管の埋設深度
が深くなればなるほど大きくなる。その結果、中押管の
中押管本体1と中押スライド管2との嵌合部に作用する
地下水圧は勿論、滑材の圧力も大きくなるため、中押管
において漏水や、漏水に伴う漏砂等が発生し、工事の中
断や推進不能の原因となることがある。
The injection pressure of the above-mentioned lubricating material is generally set to a pressure obtained by adding 0.2 to 0.3 kgf / cm 2 to the underground water pressure. The greater the depth, the larger. As a result, not only the groundwater pressure acting on the fitting portion between the center-pushed pipe main body 1 and the center-pushed slide pipe 2, but also the pressure of the sliding material increases, so that the middle-pushed pipe causes water leakage or water leakage. Sand leakage and the like may occur, which may cause interruption of construction or inability to proceed.

【0007】従来の中押管におけるこのような問題の第
一の要因として、中押管本体1と中押スライド管2の嵌
合部における間隙S(図11参照)が大きすぎる点をあ
げることができる。例えば、呼び径1000mm場合の
間隙Sは9mmであり、推進中に片寄りが生じると、そ
の間隙Sは12mmにもなることがある。
The first factor of such a problem in the conventional center-pushed tube is that the gap S (see FIG. 11) at the fitting portion between the center-pushed tube main body 1 and the center-pushed slide tube 2 is too large. Can be. For example, when the nominal diameter is 1000 mm, the gap S is 9 mm, and if a deviation occurs during propulsion, the gap S may be as large as 12 mm.

【0008】また、第二の要因は、上記の間隙Sの大き
さの変化に対応するためにシール部材3、3の直径を大
きくすることは、中押管本体1と中押スライド管2との
嵌合が困難となるため、その直径を一定以上大きくでき
ないことである。
The second factor is that increasing the diameter of the sealing members 3 and 3 in order to cope with the above-mentioned change in the size of the gap S requires that the center push tube main body 1 and the center push slide tube 2 Is difficult to fit, so that the diameter cannot be increased beyond a certain value.

【0009】第三の要因は、漏水や漏砂が生じる恐れが
ある場合に、シール部材を追加したり、不要な場合には
これを取り除いたりするような、臨機な対応策がとれな
いことである。
[0009] The third factor is that it is not possible to take an adventurous countermeasure such as adding a sealing member when there is a risk of water leakage or sand leakage or removing the sealing member when unnecessary. is there.

【0010】そこで、この発明は課題は上記の如き問題
を解消して、漏水や漏砂などに対する止水性に優れた推
進工法用の中押管を提供することにある。
Accordingly, an object of the present invention is to solve the above-mentioned problems and to provide a center push pipe for a propulsion method which is excellent in waterproofness against water leakage and sand leakage.

【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、中押管本体の前端部の外側に、該中
押管本体の中心軸方向にスライド自在に中押スライド管
を嵌合し、上記中押管本体と中押スライド管との嵌合面
に環状のシール部材を装着してなり、上記中押管本体の
前端と上記中押スライド管との間に中押ジャッキを取り
付けて他の推進管の間に介在して使用される推進工法用
中押管において、上記中押管本体の外周面に周方向のシ
ール溝を有する成形鋼板製の補強リングを一体に設け、
上記シール溝に前記のシール部材を装着した構成を採用
した。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a middle push tube which is slidable in the center axis direction of the middle push tube body outside a front end of the center push tube body. And an annular seal member is attached to the fitting surface between the middle-pushed tube main body and the middle-pushed slide tube, so that the center-pushed tube body is pressed between the front end of the middle-pushed tube main body and the middle-pressed slide pipe. In a push rod for a propulsion method, which is used by being interposed between other push pipes with a jack attached, a reinforcing ring made of a formed steel plate having a circumferential seal groove on an outer peripheral surface of the push pipe body is integrally formed. Provided,
A configuration in which the above-mentioned seal member is mounted in the above-mentioned seal groove is adopted.

【0012】上記中押管本体の外周面に円筒状の補強板
を設けると共に、該中押管本体の前面に端板を設け、上
記中押管本体外周面において上記補強板と端板との間に
前記の補強リングを溶接一体化した構成をとることがで
きる。
[0012] A cylindrical reinforcing plate is provided on the outer peripheral surface of the middle pressed tube main body, and an end plate is provided on the front surface of the middle pressed tube main body. A configuration in which the above-described reinforcing ring is integrated by welding can be employed.

【0013】上記のシール溝の後方に洗浄水噴出孔を設
けた構成や、上記のシール溝の後方に洗浄水噴出孔を設
けた構成をとることができる。洗浄水噴出孔から噴出さ
れる洗浄水として、土砂を分離した泥水を使用すること
ができる。
It is possible to adopt a structure in which a washing water ejection hole is provided behind the above-mentioned seal groove, or a structure in which a washing water ejection hole is provided behind the above-mentioned seal groove. Mud water from which earth and sand have been separated can be used as washing water ejected from the washing water ejection hole.

【0014】上記中押管本体の端板外周面と上記中押ス
ライド管の内周面との間にシール部を設け、該シール部
に前端シール部材を装着し、上記端板に着脱自在に取り
付けた押輪を上記の前端シール部材に押し当て、上記の
中押ジャッキを上記押輪と中押スライド管との間に介在
した構成をとることができる。
A seal portion is provided between the outer peripheral surface of the end plate of the middle push tube main body and the inner peripheral surface of the middle push slide tube, and a front end seal member is attached to the seal portion, and is detachably attached to the end plate. The attached push ring may be pressed against the front end seal member, and the middle push jack may be interposed between the push ring and the middle push slide tube.

【0015】上記の押輪を複数の円弧部材の組合せによ
り構成し、該押輪を上記端板に対し軸方向に移動自在に
取り付け、上記中押ジャッキの駆動に伴う上記前端シー
ル部材の圧縮の途中で、上記押輪と上記端板を当接させ
る構成をとることができる。
The pressing ring is constituted by a combination of a plurality of arc members, and the pressing ring is mounted movably in the axial direction on the end plate, and during the compression of the front end sealing member accompanying the driving of the intermediate pressing jack. A configuration may be adopted in which the pressing wheel and the end plate are brought into contact with each other.

【0016】[0016]

【発明の実施の形態】以下、添付図面に基づいてこの発
明の実施形態を説明する。
Embodiments of the present invention will be described below with reference to the accompanying drawings.

【0017】図1から図3に示した第一実施形態の中押
管は、従来の場合と同様に、中押管本体11と中押スラ
イド管12との組合せにより構成される。中押管本体1
1は、鉄筋籠で補強されたコンクリート製であり、その
外周面の先端部分を除いて、成形鋼板でなる円筒状の補
強板13が一体に被覆され、その補強板13の後端に一
段大径の受け口14が設けられる。また、補強板13の
先端部に成形鋼板でなる補強リング15が溶接により一
体に取り付けられ、更に、その補強リング15の前端に
これより厚い環状の端板18が溶接により一体化され
る。上記の補強リング15と端板18により、中押管本
体11の先端部分が補強される。
The center push tube according to the first embodiment shown in FIGS. 1 to 3 is constituted by a combination of a center push tube main body 11 and a center push tube 12 as in the conventional case. Middle push tube body 1
Numeral 1 is made of concrete reinforced with a reinforcing steel cage, and a cylindrical reinforcing plate 13 made of a formed steel plate is integrally coated except for a front end portion of an outer peripheral surface thereof. A diameter receptacle 14 is provided. Further, a reinforcing ring 15 made of a formed steel plate is integrally attached to a front end portion of the reinforcing plate 13 by welding, and a thicker annular end plate 18 is integrated with a front end of the reinforcing ring 15 by welding. The front end portion of the body 11 is reinforced by the reinforcing ring 15 and the end plate 18.

【0018】上記の補強リング15は、図2に示すよう
に、中程に一本の周方向のシール溝16が形成され、ま
た後端部に該シール溝16の溝底と同径の縮径部17が
形成される。その縮径部17の外周に上記の補強板13
が溶接される。上記のシール溝16にシール部材19が
装着され、中押スライド管12の内周面に密着される。
As shown in FIG. 2, the reinforcing ring 15 has one circumferential sealing groove 16 formed in the middle, and a rear end portion having a contraction having the same diameter as the groove bottom of the sealing groove 16. A diameter portion 17 is formed. The reinforcing plate 13 is provided on the outer periphery of the reduced diameter portion 17.
Is welded. A seal member 19 is mounted in the seal groove 16, and is closely attached to the inner peripheral surface of the slide tube 12.

【0019】また、上記のシール溝16と縮径部17と
の間の突条21から該縮径部17にわたる部分に、補強
リング15と補強板13とを貫通して洗浄水噴出孔22
が周方向に所定の間隔をおいて設けられる。この洗浄水
噴出孔22は、通常は閉塞栓30により閉塞される。
Further, a portion extending from the ridge 21 between the seal groove 16 and the reduced diameter portion 17 to the reduced diameter portion 17 penetrates through the reinforcing ring 15 and the reinforcing plate 13 and discharges the washing water discharge hole 22.
Are provided at predetermined intervals in the circumferential direction. The washing water jet hole 22 is normally closed by a plug 30.

【0020】なお、上記の受け口14と補強板13との
間の段差の部分に傾斜板20が設けられ、段差を緩やか
にしている。
An inclined plate 20 is provided at the step between the receiving port 14 and the reinforcing plate 13 so as to reduce the step.

【0021】中押スライド管12は、従来のものと同様
に成形鋼板によって形成された円筒状の嵌合部23の前
端に、一段小径の差し口24を設けたものである。その
差し口24を形成する段差部分の内側に内向きの鍔25
が設けられ、またその鍔25と対向して差し口24の先
端にも内向きの鍔26が設けられる。両方の鍔25、2
6の間に補強用のコンクリート27が充填される。上記
の差し口24の外周面に、シール部材37が装着され
る。
The middle-push slide tube 12 is provided with a one-step smaller-diameter insertion port 24 at the front end of a cylindrical fitting portion 23 formed of a formed steel sheet as in the conventional case. An inward flange 25 is provided inside a step portion forming the insertion port 24.
Is provided, and an inward flange 26 is also provided at the tip of the insertion port 24 so as to face the flange 25. Both tsuba 25,2
The concrete 6 for reinforcement is filled between 6. A seal member 37 is attached to the outer peripheral surface of the above-mentioned outlet 24.

【0022】なお、前記の端板18の前面に設けたねじ
穴28は、後述する押輪を用いる実施形態の場合に必要
となるものである。
The screw hole 28 provided on the front surface of the end plate 18 is necessary in the case of an embodiment using a pressing ring described later.

【0023】第一実施形態の中押管は以上のごときもの
であり、前記の端板18と鍔25との間に、周方向に所
要の間隔をおいて所要数の中押ジャッキ29を介在し
て、その後端の受け口14と前端の差し口24に、それ
ぞれ他の標準推進管の各端部を差し込み、該中押管をこ
れらの標準推進管の間に介在させる。
The center push tube of the first embodiment is as described above. A required number of center push jacks 29 are interposed between the end plate 18 and the flange 25 at a required interval in the circumferential direction. Then, the respective ends of the other standard propulsion pipes are inserted into the reception port 14 at the rear end and the insertion port 24 at the front end, respectively, and the intermediate push pipe is interposed between these standard propulsion pipes.

【0024】発進坑の元押ジャッキにより推進を行う際
は、上記の中押ジャッキ29を収縮させておき、元押ジ
ャッキの推進力を前方に伝達する。また、中押工法を実
施する場合は、受け口14に差し込まれた標準推進管側
を反力受け側として、中押ジャッキ29を駆動させ、中
押スライド管12とその前方に接続された推進管を前進
させる。
When the propulsion is performed by the original pushing jack of the starting pit, the above-mentioned middle pushing jack 29 is contracted, and the propulsive force of the original pushing jack is transmitted forward. When the middle push method is performed, the middle push jack 29 is driven with the standard push tube inserted into the receiving port 14 as the reaction force receiving side, and the push tube connected to the middle push slide tube 12 and the front thereof. To move forward.

【0025】この時、必要に応じて洗浄水噴出孔22か
ら圧力水を中押管本体11と中押スライド管12との間
隙Sから外部に噴出し、その間隙Sに詰まった土砂等を
外部に排出して洗浄し、間隙Sにおけるスライド抵抗を
軽減させる。この場合の洗浄水として、土砂を取り除い
た泥水を用いることができる。
At this time, if necessary, pressurized water is spouted from the washing water spouting hole 22 to the outside through the gap S between the center-pushed pipe main body 11 and the center-pushed slide pipe 12, and the soil and the like clogged in the gap S are externally discharged. To reduce the slide resistance in the gap S. Mud water from which earth and sand have been removed can be used as the washing water in this case.

【0026】上記のシール部材19は補強リング15の
シール溝16に装着されているので、中押管本体11と
中押スライド管12の間の間隙Sは、図3に示すよう
に、シール部材19がシール溝16から露出する高さに
より決定される。例えば、呼び径1000mmの場合
に、2mm程度の小さい間隙に設定することができ、こ
れにより、シール部材19等に及ぶ圧力が低減され、高
い止水力を維持することができる。
Since the above-mentioned sealing member 19 is mounted in the sealing groove 16 of the reinforcing ring 15, the gap S between the center-pushed tube main body 11 and the center-pushed slide tube 12, as shown in FIG. 19 is determined by the height exposed from the seal groove 16. For example, when the nominal diameter is 1000 mm, the gap can be set to be as small as about 2 mm, whereby the pressure exerted on the seal member 19 and the like can be reduced, and a high water stopping power can be maintained.

【0027】次に、図4から7基づいて第二実施形態に
ついて説明する。この場合は、前記の第一実施形態の構
成に加えて、端板18の外周面に設けた凹段部で成るシ
ール部31に前端シール部材32を装着すると共に、そ
の前端シール部材32を締め付ける押輪33を設けたも
のである。
Next, a second embodiment will be described with reference to FIGS. In this case, in addition to the configuration of the first embodiment, the front end sealing member 32 is attached to the sealing portion 31 formed of a concave step provided on the outer peripheral surface of the end plate 18 and the front end sealing member 32 is tightened. A pressing wheel 33 is provided.

【0028】押輪33は、図5に示すように、3分割さ
れた円弧状部材を環状に組み合わせたものであり、前記
の端板18のねじ穴28にねじ込まれた所要数のボルト
43により、軸方向にスライド自在に取り付けられる。
中押ジャッキ29は上記の押輪33と前記の鍔25との
間に介在される。その他の構成は第一実施形態のものと
同一である。
As shown in FIG. 5, the press wheel 33 is formed by combining three arc-shaped members into an annular shape, and is formed by a required number of bolts 43 screwed into the screw holes 28 of the end plate 18. Attached slidably in the axial direction.
The middle pressing jack 29 is interposed between the pressing wheel 33 and the collar 25 described above. Other configurations are the same as those of the first embodiment.

【0029】上述した第二実施形態のものは、ボルト3
4により押輪33を締め付けることにより、前端シール
部材32を圧縮し、これを端板18と中押スライド管1
2との間に押し付け、強力なシールを行うことができ
る。
In the second embodiment described above, the bolt 3
The front end seal member 32 is compressed by tightening the pressing ring 33 with the end plate 18 and the intermediate pressing slide tube 1.
2, and a strong seal can be performed.

【0030】また、中押ジャッキ29を駆動させたとき
は、その反力により前端シール部材32が強く圧縮さ
れ、強力なシールが行われる(図7参照)。この場合、
前端シール部材32がある程度圧縮されると、押輪33
が端板18に当接するように両者の間隔を定め、前端シ
ール部材32に必要以上の圧縮を加えないようにしてい
る。
When the middle push jack 29 is driven, the front end seal member 32 is strongly compressed by the reaction force, and a strong seal is performed (see FIG. 7). in this case,
When the front end seal member 32 is compressed to some extent, the pressing ring 33
Of the front end seal member 32 so as not to apply more compression than necessary.

【0031】上記のような前端シール部材32と押輪3
3によるシールは、工事の状況に応じて工事の当初から
行っても良いし、また工事当初は前述の第一実施形態の
方法で行い、状況の変化に対応して途中からこの第二実
施形態の方法で実施するようにしても良い。この場合、
押輪33を3分割にしているので、その取り付け取り外
しは容易にできる。
The front end sealing member 32 and the pressing wheel 3 as described above
The sealing by 3 may be performed from the beginning of the construction depending on the situation of the construction, or may be performed by the method of the first embodiment at the beginning of the construction, and the second embodiment may be performed halfway in response to a change in the situation. The method described above may be used. in this case,
Since the pressing wheel 33 is divided into three parts, it can be easily attached and detached.

【0032】次に、図8に示した第三実施形態は、前記
の第一実施形態の補強リング15にもう1本のシール溝
16aを加えて2本のシール溝16、16aを設けると
共に、両方のシール溝16、16aの間の突条部分に止
水剤注入孔35を設けたものである。これらの各シール
溝16、16aにシール部材19、19aが装着され
る。また、上記の止水剤注入孔35に閉塞栓36が嵌合
される。シール部材19aの追加と止水剤の注入によ
り、一層シール強度をあげたものである。その他の構成
は第一実施形態の場合と同一である。
Next, in the third embodiment shown in FIG. 8, another seal groove 16a is added to the reinforcing ring 15 of the first embodiment to provide two seal grooves 16, 16a. A waterproofing agent injection hole 35 is provided in a ridge portion between the two seal grooves 16, 16a. Seal members 19 and 19a are mounted in these seal grooves 16 and 16a. In addition, a closing plug 36 is fitted into the water blocking agent injection hole 35. The sealing strength is further increased by adding the sealing member 19a and injecting the water-stopping agent. Other configurations are the same as those of the first embodiment.

【0033】次に、図9に示した第四実施形態は、前記
の第二実施形態に加えて、第三実施形態の場合と同様
に、補強リング15に2本のシール溝16、16aを設
け、それらの間に止水剤注入孔35を設けたものであ
る。この場合は、前述の第二実施形態と第三実施形態を
合わせた作用効果がある。
Next, in the fourth embodiment shown in FIG. 9, in addition to the second embodiment, two seal grooves 16, 16a are formed in the reinforcing ring 15 as in the third embodiment. And a water blocking agent injection hole 35 is provided between them. In this case, there is an operational effect obtained by combining the second embodiment and the third embodiment.

【0034】[0034]

【発明の効果】以上のように、この発明によると、中押
管本体と中押スライド管の間に装着されるシール部材を
補強リングのシール溝に装着するようにしたものである
から、中押管本体と中押スライド管との間隙を小さくす
ることができ、これにより外部からシール部に作用する
圧力を低減させ、止水力を上げることができる。
As described above, according to the present invention, since the seal member mounted between the center-pushed tube main body and the center-pushed slide tube is mounted in the seal groove of the reinforcing ring, The gap between the push tube main body and the middle push slide tube can be reduced, whereby the pressure acting on the seal portion from the outside can be reduced, and the water stopping power can be increased.

【0035】また、上記の補強リングを、中押管本体と
補強リングとを別の部材により形成することにより、補
強リングの素材として比較的薄い材料を用いることがで
きる。この場合材料が薄いことによる強度の低下は、シ
ール溝自体が補強リブの作用を成してこれを補うことに
なる。
In addition, by forming the above-mentioned reinforcing ring from the main body and the reinforcing ring by separate members, a relatively thin material can be used as the material of the reinforcing ring. In this case, the reduction in strength due to the thin material is compensated by the sealing groove itself acting as a reinforcing rib.

【0036】更に、洗浄水噴出孔を設けることにより、
中押管本体と中押スライド管との間に詰まった土砂等を
洗浄水の噴射により流出させ、これによりスライド抵抗
を軽減させることができる。
Further, by providing a washing water ejection hole,
Sediment and the like clogged between the center-pushed pipe main body and the center-pushed slide pipe are caused to flow out by jetting the washing water, thereby reducing slide resistance.

【0037】なお、前端シール部材とこれを締め付ける
押輪を用いることにより、一層止水力を高めることがで
きる。
By using the front end sealing member and the pressing ring for tightening the front end sealing member, the water stopping power can be further enhanced.

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

【図1】第一実施形態の断面図FIG. 1 is a cross-sectional view of a first embodiment.

【図2】同上の一部拡大断面図FIG. 2 is a partially enlarged sectional view of the above.

【図3】同上の一部拡大断面図FIG. 3 is a partially enlarged sectional view of the above.

【図4】第二実施形態の断面図FIG. 4 is a sectional view of the second embodiment.

【図5】図4のV−V線の断面図FIG. 5 is a sectional view taken along line VV in FIG. 4;

【図6】同上の一部拡大断面図FIG. 6 is a partially enlarged sectional view of the above.

【図7】同上の作動時における一部断面図FIG. 7 is a partial sectional view at the time of operation of the above.

【図8】第三実施形態の一部断面図FIG. 8 is a partial cross-sectional view of the third embodiment.

【図9】第四実施形態の一部断面図FIG. 9 is a partial cross-sectional view of the fourth embodiment.

【図10】従来例の断面図FIG. 10 is a sectional view of a conventional example.

【図11】同上の一部拡大断面図FIG. 11 is a partially enlarged sectional view of the above.

【符号の説明】[Explanation of symbols]

11 中押管 12 中押スライド管 13 補強板 14 受け口 15 補強リング 16、16a シール溝 17 縮径 18 端板 19、19a シール部材 20 傾斜板 21 突条 22 洗浄水噴出孔 23 嵌合部 24 差し口 25、26 鍔 27 コンクリート 28 ねじ穴 29 中押ジャッキ 30 閉塞栓 31 シール部 32 前端シール部材 33 押輪 34 ボルト 35 止水剤注入孔 36 閉塞栓 37 シール部材 REFERENCE SIGNS LIST 11 Middle push tube 12 Middle push slide tube 13 Reinforcement plate 14 Receptacle 15 Reinforcement ring 16, 16 a Seal groove 17 Reduced diameter 18 End plate 19, 19 a Seal member 20 Inclined plate 21 Ridge 22 Cleaning water jetting hole 23 Fitting portion 24 Insert Mouth 25, 26 Flange 27 Concrete 28 Screw hole 29 Middle press jack 30 Closure plug 31 Seal part 32 Front end seal member 33 Press ring 34 Bolt 35 Waterproofing agent injection hole 36 Closure plug 37 Seal member

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 中押管本体の前端部の外側に、該中押管
本体の中心軸方向にスライド自在に中押スライド管を嵌
合し、上記中押管本体と中押スライド管との嵌合面に環
状のシール部材を装着してなり、上記中押管本体の前端
と上記中押スライド管との間に中押ジャッキを取り付け
て他の推進管の間に介在して使用に供される推進工法用
中押管において、上記中押管本体の外周面に周方向のシ
ール溝を有する成形鋼板製の補強リングを一体に設け、
上記シール溝に前記のシール部材を装着したことを特徴
とする推進工法用中押管。
An intermediate slide tube is fitted to the outside of the front end of the intermediate push tube body so as to be slidable in the direction of the central axis of the intermediate push tube main body. An annular seal member is attached to the fitting surface, and a middle push jack is attached between the front end of the middle push tube main body and the middle push slide tube to be used between other propulsion tubes for use. In the push-pipe for propulsion method, a reinforcing ring made of a formed steel plate having a circumferential seal groove is provided integrally on the outer peripheral surface of the push-pipe body,
A push pipe for a propulsion method, wherein the seal member is mounted in the seal groove.
【請求項2】 上記中押管本体の外周面に円筒状の補強
板を設けると共に、該中押管本体の前面に端板を設け、
上記中押管本体外周面において上記補強板と端板との間
に前記の補強リングを溶接一体化したことを特徴とする
請求項1に記載の推進工法用中押管。
2. A cylindrical reinforcing plate is provided on an outer peripheral surface of the center-pushed tube main body, and an end plate is provided on a front surface of the center-pushed tube main body,
The said centering pipe for the propulsion method according to claim 1, wherein the reinforcing ring is welded and integrated between the reinforcing plate and the end plate on the outer peripheral surface of the centering pipe main body.
【請求項3】 上記のシール溝の後方に洗浄水噴出孔を
設けたことを特徴とする請求項1又は2に記載の推進工
法用中押管。
3. A center push pipe for a propulsion method according to claim 1, wherein a washing water ejection hole is provided behind the seal groove.
【請求項4】 上記のシール溝を2か所に設け、その両
方のシール溝の間に止水剤注入孔を設けたことを特徴と
する請求項1から3のいずれかに記載の推進工法用中押
管。
4. The propulsion method according to claim 1, wherein said seal groove is provided at two places, and a water blocking agent injection hole is provided between both seal grooves. In-use push pipe.
【請求項5】 上記中押管本体の端板外周面と上記中押
スライド管の内周面との間にシール部を設け、該シール
部に前端シール部材を装着し、上記端板に着脱自在に取
り付けた押輪を上記前端シール部材に押し当て、前記の
中押ジャッキを上記押輪と中押スライド管との間に介在
したことを特徴とする請求項1から4のいずれかに記載
の推進工法用中押管。
5. A seal portion is provided between an outer peripheral surface of an end plate of the middle push tube main body and an inner peripheral surface of the middle push slide tube, and a front end seal member is attached to the seal portion, and is attached to and detached from the end plate. The propulsion according to any one of claims 1 to 4, wherein a freely mounted pressing ring is pressed against the front end sealing member, and the intermediate pressing jack is interposed between the pressing ring and the intermediate pressing slide tube. Middle push pipe for construction method.
【請求項6】 上記の押輪を複数の円弧部材の組合せに
より構成し、該押輪を上記端板に対し軸方向に移動自在
に取り付け、上記中押ジャッキの駆動に伴う上記前端シ
ール部材の圧縮の途中で、上記押輪と上記端板を当接さ
せることを特徴とする請求項1から5のいずれかに記載
の推進工法用中押管。
6. The pressing ring is constituted by a combination of a plurality of arc members, and the pressing ring is axially movably attached to the end plate, and the compression of the front end sealing member accompanying the driving of the intermediate pressing jack is performed. The middle push pipe for a propulsion method according to any one of claims 1 to 5, wherein the push ring and the end plate are brought into contact with each other midway.
JP08686198A 1998-03-31 1998-03-31 Middle push pipe for propulsion method Expired - Fee Related JP3574323B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08686198A JP3574323B2 (en) 1998-03-31 1998-03-31 Middle push pipe for propulsion method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08686198A JP3574323B2 (en) 1998-03-31 1998-03-31 Middle push pipe for propulsion method

Publications (2)

Publication Number Publication Date
JPH11280379A true JPH11280379A (en) 1999-10-12
JP3574323B2 JP3574323B2 (en) 2004-10-06

Family

ID=13898608

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08686198A Expired - Fee Related JP3574323B2 (en) 1998-03-31 1998-03-31 Middle push pipe for propulsion method

Country Status (1)

Country Link
JP (1) JP3574323B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009108636A (en) * 2007-10-31 2009-05-21 Shimizu Corp Sealing structure of tube
JP2009114652A (en) * 2007-11-02 2009-05-28 Sokushin Kogyo Kk Internal pushing method and internal pushing device
JP2014062364A (en) * 2012-09-20 2014-04-10 Jtec Corp Lubricant extraction mechanism for rock-mass protection plate
JP2014201896A (en) * 2013-04-02 2014-10-27 Smcコンクリート株式会社 Intermediate push pipe for jacking method
CN108758082A (en) * 2018-06-11 2018-11-06 北京市新港永豪水务工程有限公司 A kind of relay well with pressure-resisting plate

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009108636A (en) * 2007-10-31 2009-05-21 Shimizu Corp Sealing structure of tube
JP2009114652A (en) * 2007-11-02 2009-05-28 Sokushin Kogyo Kk Internal pushing method and internal pushing device
JP2014062364A (en) * 2012-09-20 2014-04-10 Jtec Corp Lubricant extraction mechanism for rock-mass protection plate
JP2014201896A (en) * 2013-04-02 2014-10-27 Smcコンクリート株式会社 Intermediate push pipe for jacking method
CN108758082A (en) * 2018-06-11 2018-11-06 北京市新港永豪水务工程有限公司 A kind of relay well with pressure-resisting plate

Also Published As

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