JPH1096234A - Open shield machine - Google Patents
Open shield machineInfo
- Publication number
- JPH1096234A JPH1096234A JP25138796A JP25138796A JPH1096234A JP H1096234 A JPH1096234 A JP H1096234A JP 25138796 A JP25138796 A JP 25138796A JP 25138796 A JP25138796 A JP 25138796A JP H1096234 A JPH1096234 A JP H1096234A
- Authority
- JP
- Japan
- Prior art keywords
- machine
- shield machine
- open shield
- round steel
- tail
- 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
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、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ものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an open shield machine used for an open shield method.
【0002】[0002]
【従来の技術】周知のごとく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。2. Description of the Related Art As is well known, the open shield method is
This is a highly rational construction method that takes advantage of the open-cutting method (open method) and the shield method.
【0003】先にこのオープンシールド工法では、シー
ルド機を前方の機体の後端に後方の機体の前端が嵌入し
て、相互の嵌合部で屈曲可能としてカーブ施工を可能と
したり、方向修正を行えるようにしたものがある。[0003] In this open shield method, the front end of the rear fuselage is fitted into the rear end of the forward fuselage, and the shield can be bent at the mutual fitting portion to enable curve construction and direction correction. There are things that can be done.
【0004】その一例を説明すると、オープンシールド
1機は、図7に示すように基本的には左右の側壁板1
a,1bとこれら側壁板1a,1b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
を開口したシールド機である。[0004] To explain an example, one open shield basically includes left and right side wall plates 1 as shown in FIG.
This is a shield machine having front, rear, and upper surfaces, each of which is made up of side plates 1a and 1b and a bottom plate 1c having the same length as the side wall plates 1a and 1b and connecting them.
【0005】該オープンシールド機1は図8に示すよう
に機体を前後方向で複数に分割し、フロント機2として
の前方の機体の後端にテール機3としての後方の機体の
前端が嵌入して、相互の嵌合部で屈曲可能とした。As shown in FIG. 8, the open shield machine 1 divides the body into a plurality of parts in the front-rear direction, and the front end of the rear body as the tail machine 3 is fitted into the rear end of the front body as the front machine 2. Therefore, it is possible to bend at the mutual fitting portion.
【0006】フロント機2は主として掘削を行うもの
で、前端と上面を開放面としてあり、機体内で後部に後
方へ向けて中折ジャッキ4を左右によせて、また上下複
数段に配設している。これに対してテール機3はコンク
リート函体8の設置を行うもので、機体内で前部に後方
へ向けてシールドジャッキ5を左右によせて、また上下
複数段に配設している。図中6はフロント機2の前端に
設けた可動分割刃口、7はテール機3の後端に設けた土
留板、9はストラット、10はプレスバー(押角)であ
る。The front machine 2 is mainly used for excavation. The front end and the upper surface are open surfaces, and the center folding jack 4 is arranged rearward and rearward in the body of the machine, and is arranged in a plurality of vertical stages. ing. On the other hand, the tail machine 3 is for installing the concrete box 8, and the shield jacks 5 are arranged in a plurality of stages up and down, with the shield jacks 5 left and right facing forward and rearward in the body. In the figure, reference numeral 6 denotes a movable split cutting edge provided at the front end of the front machine 2, reference numeral 7 denotes an earth retaining plate provided at the rear end of the tail machine 3, reference numeral 9 denotes struts, and reference numeral 10 denotes a press bar (push angle).
【0007】このようなオープンシールド機1を使用す
るオープンシールド工法は、図9〜図12に示すように、
発進坑と到達坑との間で施工される。発進坑11内で前記
オープンシールド機を組立て、発進坑11の前の地盤を地
上に設置したシャベル系の掘削機12で掘削し、該シール
ド機1のシールドジャッキ5を伸長して発進坑11内の反
力壁に反力をとってシールド機1を前進させ、地下構造
物を形成する第1番目のコンクリート函体8を上方から
吊り降し、シールド機1のテール機3内で縮めたシール
ドジャッキ5の後方にストラット9およびプレスバー10
とともにセットする。また、発進坑11はシートパイル等
の土留壁で構成し、オープンシールド機1を発進させる
にはこの土留壁を一部鏡切りするが、必要に応じて薬液
注入等で発進坑11の前方部分に地盤改良を施しておくこ
ともある。[0007] An open shield method using such an open shield machine 1 is as shown in Figs.
It is constructed between the starting pit and the reaching pit. The open shield machine is assembled in the starting pit 11, the ground in front of the starting pit 11 is excavated by a shovel type excavator 12 installed on the ground, and the shield jack 5 of the shield machine 1 is extended and The shield machine 1 is advanced by applying a reaction force to the reaction wall of the shield machine, the first concrete box 8 forming the underground structure is suspended from above, and the shield is reduced in the tail machine 3 of the shield machine 1 Behind jack 5, strut 9 and press bar 10
Set with. The starting pit 11 is composed of a retaining wall such as a sheet pile. In order to start the open shield machine 1, the retaining wall is partially mirror-cut. In some cases, the ground has been improved.
【0008】次いで、同様に掘削機12でフロント機2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
1を前進させ、前記第1番目のコンクリート函体8の前
に第2番目のコンクリート函体8をテール機3内に吊り
降す。以下、同様の掘進及びコンクリート函体8のセッ
ト工程を繰返して、順次コンクリート函体8を縦列に地
中に埋設し、後方のコンクリート函体8上にダンプ14で
埋戻しを施し、オープンシールド機1が到達坑13まで達
したならばこれを分解・撤去して工事を完了する。図中
15はグラウト機である。Next, similarly, the excavator 12 excavates earth and sand from the front or upper surface of the front machine 2 and discharges the earth to move the shield machine 1 forward. Is suspended in the tail machine 3. Thereafter, the same excavation and the setting process of the concrete box 8 are repeated, and the concrete boxes 8 are sequentially buried in the ground in tandem, and backfilled with the dump 14 on the rear concrete box 8, and the open shield machine is opened. When 1 reaches the pit 13, it is disassembled and removed to complete the construction. In the figure
15 is a grouting machine.
【0009】ところで、シールド機1の掘進はシールド
ジャッキ5を伸長だけでなく、このシールドジャッキ5
を固定して中折ジャッキ4の伸長でテール機3に対して
フロント機2を進めることでも行なわれ、シールドジャ
ッキ5と中折ジャッキ4との2段階で押し進める。The excavation of the shield machine 1 not only extends the shield jack 5 but also extends the shield jack 5.
Is fixed and the front machine 2 is advanced with respect to the tail machine 3 by the extension of the center folding jack 4, and the shield machine 5 and the center folding jack 4 are pushed in two stages.
【0010】その際、中折ジャッキ4のうち、左右いず
れかを多く伸長させればフロント機2はその反対側に向
きを変え、その方向に曲がる。また、上下いずれかを多
く伸長させればフロント機2はその反対側に向きを変
え、上向きまたは下向きに曲がる。このようにしたカー
ブ施工または方向修正が可能である。At this time, if one of the left and right middle folding jacks 4 is extended more, the front machine 2 turns to the opposite side and turns in that direction. Further, if any of the upper and lower sides is extended more, the front machine 2 changes its direction to the opposite side and bends upward or downward. Such curve construction or direction correction is possible.
【0011】[0011]
【発明が解決しようとする課題】しかし、前記従来のシ
ールド機では、フロント機の後端にテール機の前端が隙
間を存して嵌合するすなわち遊嵌するものであり、屈曲
に無理な力が加って相互に機体を傷めたり、また、隙間
から土砂が入り込み、屈曲のための余裕空間を無くした
りするおそれがあった。However, in the above-mentioned conventional shield machine, the front end of the tail machine is fitted to the rear end of the front machine with a gap, that is, loosely fitted. However, there is a risk that the airframes may damage each other, or that earth and sand may enter through gaps, thereby eliminating a space for bending.
【0012】本発明の目的は前記従来例の不都合を解消
し、機体を前後方向で複数に分割し、前方の機体の後端
に後方の機体の前端が嵌入して、相互の嵌合部で屈曲可
能とするのに、簡単な構成をシールド機に付加するだけ
で機体に無理なく確実に屈曲させることができ、しかも
土砂等の侵入も防止できるオープンシールド機を提供す
ることにある。[0012] An object of the present invention is to solve the above-mentioned disadvantages of the prior art, to divide the body into a plurality of parts in the front-rear direction, and to insert the front end of the rear body into the rear end of the front body and to form a mutual fitting portion. An object of the present invention is to provide an open shield machine which can bend easily and surely by simply adding a simple structure to the shield machine so as to be bendable, and which can prevent intrusion of earth and sand.
【0013】[0013]
【課題を解決するための手段】本発明は前記目的を達成
するため、第1に、左右側壁板と底板からなる機体を前
後方向で複数に分割し、前方の機体の後端に後方の機体
の前端が嵌入して、相互の嵌合部で屈曲可能としたオー
プンシールド機において、後方の機体の前端外周に幅方
向に丸鋼を配設し、この丸鋼を介して前方の機体の後端
内周と接合すること、および、第2に丸鋼は後方の機体
の左右側壁板前端またはこれに加えて底板板前端に剛結
状態で取付けること、第3に、前方の機体と後方の機体
の嵌合部はいずれも左右側壁板間に梁板を架設して矩形
の機体とし、丸鋼は、後方の機体の左右側壁板前端、底
板板前端および梁板にこれらを外側から囲むように剛結
状態で取付けることを要旨とするものである。SUMMARY OF THE INVENTION In order to achieve the above object, the present invention firstly divides a body consisting of left and right side walls and a bottom plate into a plurality of parts in a front-rear direction, and attaches a rear body to a rear end of a front body. In the open shield machine in which the front end of the body is fitted and can be bent at the mutual fitting part, a round steel is arranged in the width direction around the front end of the rear body, and the front body is rearwardly inserted through the round steel. Secondly, the round bar is rigidly attached to the front end of the left and right side wall plate or the front end of the bottom plate plate of the rear body, and thirdly, the front body and the rear Each of the fitting portions of the fuselage has a rectangular body by laying a beam plate between the left and right side wall plates, and the round steel is formed so that the left and right side wall plate front end, the bottom plate front end and the beam plate of the rear body surround these from outside. It is intended to be mounted in a rigidly connected state.
【0014】請求項1記載の本発明によれば、前後に組
合せた前方の機体と後方の機体とは、後方の機体の前端
外周に幅方向に配設した丸鋼が前方の機体に接合する支
点となって屈曲するので、スムーズに屈曲できる。ま
た、丸鋼の分だけ前方の機体と後方の機体の間が狭ま
り、隙間が少なくなるので土砂等の侵入を防ぐことがで
きる。According to the first aspect of the present invention, in the front body and the rear body which are combined front and rear, the round steel provided in the width direction on the outer periphery of the front end of the rear body is joined to the front body. Since it bends as a fulcrum, it can bend smoothly. In addition, the space between the front body and the rear body is narrowed by the round bar and the gap is reduced, so that intrusion of earth and sand can be prevented.
【0015】請求項2記載の本発明によれば、前記作用
に加えて、丸鋼は後方の機体の左右側壁板前端に剛結状
態で取付けるものであり、左右に屈曲する場合に有効で
ある。According to the second aspect of the present invention, in addition to the above-described operation, the round bar is attached to the front ends of the left and right side walls of the rear body in a rigidly connected state, and is effective in bending right and left. .
【0016】請求項3記載の本発明によれば、さらに、
丸鋼は底板板前端にも設けるものであり、前後に屈曲す
る場合にも有効である。According to the third aspect of the present invention, there is further provided:
The round bar is also provided at the front end of the bottom plate, and is also effective when bent back and forth.
【0017】請求項4記載の本発明によれば、前方の機
体と後方の機体は相互に矩形の機体同士が四方を拘束さ
れた状態で嵌合し、後方の機体の外周の丸鋼が前方の機
体の内周に接合するので、相互の機体がずれることな
く、左右・前後いずれの場合でも確実な屈曲が得られ
る。According to the fourth aspect of the present invention, the front body and the rear body are fitted with each other in a state where the rectangular bodies are restrained on all sides, and the round steel on the outer periphery of the rear body is formed in the front body. Since it is joined to the inner periphery of the airframe, the mutual airframe does not shift, and reliable bending can be obtained in any of the left, right, front and rear directions.
【0018】[0018]
【発明の実施の形態】以下、図面について本発明の実施
の形態を詳細に説明する。図1は本発明のオープンシー
ルド機の第1実施形態を示す縦断正面図、図2は同上縦
断側面図である。Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a vertical sectional front view showing a first embodiment of the open shield machine of the present invention, and FIG. 2 is a vertical sectional side view of the same.
【0019】本発明のオープンシールド機も前記図8に
示す従来例と同じく、機体を前後方向で複数に分割し、
フロント機2としての前方の機体の後端にテール機3と
しての後方の機体の前端が嵌入して、相互の嵌合部で屈
曲可能としたものである。The open shield machine of the present invention is also divided into a plurality of bodies in the front-rear direction similarly to the conventional example shown in FIG.
The front end of the rear body as the tail machine 3 is fitted into the rear end of the front body as the front machine 2 so as to be able to bend at the mutual fitting portions.
【0020】このうち、フロント機2は可動分割刃口6
を有する前端と上面を開放面としてあり、機体内で後部
に後方へ向けて中折ジャッキ4を左右によせて、また上
下複数段に配設した。一方、テール機3は機体内で前部
に後方へ向けてシールドジャッキ5を左右によせて、ま
た上下複数段に配設し、後端に土留板7を設けている。Among them, the front machine 2 has a movable split blade 6
The front end and the upper surface having an opening are open surfaces, and the center-fold jacks 4 are arranged in a left and right direction and a plurality of stages up and down toward the rear in the body. On the other hand, the tail machine 3 is provided with shield jacks 5 arranged left and right toward the front and rearward in the body, and in a plurality of vertical stages, and a retaining plate 7 at the rear end.
【0021】テール機3の前端は縮径してフロント機2
の後端に入り込むもので、これによりフロント機2とテ
ール機3との間には隙間が確保されるが、テール機3の
左右の側壁板1a,1bにはその幅方向に向けて縦の丸
鋼16aを配設し、底板1cにはその幅方向に向けて横の
丸鋼16aを配設した。図5、図6に示すようにこれら縦
の丸鋼16aおよび横の丸鋼16bは側壁板1a,1bや底
板1cに溶接したり、バンド18を用いてボルト止め等の
手段で剛結する。The front end of the tail machine 3 is reduced in diameter at the front end thereof.
A gap is secured between the front machine 2 and the tail machine 3, but the left and right side wall plates 1 a, 1 b of the tail machine 3 are vertically oriented in the width direction. A round steel 16a was provided, and a horizontal round steel 16a was provided on the bottom plate 1c in the width direction. As shown in FIGS. 5 and 6, the vertical round bar 16a and the horizontal round bar 16b are welded to the side wall plates 1a, 1b and the bottom plate 1c, or are rigidly connected to the side plates 1a, 1b and the bottom plate 1c by means of a bolt 18 or the like.
【0022】また、縦の丸鋼16aと横の丸鋼16bは相互
に位置を同じくして全体としてコの字として並ぶように
してもよいが、必ずにもこれに限定されす、機体の前後
方向で端部がずれるものでもよい。The vertical round bar 16a and the horizontal round bar 16b may be located at the same position as each other and arranged in a U-shape as a whole. However, the present invention is not limited to this. The end may be shifted in the direction.
【0023】このようにすれば、フロント機2とテール
機3は縦の丸鋼16aと横の丸鋼16bが接合する支点とな
って屈曲するので、左右に曲がる場合でも、また、前後
に曲がる場合でもスムーズに屈曲できる。In this way, the front machine 2 and the tail machine 3 bend at the fulcrum where the vertical round bar 16a and the horizontal round bar 16b are joined, so that they can be bent right and left or back and forth. Can bend smoothly even in the case.
【0024】さらに、これら縦の丸鋼16aと横の丸鋼16
bの分だけフロント機2とテール機3との間の隙間が狭
まり、土砂等の侵入を防ぐことができる。Further, the vertical round steel 16a and the horizontal round steel 16a
The gap between the front machine 2 and the tail machine 3 is narrowed by the amount of b, so that intrusion of earth and sand can be prevented.
【0025】図3、図4は本発明の第2実施形態を示す
もので、フロント機2とテール機3はいずれも左右側壁
板1a,1b間に梁板17を架設して矩形の機体とし、テ
ール機3はこの梁板17の外側にも横の丸鋼16bを幅方向
に剛結して、テール機3の前端部を縦の丸鋼16aと横の
丸鋼16bとで外側から囲むようにした。FIGS. 3 and 4 show a second embodiment of the present invention. Each of the front machine 2 and the tail machine 3 has a rectangular body with a beam plate 17 provided between the left and right side walls 1a and 1b. The tail machine 3 also rigidly connects the horizontal round steel 16b to the outside of the beam plate 17 in the width direction, and surrounds the front end of the tail machine 3 from the outside with the vertical round steel 16a and the horizontal round steel 16b. I did it.
【0026】この第2実施形態のものによれば、フロン
ト機2とテール機3とは、相互に矩形の機体同士が四方
を拘束された状態で縦の丸鋼16aと横の丸鋼16bを介し
て接合するので、特に上下方向に屈曲する場合でもテー
ル機3に対してフロント機2が浮き上がることもなく、
確実な屈曲が得られる。According to the second embodiment, the front machine 2 and the tail machine 3 combine the vertical round steel 16a and the horizontal round steel 16b with the rectangular bodies mutually restrained on all sides. The front machine 2 does not float with respect to the tail machine 3 even when bending in the vertical direction.
Reliable bending is obtained.
【0027】なお、前記実施形態ではオープンシールド
機1はフロント機2とテール機3というように機体を2
分割した場合について説明したが、フロント機2とテー
ル機3との間にミドル機が加わり、3分割以上にする場
合でも本発明は応用できるものである。In the above-described embodiment, the open shield machine 1 has two bodies, such as a front machine 2 and a tail machine 3.
Although the case of division has been described, the present invention can be applied to a case where a middle machine is added between the front machine 2 and the tail machine 3 to divide the machine into three or more.
【0028】[0028]
【発明の効果】以上述べたように本発明のオープンシー
ルド機は、機体を前後方向で複数に分割し、前方の機体
の後端に後方の機体の前端が嵌入して、相互の嵌合部で
屈曲可能とするのに、丸鋼という簡単な構成をシールド
機に付加するだけで機体に無理なく確実に屈曲させるこ
とができ、しかも土砂等の侵入も防止できるものであ
る。As described above, in the open shield machine of the present invention, the fuselage is divided into a plurality in the front-rear direction, and the front end of the rear fuselage is fitted into the rear end of the forward fuselage, and the mutual fitting portion is formed. However, by simply adding a simple configuration of round steel to the shield machine, it is possible to bend the machine body without difficulty and prevent intrusion of earth and sand.
【図1】本発明のオープンシールド機の第1実施形態を
示す縦断正面図である。FIG. 1 is a vertical sectional front view showing a first embodiment of an open shield machine of the present invention.
【図2】本発明のオープンシールド機の第1実施形態を
示す縦断側面図である。FIG. 2 is a vertical sectional side view showing a first embodiment of the open shield machine of the present invention.
【図3】本発明のオープンシールド機の第2実施形態を
示す縦断正面図である。FIG. 3 is a vertical sectional front view showing a second embodiment of the open shield machine of the present invention.
【図4】本発明のオープンシールド機の第2実施形態を
示す縦断側面図である。FIG. 4 is a vertical sectional side view showing a second embodiment of the open shield machine of the present invention.
【図5】丸鋼の剛結の一例を示す要部の側面図である。FIG. 5 is a side view of an essential part showing an example of rigid connection of a round bar.
【図6】丸鋼の剛結の他例を示す要部の側面図である。FIG. 6 is a side view of a main part showing another example of rigid connection of a round bar.
【図7】オープンシールド機の概要を示す縦断正面図で
ある。FIG. 7 is a vertical sectional front view showing an outline of the open shield machine.
【図8】オープンシールド機の概要を示す縦断側面図で
ある。FIG. 8 is a vertical sectional side view showing an outline of the open shield machine.
【図9】オープンシールド工法の第1工程を示す側面図
である。FIG. 9 is a side view showing a first step of the open shield method.
【図10】オープンシールド工法の第2工程を示す側面
図である。FIG. 10 is a side view showing a second step of the open shield method.
【図11】オープンシールド工法の第3工程を示す側面
図である。FIG. 11 is a side view showing a third step of the open shield method.
【図12】オープンシールド工法の第4工程を示す側面
図である。FIG. 12 is a side view showing a fourth step of the open shield method.
1…オープンシールド機 1a,1b…側壁板 1c…底板 2…フロント機 3…テール機 4…中折ジャッキ 5…シールドジャッキ 6…可動分割刃口 7…土留板 8…コンクリート函体 9…ストラット 10…プレスバー 11…発進坑 12…掘削機 13…到達孔 14…ダンプ 15…グラウト機 16a,16b…丸鋼 17…梁板 18…バンド DESCRIPTION OF SYMBOLS 1 ... Open shield machine 1a, 1b ... Side wall plate 1c ... Bottom plate 2 ... Front machine 3 ... Tail machine 4 ... Center folding jack 5 ... Shield jack 6 ... Movable split blade opening 7 ... Soil plate 8 ... Concrete box 9 ... Strut 10 ... Press bar 11 ... Starting pit 12 ... Excavator 13 ... Arrival hole 14 ... Dump 15 ... Grout machine 16a, 16b ... Round steel 17 ... Beam plate 18 ... Band
Claims (4)
向で複数に分割し、前方の機体の後端に後方の機体の前
端が嵌入して、相互の嵌合部で屈曲可能としたオープン
シールド機において、後方の機体の前端外周に幅方向に
丸鋼を配設し、この丸鋼を介して前方の機体の後端内周
と接合することを特徴としたオープンシールド機。1. An open body in which a body consisting of a left and right side wall plate and a bottom plate is divided into a plurality of parts in the front-rear direction, and a front end of a rear body is fitted into a rear end of a front body and can be bent at a mutual fitting part. An open shield machine characterized in that a round bar is arranged in the width direction on the outer periphery of the front end of the rear body in the shield machine, and is joined to the inner periphery of the rear end of the front body via the round steel.
剛結状態で取付ける請求項1記載のオープンシールド
機。2. The open shield machine according to claim 1, wherein the round steel is rigidly attached to the front ends of the left and right side walls of the rear body.
よび底板板前端に剛結状態で取付ける請求項1または請
求項2記載のオープンシールド機。3. The open shield machine according to claim 1, wherein the round steel is rigidly attached to the front ends of the left and right side walls and the bottom plate of the rear body.
れも左右側壁板間に梁板を架設して矩形の機体とし、丸
鋼は、後方の機体の左右側壁板前端、底板板前端および
梁板にこれらを外側から囲むように剛結状態で取付ける
請求項1乃至請求項3のいずれかに記載のオープンシー
ルド機。4. Each of the fitting portions of the front body and the rear body has a rectangular body with a beam plate provided between the left and right side walls, and the round steel is formed by a front end of the left and right side walls of the rear body and a bottom plate. The open shield machine according to any one of claims 1 to 3, wherein the open shield machine is attached to the front end and the beam plate so as to surround them from outside.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25138796A JP2952326B2 (en) | 1996-09-24 | 1996-09-24 | Open shield machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25138796A JP2952326B2 (en) | 1996-09-24 | 1996-09-24 | Open shield machine |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1096234A true JPH1096234A (en) | 1998-04-14 |
JP2952326B2 JP2952326B2 (en) | 1999-09-27 |
Family
ID=17222092
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25138796A Expired - Lifetime JP2952326B2 (en) | 1996-09-24 | 1996-09-24 | Open shield machine |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2952326B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20230013454A (en) * | 2021-07-19 | 2023-01-26 | 고천석 | A method of open cut excavation tunnel using a messer plate |
-
1996
- 1996-09-24 JP JP25138796A patent/JP2952326B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20230013454A (en) * | 2021-07-19 | 2023-01-26 | 고천석 | A method of open cut excavation tunnel using a messer plate |
Also Published As
Publication number | Publication date |
---|---|
JP2952326B2 (en) | 1999-09-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP5781574B2 (en) | Starting reaction device for open shield machine | |
JP5529087B2 (en) | Press bar of open shield machine | |
JP5231508B2 (en) | Open shield machine | |
JP2952326B2 (en) | Open shield machine | |
JP2587312B2 (en) | Underground structure installation method | |
JP2001303553A (en) | Underground continuous wall and its construction method | |
JP2007077587A (en) | Method of constructing underground structure | |
JP5989863B1 (en) | Open shield machine | |
JP5960785B2 (en) | Concrete box for open shield method | |
JP6646630B2 (en) | Open shield machine | |
JP7025375B2 (en) | Open shield machine | |
JP6993384B2 (en) | Starting reaction force structure and method of concrete box or open shield machine | |
JP2857995B2 (en) | Messel shield machine | |
JP2657731B2 (en) | Open shield method and open shield machine | |
JPH0762436B2 (en) | Open shield method | |
JP6104991B2 (en) | Open shield machine | |
JP2013256832A (en) | Open shield machine | |
JP2759416B2 (en) | Open shield machine | |
JP2982059B2 (en) | Open pit method | |
JP6571717B2 (en) | Open shield machine | |
JP2004183449A (en) | Open shield machine | |
JP6307134B2 (en) | Open shield machine | |
JP2657733B2 (en) | Open shield method and open shield machine | |
JP2540440B2 (en) | Open shield method | |
JP6353431B2 (en) | Friction cut plate joining method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080716 Year of fee payment: 9 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090716 Year of fee payment: 10 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100716 Year of fee payment: 11 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100716 Year of fee payment: 11 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110716 Year of fee payment: 12 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130716 Year of fee payment: 14 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130716 Year of fee payment: 14 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140716 Year of fee payment: 15 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
EXPY | Cancellation because of completion of term |