JPH02274918A - Method of avoiding crossing buried thing in construction with open shield machine and open shield machine used therefor - Google Patents

Method of avoiding crossing buried thing in construction with open shield machine and open shield machine used therefor

Info

Publication number
JPH02274918A
JPH02274918A JP9703589A JP9703589A JPH02274918A JP H02274918 A JPH02274918 A JP H02274918A JP 9703589 A JP9703589 A JP 9703589A JP 9703589 A JP9703589 A JP 9703589A JP H02274918 A JPH02274918 A JP H02274918A
Authority
JP
Japan
Prior art keywords
side plate
shield machine
open shield
movable side
side plates
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
JP9703589A
Other languages
Japanese (ja)
Other versions
JPH054487B2 (en
Inventor
Masaru Kawaguchi
河口 勝
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.)
AISAWA KOGYO KK
Original Assignee
AISAWA KOGYO 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 AISAWA KOGYO KK filed Critical AISAWA KOGYO KK
Priority to JP9703589A priority Critical patent/JPH02274918A/en
Publication of JPH02274918A publication Critical patent/JPH02274918A/en
Publication of JPH054487B2 publication Critical patent/JPH054487B2/ja
Granted legal-status Critical Current

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Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To shorten construction period and reduce construction cost by lowering movable side plates immediately before a buried obstacle when the obstacle is in the front of the track and by raising the movable side plates after the machine has passed below the buried obstacle to carry out the construction unintermittently. CONSTITUTION:A side plate is divided in vertical way or in vertical and side way, and a front part movable side plate 4a, a back part movable side plate 4b, a front part fixed side plate 5a and a back part fixed side plate 5b are formed. Next, front and back part lift jacks 6a and 6b are provided so that each of the movable side plates 4a and 4b slides and lifts up and down on the outside surfaces of the fixed side plates 5a and 5b. Additionally, when a propulsive jack is operated to advance it and there is a crossing buried thin 11 on the track, the side plates 4a and 4b are lowered to pass below the buried thin and after passing, they are raised. Consequently, it is possible to carry out construction works safely and effectively without cutting around the buried thin 11, lifting up a shield machine and resetting it.

Description

【発明の詳細な説明】 「産業上の利用分野」 この発明は、上下水道管、ボックスなどを埋設する際に
使用されるオープンシールド機を改良して、オープンシ
ールド機の進路に埋設されている横断埋設物を回避させ
る工法と、これに用いるオープンシールド機に関するも
のである。
[Detailed description of the invention] "Field of industrial application" This invention improves the open shield machine used for burying water and sewerage pipes, boxes, etc., and buries them in the path of the open shield machine. This article relates to a construction method for avoiding cross-buried objects and the open shield machine used for this method.

「従来の技術」 上下水道管、ボックスなどの埋設物を、オープカソトし
た溝に布設する際に、オープンシールド機が使用される
。このオープンシールド機は、左右の側板と側板を取付
けるフレームから主として構成され、具備する推進ジヤ
ツキにより、バックホーなどの掘削機と連繋して新設の
埋設物の布設作業を行いながら前進するようになってい
る。
``Prior Art'' An open shield machine is used when laying underground objects such as water and sewage pipes and boxes into open trenches. This open shield machine mainly consists of left and right side plates and a frame to which the side plates are attached, and is equipped with a propulsion jack that allows it to move forward while linking with an excavator such as a backhoe to perform work on laying newly constructed buried objects. There is.

ところで、市街地の道路下には、大小の上下水道管、ガ
ス管、電話ケーブル等の埋設物が道路を横断して埋設さ
れている。このうち小径の水道管などは前もって切り回
しが行われるが、大径管は移設が困難であるため予め吊
り防護を行う。前進させたオープンシールド機は、吊り
防護個所の直前で引き揚げられ、吊り防護個所の直後に
あらためて据えつけられていた。なお、吊り防護個所の
埋設はこのオープンシールド機の引き揚げ、再据えつけ
作業とは別に行われる。
By the way, underground objects such as large and small water and sewage pipes, gas pipes, telephone cables, etc. are buried under roads in urban areas, crossing the roads. Among these, small-diameter water pipes will be cut in advance, but large-diameter pipes will be difficult to relocate, so they will be suspended and protected in advance. The open shield machine that had been advanced was pulled up just in front of the suspended protection area and reinstalled immediately after the suspended protection area. The burying of the suspension protection area will be done separately from the salvage and reinstallation of the open shield machine.

これと異なる工法として、例えば特公昭5814919
号公報記載の「地中構造物構築方法及びその装置」に開
示された工法がある。この工法は、オープンシールドの
側面板部のおおむね上手部を分割可動側板部とし、分割
可動側板部を移動させて横断管などの地中障害物、即ち
埋設物を回避しつつ、オープンシールド機を前進させる
とする。
As a construction method different from this, for example,
There is a construction method disclosed in ``Method and device for constructing underground structures'' described in the publication. In this construction method, approximately the upper part of the side plate of the open shield is made into a split movable side plate, and the split movable side plate is moved to avoid underground obstacles such as cross pipes, that is, buried objects, while allowing the open shield machine to move. Let's move it forward.

「発明が解決しようとする問題点」 前者は、言うまでもなくオープンシールド機の引き揚げ
、据えつけが必要であるために、多大の時間と経費を要
する。
``Problem to be solved by the invention'' Needless to say, the former requires a great deal of time and expense as it is necessary to salvage and install the open shield machine.

又後者では、オープンシールド機の引き揚げ、据えつけ
を必要としないが、横断埋設物通過毎に分割可動側板部
の取り外しなどの移動、取付などの再移動を行わなけれ
ばならず、やはり時間と経費を要し、作業者の危険を伴
う。
In the latter case, it is not necessary to salvage and install the open shield machine, but the movable split side plate must be removed and reattached every time it passes a buried object, which still requires time and expense. and poses a danger to workers.

さらに、オープンシールド機を横断埋設物から回避させ
て通過させるためには、分割可動側板部を支持する支持
部材をも取り外し、通過後に再び取付ける面倒がある。
Furthermore, in order to allow the open shield machine to pass through the buried object while avoiding it, it is troublesome to remove the support member that supports the split movable side plate portion and to reattach it after passing.

なおこの支持部材は、分割可動側板部を土圧から防護す
るために必須である。
Note that this support member is essential in order to protect the split movable side plate portion from earth pressure.

「問題点を解決するための手段」 そこでこの発明は、上記従来工法や従来オープンシール
ド機の欠点を解消して、容易にかつ安全に横断埋設物を
回避できる工法と、これに用いるオープンシールド機を
従供することを目的とするもので、以下の構成を要旨と
する。
``Means for Solving the Problems'' Therefore, the present invention aims to provide a construction method that eliminates the drawbacks of the conventional construction methods and conventional open shield machines, and that can easily and safely avoid crossing buried objects, and an open shield machine used therefor. The purpose of this website is to provide the following information, and its main structure is as follows.

第1図に示すように、オープンシールド機1のフレーム
と側板とをそれぞれ上下に分割して、上フレーム2と下
フレーム3、可動側板4と固定側板5とに形成し、可動
側板4を上フレーム2とともに降下させることにより、
オープンシールド機lをして横断埋設物11の下方を通
過させる。
As shown in FIG. 1, the frame and side plates of the open shield machine 1 are divided into upper and lower parts to form an upper frame 2, a lower frame 3, a movable side plate 4, and a fixed side plate 5. By lowering it together with frame 2,
An open shield machine 1 is used to pass under the crossing buried object 11.

この工法に用いるオープンシールド機1は、前記のよう
にフレームが上フレーム2と、下フレーム3とに、又、
側板が可動側板4と、固定側板5とにそれぞれ上下に分
割形成されている。そして可動側板4は上フレーム2に
、固定側板5は下フレーム3にそれぞれ取付けられてい
る。そして可動側板4を上フレーム2とともに昇降させ
る昇降手段6が設けられている。
The open shield machine 1 used in this construction method has a frame consisting of an upper frame 2 and a lower frame 3, as described above.
The side plates are vertically divided into a movable side plate 4 and a fixed side plate 5. The movable side plate 4 is attached to the upper frame 2, and the fixed side plate 5 is attached to the lower frame 3. Elevating means 6 for elevating the movable side plate 4 together with the upper frame 2 is provided.

なお、推進ジヤツキは図示していない。Note that the propulsion jack is not shown.

「作用」 第1A図のように、新埋設物12を布設しつつ前進する
オープンシールド機1の進路に、例えば大径管のような
横断埋設物11がある場合、横断埋設物11の直前に於
いて、昇降手段6によって可動側板4を降下させ、第1
B図のようにオープンシールド機1を通過させる。
"Function" As shown in FIG. 1A, if there is a cross-sectional buried object 11 such as a large-diameter pipe in the path of the open shield machine 1, which moves forward while laying a new buried object 12, immediately before the cross-buried object 11, Then, the movable side plate 4 is lowered by the lifting means 6, and the first
Let the open shield machine 1 pass as shown in Figure B.

オープンシールド機1が横断埋設物11を通過後、可動
側板4を昇降手段6により上昇させ、第1C図の如く通
常の布設作業を行う。
After the open shield machine 1 passes through the buried object 11, the movable side plate 4 is raised by the elevating means 6, and normal laying work is performed as shown in FIG. 1C.

「効果」 横断埋設物の切り回しを必要とせず、しかもオープンシ
ールド機の引き揚げ、据えつけが必要でないので、横断
埋設物下方を含む新設の埋設作業を連続的に行い得る。
``Effects'' Since there is no need to cut around the cross-buried objects, and there is no need to raise and install an open shield machine, it is possible to continuously perform new burial work, including below the cross-buried objects.

従って、工期の短縮、工費の低減化が可°能である。Therefore, it is possible to shorten the construction period and reduce construction costs.

側板、側板支持部材の移動、取付は作業を必要としない
ので、安全性が高くスムーズな施工が可能となる。
Since no work is required to move or install the side plates and side plate support members, the construction is highly safe and can be carried out smoothly.

「実施例」 以下、第2図ないし第4図に示す実施例に基づいてこの
発明の詳細な説明する。
"Embodiments" Hereinafter, the present invention will be described in detail based on the embodiments shown in FIGS. 2 to 4.

1はオープンシールド機で、そのフレームは前後及び上
下に分割されて、前部上フレーム2a、後部上フレーム
2b、及び前部下フレーム3a。
1 is an open shield machine, and its frame is divided into front and rear and upper and lower parts: a front upper frame 2a, a rear upper frame 2b, and a front lower frame 3a.

後部下フレーム3bを形成する。又、側板も前後及び上
下に分割されて、前部可動側板4a、後部可動側板4b
、及び前部固定側板5a、後部固定側板5bを形成する
。そして、前部可動側板4aは前部上フレーム2aに、
後部可動側板4bは後部上フレーム2bに、前部固定側
板5aは前部下フレーム3aに、後部固定側板5bは後
部下フレム3bにそれぞれ取付けられている。従って、
オープンシールド機1は前部1aと後部1bとから構成
される。
A rear lower frame 3b is formed. In addition, the side plates are also divided into front and rear and upper and lower parts, such as a front movable side plate 4a and a rear movable side plate 4b.
, a front fixed side plate 5a, and a rear fixed side plate 5b. The front movable side plate 4a is attached to the front upper frame 2a,
The rear movable side plate 4b is attached to the rear upper frame 2b, the front fixed side plate 5a is attached to the front lower frame 3a, and the rear fixed side plate 5b is attached to the rear lower frame 3b. Therefore,
The open shield machine 1 is composed of a front part 1a and a rear part 1b.

6aは昇降手段の前部昇降ジヤツキで、前部上下フレー
ム2a、3aを連結するものであり、左右に2木ずつ設
けられている。6bも昇降手段の後部昇降ジヤツキで、
後部上下フレーム2b13bを連結し、左右に同様に2
本ずつ設けられている。
Reference numeral 6a denotes a front lifting jack of the lifting means, which connects the front upper and lower frames 2a and 3a, and two jacks are provided on each side. 6b is also a rear lifting jack of the lifting means,
The rear upper and lower frames 2b13b are connected, and 2
Each book is provided.

7aは前部上フレーム2aと後部上フレーム2bとを連
結する上推進ジヤツキで、左右1本ずつ着脱自在に取付
けられている。同じ(7bは下推進ジヤツキで、前部下
フレーム3aと後部下フレム3bとを連結し、左右3本
ずつ着脱自在に取付けられている。
Reference numeral 7a denotes an upper propulsion jack that connects the front upper frame 2a and the rear upper frame 2b, and one on each side is removably attached. Same (7b is a lower propulsion jack, which connects the front lower frame 3a and the rear lower frame 3b, and is removably attached to three on each side.

前記の前部及び後部可動側板4a、4bは、それぞれ前
部及び後部固定側板5a、5bの外面を摺動して、前部
及び後部昇降ジヤツキ6a、6bの作動により昇降する
よう構成されている。
The front and rear movable side plates 4a and 4b are configured to slide on the outer surfaces of the front and rear fixed side plates 5a and 5b, respectively, and to be raised and lowered by the operation of front and rear lifting jacks 6a and 6b. .

8は油圧ユニットであり、前後部昇降ジヤツキ6a、6
b、上下推進ジヤツキ7a、7bを個別に、又は同時に
作動させるものである。9は着脱自在な反力板である。
8 is a hydraulic unit, which includes front and rear lifting jacks 6a, 6;
b. The vertical propulsion jacks 7a and 7b are operated individually or simultaneously. 9 is a removable reaction force plate.

なお、前部可動側板4aと後部可動側板4b、前部固定
側板5aと後部固定側板5bとは、図示しないボルト、
ナツトなどの締結具で互いに連結解放自在である。
Note that the front movable side plate 4a and the rear movable side plate 4b, the front fixed side plate 5a and the rear fixed side plate 5b are connected by bolts (not shown),
They can be connected and released from each other using fasteners such as nuts.

上記構成から、第2図のような通常の掘進作業では、前
後部可動側板4a、4bを引き揚げて、両可動側板4a
、4bを連結し、又、前後固定側板5a、5bも連結し
ておく。横断埋設物11の直前まで図外ハックホーなど
の掘削機で掘り進んだ溝21内に、例えばボックスのよ
うな埋設物12を順次布設していく。オープンシールド
機1を前進させるときは、まず、前後部可動側板4 a
 s4b及び前後部固定側板5a、5bを連結しておき
、反力板9を新設した埋設物12の埋め戻した土と、後
部下フレーム3bの背面埋め戻し土とに反力をとり、上
下推進ジヤツキ7a、7bを伸長しオーブンシールド機
1の前部1as及び後部可動側板4b、後部固定側板5
bを前進させる。
From the above configuration, in normal excavation work as shown in FIG.
, 4b are connected, and the front and rear fixed side plates 5a, 5b are also connected. A buried object 12, such as a box, for example, is successively laid in a trench 21 dug by an excavator such as a hack hoe (not shown) up to just before the cross buried object 11. When moving the open shield machine 1 forward, first move the front and rear movable side plates 4 a
s4b and the front and rear fixed side plates 5a and 5b are connected, and the reaction force plate 9 is used to take the reaction force from the backfilled soil of the newly installed buried object 12 and the backfilled soil at the back of the rear lower frame 3b, and propel it up and down. Extend the jacks 7a and 7b and attach the front part 1as, rear movable side plate 4b, and rear fixed side plate 5 of the oven shield machine 1.
Move b forward.

ついで、上下推進ジヤツキ7a、7bを縮退して、オー
プンシールド1の後部上下フレー、A、2b、3bを前
進させる。
Next, the vertical propulsion jacks 7a, 7b are retracted to advance the rear vertical flaps A, 2b, 3b of the open shield 1.

なお、下推進ジヤツキ7bを埋設物12に当ててオーブ
ンシールド機1を前進させるように構成することも任意
である。
Note that it is also optional to configure the oven shield machine 1 to move forward by applying the lower propulsion jack 7b to the buried object 12.

第3図、第4図のように、オープンシールド1の進路に
ある大径管のような横断埋設物11の直前では、前後可
動側板4a、4bの連結を解き、又、上推進ジヤツキ7
aを取り外したのち、前部昇降ジヤツキ6aを縮退して
前部可動側板4aを降下させる。大径管のように重量の
ある横断埋設物11には吊り防護13を施したのち、前
部la内を掘削する。同時に後部1b内に埋設物12の
布設を続行する。
As shown in FIGS. 3 and 4, just before the cross-sectional buried object 11 such as a large diameter pipe in the path of the open shield 1, the front and rear movable side plates 4a and 4b are uncoupled, and the upper propulsion jack 7
After removing the front movable side plate 4a, the front lifting jack 6a is retracted to lower the front movable side plate 4a. After providing suspension protection 13 to a heavy cross-buried object 11 such as a large-diameter pipe, the inside of the front portion la is excavated. At the same time, the installation of the buried object 12 in the rear part 1b continues.

次いで反力板9を取り外して、後部可動側板4bを後部
昇降ジヤツキ6bにより降下させ、後部下フレーム3b
の背面埋め戻し土に反力をとって、前記のように前部1
aを前進させたのち、横断埋設物11の下をくぐらせて
後部1bを前進させる。
Next, the reaction plate 9 is removed, the rear movable side plate 4b is lowered by the rear lifting jack 6b, and the rear lower frame 3b is lowered.
By taking the reaction force on the backfill soil of the front part 1 as mentioned above,
After moving the rear part 1b forward, it passes under the cross-buried object 11 and moves the rear part 1b forward.

再び前部可動側板4aを上昇させて布設作業を行い、後
部1bが横断埋設物11を完全に通過すると、後部可動
側板4bを上昇させる。
The front movable side plate 4a is raised again to carry out the laying work, and when the rear part 1b has completely passed through the crossing buried object 11, the rear movable side plate 4b is raised.

なお、実施例ではオープンシールド機1を前後に分割し
たが、これを第1図のように一体とすることも任意であ
る。又、前後昇降手段を油圧ジヤツキにかえて手動ジヤ
ツキを用いるとか、その他の公知手段を用いることもで
きる。
In addition, in the embodiment, the open shield machine 1 is divided into front and rear parts, but it is also possible to combine them into one piece as shown in FIG. Further, it is also possible to use a manual jack instead of a hydraulic jack as the longitudinal lifting means, or to use other known means.

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

第1図はこの発明の基本的な構成を示す説明図で、Aは
オープンシールド機が横断埋設物の直前を、Bはその通
過中を、Cは通過後を示す。 第2図ないし第4図はオープンシールド機の実施例を示
し、第2図は横断埋設物の直前に於ける一方の側板を取
り外した状態のオープンシールド機の側面図、第3図は
オープンシールド機の前部が横断埋設物を通過中の一部
欠截側面図、第4図はその背面図である。 1・・・・オープンシールド機 2・・・・上フレーム 3・・・・下フレーム 4・・・・可動側板 5・・・・固定側板 6・・・・昇降手段(ジヤツキ) 11・・・横断埋設物 21・・・溝 代理人 弁理士 山 上 正 晴 手  H補  正  書 平成 1年 5月24日 事件の表示 平成 1年特許願第97035号 発明の名称 オープンシールド機による横断埋設物の回避工法とこれ
に用いるオープンシールド機 3 補正をする者 事件との関係  特許出願人 8 補正の内容 イ 第2頁第19行から第20行の[オ「オープンカッ
ト」と訂正する。 口 第9頁第13行及び第18行の「オを、 [オープンシールド機1jと訂正する。 プカノト」を、 プンシ ルド1」 以上 4  代  理  人 5 補正命令の日付 自発 6  ?+lf正により増加する請求項の数なし
FIG. 1 is an explanatory diagram showing the basic structure of the present invention, in which A shows the open shield machine just before the buried object to be crossed, B shows the object while it is passing, and C shows the object after it has passed. Figures 2 to 4 show examples of the open shield machine, Figure 2 is a side view of the open shield machine with one side plate removed just in front of the buried object, and Figure 3 is the open shield machine. FIG. 4 is a partially cutaway side view of the front part of the machine passing through a buried object, and FIG. 4 is a rear view thereof. 1... Open shield machine 2... Upper frame 3... Lower frame 4... Movable side plate 5... Fixed side plate 6... Lifting means (jacket) 11... Transverse buried object 21... Ditch agent Patent attorney Tadashi Yamagami Harute H amendment Written by May 24, 1999 Incident Display of 1999 Patent Application No. 97035 Name of invention Cross buried object by open shield machine Avoidance construction method and open shield machine used for it 3 Relationship with the case of the person making the amendment Patent applicant 8 Contents of the amendment (a) Page 2, lines 19 to 20 [O] is corrected to read "open cut." ``Correct O in lines 13 and 18 of page 9 to [open shield aircraft 1j. No number of claims increases due to +lf positive

Claims (1)

【特許請求の範囲】 1 オープンシールド機によるオープンカットに於いて
、オープンシールド機のフレームと側板とをそれぞれ上
下に分割して、上フレームと下フレーム、可動側板と固
定側板とに形成し、可動側板を上フレームとともに降下
させることにより、オープンシールド機を横断埋設物の
下方を通過させることを特徴とするオープンシールド機
による横断埋設物の回避工法。 2 オープンシールド機のフレームが上フレームと下フ
レームとに分割され、又、側板も可動側板と固定側板と
に上下に分割されており、上フレームには可動側板が、
下フレームには固定側板がそれぞれ取付けられていると
ともに、可動側板を上フレームとともに昇降させる昇降
手段が設けられていることを特徴とするオープンシール
ド機。 3 可動側板と上フレームとが、又、固定側板と下フレ
ームとが、それぞれ前後に分割されており、前部可動側
板を昇降させる昇降手段と、後部可動側板を昇降させる
昇降手段とが設けられている請求項2記載のオープンシ
ールド機。 4 昇降手段がジャッキである請求項2又は3記載のオ
ープンシールド機。
[Claims] 1. In open cutting using an open shield machine, the frame and side plates of the open shield machine are divided into upper and lower parts, forming an upper frame and a lower frame, a movable side plate and a fixed side plate, and a movable side plate and a fixed side plate. A construction method for avoiding a cross-buried object using an open-shield machine, which is characterized by lowering the side plate together with the upper frame to allow the open-shield machine to pass under the cross-buried object. 2 The frame of the open shield machine is divided into an upper frame and a lower frame, and the side plate is also divided vertically into a movable side plate and a fixed side plate, and the upper frame has a movable side plate,
An open shield machine characterized in that fixed side plates are respectively attached to the lower frame, and elevating means for raising and lowering the movable side plates together with the upper frame is provided. 3. The movable side plate and the upper frame, as well as the fixed side plate and the lower frame, are each divided into front and rear parts, and are provided with elevating means for elevating the front movable side plate and elevating means for elevating the rear movable side plate. The open shield machine according to claim 2. 4. The open shield machine according to claim 2 or 3, wherein the lifting means is a jack.
JP9703589A 1989-04-17 1989-04-17 Method of avoiding crossing buried thing in construction with open shield machine and open shield machine used therefor Granted JPH02274918A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9703589A JPH02274918A (en) 1989-04-17 1989-04-17 Method of avoiding crossing buried thing in construction with open shield machine and open shield machine used therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9703589A JPH02274918A (en) 1989-04-17 1989-04-17 Method of avoiding crossing buried thing in construction with open shield machine and open shield machine used therefor

Publications (2)

Publication Number Publication Date
JPH02274918A true JPH02274918A (en) 1990-11-09
JPH054487B2 JPH054487B2 (en) 1993-01-20

Family

ID=14181270

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9703589A Granted JPH02274918A (en) 1989-04-17 1989-04-17 Method of avoiding crossing buried thing in construction with open shield machine and open shield machine used therefor

Country Status (1)

Country Link
JP (1) JPH02274918A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH059927A (en) * 1991-06-28 1993-01-19 Chubu Electric Power Co Inc Underground laying method for pipe, etc., and earth retaining frame for underground laying
JP2006316494A (en) * 2005-05-12 2006-11-24 Maeda Corp Method for constructing subterranean tunnel and tunnel by using shield machine, and shield machine
CN106014430A (en) * 2016-07-14 2016-10-12 中铁工程装备集团机电工程有限公司 Self-propelled shield machine station-passing trolley

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH059927A (en) * 1991-06-28 1993-01-19 Chubu Electric Power Co Inc Underground laying method for pipe, etc., and earth retaining frame for underground laying
JP2006316494A (en) * 2005-05-12 2006-11-24 Maeda Corp Method for constructing subterranean tunnel and tunnel by using shield machine, and shield machine
JP4583236B2 (en) * 2005-05-12 2010-11-17 前田建設工業株式会社 Shield excavator
CN106014430A (en) * 2016-07-14 2016-10-12 中铁工程装备集团机电工程有限公司 Self-propelled shield machine station-passing trolley

Also Published As

Publication number Publication date
JPH054487B2 (en) 1993-01-20

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