JP2002070474A - Method and device for starting branched shield by shield machine - Google Patents

Method and device for starting branched shield by shield machine

Info

Publication number
JP2002070474A
JP2002070474A JP2000264814A JP2000264814A JP2002070474A JP 2002070474 A JP2002070474 A JP 2002070474A JP 2000264814 A JP2000264814 A JP 2000264814A JP 2000264814 A JP2000264814 A JP 2000264814A JP 2002070474 A JP2002070474 A JP 2002070474A
Authority
JP
Japan
Prior art keywords
shield
branch
cutter
shaft
starting
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
JP2000264814A
Other languages
Japanese (ja)
Other versions
JP3622954B2 (en
Inventor
Kunihiro Nagamori
森 邦 博 永
Takashi Mitsui
井 隆 三
Tetsuya Sasaki
哲 也 佐々木
Katsumi Inomata
又 勝 美 猪
Hiromasa Igarashi
寛 昌 五十嵐
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP2000264814A priority Critical patent/JP3622954B2/en
Publication of JP2002070474A publication Critical patent/JP2002070474A/en
Application granted granted Critical
Publication of JP3622954B2 publication Critical patent/JP3622954B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method and a device for starting a shield, enable the branched shield to be directly started from a main tunnel without constructing a shaft. SOLUTION: A shield machine (1) is made to advance for excavation by being provided with a cutter having a diameter contracting means enabling the excavation of the main tunnel and the branched pit. When the shield machine (1) arrives at a prescribed branched position of the main tunnel, the diameter of the cutter is contracted, a cutter driving part (7) is retreated and retracted into the shield machine (1), the shutter (4) of the front face is closed, the driving part (7) is rotated toward a branched start direction, the skin plate (17) of the main tunnel shield is pulled out into the pit, and the driving part (7) is started as a branched shield machine.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、分岐坑が本坑より
小径であり、シールド本坑より分岐シールドを直接発進
できるシールド掘進機(以下、シールド機と記す)によ
る分岐シールドの発進方法及びその装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of starting a branch shield using a shield excavator (hereinafter referred to as a shield machine) in which a branch mine has a smaller diameter than the main mine and can directly start a branch shield from the shield main mine. Related to the device.

【0002】[0002]

【従来の技術】トンネルを直角或いはそれに近い角度に
分岐させるためには、シールド機を中間或いは到達立坑
に到達させ、同じ、もしくは別のシールド機の角度をそ
の立坑を利用して変えて再発進させる技術は知られてい
る。そして、その立坑は分岐部分に地上より構築する必
要がある。
2. Description of the Related Art In order to fork a tunnel at a right angle or an angle close thereto, a shield machine is reached to an intermediate or reaching shaft, and the angle of the same or another shield machine is changed by using the shaft to restart. Techniques for causing this are known. And it is necessary to build the shaft in the branch part from the ground.

【0003】また最近では、回転立坑を用いないで連続
施工を可能にする球体シールド工法や、本坑シールド機
に分岐シールド機を組み込んだ地下茎工法などが提案さ
れている。
[0003] Recently, a spherical shield construction method that enables continuous construction without using a rotating shaft, and an underground stalk construction method in which a branch shield machine is incorporated in a main shaft shield machine have been proposed.

【0004】立坑と横坑の施工に際しては、立坑を地中
に向けてシートパイル等で土留めを行いながら掘削した
後、立坑内にシールド機を投入し、そこから横方向に横
坑を掘削するのが一般的であリ、これに関しても、立坑
・横坑を一台の掘削機で施工可能な球体シールド工法が
提案されている。
When constructing a shaft and a horizontal shaft, the shaft is excavated while retaining the ground with a sheet pile or the like while facing the ground, and then a shield machine is inserted into the shaft, and the horizontal shaft is excavated from there. In general, a spherical shield method has been proposed in which a vertical shaft and a horizontal shaft can be constructed with a single excavator.

【0005】[0005]

【発明が解決しようとする課題】上記の技術において
は、発進や分岐する位置に立坑を構築する場合、掘削用
の専用機械が必要となり、作業も複雑であり、工期や用
地の取得等の問題と共に費用が嵩むことになる。
In the above-mentioned technology, when a shaft is constructed at a position where the vehicle starts and branches, a dedicated machine for excavation is required, the work is complicated, and problems such as construction period and land acquisition are required. In addition, the cost increases.

【0006】また、地下茎工法では本坑用シールド機と
は別のシールド機を用意する必要があるという問題があ
る。
In addition, the rhizome construction method has a problem that a shield machine different from the shield machine for the main shaft needs to be prepared.

【0007】したがって、本発明は、立坑を設けないで
分岐シールド機を本坑とは異なる方向に発進させること
が出来、かつ、本坑用シールド機と別にシールド機を必
要としないシールド機による分岐シールドの発進方法及
びその装置を提供することを目的としている。
Therefore, according to the present invention, it is possible to start a branch shield machine in a direction different from that of a main shaft without providing a shaft, and to branch by a shield machine that does not require a shield machine separately from a shield machine for a main shaft. It is an object of the present invention to provide a method and an apparatus for starting a shield.

【0008】[0008]

【課題を解決するための手段】本発明のシールド掘進機
による分岐シールドの発進方法によれば、シールド本坑
より分岐シールドを直接発進させるシールド掘進機によ
る分岐シールドの発進方法において、シールド掘進機に
本坑および分岐坑の掘削可能な縮径手段を有するカッタ
を取り付けて掘進し、本坑の所定分岐位置に到達したら
カッタを縮径しカッタ駆動部を後退させてシールド掘進
機内に引き込み、前面のシャタを閉じ、カッタ駆動部を
分岐発進方向に向け回動し、本坑シールドのスキンプレ
ートの分岐発進部分を坑内に引き抜き、カッタ駆動部を
分岐シールド機として発進させる。
According to the method for starting a branch shield by a shield machine according to the present invention, a method for starting a branch shield by a shield machine in which a branch shield is started directly from a shield main shaft is provided. Attaching a cutter having a diameter reduction means capable of excavating the main shaft and branch shaft, excavating, when reaching a predetermined branch position of the main shaft, reducing the diameter of the cutter, retreating the cutter drive unit, drawing into the shield excavator, The shutter is closed, the cutter drive unit is turned in the branch start direction, the branch start portion of the skin plate of the main shaft shield is pulled out into the mine, and the cutter drive unit is started as a branch shield machine.

【0009】本発明のシールド掘進機による分岐シール
ドの発進装置によれば、シールド本坑より分岐シールド
を直接発進させる分岐シールドの発進装置において、シ
ールド掘進機には本坑および分岐坑の掘削可能な縮径手
段を有するカッタを取り付け、そのカッタの駆動部をシ
ールド軸方向に摺動自在かつ発進方向に向け回動可能に
構成し、カッタ駆動部を引き込み時にその前面を遮断す
るシャッタを設け、スキンプレートの分岐シールド分岐
発進部には坑内に引き抜き可能なシャッタを設けてい
る。
According to the branch shield starting device using the shield machine of the present invention, in the branch shield starting device for directly starting the branch shield from the shield main shaft, the shield machine can excavate the main shaft and the branch shaft. Attach a cutter having a diameter reducing means, configure a drive unit of the cutter so as to be slidable in a shield axis direction and rotatable in a start direction, and provide a shutter for blocking a front surface of the cutter drive unit when the cutter drive unit is retracted. A shutter that can be pulled out into the mine is provided at the branch shield branch start portion of the plate.

【0010】前記カッタの縮径手段としては、本坑が円
形の場合には、分岐シールド掘削用のオーバカッタに大
径のカッタリングを取り付けて本坑を掘進し、分岐シー
ルド掘削の際には、カッタリングを分離(置き去りに)
するのが好ましい。また、本坑・分岐坑共に矩形の場合
には、オーバカッタを用いて掘削するのが好ましく、必
要であれば分岐坑の掘進に際し、スポークを短縮してオ
ーバカッタを組み込む改造工事を行うのが好ましい。
As a means for reducing the diameter of the cutter, when the main pit is circular, a large-diameter cutter ring is attached to an overcutter for excavating the branch shield, and the main pit is dug. Separating cutters (leave them away)
Is preferred. When both the main shaft and the branch shaft are rectangular, it is preferable to perform excavation using an overcutter. If necessary, it is preferable to perform a remodeling work to shorten the spokes and incorporate the overcutter when excavating the branch shaft.

【0011】[0011]

【発明の実施の形態】図1は、本発明を実施したシール
ド機の構成を示す側断面図(図3のB−B断面図)であ
り、本坑シールド及び分岐シールドが共に円形断面であ
る場合の一実施形態を示している。
FIG. 1 is a side sectional view (BB sectional view of FIG. 3) showing a configuration of a shield machine embodying the present invention, wherein both a main shaft shield and a branch shield have circular cross sections. An embodiment of the case is shown.

【0012】シールド機1のスキンプレート2の隔壁3
は円形状の孔3a(図3参照)が設けられており、その
後面(図の右側)には詳細は図示しないシール手段15
を介して円筒状に形成された外ガイド5が図示を省略し
ている垂直軸を有するベース部に取り付けられ、そのベ
ース部はスキンプレート2の内側にスキンプレート軸方
向(図の左右方向)に移動自在に取り付けられている。
Partition wall 3 of skin plate 2 of shield machine 1
Is provided with a circular hole 3a (see FIG. 3), and a sealing means 15 (not shown in detail)
An outer guide 5 formed in a cylindrical shape is attached to a base portion having a vertical axis (not shown) through the base, and the base portion is provided inside the skin plate 2 in the skin plate axial direction (the left-right direction in the figure). It is mounted movably.

【0013】また、その外ガイド5の内側には分岐シー
ルド機の前胴スキンプレートとなる内ガイド6が摺動自
在に挿入され、その内ガイド6の内側にはメインシール
ドカッタ8を駆動する駆動部7が取り付けられたフレー
ム7aが摺動自在に取り付けられ、駆動部7がシールド
軸方向に摺動自在かつ前記垂直軸まわりに発進方向に向
け回動可能に構成されている。ここで、符号5a、6a
はそれぞれストッパを示している。なお、符号4は、駆
動部7が後退時(図7参照)に隔壁3の孔3を閉じるシ
ャッタを示している。
An inner guide 6 serving as a front body skin plate of the branch shield machine is slidably inserted inside the outer guide 5, and a drive for driving a main shield cutter 8 is inserted inside the inner guide 6. The frame 7a to which the portion 7 is attached is slidably attached, and the driving portion 7 is configured to be slidable in the shield axis direction and rotatable around the vertical axis in the starting direction. Here, reference numerals 5a and 6a
Indicates a stopper. Reference numeral 4 denotes a shutter that closes the hole 3 of the partition wall 3 when the drive unit 7 moves backward (see FIG. 7).

【0014】その駆動部7の軸7bにはメインシールド
カッタ8が固着されており、図3を参照して、そのメイ
ンシールドカッタ8のスポーク8aに設けられたオーバ
カッタ8bを介してカッタリング9のスポーク9aがロ
ックされている。
A main shield cutter 8 is fixed to a shaft 7b of the drive unit 7. Referring to FIG. 3, a cutter ring 9 is provided via an over cutter 8b provided on a spoke 8a of the main shield cutter 8. The spoke 9a is locked.

【0015】スキンプレート2の後端部には公知技術で
ある推進ジャッキ11、テールシール13が設けられ、
セグメント12が組みつけられている。ここで、符号1
0はスクリューコンベアを示している。
At the rear end of the skin plate 2, a propulsion jack 11 and a tail seal 13, which are well-known techniques, are provided.
A segment 12 is assembled. Here, code 1
0 indicates a screw conveyor.

【0016】図2は図1のA−A断面図であり、スキン
プレート2から分岐シールド機として内ガイド6を発進
させる位置(分岐発進部)には内ガイド6が貫通可能な
大きさの孔20が設けられており、その孔20にはシャ
ッタ17が詳細は図示しないシール手段18を介して内
側から引き抜き可能に取り付けられている。
FIG. 2 is a cross-sectional view taken along the line AA of FIG. 1. A hole having a size through which the inner guide 6 can penetrate is provided at a position (branch start portion) where the inner guide 6 starts as a branch shield machine from the skin plate 2. A shutter 17 is attached to the hole 20 so that the shutter 17 can be pulled out from the inside through sealing means 18 (not shown in detail).

【0017】以下、図4〜図14を参照して、分岐シー
ルド機(内ガイド6)発進までの各工程について説明す
る。図4は、本坑シールドの所定位置にシールド機1が
到達した態様を示し、まず、メインシールドカッタ8を
停止し、そのオーバカッタ8bをメインシールドカッタ
8のスポーク8aに引き込み、カッタリング9をメイン
シールドカッタ8から分離し、スクリューコンベエア1
0の吐出口を閉じる(第1工程)。
Referring now to FIGS. 4 to 14, the steps up to the start of the branch shield machine (inner guide 6) will be described. FIG. 4 shows a mode in which the shield machine 1 has reached a predetermined position of the main shaft shield. First, the main shield cutter 8 is stopped, the overcutter 8b is drawn into the spokes 8a of the main shield cutter 8, and the cutter ring 9 is moved to the main position. Separate from shield cutter 8 and screw conveyor 1
The 0 outlet is closed (first step).

【0018】ついで、図5を参照して、フレーム7aを
ジャッキ等で内ガイド6のストッパ6aに当接するまで
移動し、メインシールドカッタ駆動部7(以下駆動部7
と記載)とメインシールドカッタ8とを引き込む。な
お、この場合、内ガイド6とフレーム7aとの間はシー
ル手段により止水されている(第2工程)。
Next, referring to FIG. 5, the frame 7a is moved by a jack or the like until it comes into contact with the stopper 6a of the inner guide 6, and the main shield cutter driving unit 7 (hereinafter referred to as the driving unit 7) is moved.
And the main shield cutter 8 are retracted. In this case, the space between the inner guide 6 and the frame 7a is stopped by the sealing means (second step).

【0019】図6を参照して、内ガイド6を外ガイド5
のストッパ5aに当接するまで引き込み(矢印参照)、
シャッタ4の作動を可能とする。内ガイド6と外ガイド
5との間は上記と同様にシール手段により止水されてい
る(第3工程)。
Referring to FIG. 6, inner guide 6 is connected to outer guide 5.
Until it comes into contact with the stopper 5a (see arrow).
The operation of the shutter 4 is enabled. Water between the inner guide 6 and the outer guide 5 is stopped by the sealing means in the same manner as described above (third step).

【0020】図7を参照して、シャッタ4を隔壁3の後
面に下げて隔壁3を閉じ、メインシールドカッタ8を隔
壁前方のチャンバーと遮断する(第4工程)。
Referring to FIG. 7, shutter 4 is lowered to the rear surface of partition 3 to close partition 3, and main shield cutter 8 is shut off from the chamber in front of the partition (fourth step).

【0021】図8を参照して、シャッタ4の土圧による
変形と出水とを防止するために、隔壁3とシャッタ4の
前面に固化材30を充填し、スクリュー10の一部とシ
ールドジャッキ11とを撤去する(第5工程)。
Referring to FIG. 8, in order to prevent the deformation of the shutter 4 due to the earth pressure and the occurrence of water discharge, the partition wall 3 and the front surface of the shutter 4 are filled with a solidifying material 30 and a part of the screw 10 and the shield jack 11 are formed. Are removed (fifth step).

【0022】図9を参照して、外ガイド5(エントラン
ス部)を隔壁3から分離して後退させ、図示しない垂直
軸と共に内方(図の右側)の分岐シールドの発進位置ま
で移動する(第6工程)。
Referring to FIG. 9, the outer guide 5 (entrance portion) is separated from the partition wall 3 and retracted, and is moved together with a vertical axis (not shown) to the start position of the inner (right side in the figure) branch shield (the first position). 6 steps).

【0023】図10を参照して、シールド機1内で、外
ガイド5を垂直軸回りに回転して(図示の例では90
°)分岐シールド機の発進方向に外ガイド5を向ける
(第7工程)。
Referring to FIG. 10, in the shield machine 1, the outer guide 5 is rotated about a vertical axis (90 in the illustrated example).
°) Orient the outer guide 5 in the starting direction of the branch shield machine (seventh step).

【0024】以降の説明を容易にするため、図10のX
−X断面図である図11を参照して、駆動部7のフレー
ム7aを内ガイド6に符号22で示す位置で溶接し、内
ガイド6の端部に推進ジャッキ23、バックトラス24
を組み付け、外ガイド5を分岐シールド機の発進方向
(図の下方)に移動してスキンプレート2の内側に溶接
等で固定する(第8工程)。
To facilitate the following description, X in FIG.
11, the frame 7a of the drive unit 7 is welded to the inner guide 6 at a position indicated by reference numeral 22, and a propulsion jack 23 and a back truss 24 are attached to the end of the inner guide 6.
Then, the outer guide 5 is moved in the starting direction of the branch shield machine (downward in the figure) and fixed to the inside of the skin plate 2 by welding or the like (eighth step).

【0025】図12を参照して、スキンプレート2に予
め設けられているシャッタ17を坑内に引き抜き、推進
ジャッキ23で内ガイド6を分岐方向に掘進し、内ガイ
ド6が十分に外ガイド5と係合している状態で停止する
(第9工程)。
Referring to FIG. 12, the shutter 17 provided in advance on the skin plate 2 is pulled out into the pit, and the inner guide 6 is dug in the branching direction by the propulsion jack 23, so that the inner guide 6 is sufficiently in contact with the outer guide 5. Stop in the engaged state (ninth step).

【0026】図13を参照して、内ガイド6(分岐シー
ルド機の前胴スキンプレートとなる)の後端に後胴6
c、シールドジャッキ27、テールシール25、スクリ
ューコンベア10等を取り付け、推進ジャッキ23を取
り外す(第10工程)。なお、ここで、図15は、図1
3のY−Y断面図を示している。
Referring to FIG. 13, a rear trunk 6 is attached to the rear end of the inner guide 6 (which becomes the front trunk skin plate of the branch shield machine).
(c) Attach the shield jack 27, the tail seal 25, the screw conveyor 10, etc., and remove the propulsion jack 23 (tenth step). Here, FIG. 15 corresponds to FIG.
3 shows a YY sectional view.

【0027】図14を参照して、仮組セグメント26を
設置して内ガイド6(分岐シールド機)の掘進を再開す
ればよく、以降、従来公知の工程の繰り返しとなる(第
11工程)。
Referring to FIG. 14, the temporary assembly segment 26 may be installed and the excavation of the inner guide 6 (branch shield machine) may be resumed. Thereafter, the conventionally known steps are repeated (eleventh step).

【0028】図16は、本発明の別の実施形態である本
坑が円形、分岐坑が矩形である場合の例を示している。
図17を参照して、内ガイド6と外ガイド5とが矩形に
構成され、メインシールドカッタ38に矩形シールド機
用のオーバカッタ38bが用いられており、カッタリン
グ9とのロック解除手段の詳細を除き、第1の実施形態
と同様に構成されている。
FIG. 16 shows another embodiment of the present invention in which the main shaft is circular and the branch shaft is rectangular.
Referring to FIG. 17, the inner guide 6 and the outer guide 5 are formed in a rectangular shape, an overcutter 38b for a rectangular shield machine is used for the main shield cutter 38, and details of a means for unlocking the cutter ring 9 are described. Except for this, the configuration is the same as that of the first embodiment.

【0029】図18は、本発明の他の実施形態である本
坑、分岐坑が何れも矩形である場合の例を示している。
本坑のシールドも矩形に構成され、本坑、分岐坑共オー
バカッタ38bを用いて掘削し、分岐シールド機発進前
にカッタスポークを短縮してオーバカッタの組み込み改
造工事を行う。
FIG. 18 shows another embodiment of the present invention in which the main shaft and the branch shaft are both rectangular.
The shield of the main shaft is also formed in a rectangular shape, and the main shaft and the branch shaft are excavated by using the overcutter 38b, and before the branch shield machine starts, the cut-spoke is shortened and the retrofitting work of the overcutter is performed.

【0030】[0030]

【発明の効果】本発明は、以上説明した通り構成されて
おり、以下の優れた効果を奏することができる。 (1) 本坑シールドと別に立坑を構築することなく分
岐シールドを所望の方向に直接発進させることが出来
る。 (2) 本坑シールドと分岐シールドとの断面形状(円
形/矩形)の組み合わせを自由に選択することが出来
る。 (3) 従って、短い工期で、安全に、安価に分岐トン
ネルを掘削することができる。
The present invention is configured as described above, and can provide the following excellent effects. (1) The branch shield can be directly started in a desired direction without constructing a shaft separately from the main shaft shield. (2) A combination of cross-sectional shapes (circular / rectangular) of the main shaft shield and the branch shield can be freely selected. (3) Therefore, the branch tunnel can be excavated safely and inexpensively with a short construction period.

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

【図1】本発明の一実施形態を示すシールド掘削機の側
断面図。
FIG. 1 is a side sectional view of a shield excavator showing one embodiment of the present invention.

【図2】図1のA−A断面図。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図1の正面図。FIG. 3 is a front view of FIG. 1;

【図4】分岐シールド発進作業の第1工程を示す図。FIG. 4 is a diagram showing a first step of a branch shield starting operation.

【図5】分岐シールド発進作業の第2工程を示す図。FIG. 5 is a diagram showing a second step of the branch shield starting operation.

【図6】分岐シールド発進作業の第3工程を示す図。FIG. 6 is a view showing a third step of the branch shield starting operation.

【図7】分岐シールド発進作業の第4工程を示す図。FIG. 7 is a diagram showing a fourth step of the branch shield starting operation.

【図8】分岐シールド発進作業の第5工程を示す図。FIG. 8 is a diagram showing a fifth step of the branch shield starting operation.

【図9】分岐シールド発進作業の第6工程を示す図。FIG. 9 is a view showing a sixth step of the branch shield starting operation.

【図10】分岐シールド発進作業の第7工程を示す図。FIG. 10 is a diagram showing a seventh step of the branch shield starting operation.

【図11】分岐シールド発進作業の第8工程を示す図。FIG. 11 is a diagram showing an eighth step of the branch shield starting operation.

【図12】分岐シールド発進作業の第9工程を示す図。FIG. 12 is a view showing a ninth step of the branch shield starting operation.

【図13】分岐シールド発進作業の第10工程を示す
図。
FIG. 13 is a diagram showing a tenth step of the branch shield starting operation.

【図14】分岐シールド発進作業の第11工程を示す
図。
FIG. 14 is a diagram showing an eleventh step of the branch shield starting operation.

【図15】図13のY−Y断面図。FIG. 15 is a sectional view taken along line YY of FIG. 13;

【図16】本発明の別の実施形態を示すシールド機の正
面図。
FIG. 16 is a front view of a shield machine showing another embodiment of the present invention.

【図17】図16の側断面図。FIG. 17 is a side sectional view of FIG. 16;

【図18】本発明の他の実施形態を示すシールド機の正
面図。
FIG. 18 is a front view of a shield machine showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

2・・・スキンプレート 3・・・隔壁 4・・・シャッタ 5・・・内ガイド 6・・・外ガイド 6c・・・後胴 7・・・駆動部 8・・・メインシールドカッタ 9・・・カッタリング 10・・・スクリューコンベア 11、27・・・シールドジャッキ 13、25・・・テールシール 2 ... Skin plate 3 ... Partition wall 4 ... Shutter 5 ... Inner guide 6 ... Outer guide 6c ... Rear trunk 7 ... Driver 8 ... Main shield cutter 9 ...・ Cuttering 10 ・ ・ ・ Screw conveyor 11,27 ・ ・ ・ Shield jack 13,25 ・ ・ ・ Tail seal

───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐々木 哲 也 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 (72)発明者 猪 又 勝 美 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 (72)発明者 五十嵐 寛 昌 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 Fターム(参考) 2D054 AA03 AC01 AD07 EA07 EA09 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Tetsuya Sasaki 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Katsumi Inomata 1-chome Moto-Akasaka, Minato-ku, Tokyo 2-7 Kashima Construction Co., Ltd. (72) Inventor Hiromasa Igarashi 2-7 Motomoto Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. F-term (reference) 2D054 AA03 AC01 AD07 EA07 EA09

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 シールド本坑より分岐シールドを直接発
進させる分岐シールドの発進方法において、シールド掘
進機に本坑および分岐坑の掘削可能な縮径手段を有する
カッタを取り付けて掘進し、本坑の所定分岐位置に到達
したらカッタを縮径しカッタ駆動部を後退させてシール
ド掘進機機内に引き込み、前面のシャタを閉じ、カッタ
駆動部を分岐発進方向に向け回動し、本坑シールドのス
キンプレートの分岐発進部を坑内に引き抜き、カッタ駆
動部を分岐シールドとして発進させることを特徴とする
シールド掘進における分岐シールドの発進方法。
1. A method for starting a branch shield, in which a branch shield is directly started from a shield main shaft, wherein a cutter having a diameter reduction means capable of excavating the main shaft and the branch shaft is attached to a shield machine, and the shield shaft is excavated. When reaching the predetermined branch position, the cutter is reduced in diameter, the cutter drive unit is retracted, retracted into the shield excavator, the front shutter is closed, the cutter drive unit is turned in the branch start direction, and the skin plate of the main shaft shield A method for starting a branch shield in shield excavation, wherein the branch start part is pulled out into a mine and the cutter driving part is started as a branch shield.
【請求項2】 シールド本坑より分岐シールドを直接発
進させる分岐シールドの発進装置において、シールド掘
進機には本坑および分岐坑の掘削可能な縮径手段を有す
るカッタを取り付け、そのカッタの駆動部をシールド軸
方向に摺動自在かつ発進方向に向け回動可能に構成し、
カッタ駆動部を引き込み時にその前面を遮断するシャッ
タを設け、スキンプレートの分岐シールド分岐発進部に
は坑内に引き抜き可能なシャッタを設けていることを特
徴とする分岐シールドの発進装置。
2. A branch shield starting device for directly starting a branch shield from a shield main shaft, wherein a shield excavator is provided with a cutter having a diameter reduction means capable of excavating the main shaft and the branch shaft, and a driving unit of the cutter. Slidably in the shield axis direction and rotatable in the starting direction,
A launching device for a branch shield, comprising: a shutter for blocking a front surface of the cutter driving unit when the cutter driving unit is retracted; and a shutter that can be pulled out into a mine at a branch shield branch launching unit of the skin plate.
JP2000264814A 2000-09-01 2000-09-01 Branch shield start method and apparatus using shield machine Expired - Fee Related JP3622954B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000264814A JP3622954B2 (en) 2000-09-01 2000-09-01 Branch shield start method and apparatus using shield machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000264814A JP3622954B2 (en) 2000-09-01 2000-09-01 Branch shield start method and apparatus using shield machine

Publications (2)

Publication Number Publication Date
JP2002070474A true JP2002070474A (en) 2002-03-08
JP3622954B2 JP3622954B2 (en) 2005-02-23

Family

ID=18752173

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000264814A Expired - Fee Related JP3622954B2 (en) 2000-09-01 2000-09-01 Branch shield start method and apparatus using shield machine

Country Status (1)

Country Link
JP (1) JP3622954B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113704930A (en) * 2021-10-26 2021-11-26 北京城建集团有限责任公司 Three-dimensional large-echelon space arrangement design method for shield cutter

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113704930A (en) * 2021-10-26 2021-11-26 北京城建集团有限责任公司 Three-dimensional large-echelon space arrangement design method for shield cutter
CN113704930B (en) * 2021-10-26 2022-01-25 北京城建集团有限责任公司 Three-dimensional large-echelon space arrangement design method for shield cutter

Also Published As

Publication number Publication date
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