JPH06193385A - Intermediate pusher for long-distance propulsion - Google Patents

Intermediate pusher for long-distance propulsion

Info

Publication number
JPH06193385A
JPH06193385A JP4361985A JP36198592A JPH06193385A JP H06193385 A JPH06193385 A JP H06193385A JP 4361985 A JP4361985 A JP 4361985A JP 36198592 A JP36198592 A JP 36198592A JP H06193385 A JPH06193385 A JP H06193385A
Authority
JP
Japan
Prior art keywords
jack
buried pipe
length
propulsion
cylinder
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
JP4361985A
Other languages
Japanese (ja)
Inventor
Koichi Kimura
宏一 木村
Keiji Iso
圭伺 磯
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.)
KIDO GIJUTSU KENKYUSHO KK
Original Assignee
KIDO GIJUTSU KENKYUSHO KK
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 KIDO GIJUTSU KENKYUSHO KK filed Critical KIDO GIJUTSU KENKYUSHO KK
Priority to JP4361985A priority Critical patent/JPH06193385A/en
Publication of JPH06193385A publication Critical patent/JPH06193385A/en
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To follow up an intermediate pusher to a front buried pipe even in a curved propelling section by a method wherein a driving force at the time of the shrinkage of an intermediate pushing jack is transmitted over an external cylinder from an internal cylinder and is not worked to a jack and the length of the intermediate pusher is set in approximately the same length as the pipe length of the buried pipe. CONSTITUTION:A ring-shaped first abutting ring 5 is installed in front of an external cylinder 2 having approximately the same diameter as the outside diameter of a buried pipe 11 so as to be abutted against the wall side face of the buried pipe 11. An internal cylinder 3, on which a ring-shaped second abutting ring 4 is mounted similarly, is inserted into the external cylinder 2 at the rear of the external cylinder 2. The length of the internal cylinder 3 is made longer than that of a plurality of intermediate pushing jacks 7 set up into the internal cylinder, and driving force is not worked when the jacks 7 are shrunk. A process, in which the intermediate pushing jack 7 on the leading body side is operated and a rod is elongated and abutted against the first abutting ring 5 and the rear end face of the buried pipe 11 fronter than the intermediate pusher 1 is pushed and propelled and buried successively, is repeated and carried out.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、下水道や上水道管、ガ
スや電線管の鞘管等を地中に推進埋設する推進工法の中
押装置に係わり、詳しくは、長距離推進施工において埋
設管後端に集中してかかる推進力を分散する装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a centering device for a propulsion method for propulsion and burying sewerage, water supply pipes, and gas and electric conduit pipes in the ground. The present invention relates to a device that disperses the propulsive force concentrated on the rear end.

【0002】[0002]

【従来技術】推進工法では先導体及び埋設管を布設する
ための推進力は、埋設管の最後端面に集中して作用する
ため、推進延長が長くなると推進力も距離に比例して徐
々に増大する。そして推進力が埋設管の軸方向耐荷力よ
り大きくなると元押装置だけでは推進施工が出来なくな
ってしまうため、埋設管接続部の所定の位置に複数のジ
ャッキを装備した中押装置を設置して元押装置の推進力
を分散する方法が採用されている。
2. Description of the Related Art In the propulsion method, the propulsive force for laying the front conductor and the buried pipe is concentrated on the rearmost end face of the buried pipe, so that the propulsive force gradually increases in proportion to the distance as the propulsion extension increases. . If the propulsive force becomes larger than the load bearing capacity of the buried pipe in the axial direction, it will not be possible to carry out propulsion construction using only the former pushing device.Therefore, install a middle pushing device equipped with multiple jacks at the predetermined position of the buried pipe connecting part. A method of distributing the propulsion force of the original pushing device is adopted.

【0003】一般に用いられている機構としては、埋設
管接続部の両端壁面に中押ジャッキを配置して、中押装
置より前方の埋設管の推進力をこの中押装置で分担する
機構である。中押ジャッキの外周は、管内に土砂や地下
水が流入しないように環状の外筒を設けて両埋設管に嵌
合させる。環状の中押外筒の長さは、中押装置内に装備
する中押ジャッキのストローク長によって決まるが、大
きなストローク長をとるとそれに比例して中押外筒長も
大きくなることや、それにともなって発進立坑長も大き
くする必要が出てくる。そのため、ストローク長として
は通常300mm〜400mmの中押ジャッキが用いら
れ、中押外筒の長さが決定される。
A commonly used mechanism is a mechanism in which intermediate push jacks are arranged on both end wall surfaces of the buried pipe connecting portion and the thrust of the buried pipe in front of the intermediate push device is shared by the intermediate push device. . The outer circumference of the middle push jack is fitted with both buried pipes by providing an annular outer cylinder so that earth and sand and groundwater do not flow into the pipe. The length of the ring-shaped middle press outer cylinder is determined by the stroke length of the middle press jack installed in the middle press device, but if a large stroke length is taken, the middle press outer cylinder length will increase in proportion to that, and Along with this, it becomes necessary to increase the length of the starting shaft. Therefore, as the stroke length, an intermediate press jack of 300 mm to 400 mm is usually used, and the length of the intermediate press outer cylinder is determined.

【0004】中押装置の設置数は、推進距離、土質条
件、施工条件、埋設管径等によって異なるため、施工前
に各条件を検討して予想推進力の算定が行われる。そし
て推進力が埋設管の軸方向耐荷力を上回る場合は、適
宜、推進力に見合った中押装置が設置され、推進力の分
散を計る。
Since the number of intermediate pushers installed varies depending on the propulsion distance, soil conditions, construction conditions, buried pipe diameter, etc., each condition is examined before construction to calculate the estimated propulsion force. When the propulsive force exceeds the axial load bearing capacity of the buried pipe, an intermediate pushing device commensurate with the propulsive force is appropriately installed to measure the dispersion of the propulsive force.

【0005】中押装置を装備した場合の推進施工方法
は、埋設管の軸方向耐荷力以内までは発進立坑内に設置
した元押ジャッキにより推進埋設が行われる。埋設管の
軸方向耐荷力に推進力が近ずくと、まず、中押装置に装
備した中押ジャッキを伸長して中押装置より前方の先導
体と埋設管を推進埋設する。中押ジャッキの伸長が完了
すると、中押しジャッキを戻り側に切り替えるととも
に、元押装置の元押ジャッキを中押ジャッキのストロー
ク分だけ伸長して中押装置より後方の埋設管を推進埋設
する。このように中押ジャッキのストローク分づつの推
進が繰り返されて埋設管の推進施工が行われる。
In the case of the propulsion construction method equipped with the intermediate pushing device, the propulsion burying is performed by the original pushing jack installed in the starting shaft until the load is within the axial load bearing capacity of the burial pipe. When the propulsive force approaches the axial load bearing capacity of the buried pipe, first, the intermediate push jack equipped in the intermediate push device is extended to propulsively bury the front conductor and the buried pipe in front of the intermediate push device. When the extension of the intermediate push jack is completed, the intermediate push jack is switched to the return side, and the original push jack of the original push device is extended by the stroke of the intermediate push jack, and the buried pipe behind the intermediate push device is propulsively embedded. In this way, the thrust of the intermediate press jack is repeated for each stroke, and the buried pipe is propelled.

【0006】中押装置の撤去は、推進が完了すると中押
装置の撤去が行われる。撤去方法しては、中押ジャッキ
が前後の埋設管に挟まれた状態となっているため、ジャ
ッキを少し伸長してから縮め、ジャッキの挟まれ状態を
無くして取外しを行う。ジャッキの取外しが完了する
と、元押ジャッキを伸長して中押ジャッキを撤去した埋
設管端面を接合させて撤去する。
When the propulsion is completed, the intermediate pushing device is removed. As for the removal method, the intermediate press jack is sandwiched between the front and rear buried pipes, so the jack should be slightly stretched and then contracted to remove it without being pinched. When the removal of the jack is completed, the original push jack is extended and the buried pipe end surface from which the intermediate push jack has been removed is joined and removed.

【0007】[0007]

【発明が解決しようとする課題】上記した従来技術によ
り長距離の推進施工が可能となったが、下記による問題
点がある。更に推進延長が長くなると、中押装置の設置
箇所数が数箇所から数十箇所と非常に多くなり、前記し
たような短いストロークの中押ジャッキでは、1管長推
進するために、前方の中押装置より順次数回にわたって
ジャッキの伸縮操作をおこなわなくてはならなく、推進
作業が非常に繁雑となることや推進速度の遅延を招来し
ている。
The above-mentioned prior art has enabled the long-distance propulsion construction, but has the following problems. When the propulsion extension is further increased, the number of installation positions of the intermediate pushing device becomes very large from several places to several tens of places. Since the jack must be extended and retracted several times sequentially from the device, the propulsion work becomes very complicated and the propulsion speed is delayed.

【0008】また、短いストロークの中押ジャッキでは
ジャッキ伸縮の繰り返しが非常に多い回数となり、後続
する埋設管と中押外筒の間に装備した止水ゴム等が磨耗
したり破損したりして止水性がなくなり、管内に地下水
や土砂の流入を起こしいている。
Further, in the case of a short stroke middle press jack, the number of times of repeated expansion and contraction of the jack is very large, and the waterproof rubber or the like provided between the buried pipe and the middle push outer cylinder that follow are worn or damaged. There is no water stoppage, and groundwater and sediment have flowed into the pipe.

【0009】長距離推進においては、推進区間に曲線推
進を含む場合が多く、曲線区間では中押ジャッキは推進
力による偏荷重を受け易く、ジャッキの変形等による故
障を招来して、ジャッキの取替えに多大な時間を浪費し
たり修理に多大な費用がかかっているのが現状でる。
In long-distance propulsion, the propulsion section often includes curved propulsion. In the curved section, the intermediate push jack is apt to receive an eccentric load due to the propulsive force, which causes a failure due to deformation of the jack or the like and the replacement of the jack. The current situation is that a lot of time is wasted and repairs are very expensive.

【0010】本発明は、このような従来は技術の問題に
鑑み、長距離推進でも効率よく確実に推進埋設ができる
中押装置を提供するものである。
In view of the above-mentioned problems of the conventional technology, the present invention provides an intermediate pushing device which can efficiently and reliably perform propulsion embedding even in long-distance propulsion.

【0011】[0011]

【発明の構成】すなわち本発明は、前面にリング状の第
1当輪を装着して、埋設管外径と略同径より成る外筒
と、前方にリング状の推力板を装着し、後方にリング状
の第2当輪を装着して外筒内に嵌入するように設置した
内筒と、該内筒内側に装着した複数個のジャッキと、さ
らに内筒長を前記ジャッキ長より長く構成したことを特
徴とする長距離推進用中押装置である。
According to the present invention, a ring-shaped first abutment wheel is mounted on the front surface, an outer cylinder having substantially the same diameter as the outer diameter of the buried pipe, and a ring-shaped thrust plate mounted on the front side, An inner cylinder installed so that the ring-shaped second abutment wheel is fitted into the outer cylinder, a plurality of jacks mounted inside the inner cylinder, and an inner cylinder length longer than the jack length It is an intermediate pushing device for long-distance propulsion characterized by the above.

【0012】外筒と内筒の嵌入は止水性を向上させるた
めに、できるだけ間隙を少なくしてはめ込むように設置
される。外筒内側と内筒外側を機械加工して製作すれ
ば、より精度の良い嵌合が可能となり、止水性は完全な
ものとなる。
The outer cylinder and the inner cylinder are fitted to each other so that the gap between the outer cylinder and the inner cylinder is as small as possible in order to improve the waterproofness. If the inner side of the outer cylinder and the outer side of the inner cylinder are machined to be manufactured, more accurate fitting is possible, and the waterproofness is perfect.

【0013】内筒長は、内筒内に設置した中押ジャッキ
長より長く製作され、内筒内側に設置した補強材を通し
て前方の推力板を経て、外筒の第1当輪へ推進力が伝達
される。この時、中押ジャッキは外筒の第1当輪には当
接しない構造となっている。
The length of the inner cylinder is made longer than the length of the intermediate push jack installed in the inner cylinder, and the propulsive force is applied to the first wheel of the outer cylinder through the front thrust plate through the reinforcing material installed inside the inner cylinder. Transmitted. At this time, the intermediate push jack is structured so as not to contact the first contact wheel of the outer cylinder.

【0014】また、中押装置の構造が内筒と外筒が嵌合
する構造となっているので、装置全体の長さは主に中押
ジャッキの長さにより決まる。曲線推進を考慮しで埋設
管1管長と同じ長さで設定しても、ストローク長は1m
前後のものを採用することが可能である。
Further, since the structure of the intermediate pressing device is such that the inner cylinder and the outer cylinder are fitted together, the length of the entire device is mainly determined by the length of the intermediate pressing jack. Stroke length is 1m even if it is set to the same length as one buried pipe considering the curve propulsion.
It is possible to adopt the front and rear ones.

【0015】[0015]

【作用】外筒と内筒の嵌合構造により中押ジャッキ伸長
時でも外筒と内筒には間隙がなく中押装置部から地下水
や土砂が流入することはない。また、中押ジャッキスト
ローク長を長くできるので、ジャッキ伸縮回数を著しく
少なくできるので、推進作業が効率良く行われる。中押
ジャッキ縮小時の推進力伝達は、内筒から外筒へと伝達
する機構で、中押ジャッキに推進力は作用しない。そし
て中押装置の長さが埋設管の1管長と略同長に設定され
ていることと、中押ジャッキ部で折れ曲がらない構造と
成っていることより、曲線推進区間でも装置が前方の埋
設管に追随しやすい。曲線推進区間でも中押ジャッキを
作動させていない場合は、ジャッキには推進力が作用し
ないため、偏荷重を受けたりすることはない。
With the fitting structure of the outer cylinder and the inner cylinder, there is no gap between the outer cylinder and the inner cylinder even when the middle pressing jack is extended, and no groundwater or sediment flows from the middle pressing device section. In addition, since the stroke length of the intermediate pressing jack can be increased, the number of times of jack expansion and contraction can be significantly reduced, so that the propulsion work can be efficiently performed. Propulsion force is transmitted from the inner cylinder to the outer cylinder when the intermediate push jack is reduced, and the thrust does not act on the intermediate push jack. Since the length of the intermediate pusher is set to be approximately the same as one pipe length of the buried pipe, and the structure is such that the intermediate push jack does not bend, the device can be embedded in front even in the curved propulsion section. Easy to follow the tube. When the intermediate push jack is not operated even in the curved propulsion section, the propulsive force does not act on the jack, so that it does not receive an eccentric load.

【0016】[0016]

【実施例】以下、本発明の詳細を図面を基に具体的に説
明する。図1は、本発明の一実施例である中押装置1を
示す縦断面図である。埋設管11外径と略同径の外筒2
の前方には前方埋設管11の壁端面に当接するようにリ
ング状の第1当輪5が装着されている。そして前方に第
1当輪に当接するように設けたリング状の推力板6を装
着し、後方には後方埋設管11壁端面に当接するように
リング状の第2当輪4を装着した内筒3を外筒2に嵌入
して設置されている。内筒3の内側には複数個の中押ジ
ャッキ7が円周方向に均等に装備されている。内筒3の
長さは、内筒3内に装備した前記中押ジャッキ7の長さ
より長く構成されて、ジャッキ7の縮小時には推進力が
作用しない構造となっている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The details of the present invention will be described below with reference to the drawings. FIG. 1 is a vertical sectional view showing an intermediate pressing device 1 according to an embodiment of the present invention. Outer cylinder 2 having the same diameter as the outer diameter of the buried pipe 11
A ring-shaped first abutment wheel 5 is attached to the front of the above so as to abut the wall end surface of the front buried pipe 11. Then, a ring-shaped thrust plate 6 provided so as to come into contact with the first abutment wheel is attached to the front side, and a ring-shaped second abutment wheel 4 is attached to the rear side so as to abut the end surface of the rear buried pipe 11 inside. The cylinder 3 is installed by being fitted into the outer cylinder 2. Inside the inner cylinder 3, a plurality of middle push jacks 7 are evenly mounted in the circumferential direction. The length of the inner cylinder 3 is configured to be longer than the length of the intermediate pressing jack 7 mounted in the inner cylinder 3, and a structure in which a propulsive force does not act when the jack 7 is contracted.

【0017】図2は、図1におけるA−A矢視図であ
る。中押ジャッキ7部の推力板6は、ジャッキヘッドが
直接第1当輪5に当接するように切り欠きを入れた構造
とする。内筒3の円周方向には、推進力を前方の第1当
輪5に確実伝達できるように補強材9が推力板6の背面
まで装備されている
FIG. 2 is a view taken along the line AA in FIG. The thrust plate 6 of the middle push jack 7 has a notch so that the jack head directly contacts the first hitting wheel 5. In the circumferential direction of the inner cylinder 3, a reinforcing member 9 is provided up to the back surface of the thrust plate 6 so that the propulsive force can be reliably transmitted to the front first front wheel 5.

【0018】図3は、本発明の中押装置1の設置状況を
詳細に示す縦断面図である。外筒2と内筒3は、止水性
を向上させるために双方の間隙をできる限り少なくして
密接して稼働する構造となっている。外筒2の内周面と
内筒3の外周面を機械加工すれば、更に嵌合の精度は良
くなり止水性は完全なものとなる。外筒の後端にはより
止水性を向上させるためにシール材10が設けらる。こ
の時点では中押ジャッキ7は縮小した状態にあり、第1
当輪5には当接していない
FIG. 3 is a longitudinal sectional view showing in detail the installation condition of the intermediate pressing device 1 of the present invention. The outer cylinder 2 and the inner cylinder 3 have a structure in which the gaps between the outer cylinder 2 and the inner cylinder 3 are in close contact with each other in order to improve the water blocking property. If the inner peripheral surface of the outer cylinder 2 and the outer peripheral surface of the inner cylinder 3 are machined, the fitting accuracy will be further improved and the waterproofness will be perfect. A sealing material 10 is provided at the rear end of the outer cylinder to improve the water blocking property. At this point, the intermediate push jack 7 is in a contracted state, and
Not in contact with the wheel 5

【0019】図4は、中押ジャッキ7の稼働状況を示す
縦断面図である。中押ジャッキ7が稼働し、ロッドが伸
長されて第1当輪5に当接して中押装置1より前方の埋
設管11を推進する。以上のとおり本発明の装置は構成
されている
FIG. 4 is a vertical sectional view showing an operating condition of the intermediate push jack 7. The intermediate push jack 7 operates, the rod is extended and abuts against the first hitting wheel 5, and the embedded pipe 11 in front of the intermediate push device 1 is propelled. The device of the present invention is configured as described above.

【0020】ここで本実施例を用いた施工方法について
説明する。当初、推進施工は発進立坑内に設置した元押
装置(図示省略)により埋設管11後端面を押圧して埋
設管11を順次推進埋設する。埋設管11の軸方向耐荷
力よりやや少ない推進力が作用する埋設管11位置で、
第1中押装置1を設置する。その後も中押装置1より後
方の埋設管11の推進力が許容軸方向耐荷力に近ずく
と、順次第2、第3中押装置と設置していく。中押装置
1を用いた作業手順としては、まず最初に先導体側の第
1中押装置1のジャッキ7を稼働して伸長し、第1中押
装置1より前方の先導体及び埋設管11を推進埋設す
る。次に第1中押装置1のジャッキ7の伸長が完了する
と、第2中押装置1のジャッキ7が伸長され、第1中押
装置1より後方から第2中押装置1前までの埋設管11
が推進埋設される。このように順次後方へと中押装置1
を稼働させていき、最後に元押装置を稼働させて最終中
押装置1より後方から元押装置までの埋設管11を推進
埋設する。この作業繰り返すことによって埋設管11の
推進は行われる。
Here, a construction method using this embodiment will be described. Initially, in the propulsion construction, the rear end surface of the buried pipe 11 is pressed by a former pushing device (not shown) installed in the starting shaft to sequentially embed the buried pipe 11. At the position of the buried pipe 11 where a propulsive force that is slightly less than the axial load bearing capacity of the buried pipe 11,
The first middle press device 1 is installed. After that, when the propulsive force of the buried pipe 11 rearward of the intermediate pushing device 1 approaches the allowable axial load bearing force, the second and third intermediate pushing devices are sequentially installed. As a work procedure using the intermediate pressing device 1, first, the jack 7 of the first intermediate pressing device 1 on the side of the front conductor is activated to extend the front conductor and the buried pipe 11 in front of the first intermediate pressing device 1. Promote buried. Next, when the extension of the jack 7 of the first intermediate press device 1 is completed, the jack 7 of the second intermediate press device 1 is extended, and a buried pipe from the rear of the first intermediate press device 1 to the front of the second intermediate press device 1 is reached. 11
Will be promoted and buried. In this way, the middle pusher 1
Then, the former pushing device is finally operated so that the embedding pipe 11 from the rear of the final intermediate pushing device 1 to the former pushing device is driven and buried. By repeating this operation, the buried pipe 11 is propelled.

【0021】中押装置1に装備される中押ジャッキ7
は、外筒2と内筒3の構造が嵌号構造となっているの
で、ジャッキ7長を大きく取ることが可能であり、埋設
管11長と略同じ長さで従来の2倍以上の長さとするこ
とができる。つまりストローク長も2倍以上とすること
ができる。
An intermediate push jack 7 mounted on the intermediate push device 1.
Since the structure of the outer cylinder 2 and the inner cylinder 3 is a mating structure, the length of the jack 7 can be made large, and the length is substantially the same as the length of the buried pipe 11 and more than twice as long as the conventional one. It can be That is, the stroke length can be doubled or more.

【0022】推進作業が完了すると、各中押装置1に装
備した中押ジャッキ7が撤去され、図−5及び図−6に
示すように中押ジャッキ7部にコンクリートセグメント
12を組み立て、セグメント12と内筒3の間隙にセメ
ントミルク13等を注入して、中押装置1部を埋設管と
同じ構造に仕上げる。本実施例においては壁面をコンク
リートセグメントにより構築する方法を例示したが、鋼
製型枠を用いてセメントミルク13等を注入する方法や
他の従来技術を採用して施工することも可能である。
When the propulsion work is completed, the intermediate push jacks 7 mounted on each intermediate push device 1 are removed, and a concrete segment 12 is assembled to the intermediate push jacks 7 as shown in FIGS. Cement milk 13 or the like is injected into the gap between the inner cylinder 3 and the inner cylinder 3 to finish the intermediate pressing device 1 part in the same structure as the buried pipe. In the present embodiment, the method of constructing the wall surface by the concrete segment is illustrated, but the method of injecting the cement milk 13 or the like using a steel form or another conventional technique can be adopted for the construction.

【0023】[0023]

【発明の効果】本発明の中押装置の嵌合構造により、中
押装置部からの地下水や土砂の流入は完全に防止するこ
とが可能となり、埋設管上部地盤の沈下公害や中押装置
部への土砂噛み込みにより発生する推進施工トラブル等
を防止することができる。また、中押ジャッキが稼働し
ていない時は、ジャッキ本体に推進力が作用しない構造
となっているので、ジャッキの偏荷重による故障がなく
なり、施工中の取替え時間の浪費や修理費代が皆無とな
った。さらに、従来に比べてストロークの長いジャッキ
を使用することが可能となり、推進速度や推進作業を向
上させた。
As described above, the fitting structure of the intermediate pushing device of the present invention makes it possible to completely prevent the inflow of groundwater or earth and sand from the intermediate pushing device portion, and thus the subsidence pollution of the upper ground of the buried pipe and the intermediate pushing device portion. It is possible to prevent problems such as propulsion work that may occur due to the inclusion of dirt and sand into the ground. In addition, since the structure is such that the propulsive force does not act on the main body of the jack when the intermediate push jack is not in operation, there is no failure due to an eccentric load on the jack, and there is no waste of replacement time during construction or repair costs. Became. In addition, it is possible to use a jack with a longer stroke than before, improving the propulsion speed and propulsion work.

【0024】[0024]

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

【図1】本発明の長距離用中押装置を示す縦断面図であ
る。
FIG. 1 is a vertical cross-sectional view showing a long distance intermediate pressing device of the present invention.

【図2】図1におけるA−A矢視図である。FIG. 2 is a view on arrow AA in FIG.

【図3】本発明の中押装置を詳細に示す縦断面図であ
る。
FIG. 3 is a vertical cross-sectional view showing in detail the middle press device of the present invention.

【図4】中押装置の稼働状況を示す縦断面図である。FIG. 4 is a vertical sectional view showing an operating state of the intermediate pressing device.

【図5】セグメントの組み立て状況を示す縦断面図であ
る。
FIG. 5 is a vertical cross-sectional view showing an assembled state of segments.

【図6】セグメントの組み立て状況を示す横断面図であ
る。
FIG. 6 is a cross-sectional view showing an assembled state of segments.

【符号の説明】[Explanation of symbols]

1 中押装置 2 外筒 3 内筒 4 第2当輪 5 第1当輪 6 推力板 7 中押ジャッキ 8 ジャッキ取付具 9 補強材 10 シール材 11 埋設管 12 コンクリートセグメント 13 セメントミルク 1 Middle push device 2 Outer cylinder 3 Inner cylinder 4 Second abutment wheel 5 First abutment wheel 6 Thrust plate 7 Middle push jack 8 Jack mounting tool 9 Reinforcement material 10 Sealing material 11 Buried pipe 12 Concrete segment 13 Cement milk

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】推進工法において推進埋設する埋設管の所
定の接続部に複数のジャッキを装備して埋設管にかかる
推進力の分散を計る中押装置において、前面にリング状
の第1当輪を装着して埋設管外径と略同径の外筒と、前
方にリング状の推力板を装着し、後方にリング状の第2
当輪を装着して外筒内に嵌入するように設置した内筒
と、該内筒内側に装備した複数個のジャッキと、さらに
内筒の長さを前記ジャッキ長より長く構成することを特
徴とする長距離推進用中押装置。
1. A centering device for mounting a plurality of jacks at a predetermined connection portion of a buried pipe to be propulsively buried in a propulsion method to measure the dispersion of the propulsive force applied to the buried pipe. And a ring-shaped thrust plate at the front and a ring-shaped second tube at the rear.
An inner cylinder installed so as to be fitted with the wheel into the outer cylinder, a plurality of jacks provided inside the inner cylinder, and the length of the inner cylinder is longer than the jack length. An intermediate pushing device for long-distance propulsion.
JP4361985A 1992-12-24 1992-12-24 Intermediate pusher for long-distance propulsion Pending JPH06193385A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4361985A JPH06193385A (en) 1992-12-24 1992-12-24 Intermediate pusher for long-distance propulsion

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4361985A JPH06193385A (en) 1992-12-24 1992-12-24 Intermediate pusher for long-distance propulsion

Publications (1)

Publication Number Publication Date
JPH06193385A true JPH06193385A (en) 1994-07-12

Family

ID=18475521

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4361985A Pending JPH06193385A (en) 1992-12-24 1992-12-24 Intermediate pusher for long-distance propulsion

Country Status (1)

Country Link
JP (1) JPH06193385A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011032791A (en) * 2009-08-04 2011-02-17 Ihi Corp Intermediate pushing device
JP2012122216A (en) * 2010-12-07 2012-06-28 Fujimura Fume Kan Kk Internal pushing device
JP2014070479A (en) * 2012-10-02 2014-04-21 Wings Co Ltd Internal pushing collecting pipe, internal pushing device, and internal pushing method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6051295A (en) * 1983-08-26 1985-03-22 南野建設株式会社 Internal pushing construction method of pipe body

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6051295A (en) * 1983-08-26 1985-03-22 南野建設株式会社 Internal pushing construction method of pipe body

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011032791A (en) * 2009-08-04 2011-02-17 Ihi Corp Intermediate pushing device
JP2012122216A (en) * 2010-12-07 2012-06-28 Fujimura Fume Kan Kk Internal pushing device
JP2014070479A (en) * 2012-10-02 2014-04-21 Wings Co Ltd Internal pushing collecting pipe, internal pushing device, and internal pushing method

Similar Documents

Publication Publication Date Title
JP4076187B2 (en) How to build a tunnel
JPH06193385A (en) Intermediate pusher for long-distance propulsion
JP2787551B2 (en) Updating existing buried pipes
JP3340678B2 (en) Special middle pressing device for curves
KR100231188B1 (en) Propulsion method and apparatus for underground conduits
JPH102191A (en) Pipe-jacking device
JP3181242B2 (en) Equipment for middle pressing method
JPH06117184A (en) Intermediately pushing embedded-pipe in long distance thrusting
JP3616898B2 (en) Method for joining underground structures using propulsion device
JP3095725B2 (en) Widening ring with all-round lubrication hole
JPH06100062B2 (en) Propulsion method and joints for propulsion method
JP3421793B2 (en) Propulsion device and propulsion method
JP3120017B2 (en) Medium push structure of double steel pipe for propulsion method
JP2004183289A (en) Pipe jacking method and connecting structure of pipe therefor
JPH11210376A (en) Tunnel constructing method
JP3368844B2 (en) Seismic pipe and propulsion method for propulsion method
JP2746866B2 (en) Drilling device for propulsion method and propulsion method
JPH0144622Y2 (en)
JPH08151894A (en) Steel pipe for propulsion burial and propulsion burial construction method for steel pipe
JPH1068290A (en) Method of embedding gas pipe
JPS6237200B2 (en)
JP2719299B2 (en) Forward conduit
JPH0230889A (en) Mid-pushing of pipe for propulsive excavation
JP3507174B2 (en) Tunnel excavation wall lining method and apparatus
JP2754172B2 (en) Long-distance propulsion method

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term