JP2001254599A - Segment's complete roundness maintaining device for shield excavator - Google Patents

Segment's complete roundness maintaining device for shield excavator

Info

Publication number
JP2001254599A
JP2001254599A JP2000067561A JP2000067561A JP2001254599A JP 2001254599 A JP2001254599 A JP 2001254599A JP 2000067561 A JP2000067561 A JP 2000067561A JP 2000067561 A JP2000067561 A JP 2000067561A JP 2001254599 A JP2001254599 A JP 2001254599A
Authority
JP
Japan
Prior art keywords
segment
shield machine
adjusting
adjusting screw
ground plate
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.)
Pending
Application number
JP2000067561A
Other languages
Japanese (ja)
Inventor
Jun Ikeda
純 池田
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.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery Co Ltd
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 Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP2000067561A priority Critical patent/JP2001254599A/en
Publication of JP2001254599A publication Critical patent/JP2001254599A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a segment's complete roundness maintaining device for a shield excavator which easily maintains complete roundness of a segment support structure body even if the inside diameter of the segment support structure body changes. SOLUTION: Outside a beam 4 whose both ends are pressed and expanded by an expanding jack 13, a plurality of adjusters 5 are provided which comprise a rod-like adjusting screw 7 for adjusting radial position of a segment 2 of a contact plate 6 relative to an inside peripheral surface, a handle 8 which is engaged with the adjusting screw 7 and can be manually operated, and a regulating block 10 which is fixed to the beam 4 and regulates the radial position of the handle 8.

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】本発明はシールド掘進機の後
方に配設され、掘削坑の内周面の全面に亘って組み付け
られたセグメント群を押し拡げて該形状が真円となるよ
うに保持するシールド掘進機のセグメント真円保持装置
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is arranged behind a shield machine, and pushes and expands a group of segments assembled over the entire inner peripheral surface of an excavation pit so as to hold the shape of the excavator in a perfect circle. The present invention relates to a segment roundness holding device for a shield machine.

【0002】[0002]

【従来の技術】シールド掘進機による坑道掘削工事では
一般に掘削坑の補強のためにセグメントと称せられるコ
ンクリート製の湾曲支持板をセグメント組立装置で掘削
坑の周面方向に組み付けて支持構造体を構築する。この
ように、セグメントは掘削坑の内面を支持する支持構造
体を構成する重量物なので、掘削坑の径が大きくなる
と、掘削坑の内面に組み付けられたセグメント群の重量
も大きくなり、天井側のセグメントが垂れ下がって所定
の円形の支持構造形状にならない。このように、セグメ
ントの支持構造形状が乱れると、既設のセグメントと新
設のセグメントとの位置ずれが大きくなってボルトによ
る両者の締結が困難になる。
2. Description of the Related Art In a tunnel excavation work using a shield machine, a curved support plate made of concrete, which is generally referred to as a segment, is assembled in a circumferential direction of the excavation pit using a segment assembling apparatus to construct a support structure. I do. As described above, since the segments are heavy objects that constitute the support structure that supports the inner surface of the digging pit, as the diameter of the digging pit increases, the weight of the segments assembled on the inner surface of the digging pit also increases, and the ceiling side The segments do not sag to the desired circular support structure shape. When the shape of the support structure of the segments is disturbed in this way, the positional deviation between the existing segment and the new segment increases, and it becomes difficult to fasten the two with bolts.

【0003】そこで、従来は例えば、特開平8−109
796号公報に開示されているように、シールド掘進機
のセグメント組立装置の後方に、上下部にそれぞれ配設
され、掘削坑の内径に等しい径を有した一対の円弧状の
梁を左右一対の拡張用ジャッキにより上下方向に押し広
げることにより、セグメントの支持構造形状が真円状と
なるように補正する真円保持装置を設けていた。
Therefore, conventionally, for example, Japanese Patent Application Laid-Open No. 8-109
As disclosed in Japanese Patent Application Publication No. 796, a pair of left and right arc-shaped beams having a diameter equal to the inner diameter of the excavation pit are disposed at the upper and lower portions behind the segment assembling apparatus of the shield machine. There has been provided a perfect circle holding device for correcting the shape of the support structure of the segment to be a perfect circle by pushing up and down by the expansion jack.

【0004】[0004]

【発明が解決しようとする課題】ところで、掘削坑内に
横穴を穿設したり、湾曲坑となる部位ではセグメントの
厚みが変化する。このような場合に、支持構造体の内径
の変化に対応するために、梁の表面に貼設されるポリウ
レタン製の曲面状の接地板と梁との間に厚みを調整する
ための調厚部材を介装して接地板がセグメント表面に当
接し得るようにしていた。
By the way, the thickness of a segment changes in a portion where a horizontal hole is formed in a drilling pit or a curved pit is formed. In such a case, in order to cope with a change in the inner diameter of the support structure, a thickness adjusting member for adjusting the thickness between the beam and the curved grounding plate made of polyurethane attached to the surface of the beam. The ground plate can be brought into contact with the surface of the segment.

【0005】この調厚部材は重量物であるセグメントを
上方に押し上げる梁の作用部位に設けられるものである
ので、その応力に耐えられるように、鋼板等の剛性部材
が用いられる。そして、この調厚部材は作業員の手作業
によって梁の表面にボルト止めされる。このように、セ
グメントの厚さはその構築場所の状況により変わること
があるため、セグメントの厚さが変化する場合に対処す
るためには、厚さが異なる多数の調厚部材を予め用意し
なければならず、設備投資費用が掛り、しかも、調厚部
材の稼働効率が悪い。
[0005] Since the thickness adjusting member is provided at the working portion of the beam that pushes up the heavy segment, a rigid member such as a steel plate is used to withstand the stress. Then, the thickness adjusting member is bolted to the surface of the beam by a manual operation of an operator. As described above, since the thickness of the segment may vary depending on the condition of the construction site, in order to cope with the case where the thickness of the segment varies, a large number of thickness control members having different thicknesses must be prepared in advance. In addition, capital investment costs are incurred, and the operation efficiency of the thickened member is poor.

【0006】また、上側の梁の表面に調厚部材を取り付
ける作業は、調厚部材が重量物であり、作業場所も高い
位置になるので、重労働で時間も掛り、危険を伴う作業
となっていた。なお、一対の梁を伸縮動作させる一対の
拡張用ジャッキの最大伸長量を増大させると共に伸長量
を制御することにより、支持構造体の内径の変化に対応
させることも考えられるが、拡張ジャッキの伸長量を精
密に制御することは実際にはかなり難しい。本発明は従
来技術におけるかかる問題点を解消すべく為されたもの
であり、セグメント支持構造体の内径が変化することが
あっても、セグメント支持構造体の形状を容易に真円に
保持することができるシールド掘進機のセグメント真円
保持装置を提供することを目的とする。
[0006] In addition, the work of attaching the thickening member to the surface of the upper beam is a heavy work, which takes a lot of time and is dangerous because the thickening member is heavy and the work place is at a high position. Was. In addition, it is conceivable to increase the maximum extension amount of the pair of extension jacks for expanding and contracting the pair of beams and control the extension amount so as to cope with a change in the inner diameter of the support structure. Precisely controlling the amount is actually quite difficult. The present invention has been made in order to solve such a problem in the related art, and it is possible to easily maintain the shape of the segment support structure in a perfect circle even when the inner diameter of the segment support structure changes. It is an object of the present invention to provide a segment perfect circle holding device of a shield machine capable of performing the following.

【0007】[0007]

【課題を解決するための手段】本発明は上記課題を解決
するために、設置板の径方向への移動量を調整する調整
手段を、梁の周方向に所定間隔をおいて複数個設けたも
のであり、好ましくは、前記調整手段は一端が接地板に
係止され、周面にねじ溝が設けられた棒状の調整ねじ
と、この調整ねじに螺合されて手で操作可能なハンドル
と、梁に固定されてハンドルの径方向位置を規制する規
制部材とを具えており、接地板は回転継手を介して回動
自在に調整ねじの一端に連結されるようにしたものであ
る。
According to the present invention, in order to solve the above-mentioned problems, a plurality of adjusting means for adjusting the amount of movement of the installation plate in the radial direction are provided at predetermined intervals in the circumferential direction of the beam. Preferably, the adjusting means has a rod-shaped adjusting screw one end of which is locked to a ground plate and a thread groove is provided on a peripheral surface, and a handle which is screwed to the adjusting screw and can be manually operated. And a regulating member fixed to the beam to regulate the radial position of the handle, and the ground plate is rotatably connected to one end of the adjusting screw via a rotary joint.

【0008】[0008]

【発明の実施の形態】以下、図面を参照して本発明の一
実施の形態を詳細に説明する。図1は本発明の実施の形
態に係るシールド掘進機のセグメント真円保持装置の正
面図、図2はこのセグメント真円保持装置を具えたシー
ルド掘進機を側面から見た概略構成を示す模式図、図3
は真円保持装置の外縁部に設けられる外径調整器の正面
図、図4は図3の切断線X−Xに沿った真円保持装置の
要部断面図である。なお、図1においてジャッキカバー
と案内筒は共にこれらを透視した状態のものを描いてい
る。これらの図において、1はシールド掘進機、2は掘
削坑の内面に組み付けられたセグメント、3はシールド
掘進機1本体の後部に設けられ、掘削坑の内面に組み付
けられた天井側のセグメント2を押し上げてセグメント
2群の内径を真円に保持する真円保持装置、4は真円保
持装置3の上下部に上下方向に移動可能に配設され、掘
削坑の内面に沿って略円弧状で断面がエ字状を成す一対
の梁、5は梁4の周方向に沿ってそれぞれ複数個、この
例では5個取り付けられ、掘削坑の内面に組み付けられ
たセグメント2に当接する調整器である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, an embodiment of the present invention will be described in detail with reference to the drawings. FIG. 1 is a front view of a segmented roundness holding device of a shield machine according to an embodiment of the present invention, and FIG. 2 is a schematic diagram showing a schematic configuration of a shielded machine equipped with the segmented roundness holding device as viewed from the side. , FIG.
FIG. 4 is a front view of an outer diameter adjuster provided at an outer edge portion of the perfect circle holding device, and FIG. 4 is a cross-sectional view of a main part of the perfect circular holding device taken along section line XX in FIG. In FIG. 1, both the jack cover and the guide cylinder are shown as seen through. In these figures, 1 is a shield excavator, 2 is a segment assembled on the inner surface of the excavation pit, and 3 is a rear-mounted segment 2 provided on the rear part of the main body of the shield excavator 1 and assembled on the inner surface of the excavation pit. A perfect circle holding device 4 that pushes up and holds the inner diameter of the group of segments 2 in a perfect circle is disposed movably in the vertical direction above and below the perfect circle holding device 3 and has a substantially arc shape along the inner surface of the excavation pit. A pair of beams 5 each having an E-shaped cross section are mounted in a plurality along the circumferential direction of the beam 4, in this example, five beams, and are adjusters that are attached to the segments 2 assembled on the inner surface of the excavation pit. .

【0009】また、4aは梁4の外環状板の外径調整器
5の取付け箇所に周方向に沿って対を成して穿設された
案内孔、6は掘削坑の内面に当接する、鋼板の表面に硬
質ウレタン樹脂を被覆した接地板、7は接地板6に垂直
方向を中心に揺動自在に取り付けられ、円柱状鋼材の外
周面にねじ溝が設けられた調整ねじ、8は調整ねじ7の
先端側に螺合する雌ねじ部が内周面に設けられ、接地板
6の梁4からの径方向位置を調整するためのハンドル、
9は調整ねじ7の基端部側に螺合し、接地板6の径方向
位置が調整された後、その位置を固定するために締め付
けられる締付けナット、10はハンドル8の上下に対峙
するように梁4に固定され、調整ねじ7が遊嵌する円筒
状の規制ブロック、11は接地板6を調整ねじ7に揺動
自在に連結する球面継手、12は接地板6の周方向側の
両端から内周側に垂下するように設けられ、梁4の案内
孔4a内に遊嵌する一対のガイドロッドである。
A guide hole 4a is formed in the outer annular plate of the beam 4 at a place where the outer diameter adjuster 5 is attached in a pair along the circumferential direction, and a guide hole 6 contacts the inner surface of the excavation pit. A grounding plate having a hard urethane resin coated on the surface of a steel plate, an adjusting screw 7 is attached to the grounding plate 6 so as to be swingable about a vertical direction, and a thread groove is provided on an outer peripheral surface of the columnar steel material. A handle for adjusting the radial position of the ground plate 6 from the beam 4, provided with a female screw portion screwed to the distal end side of the screw 7 on the inner peripheral surface;
9 is screwed onto the base end side of the adjusting screw 7, and after the radial position of the ground plate 6 is adjusted, a tightening nut which is tightened to fix the position is fixed. A cylindrical restricting block fixed to the beam 4 and having the adjusting screw 7 loosely fitted therein, 11 is a spherical joint for swingably connecting the ground plate 6 to the adjusting screw 7, 12 is both ends of the ground plate 6 on the circumferential side. And a pair of guide rods that are provided so as to hang from the inner side to the inner side, and are loosely fitted in the guide holes 4 a of the beam 4.

【0010】そして、13は梁4の両端部にそれぞれ係
合して梁4を上下方向に押し広げる拡張用ジャッキ、1
4は一端が拡張用ジャッキ13の底部に固定され、他端
が下側の梁4の両端部にそれぞれ係合して押圧力を伝達
する連結柱、15は連結柱14の周囲を覆う筒状のガイ
ド、16は一端が上側の梁4の両端部にそれぞれ固定さ
れ、拡張用ジャッキ13の周囲を覆うと共にガイド15
が内側に嵌入可能に設けられたカバー、17はシールド
掘進機1本体の躯体を成す支柱、18はシールド掘進機
1本体を推進させるシールドジャッキ、19は一端が支
柱17に固定されて水平方向に延設された架台、20は
真円保持装置3を支持して架台19上を移動可能に設け
られた走行体、21はボトム側が架台19上に固定され
て走行体20を走行駆動する走行ジャッキ、22はセグ
メント2を掘削坑の内面に組み付けるセグメント組付装
置である。
Reference numeral 13 denotes an expansion jack which engages with both ends of the beam 4 and pushes the beam 4 up and down.
Reference numeral 4 denotes a connecting column having one end fixed to the bottom of the expansion jack 13 and the other end engaging with both ends of the lower beam 4 to transmit a pressing force. One end of each of the guides 16 is fixed to both ends of the upper beam 4 so as to cover the periphery of the expansion jack 13 and guide 15.
Is provided so that it can be inserted into the inside, 17 is a column forming the body of the shield machine 1, 18 is a shield jack for propelling the shield machine 1 main body, 19 is one end fixed to the column 17 and horizontally An extended base, 20 is a traveling body that is supported on the gantry 19 while supporting the perfect circle holding device 3, and 21 is a traveling jack whose bottom side is fixed on the gantry 19 and drives the traveling body 20 to travel. , 22 are segment assembling devices for assembling the segments 2 on the inner surface of the excavation pit.

【0011】次に、本実施の形態の動作を説明する。シ
ールド掘進機1は地山を掘削しながらシールドジャッキ
18の伸長動作により推進する。この時、真円保持装置
3は拡張用ジャッキ13が伸長して上下の梁4が切羽側
から2番目のセグメント2を押圧支持しており、走行ジ
ャッキ21は伸縮自在な状態となっている。シールド掘
進機1の推進に連れて支柱17および架台19も前進す
るから、走行体20は取り残され、架台19上を後方へ
相対移動する。シールド掘進機1が所定距離推進して切
羽側から1番目のセグメント2の前方に十分な空間が形
成されると、推進を一旦停止し、シールドジャッキ18
を収縮させる。そして、セグメント組付装置22が上記
空間に新たなセグメント2を組み付ける。掘削坑の内面
の全周に亘るセグメント2の組付けが終了すると、拡張
用ジャッキ13を収縮させて梁4をセグメント2から離
間させた後、走行ジャッキ21を伸長させて1セグメン
ト分の距離だけ真円保持装置3を前進させる。そして、
拡張用ジャッキ13を伸長させて上下の梁4の接地板6
を新たに切羽側から2番目となったセグメント2に押圧
支持させた後、シールド掘進機1が掘進動作を再開す
る。
Next, the operation of this embodiment will be described. The shield machine 1 is propelled by extending the shield jack 18 while excavating the ground. At this time, in the perfect circle holding device 3, the expansion jack 13 is extended, the upper and lower beams 4 press and support the second segment 2 from the face side, and the traveling jack 21 is in a stretchable state. As the shield excavator 1 is propelled, the support 17 and the gantry 19 also move forward, so that the traveling body 20 is left behind and relatively moves on the gantry 19 rearward. When the shield machine 1 is propelled by a predetermined distance and a sufficient space is formed in front of the first segment 2 from the face side, the propulsion is temporarily stopped and the shield jack 18 is stopped.
To shrink. Then, the segment assembling device 22 assembles a new segment 2 into the space. When the assembling of the segment 2 over the entire circumference of the inner surface of the excavation pit is completed, the expansion jack 13 is contracted to separate the beam 4 from the segment 2, and then the traveling jack 21 is extended to extend the traveling jack 21 by a distance corresponding to one segment. The perfect circle holding device 3 is advanced. And
The extension jack 13 is extended so that the ground plates 6 of the upper and lower beams 4 are extended.
Is pressed and supported on the second segment 2 which is newly positioned from the face side, and then the shield machine 1 resumes the excavating operation.

【0012】次に、セグメント2群による支持構造体の
内径が変化した場合に、上下の梁4に取り付けられた調
整器5の接地板6の径方向位置を調整する径方向位置調
整作業の手順を説明する。始めに、接地板6の径方向位
置を固定する締付けナット9を緩める。次に、ハンドル
8を回すことにより、調整ねじ7の径方向位置が規制ブ
ロック10に規制され、調整ねじ7が径方向に移動する
から、この調整ねじ7に連結された接地板6の径方向位
置が予め計算で算出された設定位置となるまでハンドル
8を回す。この際に、接地板6の周方向側の両端に設け
られた一対のガイドロッド12が梁4の案内孔4a内に
遊嵌しているから、調整ねじ7の空回りを防止してい
る。接地板6の径方向位置の調整が終了すると、締付け
ナット9を再び締め込んで接地板6の径方向位置を固定
する。
Next, in the case where the inner diameter of the support structure by the second group of segments changes, the procedure of the radial position adjustment work for adjusting the radial position of the ground plate 6 of the adjuster 5 attached to the upper and lower beams 4. Will be described. First, the tightening nut 9 for fixing the radial position of the ground plate 6 is loosened. Next, by turning the handle 8, the position of the adjusting screw 7 in the radial direction is regulated by the regulating block 10, and the adjusting screw 7 moves in the radial direction. Turn the handle 8 until the position reaches the set position calculated in advance. At this time, since the pair of guide rods 12 provided at both ends on the circumferential direction of the ground plate 6 are loosely fitted in the guide holes 4a of the beam 4, the adjustment screw 7 is prevented from idling. When the adjustment of the radial position of the ground plate 6 is completed, the tightening nut 9 is tightened again to fix the radial position of the ground plate 6.

【0013】なお、ガイドロッド12の長手方向に沿っ
て目盛りを印しておけば、接地板6の径方向位置の調整
を容易に行うことができる。また、接地板6は球面継手
11を介して調整ねじ7に揺動自在に連結されているの
で、拡張用ジャッキ13を伸長させて梁4の接地板6を
セグメント2に押圧させる際に、梁4の円弧面と新たな
支持構造体の内周円弧面との半径差等による接地板6の
セグメント2への片当たりを防止して、常に接地板6の
セグメント2内面への全面圧接が可能になっている。
If the scale is marked along the longitudinal direction of the guide rod 12, the radial position of the ground plate 6 can be easily adjusted. Further, since the ground plate 6 is swingably connected to the adjusting screw 7 via the spherical joint 11, when the expansion jack 13 is extended to press the ground plate 6 of the beam 4 against the segment 2, Prevents the contact of the ground plate 6 with the segment 2 due to the radius difference between the circular arc surface of No. 4 and the inner peripheral circular surface of the new support structure, and the whole surface of the ground plate 6 can be pressed against the inner surface of the segment 2 at all times. It has become.

【0014】本実施の形態では接地板6を径方向に移動
可能に支持する支持手段を、調整ねじ7と調整ねじ7に
螺合するハンドル8とハンドル8の上下に対峙する規制
ブロック10とから成るねじ機構としたので、接地板6
の径方向位置を無段階的に調整することができ、調整器
5を強固で、かつ、簡単な構成にすることができる。な
お、接地板の支持手段をねじ機構によらず、例えば、接
地板を径方向に移動可能に支持する支持柱の長手方向に
沿って多数の係合溝を設け、この係合溝に嵌入して係合
可能な係止刃等による段階的移動支持機構としても良
い。また、外径調整器の調整ねじを梁の周方向に複数も
うけて接地板を複数の調整ねじで支持するようにしても
良い。この場合は、ガイドロッド等による接地板の回り
止め手段を省くことができる。
In the present embodiment, the support means for supporting the ground plate 6 so as to be movable in the radial direction includes an adjusting screw 7, a handle 8 screwed to the adjusting screw 7, and a regulating block 10 facing up and down the handle 8. The grounding plate 6
Can be adjusted steplessly, and the adjuster 5 can be made strong and simple. In addition, a large number of engagement grooves are provided along the longitudinal direction of a support column that supports the ground plate movably in the radial direction without using a screw mechanism for the support means of the ground plate, and fits into the engagement groove. It is also possible to use a stepwise movement support mechanism using a locking blade or the like that can be engaged with the actuator. Further, a plurality of adjusting screws of the outer diameter adjuster may be provided in the circumferential direction of the beam, and the ground plate may be supported by the plurality of adjusting screws. In this case, the means for preventing the ground plate from rotating by the guide rod or the like can be omitted.

【0015】[0015]

【発明の効果】以上説明したように本発明によれば、設
置板の径方向への移動量を調整する調整手段を、梁の周
方向に所定間隔をおいて複数個設けたので、セグメント
支持構造体の内径が変化することがあっても、接地板の
径方向の位置を所望の真円となるセグメントの内面に当
接する位置に容易に調整することができ、セグメント支
持構造体を容易に真円に保持することができる。
As described above, according to the present invention, since a plurality of adjusting means for adjusting the amount of movement of the installation plate in the radial direction are provided at predetermined intervals in the circumferential direction of the beam, the segment support is provided. Even if the inner diameter of the structure changes, the radial position of the grounding plate can be easily adjusted to a position in contact with the inner surface of the segment to be a desired perfect circle, and the segment supporting structure can be easily adjusted. It can be kept in a perfect circle.

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

【図1】本発明の実施の形態に係るシールド掘進機のセ
グメント真円保持装置の正面図
FIG. 1 is a front view of a segment true circle holding device of a shield machine according to an embodiment of the present invention.

【図2】本発明の実施の形態に係るセグメント真円保持
装置を具えたシールド掘進機の概略構成を示す模式図
FIG. 2 is a schematic diagram showing a schematic configuration of a shield machine equipped with a segment perfect circle holding device according to an embodiment of the present invention.

【図3】真円保持装置の外縁部に設けられる外径調整器
の正面図
FIG. 3 is a front view of an outer diameter adjuster provided at an outer edge of the perfect circle holding device.

【図4】図3の切断線X−Xに沿った真円保持装置の要
部断面図
FIG. 4 is a cross-sectional view of a main part of the perfect circle holding device, taken along section line XX in FIG. 3;

【符号の説明】 1 シールド掘進機 2 セグメント 3 真円保持装置 4 梁 4a 案内孔 5 調整器(調整手段) 6 接地板 7 調整ねじ 8 ハンドル 9 締付けナット 10 規制ブロック 11 球面継手 12 ガイドロッド 13 拡張用ジャッキ 18 シールドジャッキ 19 架台 20 走行体 21 走行ジャッキ 22 セグメント組付装置[Description of Signs] 1 Shield machine 2 Segment 3 Roundness holding device 4 Beam 4a Guide hole 5 Adjuster (adjustment means) 6 Ground plate 7 Adjustment screw 8 Handle 9 Tightening nut 10 Restriction block 11 Spherical joint 12 Guide rod 13 Expansion Jack 18 shield jack 19 gantry 20 traveling body 21 traveling jack 22 segment assembling device

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 シールド掘進機の後方に配設され、掘削
坑の内周面の全面に亘って組み付けられたセグメントに
接触する複数の接地板と、掘削坑の少なくとも上側内周
面に沿って径方向に移動可能に設けられ、前記複数の接
地板を固定して支持する略円弧状を成す梁と、この梁の
両端部を係止してこの梁を径方向に押し拡げる拡張用ジ
ャッキとを具えたシールド掘進機のセグメント真円保持
装置において、前記設置板の前記径方向への移動量を調
整する調整手段を、前記梁の周方向に所定間隔をおいて
複数個設けたことを特徴とするシールド掘進機のセグメ
ント真円保持装置。
1. A plurality of ground plates disposed behind a shield machine and in contact with a segment assembled over the entire inner peripheral surface of the pit, and at least along an upper inner peripheral surface of the pit. A substantially arc-shaped beam that is provided so as to be movable in the radial direction and fixes and supports the plurality of ground plates, and an expansion jack that locks both ends of the beam and pushes and expands the beam in the radial direction. In a segment perfect circle holding device of a shield machine having a shield machine, a plurality of adjusting means for adjusting an amount of movement of the installation plate in the radial direction are provided at predetermined intervals in a circumferential direction of the beam. Segment roundness holding device for shield machine.
【請求項2】 前記調整手段は一端が前記接地板に係止
され、周面にねじ溝が設けられた棒状の調整ねじと、こ
の調整ねじに螺合されて手で操作可能なハンドルと、前
記梁に固定されて前記ハンドルの径方向位置を規制する
規制部材とを具えていることを特徴とする請求項1記載
のシールド掘進機のセグメント真円保持装置。
2. The adjusting means includes a rod-shaped adjusting screw having one end locked to the ground plate and having a threaded groove on a peripheral surface, a handle screwed to the adjusting screw and operable by hand, The device according to claim 1, further comprising a regulating member fixed to the beam to regulate a radial position of the handle.
【請求項3】 前記接地板は回転継手を介して回動自在
に前記調整ねじの一端に連結されていることを特徴とす
る請求項2記載のシールド掘進機のセグメント真円保持
装置。
3. The device according to claim 2, wherein the ground plate is rotatably connected to one end of the adjusting screw via a rotary joint.
JP2000067561A 2000-03-10 2000-03-10 Segment's complete roundness maintaining device for shield excavator Pending JP2001254599A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000067561A JP2001254599A (en) 2000-03-10 2000-03-10 Segment's complete roundness maintaining device for shield excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000067561A JP2001254599A (en) 2000-03-10 2000-03-10 Segment's complete roundness maintaining device for shield excavator

Publications (1)

Publication Number Publication Date
JP2001254599A true JP2001254599A (en) 2001-09-21

Family

ID=18586731

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000067561A Pending JP2001254599A (en) 2000-03-10 2000-03-10 Segment's complete roundness maintaining device for shield excavator

Country Status (1)

Country Link
JP (1) JP2001254599A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153784A (en) * 2014-07-08 2014-11-19 同济大学 Slurry-water balanced horseshoe-shaped shield machine
CN105888689A (en) * 2016-06-15 2016-08-24 中国铁建重工集团有限公司 Tunnel segment shaping device for heading machine and heading machine
CN105888688A (en) * 2016-06-15 2016-08-24 中国铁建重工集团有限公司 Tunnel segment shaping device for heading machine and heading machine
JP2019027102A (en) * 2017-07-28 2019-02-21 川崎重工業株式会社 Shape holding device and shield machine
JP2021147864A (en) * 2020-03-18 2021-09-27 株式会社奥村組 Tunnel construction method by shield method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153784A (en) * 2014-07-08 2014-11-19 同济大学 Slurry-water balanced horseshoe-shaped shield machine
CN105888689A (en) * 2016-06-15 2016-08-24 中国铁建重工集团有限公司 Tunnel segment shaping device for heading machine and heading machine
CN105888688A (en) * 2016-06-15 2016-08-24 中国铁建重工集团有限公司 Tunnel segment shaping device for heading machine and heading machine
CN105888689B (en) * 2016-06-15 2019-05-28 中国铁建重工集团有限公司 Tunnel duct piece apparatus for shaping and development machine for development machine
CN105888688B (en) * 2016-06-15 2019-05-28 中国铁建重工集团有限公司 Tunnel duct piece apparatus for shaping and development machine for development machine
JP2019027102A (en) * 2017-07-28 2019-02-21 川崎重工業株式会社 Shape holding device and shield machine
JP2021147864A (en) * 2020-03-18 2021-09-27 株式会社奥村組 Tunnel construction method by shield method
JP7308005B2 (en) 2020-03-18 2023-07-13 株式会社奥村組 Tunnel construction method by shield construction method

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