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JP3120017B2 - Medium push structure of double steel pipe for propulsion method - Google Patents

Medium push structure of double steel pipe for propulsion method

Info

Publication number
JP3120017B2
JP3120017B2 JP07120730A JP12073095A JP3120017B2 JP 3120017 B2 JP3120017 B2 JP 3120017B2 JP 07120730 A JP07120730 A JP 07120730A JP 12073095 A JP12073095 A JP 12073095A JP 3120017 B2 JP3120017 B2 JP 3120017B2
Authority
JP
Japan
Prior art keywords
tube
pipe
insertion tube
propulsion
double
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
JP07120730A
Other languages
Japanese (ja)
Other versions
JPH08291694A (en
Inventor
克己 渕元
修幸 小野
中島  隆
聡 向井
安弘 松尾
聡 古屋
照幸 松元
正之 松本
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
Osaka Gas Co Ltd
Original Assignee
JFE Engineering Corp
Osaka Gas Co 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 JFE Engineering Corp, Osaka Gas Co Ltd filed Critical JFE Engineering Corp
Priority to JP07120730A priority Critical patent/JP3120017B2/en
Publication of JPH08291694A publication Critical patent/JPH08291694A/en
Application granted granted Critical
Publication of JP3120017B2 publication Critical patent/JP3120017B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、ガス管、水道管、石
油等の埋設鋼管の推進工法に用いる推進工法用二重鋼管
の中押し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 double-pushed steel pipe for a propulsion method for use in a method of propelling a buried steel pipe such as a gas pipe, a water pipe, and petroleum.

【0002】[0002]

【従来の技術】所望の位置の土中に管を埋設しようとす
る際に、前記所望位置の地上部の開削が不可能または望
ましくない場合において、その場所を開削すること無く
離隔位置から前記位置まで管を推進させて敷設する推進
工法が用いられており、前記工法には、従来から二重管
が使用されている。なお、推進とは、土中を管の長手方
向前方に移動させることをいう。このような、従来の推
進工法において、前記両位置間隔が大きく長距離施工と
なる場合には、二重管の途中に中押し装置を設け、元押
し推進力を前記中押し装置で分割して推進している。
2. Description of the Related Art When burying a pipe in the soil at a desired position, if it is impossible or undesirable to dig the above-ground portion at the desired position, it is necessary to cut the position from the separated position without digging it. A propulsion method of propelling and laying a pipe is used, and a double pipe is conventionally used in the method. The term “propulsion” refers to moving the soil forward in the longitudinal direction of the pipe. In such a conventional propulsion method, when the distance between the two positions is large and long-distance construction is to be performed, an intermediate pushing device is provided in the middle of the double pipe, and the original pushing thrust is divided and propelled by the intermediate pushing device. ing.

【0003】図4は、従来の標準的な中押し装置を示す
縦断面図、図5は、変形横断面図である。中押し装置1
は、中押し形管用カラー2、中押しジャッキ3、当て輪
4および歩行板5、および、クッション材6、滑剤用注
入孔7、中押し形管用ゴム輪8などの付属品によって構
成されている。そして、更に、中押し装置1には、油圧
ジャッキを使用することによる油圧ポンプユニットおよ
びその付属品、制御盤および操作盤などの機器が必要で
あった。
FIG. 4 is a longitudinal sectional view showing a conventional standard middle pressing device, and FIG. 5 is a modified transverse sectional view. Middle pressing device 1
Is composed of accessories such as a collar 2 for a middle-pushed pipe, a middle-pressed jack 3, a pad ring 4 and a walking plate 5, and a cushion material 6, a lubricant injection hole 7, and a rubber ring 8 for a middle-pushed pipe. Further, the middle pressing device 1 requires devices such as a hydraulic pump unit using a hydraulic jack and its accessories, a control panel, and an operation panel.

【0004】このような従来の中押し装置1は、中押し
ジャッキ3の推進力を前方の当て輪4と中押し形管用カ
ラー2を介して鞘管に伝達し、前方の前記鞘管を推進さ
せる。次に、中押しジャッキ3のシリンダを縮め、発進
立坑内の元押しジャッキによって、中押しジャッキ3の
後方の鞘管を中押しジャッキ3のシリンダの先端が前方
の当て輪4に当接するまで推進させる。このように、従
来の中押し装置1は、中押しジャッキ3によって総推進
力の一部を分担し、元押し推進力を軽減し、推進延長を
増大する目的のために用いられていた。
[0004] In such a conventional intermediate pushing device 1, the propulsive force of the intermediate pushing jack 3 is transmitted to the sheath tube via the front abutment wheel 4 and the collar 2 for the intermediate pushing tube, and the forward sheath tube is propelled. Next, the cylinder of the middle push jack 3 is contracted, and the sheath tube behind the middle push jack 3 is propelled by the main push jack in the starting shaft until the tip of the cylinder of the middle push jack 3 comes into contact with the front abutment wheel 4. As described above, the conventional middle pushing device 1 is used for the purpose of sharing a part of the total propulsion by the middle pushing jack 3, reducing the main pushing propulsion, and increasing the propulsion extension.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、中押し
装置は推進管路の途中に設けられるため、小口径管では
作業が困難であり、1000mm以上の呼び径の鞘管や
外装管を必要とする問題点があった。また、数多くの中
押しジャッキを使用することから、油圧ポンプユニッ
ト、制御盤、操作盤および油圧ホースなどの多くの機器
が必要で、立坑内のスペースも広くしなければならず、
作業性も悪く、結果として、施工費が高価になってしま
うという問題点があった。
However, since the intermediate pushing device is provided in the middle of the propulsion line, it is difficult to work with a small-diameter tube, and a sheath tube or an outer tube having a nominal diameter of 1000 mm or more is required. There was a point. In addition, since many medium-pressure jacks are used, many devices such as a hydraulic pump unit, control panel, operation panel, and hydraulic hose are required, and the space in the shaft must be widened.
The workability is also poor, and as a result, there has been a problem that the construction cost is expensive.

【0006】従って、この発明の目的は、上述の問題を
解決し、中押し装置に油圧ジャッキを使用せず、施工を
安価で行うことができるとともに、小口径管でも長距離
推進に適用することができる、推進工法用二重鋼管の中
押し構造を提供することにある。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to solve the above-mentioned problem, to perform construction at low cost without using a hydraulic jack for a middle pushing device, and to apply the invention to long-distance propulsion even with a small-diameter pipe. It is an object of the present invention to provide a double-pushed double-pipe structure for a propulsion method.

【0007】[0007]

【課題を解決するための手段】この発明は、鞘管を外管
とし、本管を内管とする推進工法用二重鋼管の中押し構
造において、前記本管の外側に配置される、前記鞘管と
同寸法の外径を有する、後部中押し管と、前記後部中押
し管の前側端に接合された、前記鞘管よりもやや小なる
寸法の外径を有する、後部挿入管と、前記後部挿入管の
前部の内側に後部が嵌着された、前記後部挿入管の内径
よりもやや小なる寸法の外径を有する、前部挿入管と、
前記後部挿入管の外側に摺動可能に嵌め込まれた、前記
後部中押し管と同寸法の外径を有する前部中押し管と、
前記前部挿入管の前側端に設けられた、後部当て輪と、
前記前部挿入管よりも前方の、前記前部中押し管の内側
に設けられた、前記後部当て輪と当接可能な、前部当て
輪と、前記前部中押し管と前記前部挿入管との隙間の、
前記後部挿入管の前端側に設けられた、環状の土砂止め
ゴムリングと、前記前部中押し管と前記前部挿入管との
隙間に設けられた、環状の止水用ゴムリングと、前記止
水用ゴムリングの管軸方向のずれを防止するためのスト
ッパーとからなり、前記後部中押し管が前方に推進する
と前記後部当て輪と前記前部当て輪とが当接して推進力
を前記前部中押し管に伝達し、前記前部中押し管が前方
に推進すると、前記前部当て輪と前記後部当て輪とは離
れ、前記前部中押し管と前記前部挿入管、前記後部挿入
管との間で摺動することに特徴を有するものである。
According to the present invention, there is provided a double-pushed steel pipe for a propulsion method in which a sheath pipe is an outer pipe and a main pipe is an inner pipe, wherein the sheath is disposed outside the main pipe. A rear mid-pipe having the same outer diameter as the pipe, a rear insertion pipe joined to a front end of the rear mid-pipe, having an outer diameter slightly smaller than the sheath pipe, and the rear insertion A front insertion tube having a rear portion fitted inside the front portion of the tube, having an outer diameter slightly smaller than the inner diameter of the rear insertion tube,
A front middle-pushed pipe slidably fitted to the outside of the rear insertion pipe and having the same outer diameter as the rear middle-pushed pipe;
A rear abutment ring provided at a front end of the front insertion tube,
The front abutment ring, which is provided on the inner side of the front middle push tube and is capable of abutting on the rear abutment tube, and is provided in front of the front insert tube, and the front middle push tube and the front insert tube. In the gap between
An annular earth and sand stopper rubber ring provided on the front end side of the rear insertion pipe, an annular water stopping rubber ring provided in a gap between the front middle push pipe and the front insertion pipe, and A stopper for preventing displacement of the water rubber ring in the pipe axis direction, and when the rear middle push tube is propelled forward, the rear abutment ring and the front abutment ring come into contact with each other to reduce the propulsive force to the front part. When transmitted to the middle push tube and the front middle push tube is propelled forward, the front abutment ring and the rear abutment ring separate, and the front middle push tube and the front insertion tube, between the rear insertion tube It is characterized in that it slides with.

【0008】[0008]

【作用】発進立坑内の内外推進装置によって後部鞘管に
推進力を与えて本発明中押し構造の発進立坑側の後部鞘
管を推進させると、前部挿入管の先端に設けられた後部
当て輪が前部中押し管の後端に設けられた前部当て輪に
当接して推進力が前部中押し管に伝達されその前方の前
部鞘管に荷重が伝達し、鞘管全体を推進させることがで
きる。鞘管の推進力が所定の値に達した後、今度は本管
に推進力を与えて本管を推進させると、二重鋼管先端部
の構造によって、中押し構造の前方の鞘管が推進し、中
押し構造の前部中押し管のみが前方に摺動し、摺動して
いる間は、前部中押し管と前部挿入管との間に配置され
た止水用ゴムリングによって止水がなされ、および、土
砂止めゴムリングによって土砂が入ることが防止され
る。次いで、同様に、内外推進装置で鞘管に再び推進力
を与え、後部鞘管を推進させて中押し構造を介して前部
鞘管を推進させ、次いで、本管を推進させる。このよう
な、作業を所定の推進長まで繰り返すことにより施工が
完了する。
When the rear sheath tube is propelled to the rear sheath tube by the inside and outside propulsion device in the start shaft to propel the rear sheath tube on the start shaft side of the center pushing structure of the present invention, the rear abutment provided at the tip of the front insertion tube. Abuts on the front abutment ring provided at the rear end of the front middle push tube, the propulsion force is transmitted to the front middle push tube, the load is transmitted to the front front sheath tube in front of it, and the entire sheath tube is propelled. Can be. After the propulsion force of the sheath tube reaches a predetermined value, the propulsion force is then applied to the main tube to propel the main tube. Only the front middle push tube of the middle push structure slides forward, and during sliding, water is stopped by the waterproof rubber ring disposed between the front middle push tube and the front insertion tube. The earth and sand is prevented from entering by the earth and sand stopper rubber ring. Next, similarly, the sheath tube is again propelled by the inside / outside propulsion device, and the rear sheath tube is propelled to propel the front sheath tube through the intermediate pushing structure, and then the main tube is propelled. The construction is completed by repeating such work up to a predetermined propulsion length.

【0009】[0009]

【実施例】次に、この発明の実施例を図面を参照しなが
ら説明する。
Next, an embodiment of the present invention will be described with reference to the drawings.

【0010】まず、この発明の推進工法用二重鋼管の中
押し構造について説明する。
First, a description will be given of an intermediate pushing structure of a double steel pipe for a propulsion method according to the present invention.

【0011】図1は、この発明の推進工法用二重鋼管の
中押し構造の一実施態様を示す断面図、図2は、この発
明の推進工法用二重鋼管の中押し構造の一実施態様を詳
細に示す断面図である。図面に示すように、この発明
は、鞘管110を外管とし、本管100を内管とする推
進工法用二重鋼管の途中に設けられる、二重鋼管の中押
し構造(以下、「中押し構造」という)である。
FIG. 1 is a cross-sectional view showing one embodiment of a double-pushed steel pipe for a propulsion method according to the present invention. FIG. 2 is a detailed view of one embodiment of a double-pushed steel pipe for a propulsion method according to the present invention. It is sectional drawing shown in FIG. As shown in the drawings, the present invention relates to a double-pushed double-pipe steel tube (hereinafter referred to as a “push-in structure”) provided in the middle of a double-pipe for a propulsion method using a sheath pipe 110 as an outer pipe and a main pipe 100 as an inner pipe. ").

【0012】この発明の中押し構造は、後部鞘管110
aの前側に配置された、後部鞘管110aと同寸法の外
径を有する、後部中押し管11と、後部中押し管11の
前側端に溶接接合された、後部鞘管110aよりもやや
小なる寸法の外径を有する、後部挿入管12aと、後部
挿入管12aの前部の内側に嵌着された、後部挿入管1
2aの内径よりもやや小なる寸法の外径を有する、前部
挿入管12bと、後部挿入管12aの外側に摺動可能に
嵌め込まれた、後部中押し管11と同寸法の外径を有す
る前部中押し管14と、前部挿入管12bの前側端に設
けられた、環状の後部当て輪13と、前部挿入管12b
よりも前方で前部中押し管14の内側に設けられた、後
部当て輪13と当接可能な、環状の前部当て輪15とか
らなっている。前部当て輪15は、補強リブ16によっ
て補強されている。
[0012] The middle push structure of the present invention is a rear sheath tube 110.
a, which has the same outer diameter as the rear sheath tube 110a, and is slightly smaller than the rear sheath tube 110a, which is welded to the front end of the rear middle tube 11. Rear insertion tube 12a having an outer diameter of not shown, and rear insertion tube 1 fitted inside the front of rear insertion tube 12a.
A front insertion tube 12b having an outer diameter slightly smaller than the inner diameter of 2a and a front insertion tube slidably fitted to the outside of the rear insertion tube 12a and having the same outer diameter as the rear intermediately pushed tube 11 An inner rear pressing ring 13 provided at a front end of the front insertion tube 12b;
An annular front abutment ring 15 is provided forward of the inside of the front middle push tube 14 and can contact the rear abutment ring 13. The front abutment wheel 15 is reinforced by a reinforcing rib 16.

【0013】前部中押し管14と前部挿入管12bとの
間の隙間には、後部挿入管12aの前端側に環状の土砂
止めゴムリング18が配設され、土砂止めゴムリング1
8の前端側にはΣ型の止水用ゴムリング19aが配設さ
れ、前記隙間の中間部には環状のΣ型の止水用ゴムリン
グ19bが配設されている。20は、前部挿入管12b
の外周面に設けられた、止水用ゴムリング19a、19
bの位置ずれ防止のための、環状のストッパーである。
In the gap between the front middle push tube 14 and the front insertion tube 12b, an annular sediment stopping rubber ring 18 is disposed at the front end side of the rear insertion tube 12a.
At the front end of 8, a Σ-shaped waterproof rubber ring 19a is provided, and in the middle of the gap, an annular Σ-shaped waterproof rubber ring 19b is provided. 20 is the front insertion tube 12b
Rubber rings 19a, 19 provided on the outer peripheral surface of
This is an annular stopper for preventing the displacement of b.

【0014】このように構成された、中押し構造10
は、後部中押し管11の後端に溶接接合された後部鞘管
110aと、前部中押し管14の前端に溶接接合された
前部鞘管110bとの間の距離を、前部中押し管14b
と前部挿入管12a、後部挿入管12aとの摺動によっ
て、可変とすることができる。17は、前部中押し管1
4が摺動する範囲を示す摺動カバー部である。前部中押
し管14と前部挿入管12bとの間隙部のシールは、ゴ
ムリング18、19によりなされ、これにより、鞘管1
10と本管100との間への水や土砂の侵入が防止され
る。また、発進立坑で後部鞘管110aに与えられた推
進力は、前部当て輪15と後部当て輪13との当接によ
り、中押し構造10の前方の前部鞘管110bに伝達す
ることができる。
The middle-pushed structure 10 thus constructed
Sets the distance between the rear sheath tube 110a welded to the rear end of the rear middle stamped tube 11 and the front sheath tube 110b welded to the front end of the front middle stamped tube 14 to the front middle stamped tube 14b.
It can be changed by sliding between the front insertion tube 12a and the rear insertion tube 12a. 17 is a front middle push tube 1
Reference numeral 4 denotes a sliding cover portion indicating a sliding range. Sealing of the gap between the front middle push tube 14 and the front insertion tube 12b is performed by rubber rings 18 and 19, whereby the sheath tube 1 is sealed.
Intrusion of water or earth and sand between the main pipe 10 and the main pipe 100 is prevented. In addition, the propulsive force given to the rear sheath tube 110a by the starting shaft can be transmitted to the front sheath tube 110b in front of the intermediate pushing structure 10 by the contact between the front abutment wheel 15 and the rear abutment wheel 13. .

【0015】次に、この発明の推進工法用二重鋼管の中
押し構造を適用して実施される推進工法における、二重
鋼管の推進工程について説明する。
Next, the propulsion process of the double steel pipe in the propulsion method implemented by applying the double-pushed structure of the double steel pipe for the propulsion method of the present invention will be described.

【0016】図3は、この発明の推進工法用二重鋼管の
中押し構造を用いた推進工法に使用する装置の全体を示
す斜視図である。本発明中押し構造を適用する推進工法
としては、発明者らにより特願平4−236324号が
出願されている。図3に示すように、本実施例における
推進工法用の装置は、後側の発進立坑55内に設けられ
た内外推進装置54から前方(掘進機側)に向けて配設
された、パイピングスムーサー56、二重鋼管53、本
発明中押し構造10、二重鋼管53、二重鋼管の先押し
構造52、誘導区間51および掘進機(マシン)50に
よって構成されている。内外推進装置54は、内管(本
管)と外管(鞘管)とを個別に推進可能な装置である。
FIG. 3 is a perspective view showing an entire apparatus used for a propulsion method using a double-pushed structure of a double steel pipe for a propulsion method according to the present invention. As a propulsion method using the middle push structure of the present invention, Japanese Patent Application No. 4-236324 has been filed by the inventors. As shown in FIG. 3, the apparatus for the propulsion method according to the present embodiment is a piping smoother that is disposed forward (inside of the excavator) from an inside / outside propulsion device 54 provided in a rear starting shaft 55. 56, a double steel pipe 53, the present invention inner press structure 10, a double steel pipe 53, a double steel pipe push-in structure 52, a guide section 51 and an excavator (machine) 50. The inner / outer propulsion device 54 is a device capable of individually propelling an inner tube (main tube) and an outer tube (sheath tube).

【0017】まず、この装置における二重鋼管の基本動
作は、以下の通りである。掘進機50、誘導区間51、
先押し構造52の後方の最初の二重鋼管を推進して、地
山を掘削しながら二重鋼管を図3中の掘進機50の方向
へ推進させて発進立坑55内で本管100の後端を鞘管
110の後端よりも後方に残す。次いで、後続の本管を
推進させ最初の二重鋼管の本管の後端に溶接する。次い
で、後続の本管と鞘管とを内外推進装置54によって推
進する。このような、溶接と推進とを繰り返すことによ
って、所定の推進長まで推進する。
First, the basic operation of the double steel pipe in this device is as follows. Excavator 50, guidance section 51,
The first double steel pipe behind the pushing structure 52 is propelled, and while excavating the ground, the double steel pipe is propelled in the direction of the excavator 50 in FIG. Leave the end behind the rear end of the sheath tube 110. Then, the following main pipe is propelled and welded to the rear end of the main pipe of the first double steel pipe. Next, the subsequent main pipe and sheath pipe are propelled by the inside / outside propulsion device 54. By repeating such welding and propulsion, propulsion is performed up to a predetermined propulsion length.

【0018】二重鋼管の一部に本発明中押し構造10が
組み込まれた本発明による推進施工は、以下の通りであ
る。即ち、二重鋼管の本管の後端が鞘管の後端よりも後
方の状態で、発進立坑55内に設けられた内外推進装置
54によって本管だけを推進させると、本管の先頭に配
置された先押し構造52の作用によって、先頭の鞘管か
ら中押し構造10の前方の前部鞘管110b(図1参
照)までが引っ張られ、前部中押し管14と前後挿入管
12b、12aとが摺動し中押し構造10の全長が長く
なる。次に、内外推進装置54によって鞘管だけを推進
させると、最も後ろの鞘管から中押し構造10の発進立
坑側の鞘管(後部鞘管110a)までが推進し、前部中
押し管14と前後挿入管12b、12aとが摺動し中押
し構造10の全長が短かくなり、最も後ろの二重鋼管の
本管の後端が鞘管の後端よりも後方に残る。次いで、後
続の本管を推進させ、最も後ろの二重鋼管の本管の後端
に溶接する。次いで、後続の鞘管を推進させ最も後ろの
二重鋼管の鞘管の後端に溶接する。このように、本管と
鞘管とに交互に推進力を与え、順次、後続の二重鋼管の
本管同士の溶接と鞘管同士の溶接とを交互に実施するこ
とによって、所定の推進長まで推進工法の作業を行うも
のである。
The propulsion construction according to the present invention in which the intermediate press structure 10 of the present invention is incorporated in a part of a double steel pipe is as follows. That is, when only the main pipe is propelled by the internal / external propulsion device 54 provided in the starting shaft 55 in a state in which the rear end of the main pipe of the double steel pipe is behind the rear end of the sheath pipe, By the action of the disposed pusher structure 52, the front sheath tube 110b (see FIG. 1) in front of the middle push structure 10 is pulled from the leading sheath tube, and the front middle push tube 14 and the front and rear insertion tubes 12b, 12a are pulled. Slides, and the overall length of the intermediate push structure 10 becomes longer. Next, when only the sheath tube is propelled by the inside / outside propulsion device 54, the portion from the rearmost sheath tube to the sheath tube on the starting shaft side (the rear sheath tube 110 a) of the middle pushing structure 10 is propelled, and the front middle pushing tube 14 and the front and rear are pushed forward. The insertion pipes 12b and 12a slide with each other, and the overall length of the intermediately pressed structure 10 becomes shorter, and the rear end of the main pipe of the rearmost double steel pipe remains behind the rear end of the sheath pipe. The following main is then propelled and welded to the rear end of the rearmost double steel pipe. The subsequent sheath is then propelled and welded to the rear end of the rearmost double steel sheath. In this manner, the propulsion force is alternately applied to the main pipe and the sheath pipe, and the welding of the main pipe and the welding of the sheath pipes of the subsequent double steel pipe are sequentially performed alternately, so that the predetermined propulsion length is obtained. Until the work of the propulsion method.

【0019】次に、図1および図2で示した、この発明
の中押し構造を用い、768mmの外径を有する本管1
00と、本管100の外側の、914.4mmの外径を
有する鞘管110とからなる推進工法用二重鋼管を使用
し、図3に示す推進工法の装置により推進施工を実施し
た。
Next, the main pipe 1 having an outer diameter of 768 mm using the intermediate pressing structure of the present invention shown in FIG. 1 and FIG.
Using a double steel pipe for a propulsion method composed of the outer pipe 00 and a sheath tube 110 having an outer diameter of 914.4 mm outside the main pipe 100, the propulsion work was carried out by the apparatus of the propulsion method shown in FIG.

【0020】鞘管110の推進力が所定の値、本実施例
では、約600tonに達した後、発進立坑55内に設
けられた内外推進装置54によって本管100に推進力
を与えて本管100を推進させた。これにより、推進用
二重鋼管53の先端部の構造によって、中押し構造10
の前方の鞘管110bが推進し、鞘管110bと110
aとの距離が開き、前部中押し管14と前後挿入管12
b、12aとが摺動し摺動カバー17が土砂止めゴムリ
ング18の位置まで開いたところで推進を停止させた。
例えば、摺動量は約600mmであった。この際、前部
中押し管14と前後部挿入管12a、12bとが摺動し
前後鞘管110a、110bが離れている間、2つの止
水用ゴムリング19a、19bによって止水がなされ、
土砂止めゴムリング18によって土砂の侵入が防止され
た。また、前部中押し管14と前後部挿入管12a、1
2bの摺動時に止水用ゴムリング19がずれないよう
に、ストッパー20がゴムリング19を固定していた。
After the propulsion force of the sheath tube 110 reaches a predetermined value, in this embodiment, about 600 tons, the propulsion force is applied to the main tube 100 by the internal / external propulsion device 54 provided in the starting shaft 55, so that the main tube 100 is propelled. 100 propelled. Accordingly, the structure of the distal end portion of the double steel pipe 53 for propulsion causes the middle-pushed structure 10.
The front of the sheath tube 110b is propelled, and the sheath tubes 110b and 110
a is widened, and the front middle push tube 14 and the front / rear insertion tube 12
When the sliding cover 17 and the sliding cover 17 were opened up to the position of the earth and rubber stopper 18, the propulsion was stopped.
For example, the sliding amount was about 600 mm. At this time, while the front middle push tube 14 and the front and rear insertion tubes 12a, 12b slide and the front and rear sheath tubes 110a, 110b are separated, water is stopped by the two water stopping rubber rings 19a, 19b,
The earth and sand stopper rubber ring 18 prevented intrusion of earth and sand. Also, the front middle push tube 14 and the front and rear insert tubes 12a, 1a
The stopper 20 fixed the rubber ring 19 so that the water-stopping rubber ring 19 was not displaced during sliding of 2b.

【0021】次いで、発進立坑55で鞘管110に再び
推進力を与え、中押し構造10の発進立坑側の後部鞘管
110aを推進させ、前部挿入管12bの先端の後部当
て輪13と前部中押し管14の内側の前部当て輪15と
を当接させて推進力を前部鞘管110bに伝達した。接
触後は本管100を推進させ、この作業を所定の推進長
まで繰り返すことにより、所望の位置まで二重鋼管の推
進施工が完了した。
Next, a propulsive force is again applied to the sheath tube 110 by the starting shaft 55 to propel the rear sheath tube 110a on the starting shaft side of the intermediate pushing structure 10 and the rear abutment wheel 13 and the front portion of the front end of the front insertion tube 12b. The propulsion force was transmitted to the front sheath tube 110b by contacting the front abutment ring 15 inside the middle push tube 14. After the contact, the main pipe 100 was propelled, and this operation was repeated up to a predetermined propulsion length, thereby completing the propulsion construction of the double steel pipe to a desired position.

【0022】[0022]

【発明の効果】以上説明したように、この発明によれ
ば、推進二重鋼管の一部に中押し構造を組み込むことに
よって、従来の中押しジャッキを用いた中押し装置と同
様な作用、効果が得られ、二重鋼管として小口径管を使
用しても長距離の施工を容易に行うことができ、更に、
油圧機器が不必要であることから、立坑内のスペースを
広くとらず、作業性も良く、結果として、施工費が安価
になり、かくして、工業上有用な効果がもたらされる。
As described above, according to the present invention, the operation and effect similar to those of the conventional middle-push device using the middle-push jack can be obtained by incorporating the middle-push structure into a part of the double steel pipe for propulsion. Even if a small diameter pipe is used as a double steel pipe, long-distance construction can be easily performed.
Since no hydraulic equipment is required, the space in the shaft is not large and the workability is good, and as a result, the construction cost is low, and thus, there is an industrially useful effect.

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

【図1】この発明の推進工法用二重鋼管の中押し構造の
一実施態様を示す断面図である。
FIG. 1 is a cross-sectional view showing an embodiment of an intermediately pressed structure of a double steel pipe for a propulsion method according to the present invention.

【図2】この発明の推進工法用二重鋼管の中押し構造の
一実施態様を詳細に示す断面図である。
FIG. 2 is a cross-sectional view showing in detail one embodiment of a double-pushed structure of a double steel pipe for a propulsion method according to the present invention.

【図3】この発明の推進工法用二重鋼管の中押し構造を
用いた推進工法に関連する装置の全体を示す斜視図であ
る。
FIG. 3 is a perspective view showing an entire apparatus relating to a propulsion method using a double-pushed structure of a double steel pipe for a propulsion method according to the present invention.

【図4】従来の標準的な中押し装置を示す縦断面図であ
る。
FIG. 4 is a longitudinal sectional view showing a conventional standard middle pressing device.

【図5】従来の標準的な中押し装置を示す変形横断面図
である。
FIG. 5 is a modified cross-sectional view showing a conventional standard intermediate pressing device.

【符号の説明】[Explanation of symbols]

10 本発明中押し構造 1 中押し装置 2 中押し形管用カラー 3 中押しジャッキ 4 当て輪 5 歩行板 6 クッション材 7 滑剤用注入孔 8 中押し形管用ゴム輪 100 本管 110 鞘管 110a 後部鞘管 110b 前部鞘管 11 後部中押し管 12a 後部挿入管 12b 前部挿入管 13 後部当て輪 14 前部中押し管 15 前部当て輪 16 補強リブ 17 摺動カバー部 18 土砂止めゴムリング 19、19a、19b 止水用ゴムリング 20 ストッパー 50 掘進機(マシン) 51 誘導区間 52 先押し構造 53 二重鋼管 54 内外推進装置 55 発進立坑 56 パイピングスムーサー DESCRIPTION OF SYMBOLS 10 Middle press structure of the present invention 1 Middle press device 2 Middle press type pipe collar 3 Middle press jack 4 Abutment ring 5 Walking plate 6 Cushion material 7 Lubricant injection hole 8 Middle press type tube rubber ring 100 Main tube 110 Sheath tube 110a Rear sheath tube 110b Front sheath Pipe 11 Rear middle pressed pipe 12a Rear inserted pipe 12b Front inserted pipe 13 Rear back ring 14 Front middle pressed pipe 15 Front back ring 16 Reinforcement rib 17 Sliding cover part 18 Earth and sand stopper rubber ring 19, 19a, 19b Water stopping rubber Ring 20 Stopper 50 Excavator (machine) 51 Guidance section 52 Push-in structure 53 Double steel pipe 54 Internal and external propulsion device 55 Starting shaft 56 Piping smoother

フロントページの続き (72)発明者 小野 修幸 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 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 向井 聡 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 松尾 安弘 神奈川県厚木市下津古久122−6 (72)発明者 古屋 聡 神奈川県平塚市南豊田391−3 ハッピ ーシャトー201 (72)発明者 松元 照幸 神奈川県横浜市鶴見区小野町88番地 日 本鋼管工事株式会社内 (72)発明者 松本 正之 東京都千代田区丸の内1丁目2番1号東 京海上ビル新館5階 日本ヴィクトリッ ク株式会社内 (58)調査した分野(Int.Cl.7,DB名) E21D 9/06 311 Continuing on the front page (72) Inventor Noriyuki Ono 1-1-2 Marunouchi, Chiyoda-ku, Tokyo Nippon Kokan Co., Ltd. (72) Inventor Takashi Nakajima 1-1-2 Marunouchi, Chiyoda-ku, Tokyo Nippon Kokan Co., Ltd. (72) Inventor Satoshi Mukai 1-2-1, Marunouchi, Chiyoda-ku, Tokyo Inside Nippon Kokan Co., Ltd. (72) Inventor Yasuhiro Matsuo 122-6 Shikutsu Koku, Atsugi-shi, Kanagawa Prefecture (72) Inventor Satoshi Furuya, Hiratsuka-shi, Kanagawa Prefecture 391-3 Toyoda 201 Happy Chateau 201 (72) Inventor Teruyuki Matsumoto 88, Ono-cho, Tsurumi-ku, Yokohama-shi, Kanagawa Prefecture Within Nihon Kokan Co., Ltd. (72) Inventor Masayuki Matsumoto 1-2-1, Marunouchi East, Chiyoda-ku, Tokyo East Keikai Building New Building 5th Floor Nihon Victoria Co., Ltd. (58) Field surveyed (Int.Cl. 7 , DB name) E21D 9/06 311

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鞘管を外管とし、本管を内管とする推進
工法用二重鋼管の中押し構造において、 前記本管の外側に配置される、前記鞘管と同寸法の外径
を有する、後部中押し管と、 前記後部中押し管の前側端に接合された、前記鞘管より
もやや小なる寸法の外径を有する、後部挿入管と、 前記後部挿入管の前部の内側に後部が嵌着された、前記
後部挿入管の内径よりもやや小なる寸法の外径を有す
る、前部挿入管と、 前記後部挿入管の外側に摺動可能に嵌め込まれた、前記
後部中押し管と同寸法の外径を有する前部中押し管と、 前記前部挿入管の前側端に設けられた、後部当て輪と、 前記前部挿入管よりも前方の、前記前部中押し管の内側
に設けられた、前記後部当て輪と当接可能な、前部当て
輪と、 前記前部中押し管と前記前部挿入管との隙間の、前記後
部挿入管の前端側に設けられた、環状の土砂止めゴムリ
ングと、 前記前部中押し管と前記前部挿入管との隙間に設けられ
た、環状の止水用ゴムリングと、 前記止水用ゴムリングの管軸方向のずれを防止するため
のストッパーとからなり、 前記後部中押し管が前方に推進すると前記後部当て輪と
前記前部当て輪とが当接して推進力を前記前部中押し管
に伝達し、前記前部中押し管が前方に推進すると、前記
前部当て輪と前記後部当て輪とは離れ、前記前部中押し
管と前記前部挿入管、前記後部挿入管との間で摺動する
ことを特徴とする推進工法用二重鋼管の中押し構造。
In a double-push structure for a double-walled steel pipe for a propulsion method, wherein a sheath pipe is an outer pipe and a main pipe is an inner pipe, an outer diameter of the same dimension as the sheath pipe, which is arranged outside the main pipe, is provided. A rear insertion tube having an outer diameter slightly smaller than the sheath tube, which is joined to a front end of the rear insertion tube; and a rear portion inside a front portion of the rear insertion tube. The front insertion tube, which has an outer diameter slightly smaller than the inner diameter of the rear insertion tube, fitted with the rear insertion tube, and the rear intermediately pushed tube slidably fitted outside the rear insertion tube. A front middle pressed tube having an outer diameter of the same size; a rear abutment provided at a front end of the front insertion tube; and a front centered tube provided forward of the front insertion tube and provided inside the front middle pressed tube. A front abutment ring that can be brought into contact with the rear abutment ring, the front middle push tube, and the front insertion tube An annular sediment-stopping rubber ring provided on the front end side of the rear insertion pipe in the gap of the above, and an annular water stopping rubber ring provided in a gap between the front middle pushing pipe and the front insertion pipe. And a stopper for preventing displacement of the water-stopping rubber ring in the pipe axis direction. When the rear middle push tube is propelled forward, the rear abutment abuts against the front abutment, and a propulsive force is applied. Is transmitted to the front mid-push tube, and when the front mid-push tube is propelled forward, the front abutment ring and the rear abutment ring are separated, and the front mid-push tube, the front insertion tube, and the rear insertion A double-pushed double-pipe structure for propulsion, characterized by sliding between the pipe and the pipe.
JP07120730A 1995-04-20 1995-04-20 Medium push structure of double steel pipe for propulsion method Expired - Fee Related JP3120017B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07120730A JP3120017B2 (en) 1995-04-20 1995-04-20 Medium push structure of double steel pipe for propulsion method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07120730A JP3120017B2 (en) 1995-04-20 1995-04-20 Medium push structure of double steel pipe for propulsion method

Publications (2)

Publication Number Publication Date
JPH08291694A JPH08291694A (en) 1996-11-05
JP3120017B2 true JP3120017B2 (en) 2000-12-25

Family

ID=14793575

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07120730A Expired - Fee Related JP3120017B2 (en) 1995-04-20 1995-04-20 Medium push structure of double steel pipe for propulsion method

Country Status (1)

Country Link
JP (1) JP3120017B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102748533B (en) * 2012-06-27 2014-03-12 中铁上海工程局有限公司 Automatic control device and method for head-on earth pressure in mechanical tube jacking construction
CN103644369B (en) * 2013-12-24 2015-11-18 中铁上海工程局集团有限公司 A kind of push pipe lubrication drag reduction mud automatic pressure casting device and method

Also Published As

Publication number Publication date
JPH08291694A (en) 1996-11-05

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