JPH054487B2 - - Google Patents

Info

Publication number
JPH054487B2
JPH054487B2 JP9703589A JP9703589A JPH054487B2 JP H054487 B2 JPH054487 B2 JP H054487B2 JP 9703589 A JP9703589 A JP 9703589A JP 9703589 A JP9703589 A JP 9703589A JP H054487 B2 JPH054487 B2 JP H054487B2
Authority
JP
Japan
Prior art keywords
side plate
shield machine
movable side
open shield
frame
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
JP9703589A
Other languages
Japanese (ja)
Other versions
JPH02274918A (en
Inventor
Masaru Kawaguchi
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

Links

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、ボツクスなどを埋設
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、ボツクスなどの埋設物を、オープ
ンカツ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、バツ
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つている。
``Prior Art'' An open shield machine is used when laying underground objects such as water and sewer pipes and boxes into open-cut trenches. This open shield machine is
It 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.

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
などは前もつ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 and other pipes will be hung and 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58−
14919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、
オープンシールド機の側面板部のおおむね上半部
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 Publication No. 14919. This construction method is
Approximately the upper half of the side plate of the open shield machine is made into a split movable side plate, and the open shield machine moves forward while avoiding underground obstacles such as cross pipes, i.e. buried objects, by moving the split movable side plate. shall be.

「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 since 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 addition, in the latter case, salvage of open shield aircraft,
Although installation is not required, each time a buried object passes, the split movable side plate must be removed, moved, and reattached, which takes time and money, 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。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。
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. 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提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
1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 the frame 2, the open shield machine 1 is made to pass below 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。
As mentioned above, the open shield machine 1 used in this construction method has a frame consisting of an upper frame 2 and a lower frame 3, and a movable side plate 4 and a fixed side plate 5.
It is divided into upper and lower sections. 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によつて
可動側板4を降下させ、第1B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 elevating means 6 and passed through the open shield machine 1 as shown in FIG. 1B.

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。従つて、工期の短縮、工費
の低減化が可能である。
``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. Therefore, it is possible to shorten the construction period and reduce construction costs.

側板、側板支持部材の移動、取付け作業を必要
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 there is no need to move or install the side plates or side plate support members, highly safe and smooth construction is possible.

「実施例」 以下、第2図ないし第4図に示す実施例に基づ
いてこの発明を詳細に説明する。
"Embodiments" Hereinafter, the present invention will be explained 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、
後部フレーム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は後部下フレー
ム3bにそれぞれ取付けられている。従つて、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。
1 is an open shield machine, whose frame is divided into front and rear and upper and lower parts, and includes a front upper frame 2a,
a rear upper frame 2b and a front lower frame 3a,
A rear frame 3b is formed. The side plates are also divided into front and rear and upper and lower parts to form a front movable side plate 4a, 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. It is being 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本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2b,3
b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 are provided on each side. 6b is also a rear lifting jack of the lifting means, and the rear upper and lower frames 2b, 3
b are connected, and two are similarly provided on the left and right.

7aは前部上フレーム2aと後部上フレーム2
b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。同じく7bは下推
進ジヤツキで、前部下フレーム3aと後部下フレ
ーム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。
7a is the front upper frame 2a and the rear upper frame 2
There are upper propulsion jacks that connect b and one on each side are removably attached. Similarly, 7b is a lower propulsion jack, which connects the front lower frame 3a and the rear lower frame 3b, and is detachably 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 slide on the outer surfaces of the front and rear fixed side plates 5a and 5b, respectively, and are connected to the front and rear lifting jacks 6a and 6b.
It is configured to be raised and lowered by the operation of the

8は油圧ユニツトであり、前後部昇降ジヤツキ
6a,6b、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 operates the front and rear lifting jacks 6a, 6b and the vertical propulsion jacks 7a, 7b 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。
In addition, 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 can be connected to and released from each other using fasteners such as bolts and nuts (not shown).

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
直前まで図外バツクホーなどの掘削機で掘り進ん
だ溝21内に、例えばボツクスのような埋設物1
2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4a,
4b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
しオープンシールド機1の前部1a、及び後部可
動側板4b、後部固定側板5bを前進させる。
From the above configuration, in normal excavation work as shown in Fig. 2, the front and rear movable side plates 4a and 4b are pulled up,
Both movable side plates 4a, 4b are connected, and front and rear fixed side plates 5a, 5b are also connected. A buried object 1, such as a box, for example, is placed in a trench 21 dug by an excavator such as a box hoe (not shown) until just before the cross-sectional buried object 11.
2 will be installed one after another. When moving the open shield machine 1 forward, first, the front and rear movable side plates 4a,
4b and the front and rear fixed side plates 5a and 5b are connected, and the reaction force is taken by the backfilled soil of the newly installed buried object 12 and the backfilled soil of the rear lower frame 3b, and the vertical propulsion is carried out. The jacks 7a and 7b are extended to advance the front portion 1a, rear movable side plate 4b, and rear fixed side plate 5b of the open shield machine 1.

ついで、上下推進ジヤツキ7a,7bを縮退し
て、オープンシールド機1の後部上下フレーム2
b,3bを前進させる。
Next, the vertical propulsion jacks 7a and 7b are retracted, and the rear vertical frame 2 of the open shield machine 1 is moved.
Move b and 3b forward.

なお、下推進ジヤツキ7bを埋設物12に当て
てオープンシールド機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 open 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7a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1a
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 Figures 3 and 4, open shield 1
Immediately before a cross-sectional buried object 11 such as a large-diameter pipe in the path of
After removing the upper propulsion jack 7a, the front lifting jack 6a is retracted to lower the front movable side plate 4a. After applying suspension protection 13 to a heavy cross-buried object 11 such as a large-diameter pipe, the front part 1a
excavate inside. 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4
b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つ
て、前記のように前部1a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。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。
Next, remove the reaction plate 9 and attach the rear movable side plate 4.
b is lowered by the rear lifting jack 6b, and the front part 1a is moved forward as described above by taking the reaction force from the backfill soil of the rear lower frame 3b, and then passed under the cross-buried object 11 to move the rear part 1a forward. 1b is advanced. 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 the drawing]

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。
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. Second
Figures 4 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 a side view of the open shield machine with one side plate removed. FIG. 4 is a partially cutaway side view of the front part passing through the 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...
...Cross-buried objects, 21...Ditch.

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ツトに
於いて、オープンシルー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 昇降手段がジヤツキである請求項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 plate of the open shield machine are divided into upper and lower parts, respectively, to form an upper frame and a lower frame, a movable side plate and a fixed side plate, A construction method for avoiding cross-section buried objects using an open-shield machine, characterized in that the open-shield machine passes under the cross-section buried objects by lowering the movable side plate together with the upper frame. 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.The upper frame has a movable side plate, and the lower frame has a fixed side plate. An open shield machine characterized in that the movable side plates are attached to each other and a lifting means is provided for raising and lowering the movable side plate together with the upper frame. 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 JPH02274918A (en) 1990-11-09
JPH054487B2 true 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)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0788663B2 (en) * 1991-06-28 1995-09-27 中部電力株式会社 Earth stop frame for burying pipes, etc.
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
JPH02274918A (en) 1990-11-09

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