JP2744220B2 - Folding structure of shield machine - Google Patents

Folding structure of shield machine

Info

Publication number
JP2744220B2
JP2744220B2 JP10706896A JP10706896A JP2744220B2 JP 2744220 B2 JP2744220 B2 JP 2744220B2 JP 10706896 A JP10706896 A JP 10706896A JP 10706896 A JP10706896 A JP 10706896A JP 2744220 B2 JP2744220 B2 JP 2744220B2
Authority
JP
Japan
Prior art keywords
flexible
shield machine
structure plate
flexible structure
trunk
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP10706896A
Other languages
Japanese (ja)
Other versions
JPH09291783A (en
Inventor
安美 佐藤
博吉 岩田
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.)
Kawasaki Motors Ltd
Original Assignee
Kawasaki Jukogyo KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kawasaki Jukogyo KK filed Critical Kawasaki Jukogyo KK
Priority to JP10706896A priority Critical patent/JP2744220B2/en
Publication of JPH09291783A publication Critical patent/JPH09291783A/en
Application granted granted Critical
Publication of JP2744220B2 publication Critical patent/JP2744220B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

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】この出願に係る発明は、前胴
と後胴との間に中折部を有するシールド掘進機(この出
願に係る発明では、軟弱層を掘削するシールド掘進機、
硬岩層を掘削するトンネル掘削機、および複合地層を掘
削するトンネル掘進機等を全て含む。)であって、曲線
推進時にこの中折部を屈曲させて推進するシールド掘進
機の中折構造に関するものである。
BACKGROUND OF THE INVENTION The invention according to this application relates to a shield excavator having a bent part between a front trunk and a rear trunk (in the invention according to this application, a shield excavator for excavating a soft layer,
Includes all tunnel excavators for excavating hard rock formations and tunnel excavators for excavating complex formations. ), And relates to a center folding structure of a shield machine which bends and protrudes the center folding part during curved propulsion.

【0002】[0002]

【従来の技術】従来より、地中の構造物等を避けるよう
にして発進立坑から到達立坑までの間を曲線推進して連
続掘削するシールド掘進機が開発されている。このシー
ルド掘進機は、前面にカッタディスクを具備した前胴と
セグメント組立用エレクタ装置を具備した後胴とを有
し、これら前胴と後胴との間の中折部を中折ジャッキ
(油圧ジャッキ)で連結したものであり、この中折ジャ
ッキを伸縮制御することによって中折部を所定の角度に
屈曲させて曲線推進する。
2. Description of the Related Art Conventionally, shield excavators have been developed which continuously excavate by propelling a curve from a starting shaft to an reaching shaft so as to avoid underground structures and the like. This shield machine has a front body provided with a cutter disk on the front side and a rear body provided with an erector device for assembling a segment. The center folding jack is bent at a predetermined angle by controlling the expansion and contraction of the center folding jack, thereby propelling a curve.

【0003】このような曲線推進可能なシールド掘進機
としては、図4(a) の平面図に示すように、前胴51と
後胴52との間の中折部53の屈曲中心にピン54を設
けて連結した構成や、同図(b) の平面図に示すように、
前胴51と後胴52との間の中折部53の周囲を球面座
55によって連結した構成が採用されている。
As shown in the plan view of FIG. 4 (a), a shield excavator capable of curving such a curve is provided with a pin 54 at a bending center of a bent portion 53 between a front trunk 51 and a rear trunk 52. As shown in the plan view of FIG.
A configuration in which the periphery of the center folded portion 53 between the front trunk 51 and the rear trunk 52 is connected by a spherical seat 55 is employed.

【0004】また、矩形シールド掘進機の中折部の場合
には、図4(c) の平面図に示すように、前胴56側の矩
形中折部58aと後胴57側の矩形中折部58bとを二
重管の如く嵌合させることによって重ね合わせて中折部
58を形成しており、中折部58は平板を重ね合わせた
状態となり、曲線推進時には一方の矩形中折部が他方の
矩形中折部に沿って摺動できるようになっている。
As shown in the plan view of FIG. 4 (c), in the case of the center folding section of the rectangular shield machine, a rectangular center folding section 58a on the front trunk 56 side and a rectangular center folding section on the rear trunk 57 side. The half-folded portion 58 is formed by overlapping the portion 58b like a double tube so as to overlap with each other, and the middle-folded portion 58 is in a state in which flat plates are overlapped. It can slide along the other rectangular center folding part.

【0005】上記中折部にピンを設けるとともに周囲に
球面座を設けた構成の従来技術として特開昭61−98
899号公報記載の発明がある。
[0005] Japanese Patent Application Laid-Open No. Sho 61-98 discloses a prior art in which a pin is provided at the center folding portion and a spherical seat is provided around the center folding portion.
No. 899 discloses the invention.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、上記中
折部53や球面座55を設けた構造の場合、常に外部か
らの土水圧等に耐えて止水できるように中折部53や球
面座55位置における位置関係を常に一定にする、いわ
ゆる剛構造となっているため、曲線推進時に中折ジャッ
キの荷重にアンバランス分を生じると、これらピン54
や球面座55にスラスト力として作用してしまう。
However, in the case of the structure provided with the above-mentioned middle bent portion 53 and the spherical seat 55, the middle bent portion 53 and the spherical seat 55 are so provided that they can always withstand external soil water pressure or the like and stop water. Due to the so-called rigid structure in which the positional relationship at the position is always constant, if an imbalance occurs in the load of the center folding jack during curve propulsion, these pins 54
And acts on the spherical seat 55 as a thrust force.

【0007】そのため、曲線推進時に生じるスラスト方
向の荷重を中折ジャッキではなくこれらピン54や球面
座55が負担することを考えて設計する必要性を生じ、
例えば瞬間推力として作用する数千トンにも耐え得るよ
うに、安全性を考えてピン54や球面座55の構造を必
要以上に頑強にしなければならなくなり、過大な構造と
なってしまい、中折部を製作するために多くの時間と費
用を要することになる。
For this reason, it is necessary to design in consideration of the fact that the pins 54 and the spherical seats 55 bear the load in the thrust direction generated during curve propulsion, instead of the center folding jack.
For example, in order to withstand several thousand tons acting as instantaneous thrust, the structure of the pin 54 and the spherical seat 55 must be made more robust than necessary in consideration of safety, resulting in an excessively large structure. It takes a lot of time and money to make the part.

【0008】また、上記したように平板で構成した矩形
シールド掘進機の中折部58の場合には、二重管構造の
矩形中折部58a,58bの平板が屈曲できる角度に制
限があるため、十分な曲線推進を行うことができない。
[0008] In the case of the rectangular folding machine 58 formed of a flat plate as described above, the angle at which the flat plates of the rectangular bending plates 58a and 58b having the double pipe structure can be bent is limited. , Can not do enough curve propulsion.

【0009】[0009]

【課題を解決するための手段】そこで、上記課題を解決
するために、この出願に係る発明は、前胴と後胴とを中
折ジャッキで連結した中折部を柔接合手段で接合するこ
とにより、曲線推進に追従して大きく屈曲できて構造が
簡単な中折構造としている。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the invention according to the present invention relates to a method in which a front folding part connected to a front trunk and a rear trunk by a center folding jack is joined by flexible joining means. Thereby, it is possible to follow the curve propulsion and to make a large bend, so that the structure is a simple folding structure.

【0010】このように前胴と後胴との間の中折部を柔
接合手段で連結することにより、曲線推進時に中折部へ
作用する力を柔接合手段が屈曲することによって吸収で
きるので、曲線推進時の変位を容易に吸収できる簡単な
構造の中折構造を構成することができる。
In this manner, by connecting the middle fold portion between the front body and the rear body by the flexible joining means, the force acting on the middle fold portion during curve propulsion can be absorbed by bending the flexible joining means. In addition, it is possible to form a simple folding structure that can easily absorb displacement during curve propulsion.

【0011】[0011]

【発明の実施の形態】この出願に係る発明は、複数の中
折ジャッキを設けて屈曲可能に構成した中折部の前胴と
後胴との間を柔接合手段で連結し、前記中折ジャッキに
よる屈曲に追従して該柔接合手段が屈曲可能なように構
成している。このように、前胴と後胴との間を柔軟な柔
接合手段で連結することにより、曲線推進時に中折ジャ
ッキで曲線推進制御すれば中折部か追従して屈曲するた
め、中折部の強度を低く設定することができる。この柔
接合手段としては、容易に屈曲して前胴と後胴との間か
ら泥土等の侵入を防止できるものであればよい。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The invention according to the present invention is characterized in that the front body and the rear body of a center folding part which is provided with a plurality of center folding jacks and which can be bent are connected by flexible joining means. The flexible joining means is configured to be bendable following the bending by the jack. In this way, by connecting the front body and the rear body with a flexible soft joining means, if the curve propulsion is controlled by the center folding jack during curve propulsion, the center bend follows the middle bend, so that the middle bend Can be set low. As the flexible joining means, any means can be used as long as it can be easily bent to prevent intrusion of mud or the like from between the front body and the rear body.

【0012】上記柔接合手段として、前胴又は後胴の一
方から他方に向けて柔構造板を突設し、該柔構造板と前
記他方の前胴又は後胴との間を連結して構成すれば、簡
単な構成で前胴と後胴との間の柔接合手段が形成でき
る。
As the flexible joining means, a flexible structure plate is provided so as to protrude from one of the front body and the rear body toward the other, and the flexible structure plate is connected to the other front body or the rear body. In this case, a flexible joining means between the front body and the rear body can be formed with a simple configuration.

【0013】また、上記柔構造板と他方の前胴又は後胴
との間の連結を、水密可能なシール手段で行えば、他の
シール手段を設けることなく前胴と後胴との連結部で確
実なシールを行うことができる。
Further, if the connection between the flexible structure plate and the other front body or the rear body is performed by a water-tight sealing means, a connecting portion between the front body and the rear body can be provided without providing another sealing means. Thus, reliable sealing can be performed.

【0014】さらに、前胴と後胴との間の中折角によっ
て生じる変位に対し、常にシール手段の間隔を所定範囲
内に保つスペーサを設ければ、屈曲時にシール手段を圧
迫させることなく曲線推進することができる。
Further, if a spacer is provided to keep the distance between the sealing means within a predetermined range with respect to the displacement caused by the half angle between the front trunk and the rear trunk, the curved propulsion can be performed without pressing the sealing part at the time of bending. can do.

【0015】また、シールド掘進機の軸心に対し、中折
ジャッキの両端の支持点を所定の角度を付けて設けれ
ば、中折ジャッキが互いに円周方向への変位を抑止する
ため、中折ジャッキの伸縮調整によって前胴と後胴との
間の軸心ずれを容易に防止することができる。
Further, if the support points at both ends of the center folding jack are provided at a predetermined angle with respect to the axis of the shield machine, the center folding jacks are prevented from displacing each other in the circumferential direction. By adjusting the expansion and contraction of the folding jack, it is possible to easily prevent the axial center deviation between the front trunk and the rear trunk.

【0016】さらに、柔構造板の内周側に、該柔構造板
が外圧で撓んだ時に支持するバックアップ部材を設けれ
ば、大きな外圧が柔構造板に作用してもバックアップ部
材によって容易に支持することができる。
Further, if a backup member is provided on the inner peripheral side of the flexible structure plate to support the flexible structure plate when it is bent by external pressure, the backup member can easily operate even if a large external pressure acts on the flexible structure plate. Can be supported.

【0017】その上、このバックアップ部材を、前胴側
から柔構造板の内周側に突設した支持材と、該支持材に
干渉しないように後胴側から柔構造板の内周側に突設し
た支持材とで構成すれば、簡単な構成で確実に支持する
ことができる。
In addition, the backup member is provided with a support member protruding from the front trunk side to the inner peripheral side of the flexible structure plate, and to the inner peripheral side of the flexible structure plate from the rear trunk side so as not to interfere with the support member. If it is configured with the protruding support member, it can be reliably supported with a simple configuration.

【0018】[0018]

【実施例】以下、この出願に係る発明の一実施例を図面
に基づいて説明する。図1はこの出願に係る発明のシー
ルド掘進機の中折構造を示す側断面図で、図2は図1に
示すA矢視拡大図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the invention according to the present application will be described below with reference to the drawings. FIG. 1 is a side sectional view showing a center folding structure of a shield machine according to the invention of the present application, and FIG. 2 is an enlarged view as viewed from an arrow A shown in FIG.

【0019】図示するように、前胴1の後部に設けられ
たガーダ部1aと、後胴2の前部に設けられたガーダ部
2aとの間には中折ジャッキ3が設けられており、この
中折ジャッキ3を伸縮させることによって剛体となって
いる前胴1の後部と後胴2の前部との間が屈曲可能に構
成されている。
As shown in the figure, a center folding jack 3 is provided between a girder portion 1a provided at a rear portion of the front body 1 and a girder portion 2a provided at a front portion of the rear body 2. A portion between the rear portion of the front body 1 and the front portion of the rear body 2 which is a rigid body by expanding and contracting the center folding jack 3 is configured to be bendable.

【0020】この中折ジャッキ3は、前胴1側の前部支
持点4の径4aに対して後胴2側の後部支持点5の径5
aが大きくなるように設けられており、シールド掘進機
sの軸心tに対して前胴1側から後胴2側に向けて拡径
するような放射状配置となっている。この実施例では、
このように中折ジャッキ3を軸心tに対して所定の角度
を付けて配設することにより、前胴1と後胴2との間の
半径方向のずれを防止している。この前胴1と後胴2と
の間の半径方向のずれを防止する他の方法として、一方
から支保材等を設けてずれ防止を図る構成でもよい。
The center folding jack 3 has a diameter 4a of the front support point 4 on the front trunk 1 side and a diameter 5a of the rear support point 5 on the rear trunk 2 side.
a is provided so as to increase, and the radial arrangement is such that the diameter increases from the front trunk 1 side to the rear trunk 2 side with respect to the axis t of the shield machine s. In this example,
By arranging the center folding jack 3 at a predetermined angle with respect to the axis t in this manner, a radial displacement between the front trunk 1 and the rear trunk 2 is prevented. As another method for preventing the displacement between the front body 1 and the rear body 2 in the radial direction, a configuration may be adopted in which a support material or the like is provided from one side to prevent the displacement.

【0021】そして、後胴2の前端には、前胴1側へ伸
びる柔構造板6が設けられており、この柔構造板6の前
端には円筒状のリング部材7が設けられている。これら
柔構造板とリング部材7とは全周に設けられている。こ
のリング部材7と前胴1との間には所定の隙間8が形成
されており、この隙間8にリング部材7と前胴1の内壁
との間の全周をシールするシール材9が設けられてい
る。これらによって柔接合手段が構成されている。
At the front end of the rear body 2, a flexible structure plate 6 extending toward the front body 1 is provided, and at the front end of the flexible structure plate 6, a cylindrical ring member 7 is provided. The flexible structure plate and the ring member 7 are provided all around. A predetermined gap 8 is formed between the ring member 7 and the front body 1, and a sealing material 9 for sealing the entire circumference between the ring member 7 and the inner wall of the front body 1 is provided in the gap 8. Have been. These form a flexible joining means.

【0022】上記柔構造板6としては、中折部uが屈曲
した時に容易に変形できるような金属が好ましく、所定
厚みの鋼板が最も加工が容易でコストの低減も図ること
ができる。この柔構造板6の厚みや軸心t方向の長さは
シールド掘進機sの大きさや中折角等に応じて設定すれ
ばよい。
The flexible structure plate 6 is preferably made of a metal that can be easily deformed when the center folded portion u is bent, and a steel plate having a predetermined thickness is most easily processed and the cost can be reduced. The thickness of the flexible structure plate 6 and the length in the direction of the axis t may be set in accordance with the size of the shield machine s, the angle of the center bending, and the like.

【0023】また、このリング部材7の周囲にはスペー
サ10が設けられており、このスペーサ10によって、
柔構造板6の前端に連結されたリング部材7が自重で下
方へ下がったり、外圧によってある方向へ押圧されたと
してもシール材9を必要以上に圧迫しないようにしてい
る。このようにスペーサ10でリング部材7と前胴1の
内壁との隙間8を所定範囲内にすれば、シール手段が長
期間シール効果を発揮することができる。このスペーサ
10は、リング部材7の全周に設けても、所定間隔で複
数個を設けるようにしてもよい。
A spacer 10 is provided around the ring member 7, and the spacer 10
Even if the ring member 7 connected to the front end of the flexible structure plate 6 is lowered by its own weight or is pressed in a certain direction by external pressure, the sealing member 9 is not pressed more than necessary. If the gap 8 between the ring member 7 and the inner wall of the front body 1 is set within the predetermined range by the spacer 10, the sealing means can exhibit the sealing effect for a long time. The spacer 10 may be provided on the entire circumference of the ring member 7 or a plurality of the spacers may be provided at predetermined intervals.

【0024】さらに、この実施例では柔構造板6が土水
圧等によって撓んだ場合でも、柔構造板6が弾性限度以
上に大きく撓まないようにバックアップ部材bたる支持
材11が設けられている。この支持材11は、リング部
材7側から後方へ伸びる前胴側支持材11aと、後胴2
の前端から前方へ伸びる後胴側支持材11bとで構成さ
れ、両者が干渉しないように周方向にずらして設けられ
ている。このようにリング部材7と後胴2の前端との間
に櫛状の支持材11を設けることにより、柔構造板6が
撓んでもこの支持材11によって所定撓み量内で支持さ
れるようにしている。このバックアップ部材bは、柔構
造板6が撓んだ時に支持できる構造であればよく、後胴
2の前端とリング部材7との間に位置して柔構造板6を
支持できる部材であればよい。
Further, in this embodiment, a support member 11 serving as a backup member b is provided so that even when the flexible structure plate 6 is bent by earth pressure or the like, the flexible structure plate 6 is not bent more than the elastic limit. I have. The support member 11 includes a front body-side support member 11a extending rearward from the ring member 7 side and a rear body 2
And a rear trunk-side support member 11b extending forward from the front end of the main body, and are provided so as to be shifted in the circumferential direction so that they do not interfere with each other. By providing the comb-shaped support member 11 between the ring member 7 and the front end of the rear body 2 in this manner, even if the flexible structure plate 6 is bent, the flexible structure plate 6 is supported by the support member 11 within a predetermined bending amount. ing. The backup member b may be any structure that can support the flexible structure plate 6 when the flexible structure plate 6 is bent, and any member that can support the flexible structure plate 6 between the front end of the rear trunk 2 and the ring member 7. Good.

【0025】以上のように構成された、シールド掘進機
の中折構造vによれば、図3の平面視における断面図に
示すように、曲線推進時に以下のように作用して容易に
屈曲することができる。
According to the middle folding structure v of the shield machine as configured above, as shown in the sectional view in plan view of FIG. be able to.

【0026】すなわち、曲線推進時に中折ジャッキ3に
よって前胴1と後胴2との間の中折部uを所定の中折角
αに屈曲させると、中折部uの柔構造板6がこの中折角
に従うように柔軟に屈曲する。したがって、前胴1と後
胴2との間の角度を複数の中折ジャッキ3の伸縮で決定
すれば、中折部uは柔軟に屈曲して任意の中折角αに従
うように屈曲する。この時、中折ジャッキ3の荷重にア
ンバランス分を生じたとしても、柔構造板6の変形によ
って吸収することができる。
That is, when the half-folded portion u between the front trunk 1 and the rear trunk 2 is bent to a predetermined half-angle α by the middle-folding jack 3 during curve propulsion, the flexible structure plate 6 of the half-folded portion u is bent. It flexes flexibly to follow the half angle. Therefore, if the angle between the front trunk 1 and the rear trunk 2 is determined by the expansion and contraction of the plurality of center folding jacks 3, the center folding part u flexes flexibly and follows the arbitrary center folding angle α. At this time, even if an imbalance occurs in the load of the center folding jack 3, it can be absorbed by deformation of the flexible structure plate 6.

【0027】そのため、柔構造板6の軸心方向長さや前
胴1と柔構造板6との隙間8等を最適値に設定すれば、
大きな中折角αで中折部uを屈曲させた曲線推進が容易
に可能となる。しかも、この中折部uを従来のような強
い構造にすることなく簡単な構造にすることができるの
で、製作費用を大幅に削減することができる。
Therefore, if the length of the flexible structure plate 6 in the axial direction and the gap 8 between the front body 1 and the flexible structure plate 6 are set to optimal values,
Curved propulsion in which the center folding part u is bent at a large center bending angle α can be easily realized. In addition, since the center folded portion u can be formed in a simple structure without having a strong structure as in the related art, the manufacturing cost can be greatly reduced.

【0028】また、この実施例では、リング部材7から
後胴2側へ突設した支持材11aと、この支持材11a
に干渉しないように後胴2側から前胴1側へ突設した支
持材11bとによって構成した支持材11を設けている
ため、柔構造板6が外圧で撓んだ場合には周方向に設け
られた複数の両支持材11a,11bによって確実に支
持できる。この場合、柔構造板6は弾性限度の範囲内の
変形となる。
In this embodiment, a support member 11a projecting from the ring member 7 toward the rear trunk 2 is provided.
Since the support member 11 is formed by the support member 11b protruding from the rear trunk 2 side to the front trunk 1 side so as not to interfere with the flexible structure plate 6 in the circumferential direction when the flexible structure plate 6 is bent by external pressure. The support members 11a and 11b can surely support the support members. In this case, the flexible structure plate 6 is deformed within the elastic limit.

【0029】なお、上記実施例では、後胴2側から前胴
1側に向けて柔構造板6を突設することにより、後胴2
の前端を柔構造にした柔接合手段を構成し、もう一方の
前胴1の後端は剛構造として連結しているが、逆に前胴
1側から後胴2側に向けて柔構造板6を突設するように
構成してもよく、柔構造板6を前胴1又は後胴2に設け
るかの選択は、シールド掘進機sの径や曲線推進条件等
に応じて適宜決定すれば良い。
In the above embodiment, the flexible body plate 6 is provided so as to project from the rear body 2 side to the front body 1 side.
Of the front body 1 has a flexible structure, and the rear end of the other front body 1 is connected as a rigid structure. Conversely, a flexible structure plate extends from the front body 1 side to the rear body 2 side. 6 may be provided so as to protrude, and the selection of whether to provide the flexible structure plate 6 on the front body 1 or the rear body 2 may be appropriately determined according to the diameter of the shield machine s, the curve propulsion conditions, and the like. good.

【0030】[0030]

【発明の効果】この出願に係る発明は、以上説明したよ
うな形態で実施され、以下に記載するような効果を奏す
る。
The invention according to this application is implemented in the form described above, and has the following effects.

【0031】曲線推進時の中折によって生じる変位に追
従して前胴と後胴との間を連結する柔接合手段が柔軟に
変形するので、掘進時のスラスト力を全て中折ジャッキ
に作用させた掘進を行うことが可能となり、中折部の構
造を簡単にして費用の低減を図ることができる。
The flexible joining means for connecting the front and rear trunks flexibly deforms following the displacement caused by the mid-folding during curve propulsion, so that all the thrust force at the time of excavation acts on the half-fold jack. It is possible to perform excavation, thereby simplifying the structure of the center fold and reducing costs.

【0032】また、前胴と後胴との間の柔接合を柔構造
板によって構成すれば、簡単な構造で中折角に従って屈
曲する中折構造を構成することが可能となる。
Further, if the flexible joint between the front body and the rear body is formed by a flexible structure plate, it is possible to configure a half-fold structure that bends according to the half-fold angle with a simple structure.

【0033】さらに、柔構造板と前胴又は後胴との間の
連結をシール手段で行えば容易に水密構造とすることが
でき、また、このシール手段の間隔を所定範囲内に保つ
スペーサを設ければシール手段の効果を早期に損なうこ
となく長期間シール効果を発揮することが可能となる。
Further, if the connection between the flexible structure plate and the front body or the rear body is made by a sealing means, a water-tight structure can be easily obtained. Further, a spacer for keeping the interval between the sealing means within a predetermined range is provided. If it is provided, it is possible to exhibit the sealing effect for a long time without impairing the effect of the sealing means at an early stage.

【0034】その上、中折ジャッキを両端の支持点が所
定の角度となるように設ければ、地質変化等があっても
前胴と後胴との軸心をほぼ一致させて推進させることが
容易に可能となる。
In addition, if the center folding jacks are provided so that the support points at both ends are at a predetermined angle, the center body of the front trunk and the rear trunk can be propelled even when there is a change in geology or the like. Can be easily performed.

【0035】特に、中折部を平板等で連結した構造であ
っても中折角を大きく取ることができるので、矩形シー
ルド掘進機等のような異径断面シールド掘進機であって
も中折角を大きく取って曲線推進することが容易に可能
となる。
In particular, since the center bending angle can be made large even in a structure in which the center bending portions are connected by a flat plate or the like, the center bending angle can be reduced even in a shield excavator having a different diameter section such as a rectangular shield excavator. It is possible to easily take a large curve and drive a curve.

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

【図1】この出願に係る発明のシールド掘進機の中折構
造を示す側断面図である。
FIG. 1 is a side sectional view showing a center folding structure of a shield machine according to the present invention.

【図2】図1に示すA矢視図である。FIG. 2 is a view taken in the direction of the arrow A shown in FIG.

【図3】図1に示すシールド掘進機の曲線推進状態を示
す平面視における断面図である。
FIG. 3 is a sectional view in plan view showing a curved propulsion state of the shield machine shown in FIG. 1;

【図4】従来の前胴と後胴との中折部を示す図面であ
り、(a) は中折ピンを示す模式図、(b) は球面座を示す
模式図、(c) は矩形シールド掘進機の中折部を示す模式
図である。
FIGS. 4A and 4B are diagrams showing a center folded portion of a conventional front trunk and a rear trunk, wherein FIG. 4A is a schematic diagram showing a center folding pin, FIG. 4B is a schematic diagram showing a spherical seat, and FIG. It is a schematic diagram which shows the center folding part of a shield machine.

【符号の説明】[Explanation of symbols]

1…前胴 1a…強度部材 2…後胴 2a…強度部材 3…中折ジャッキ 4…前部支持点 4a…前部支持点の径 5…後部支持点 5a…後部支持点の径 6…柔構造板 7…リング部材 8…隙間 9…シール材 10…スペーサ 11…支持材 11a…前胴側支持材 11b…後胴側支持材 b…バックアップ部材 s…シールド掘進機 t…軸心 u…中折部 v…中折構造 α…中折角 DESCRIPTION OF SYMBOLS 1 ... Front trunk 1a ... Strength member 2 ... Rear trunk 2a ... Strength member 3 ... Center folding jack 4 ... Front support point 4a ... Diameter of front support point 5 ... Rear support point 5a ... Diameter of rear support point 6 ... Soft Structural plate 7 ... Ring member 8 ... Gap 9 ... Seal material 10 ... Spacer 11 ... Support material 11a ... Front trunk side support material 11b ... Rear trunk side support material b ... Backup member s ... Shield excavator t ... Shaft center u ... Medium Folded part v… Fold structure α… Fold angle

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 前胴と後胴との間に複数の中折ジャッキ
を設けて屈曲可能に構成した中折部を有するシールド掘
進機の中折構造において、 前記中折部の前胴と後胴との間を柔接合手段で連結し、
前記中折ジャッキによる中折部の屈曲に追従して該柔接
合手段を屈曲可能に構成したことを特徴とするシールド
掘進機の中折構造。
1. A middle folding structure of a shield machine in which a plurality of middle folding jacks are provided between a front trunk and a rear trunk so as to be bendable. Connect with the body by flexible joining means,
A middle folding structure of a shield excavator, wherein the flexible joining means is configured to be able to bend following the bending of the middle folding portion by the middle folding jack.
【請求項2】 前胴又は後胴の一方から他方に向けて柔
構造板を突設し、該柔構造板と前記他方の前胴又は後胴
との間を連結して柔接合手段を構成したことを特徴とす
る請求項1記載のシールド掘進機の中折構造。
2. A flexible joining means comprising a flexible structure plate projecting from one of the front body and the rear body toward the other, and connecting the flexible structure plate and the other front body or the rear body. The center folding structure of the shield machine according to claim 1, wherein:
【請求項3】 前記柔構造板と他方の前胴又は後胴との
間の連結を、水密可能なシール手段で行ったことを特徴
とする請求項1又は請求項2記載のシールド掘進機の中
折構造。
3. The shield machine according to claim 1, wherein the connection between the flexible structure plate and the other front or rear body is performed by a water-tight sealing means. Folded structure.
【請求項4】 前胴と後胴との間の中折角によって生じ
る変位に対し、常にシール手段の間隔を所定範囲内に保
つスペーサを設けたことを特徴とする請求項3記載のシ
ールド掘進機の中折構造。
4. A shield machine according to claim 3, further comprising a spacer for keeping a distance between the sealing means within a predetermined range with respect to a displacement caused by a half angle between the front body and the rear body. Folded structure.
【請求項5】 シールド掘進機の軸心に対し、中折ジャ
ッキの両端の支持点を所定の角度を付けて設けたことを
特徴とする請求項1〜4のいずれか1項に記載のシール
ド掘進機の中折構造。
5. The shield according to claim 1, wherein support points at both ends of the center folding jack are provided at a predetermined angle with respect to the axis of the shield machine. Folding structure of excavator.
【請求項6】 柔構造板の内周側に、該柔構造板が外圧
で撓んだ時に支持するバックアップ部材を設けたことを
特徴とする請求項1〜5のいずれか1項に記載のシール
ド掘進機の中折構造。
6. The flexible structure plate according to claim 1, wherein a backup member is provided on an inner peripheral side of the flexible structure plate to support the flexible structure plate when the flexible structure plate is bent by an external pressure. Folded structure of shield machine.
【請求項7】 請求項6記載のバックアップ部材を、前
胴側から柔構造板の内周側に突設した支持材と、該支持
材に干渉しないように後胴側から柔構造板の内周側に突
設した支持材とで構成したことを特徴とするシールド掘
進機の中折構造。
7. A support member protruding from the front trunk side to the inner peripheral side of the flexible structure plate, and the back-up member according to claim 6, wherein the backup member is formed from the rear trunk side so as not to interfere with the support member. A center folding structure of a shield machine, comprising a support member protruding from a peripheral side.
JP10706896A 1996-04-26 1996-04-26 Folding structure of shield machine Expired - Fee Related JP2744220B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10706896A JP2744220B2 (en) 1996-04-26 1996-04-26 Folding structure of shield machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10706896A JP2744220B2 (en) 1996-04-26 1996-04-26 Folding structure of shield machine

Publications (2)

Publication Number Publication Date
JPH09291783A JPH09291783A (en) 1997-11-11
JP2744220B2 true JP2744220B2 (en) 1998-04-28

Family

ID=14449683

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10706896A Expired - Fee Related JP2744220B2 (en) 1996-04-26 1996-04-26 Folding structure of shield machine

Country Status (1)

Country Link
JP (1) JP2744220B2 (en)

Also Published As

Publication number Publication date
JPH09291783A (en) 1997-11-11

Similar Documents

Publication Publication Date Title
JP2744220B2 (en) Folding structure of shield machine
JP4279057B2 (en) Joint structure of flexible segment and shield tunnel using it
WO1989011582A1 (en) Articulate shield excavator
JP2010121405A (en) Tunnel excavator for curvilinear construction and construction method of tunnel using the same
JPS5873692A (en) Shield drilling machine
JP3022068B2 (en) Folding structure of shield machine
JPH0738463Y2 (en) Breakable shield
JPH041157B2 (en)
JP3293500B2 (en) Screwed steel pipe pile with wings
JP2566606Y2 (en) Folded shield excavator
JP4142828B2 (en) Shield machine
JP2002061180A (en) Rotational penetration steel pipe pile and its work execution method
JP3522846B2 (en) Shield excavator for sharp curve construction
JP3236404B2 (en) Shield machine
JP3942131B2 (en) Tunnel excavation method and tunnel liner
JPS58213994A (en) Shield excavator
JP3121198B2 (en) Excavator propulsion method in tunnel
JP4016116B2 (en) Expanded type simple liner
JPH07217370A (en) Shield excavator
JP2006328653A (en) Converging connection method for tunnel and converging connection device used therefor
JP3545368B2 (en) Shield machine
JPH1136792A (en) Steel segment
JP3479923B2 (en) Parent-child shield machine
JPH094389A (en) Lining member for tunnel
JPH04221196A (en) Tunnel lining by segment

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees