JPH0339522A - Open shield machine - Google Patents

Open shield machine

Info

Publication number
JPH0339522A
JPH0339522A JP1172485A JP17248589A JPH0339522A JP H0339522 A JPH0339522 A JP H0339522A JP 1172485 A JP1172485 A JP 1172485A JP 17248589 A JP17248589 A JP 17248589A JP H0339522 A JPH0339522 A JP H0339522A
Authority
JP
Japan
Prior art keywords
shield machine
side wall
movable plate
movable
open shield
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
JP1172485A
Other languages
Japanese (ja)
Other versions
JPH054489B2 (en
Inventor
Koichi Uemura
植村 厚一
Makoto Uemura
誠 植村
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP1172485A priority Critical patent/JPH0339522A/en
Publication of JPH0339522A publication Critical patent/JPH0339522A/en
Publication of JPH054489B2 publication Critical patent/JPH054489B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E60/00Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
    • Y02E60/30Hydrogen technology
    • Y02E60/50Fuel cells

Abstract

PURPOSE:To secure steady movement of movable boards for the title machine by making inside front parts of side wall boards on the right and the left of the open shield machine in U section a double structure having spaces, and by incorporating therein movable boards that are capable of being pushed forward by operation of jacks. CONSTITUTION:Excavation of soil is made on the front side or through the upper opening of a shield machine 1 and the excavated soil is discharged therefrom. As jacks 15 are extended and operated for pushing out of movable boards incorporated in double-wall structures of side wall boards 1a on the right and the left, the movable boards move forward being pushed out thereby. Then propulsion jacks 3 are extended and the shield machine 1 is moved forward thereby with reaction produced by existing underground structures 4 applied thereto and, at the same time, a cutting edge 17 of a bottom board 1c is thrust downward to prevent the shield machine 1 from becoming aloft. Then a pressing member 7 is moved forward with the propulsion jacks 3 contracted, and a space is secured between the underground structures 4 and the pressing member 7.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、市街地に上下水道、共同溝、電信、電話等の
布設地下道等の地下構造物を施工するオープンシールド
工法に使用するオープンシールド機に関する。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to an open shield machine used in the open shield construction method for constructing underground structures such as underground passages for water supply and sewage systems, public drains, telegraph and telephone lines, etc. in urban areas. Regarding.

〔従来の技術〕[Conventional technology]

オープンシールド工法は、開削工法(オープン工法)と
シールド工法の長所を生かした合理性に富む工法である
The open shield construction method is a highly rational construction method that takes advantage of the advantages of the cut-and-cover construction method (open construction method) and the shield construction method.

第5図〜第7図にその概略を示すと、図中lはオープン
シールド機で、これは左右の側壁板1a。
The outline is shown in FIGS. 5 to 7. In the figure, l is an open shield machine, and this is the left and right side wall plates 1a.

1bとこれら側壁板1a、lbと同程度の長さでその間
を連結する底板1cとからなる前面、後面及び上面を開
口したU型シールド機である。該オープンシールド機1
は前記側壁1a、lbと底板lcの先端を断面三角匣状
の刃口2として形成し、また側壁板1a、lbの中央又
は後端近くに推進ジヤツキ3を後方に向は上下に並べて
配設する。
This is a U-shaped shield machine with openings at the front, rear, and top surfaces, and is made up of a bottom plate 1b having the same length as the side wall plates 1a and lb and connecting them. The open shield machine 1
The tips of the side walls 1a, lb and the bottom plate lc are formed as a cutting edge 2 having a triangular box shape in cross section, and propulsion jacks 3 are arranged rearward and vertically in the center or near the rear end of the side wall plates 1a, lb. do.

図中7は、推進ジヤツキ3の後端に設けた押圧部材で、
ボックス鋼材又は型鋼を用いた枠体よりなる。
7 in the figure is a pressing member provided at the rear end of the propulsion jack 3;
Consists of a frame made of box steel or shaped steel.

発進坑6内にこのシールド機1を設置して、シールド機
1の前面又は上面開口より発進坑6の前方の土砂を掘削
し、かつ排土する。そして、シールド機lの推進ジヤツ
キ3を伸長して発進坑6内の反力壁に反力をとってシー
ルド機lを前進させ、コンクリート函体等による第1番
目の地中構造物4を上方から吊り降し、シールド機1の
テール部ld内で縮めた推進ジヤツキ3の後方にセット
する。
This shield machine 1 is installed in the starting shaft 6, and earth and sand in front of the starting shaft 6 is excavated and discharged from the front or top opening of the shield machine 1. Then, the propulsion jack 3 of the shield machine 1 is extended and a reaction force is taken by the reaction wall in the launch shaft 6 to advance the shield machine 1, and the first underground structure 4 made of a concrete box or the like is moved upward. It is suspended from the shield machine 1 and set behind the propulsion jack 3 which is retracted within the tail part ld of the shield machine 1.

次いで、同様にシールド機1の前面又は上面から土砂を
掘削しかつ排土してシールド機lを前進させ、前記第1
番目の地中構造物4の前に第2番目の地中構造物4をシ
ールド機1のテール部ld内に吊り降す。以下、同様の
掘進及び地中構造物4のセット工程を繰返して、順次地
中構造物4を縦列に地中に埋設し、第7図に示すように
後方の地中構造物4上に埋戻し5を施し、図示は省略す
るがオープンシールド機lが到達坑まで達したならばこ
れを撤去して工事を完了する。
Next, earth and sand is similarly excavated and discharged from the front or upper surface of the shield machine 1, and the shield machine 1 is advanced, and the first
The second underground structure 4 is suspended into the tail part ld of the shield machine 1 before the second underground structure 4. Thereafter, the same excavation and setting process of the underground structures 4 is repeated to sequentially bury the underground structures 4 in the ground in columns, and as shown in FIG. Returning 5 is carried out, and when the open shield machine 1 reaches the reaching shaft (not shown), it is removed and the construction is completed.

このようなオープンシールド機で、刃口2の形状は、垂
直、斜め、又はフード付きなど各種あるが、それぞれ土
質別に造られ、シールド機本体と一体的であるために1
工区内の土質の変化には応じられない。
In such an open shield machine, the shape of the cutting edge 2 is various, such as vertical, diagonal, or hooded.
It cannot respond to changes in soil quality within the construction area.

さらに、掘削は地表面から刃口2の内部と前部とで行う
ために刃口前部の土砂が緩み、地盤に変位を生じる。
Furthermore, since excavation is carried out from the ground surface to the inside and front of the cutting edge 2, the earth and sand in front of the cutting edge loosens, causing displacement in the ground.

このような問題に対処するため発明者は先に、第8図に
示すようなオープンシールド機を発明し、特願昭60−
261553号(特開昭62−125198号)として
出願した。
In order to deal with such problems, the inventor first invented an open shield machine as shown in Fig. 8, and filed a patent application in 1986-
The application was filed as No. 261553 (Japanese Unexamined Patent Publication No. 125198/1988).

これは、左右側壁板1a、lbの前端部付近に水平方向
に1〜数個の細長いスリット8を開口しておき、側壁板
1a、Ibの外側に沿わせて1〜数枚の可動土留板9を
取付け、この内面にブラケッ)10を剛結し、前記スリ
ット8を貫いてブラケット10を側壁板1a、lbの内
側へ突出させ、側壁板1’a、Ib内に設けた土留ジヤ
ツキ11に枢着した。
This is done by opening one to several elongated slits 8 in the horizontal direction near the front ends of the left and right side wall plates 1a and lb, and installing one to several movable retaining plates along the outside of the side wall plates 1a and Ib. 9 is attached, and a bracket 10 is rigidly connected to this inner surface, and the bracket 10 is passed through the slit 8 to protrude inside the side wall plates 1a and lb, and is attached to the retaining jack 11 provided inside the side wall plates 1'a and 1b. It pivoted.

可動土留板9の上下は側壁板1a、lbの外方にアング
ルを水平に剛結してなるガイドレール12に嵌め込まれ
る。
The upper and lower portions of the movable retaining plate 9 are fitted into guide rails 12 formed by rigidly connecting angles horizontally to the outside of the side wall plates 1a and lb.

このようにして、土留ジヤツキ11を伸縮することによ
り、可動土留板9を側壁板1a、lbの前端より前方へ
出没できる。
In this way, by expanding and contracting the retaining jack 11, the movable retaining plate 9 can be moved forward and retracted from the front ends of the side wall plates 1a and lb.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかし、前記第8図に示すような可動土留板9を設ける
ものでは、ガイドレール12やこの可動土留板9が側壁
板1a、lbの外側にあるので、シールド機1の掘進時
にこれらが抵抗体となり、摩擦が増大する。また、ガイ
ドレール12に土砂がはさまると可動土留板9が動き難
くなるし、大きく突出した可動土留板9が土により外側
に開くような力を受けた場合にはブラケッ目Oやガイド
レール12のみでは支えきれないこともあり、変形や損
傷のおそれもある。
However, in the case where the movable earth retaining plate 9 is provided as shown in FIG. As a result, friction increases. Furthermore, if the guide rail 12 is filled with earth and sand, the movable earth retaining plate 9 becomes difficult to move, and if the movable earth retaining plate 9 that protrudes greatly is subjected to a force that causes it to open outward from the soil, only the bracket eye O and the guide rail 12 will be able to move. This may not be enough to support the object, and there is a risk of deformation or damage.

本発明の目的は前記従来例の不都合を解消し、可動板を
側壁板前部に外側に出張らないで、かつ場所を取らずに
設けることができ、また可動板の安定した動きを確保で
きるオープンシールド機を提供することにある。
An object of the present invention is to solve the above-mentioned problems of the conventional example, and to provide an open structure that allows the movable plate to be installed in front of the side wall plate without protruding outward and without taking up much space, and to ensure stable movement of the movable plate. Our goal is to provide shield machines.

〔課題を解決するための手段〕[Means to solve the problem]

本発明は前記目的を達成するため、左右側壁板と底板と
を有し、前面、後面及び上面が開口した断面U字型のオ
ープンシールド機において、左右側壁板の内側前部を間
隔を存する2重壁構造に形成し、この内部に可動板をジ
ヤツキで前方へ突出可能に収納したこと、可動板も2重
壁構造の中空体で、この内部にジヤツキをその一端をピ
ン結合するようにして収め、可動板の後方へでるジヤツ
キの他端は側壁板側に結合すること、可動板の前端に刃
口を形成すること、左右側壁板の2重壁構造内部は上下
に複数に区画し、この区画毎に可動板を収納することを
要旨とするものである。
In order to achieve the above object, the present invention provides an open shield machine having left and right side wall plates and a bottom plate and having a U-shaped cross section with openings at the front, rear and top surfaces. The movable plate was formed into a double-walled structure, and the movable plate was housed inside this so that it could be protruded forward with a jack.The movable plate was also a hollow body with a double wall structure, and the jack was connected to the inside with a pin at one end. The other end of the jack that comes out to the rear of the movable plate is connected to the side wall plate, a cutting edge is formed at the front end of the movable plate, and the inside of the double wall structure of the left and right side wall plates is divided into a plurality of upper and lower parts. The gist is to store a movable plate in each section.

〔作用] 請求項第を項記載の本発明によれば、可動板は左右側壁
板の内側前部の2重壁構造内に収まるので、側壁板の外
側には何も設けずにすむ。そしてジヤツキを伸長すれば
、可動板は前方に押し出されて2重壁内からせり出して
いくが、その際2重壁がホルダー的な作用をして安定し
た動きを特徴する 請求項第2項記載の本発明によれば、さらに、ジヤツキ
は可動板内に収まるので、全体がコンパクトとなる。
[Function] According to the present invention as set forth in claim 1, the movable plate is housed within the double wall structure at the inner front portion of the left and right side wall plates, so that nothing is required to be provided on the outside of the side wall plates. When the jack is extended, the movable plate is pushed forward and protrudes from within the double wall, but at this time, the double wall acts like a holder to ensure stable movement. According to the present invention, since the jack is housed within the movable plate, the entire structure becomes compact.

請求項第3項記載の本発明によれば、可動板の前端の刃
口はこの可動板の位置にかかわらず左右側壁板の前方に
あり、地盤への切り込みが行える。
According to the third aspect of the present invention, the cutting edge at the front end of the movable plate is located in front of the left and right side wall plates regardless of the position of the movable plate, so that cutting into the ground can be performed.

請求項第4項記載の本発明によれば、突出する可動板の
枚数を選択することで、より適切に地盤の状況に対応で
きる。
According to the present invention as set forth in claim 4, by selecting the number of protruding movable plates, it is possible to more appropriately respond to the ground situation.

〔実施例〕〔Example〕

以下、図面について本発明の実施例を詳細に説明する。 Embodiments of the present invention will be described in detail below with reference to the drawings.

第1図は本発明のオープンシールド機の第1実施例を示
す縦断側面図、第2図は同上横断平面図で、前記従来例
を示す第5図、第6図と同一構成要素には同一参照符号
を付したものである。
Fig. 1 is a vertical sectional side view showing a first embodiment of the open shield machine of the present invention, and Fig. 2 is a lateral plan view of the same. Reference numerals are attached.

オープンシールド機lは、左右の側壁板1a。The open shield machine 1 has left and right side wall plates 1a.

1bとこれら側壁板1a、lbと同程度の長さでその間
を連結する底板1cとからなる前面、後面及び上面を開
口したU型シールド機で、側壁板1a、lbの中央又は
後端近くに推進ジヤツキ3を後方に向は上下に並べて配
設し、その後端に押圧部材7を設けることは前記従来例
と同じである。
1b and a bottom plate 1c that has the same length as the side wall plates 1a and lb and connects them.It is a U-shaped shield machine with openings on the front, rear, and top surfaces. The propulsion jacks 3 are disposed rearward in a vertically arranged manner, and the pressing member 7 is provided at the rear end, which is the same as in the conventional example.

本発明は第3図、第4図にその詳細を示すように、左右
側壁板1a、lbの内側前部に内壁板13を間隔を存し
て並行に設けて、2重壁構造に形成した。
As shown in detail in FIGS. 3 and 4, in the present invention, inner wall plates 13 are provided in parallel at the inner front parts of the left and right side wall plates 1a and 1b with an interval between them to form a double wall structure. .

そして、この2重壁構造内部に同じく2重壁構造の中空
体からなる可動板14を前方へ突出可能に収納する。こ
の可動板14は側壁板1a、lbの2重壁構造部分より
も長めで、その前端は側壁板1a、lbの前端よりも常
に突出しており、この突出部分を断面三角匣状の刃口2
として形成した。
A movable plate 14, which is also a hollow body with a double wall structure, is housed inside this double wall structure so as to be able to protrude forward. This movable plate 14 is longer than the double wall structure portion of the side wall plates 1a and lb, and its front end always protrudes beyond the front ends of the side wall plates 1a and lb.
Formed as.

前記可動板14は内部を前後に仕切り、後方部分にジヤ
ツキ15をその一端をピン結合するようにして収め、可
動板14の後方へでるジヤツキ15の他端は側壁板1a
、lb側に結合する。
The inside of the movable plate 14 is partitioned into front and rear parts, and a jack 15 is housed in the rear part with one end connected by a pin, and the other end of the jack 15 that comes out to the rear of the movable plate 14 is connected to the side wall plate 1a.
, connects to the lb side.

さらに、左右側壁板1a、lbの2重壁構造内部は水平
板16で上から上下に複数段に区画し、この区画毎に前
記可動板14やジヤツキ15を収納することとした。
Further, the interior of the double wall structure of the left and right side wall plates 1a and 1b is divided into a plurality of stages vertically from above by horizontal plates 16, and the movable plate 14 and jack 15 are housed in each division.

また、底板1cの前端にも刃口17を設けるが、この刃
口17もジヤツキ18を内蔵した下方への可動刃口とし
、かつ横方向に分割して並べるようにする。
Further, a cutting edge 17 is provided at the front end of the bottom plate 1c, and this cutting edge 17 is also a downwardly movable cutting edge with a built-in jack 18, and is arranged in horizontally divided sections.

オープンシールド機lのテール部1dに相当する左右側
壁板1a、lbや底板1cの後部は、格子状の仕切りに
よる補強リブ19を内設した中空板体として強度を持た
せ、最後尾の天井部分にはフード20を突設した。
The rear parts of the left and right side wall plates 1a, lb and the bottom plate 1c, which correspond to the tail part 1d of the open shield machine L, are made strong as hollow plates with internal reinforcing ribs 19 made of lattice-like partitions, and the rearmost part of the ceiling part is A hood 20 was installed protruding from the top.

次に使用法について説明するが、これを用いたオープン
シールド工法の概略については前記従来例と同様である
のでその詳細は省略する。
Next, the method of use will be described, but since the outline of the open shield construction method using this method is the same as that of the conventional example, the details will be omitted.

シールド機lの前面又は上面の開口から土砂を掘削し、
かつ排土し、推進ジヤツキ3を伸長して既設の地中構造
物4を反力としてシールド191を前進させる。
Excavating earth and sand from the front or top opening of the shield machine,
Then, the soil is removed, and the propulsion jack 3 is extended to advance the shield 191 using the existing underground structure 4 as a reaction force.

このようにシールド機1を掘進させる前に、ジヤツキ1
5を伸長すれば、可動板14は前方に押し出されて左右
側壁板1a、lbの2重壁構造内からせり出していくが
、その際2重壁がホルダー的な作用を可動板14をガイ
ドするので安定した動きを確保する。
Before making shield machine 1 dig in this way, jack 1
When the movable plate 5 is extended, the movable plate 14 is pushed forward and protrudes from within the double wall structure of the left and right side wall plates 1a and 1b, but at this time, the double wall acts like a holder to guide the movable plate 14. This ensures stable movement.

また、可動板14は左右側壁板1a、lbの内側に常に
位置するので、側壁板1a、lbの外側には何も突出せ
ず、掘進時に抵抗を受けることもない。
Moreover, since the movable plate 14 is always located inside the left and right side wall plates 1a, lb, nothing protrudes outside the side wall plates 1a, lb, and there is no resistance during digging.

該可動板14は突出させるべき枚数を上から順に選択し
、このようにして突出した可動板14は土留板として作
用するので、地表面から刃口2の内部と前部とで掘削を
行う場合に軟弱な地盤でも左右側壁Fila、lbの土
砂が緩み、地盤に変位を生しることを防止できる。
The number of movable plates 14 to be protruded is selected in order from the top, and the movable plates 14 protruded in this way act as retaining plates, so when excavating from the ground surface with the inside and front part of the cutting edge 2. Even on soft ground, the earth and sand on the left and right side walls Fila, lb can be prevented from loosening and causing displacement in the ground.

また、底板1cの前端の刃口17を適宜下方へ突出すれ
ば、これが地盤に喰い込み、シールドn、1が浮き上が
るのを防止できる。
Further, if the cutting edge 17 at the front end of the bottom plate 1c is appropriately projected downward, it can be prevented from digging into the ground and lifting the shields n and 1.

次いで、推進ジヤツキ3を縮め、押圧部材7を前に移動
させて、既設の地中構造物4の前端との間に空隙を確保
する。
Next, the propulsion jack 3 is retracted, the pressing member 7 is moved forward, and a gap is secured between it and the front end of the existing underground structure 4.

地上から新たな地中構造物4をシールド機lのテール部
ld内に吊り降ろし、これを既設の地中構造物4の前端
に接続するようにセットし、推進ジヤツキ3を伸長し、
シールド機lを前進させ、以下同様の工程を繰返しなが
ら地中構造物4を縦列に地中に埋設し、また前記第7図
にも示したように後方の地中構造物4上に埋戻し5を施
す。
A new underground structure 4 is suspended from the ground into the tail part ld of the shield machine 1, set so as to be connected to the front end of the existing underground structure 4, and the propulsion jack 3 is extended,
The shield machine 1 is moved forward, and the underground structures 4 are buried vertically in the ground while repeating the same process, and back-filled onto the underground structures 4 at the rear as shown in FIG. Apply 5.

〔発明の効果〕〔Effect of the invention〕

以上述べたような本発明のオープンシールド機は、可動
板を側壁板前部に設けたので、1上区内の土質の変化に
も対応でき、前部の土砂が緩み地盤に変位を生じること
を防止できるものである。
The open shield machine of the present invention as described above has a movable plate at the front of the side wall plate, so it can respond to changes in soil quality within the first section, and prevents soil from loosening at the front and causing displacement in the ground. It is preventable.

しかも、可動板は側壁板前部に外側に出張らないで設け
ることができ、シールド機の掘進時にこれが抵抗体とな
り、摩擦が増大するおそれもない。
Moreover, the movable plate can be provided at the front of the side wall plate without protruding outward, and there is no fear that it will act as a resistor and increase friction when the shield machine excavates.

さらに、可動板を場所を取らずにコンパクトに設置でき
、また安定した動きを確保できるものである。
Furthermore, the movable plate can be installed compactly without taking up much space, and stable movement can be ensured.

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

第1図は本発明のオープンシールド機の第1実施例を示
す縦断側面図、第2図は同上横断平面図、第3図は要部
の横断平面図、第4図は同上縦断側面図、第5図は従来
例を示す縦断側面図、第6図は第5図のA−A線断面図
、第7図はオープンシールド工法の説明図、第8図は他
の従来例を示す要部の平面図である。 1・・・オープンシールド機 la、lb・・・側壁板  1c・・・底板1d・・・
テール部 2・・・刃口       3・・・推進ジヤツキ4・
・・地中構造物    5・・・埋戻し6・・・発進坑
      7・・・押圧部材8・・・スリット   
  9・・・可動土留板■0・・・ブラケット    
11・・・土留ジヤツキ12・・・ガイドレール   
13・・・内壁板14・・・可動板      15.
18・・・ジヤツキ16・・・水平板 17・・・刃口 19・・・補強リプ 20・・・フード
FIG. 1 is a vertical side view showing a first embodiment of the open shield machine of the present invention, FIG. 2 is a cross-sectional plan view of the same, FIG. 3 is a cross-sectional plan view of the main parts, and FIG. Fig. 5 is a vertical side view showing a conventional example, Fig. 6 is a sectional view taken along the line A-A in Fig. 5, Fig. 7 is an explanatory diagram of the open shield method, and Fig. 8 is a main part showing another conventional example. FIG. 1... Open shield machine la, lb... Side wall plate 1c... Bottom plate 1d...
Tail part 2...Blade mouth 3...Propulsion jack 4.
...Underground structure 5...Backfilling 6...Starting shaft 7...Press member 8...Slit
9...Movable retaining plate■0...Bracket
11... Dome jack 12... Guide rail
13...Inner wall plate 14...Movable plate 15.
18... Jacket 16... Horizontal plate 17... Blade mouth 19... Reinforcement lip 20... Hood

Claims (4)

【特許請求の範囲】[Claims] (1)左右側壁板と底板とを有し、前面、後面及び上面
が開口した断面U字型のオープンシールド機において、
左右側壁板の内側前部を間隔を存する2重壁構造に形成
し、この内部に可動板をジャッキで前方へ突出可能に収
納したことを特徴とするオープンシールド機。
(1) In an open shield machine with a U-shaped cross section that has left and right side wall plates and a bottom plate and is open at the front, rear, and top surfaces,
This open shield machine is characterized in that the inner front parts of the left and right side wall plates are formed into a double wall structure with a gap between them, and a movable plate is stored inside the double wall structure so that it can be protruded forward with a jack.
(2)可動板も2重壁構造の中空体で、この内部にジャ
ッキをその一端をピン結合するようにして収め、可動板
の後方へでるジャッキの他端は側壁板側に結合する請求
項第1項記載のオープンシールド機。
(2) The movable plate is also a hollow body with a double wall structure, and the jack is housed inside the movable plate with one end connected by a pin, and the other end of the jack that comes out to the rear of the movable plate is connected to the side wall plate. The open shield machine described in paragraph 1.
(3)可動板の前端に刃口を形成する請求項第1項及び
請求項第2項記載のオープンシールド機。
(3) The open shield machine according to claim 1 or claim 2, wherein a cutting edge is formed at the front end of the movable plate.
(4)左右側壁板の2重壁構造内部は上下に複数に区画
し、この区画毎に可動板を収納する請求項第1項及び請
求項第3項記載のオープンシールド機。
(4) The open shield machine according to claim 1 or claim 3, wherein the inside of the double wall structure of the left and right side wall plates is divided into a plurality of upper and lower sections, and a movable plate is housed in each section.
JP1172485A 1989-07-04 1989-07-04 Open shield machine Granted JPH0339522A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1172485A JPH0339522A (en) 1989-07-04 1989-07-04 Open shield machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1172485A JPH0339522A (en) 1989-07-04 1989-07-04 Open shield machine

Publications (2)

Publication Number Publication Date
JPH0339522A true JPH0339522A (en) 1991-02-20
JPH054489B2 JPH054489B2 (en) 1993-01-20

Family

ID=15942862

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1172485A Granted JPH0339522A (en) 1989-07-04 1989-07-04 Open shield machine

Country Status (1)

Country Link
JP (1) JPH0339522A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020117928A (en) * 2019-01-23 2020-08-06 鉄建建設株式会社 Tunnel repairing method and repairing device for existing tunnel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020117928A (en) * 2019-01-23 2020-08-06 鉄建建設株式会社 Tunnel repairing method and repairing device for existing tunnel

Also Published As

Publication number Publication date
JPH054489B2 (en) 1993-01-20

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