JP3196149B2 - Flexible segment for shield method - Google Patents
Flexible segment for shield methodInfo
- Publication number
- JP3196149B2 JP3196149B2 JP31431092A JP31431092A JP3196149B2 JP 3196149 B2 JP3196149 B2 JP 3196149B2 JP 31431092 A JP31431092 A JP 31431092A JP 31431092 A JP31431092 A JP 31431092A JP 3196149 B2 JP3196149 B2 JP 3196149B2
- Authority
- JP
- Japan
- Prior art keywords
- flexible
- segment
- thrust
- state
- 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.)
- Expired - Lifetime
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明はシールド工法用可撓セグ
メントの創案に係り、シールド工法セグメントにおいて
耐震または不等沈下などに有効に即応せしめて止水性と
共に伸縮可撓性を充分に発揮し、施工取扱いが容易で、
応力発生をなからしめ、耐用性に優れた機構を提供しよ
うとするものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the creation of a flexible segment for a shield construction method, in which the shield construction method segment effectively responds to seismic resistance or unequal subsidence so as to sufficiently exhibit water-tightness and expandable flexibility. Easy to handle
The purpose of this invention is to provide a mechanism that can generate stress and provide excellent durability.
【0002】[0002]
【従来の技術】シールド工法は土木工事上重要な地位を
占め、そのセグメントにおいて可撓性を具備させること
は軟弱地盤などにおける不等沈下や地震時などにおいて
シールドセグメント自体の損壊を回避しその安全性を確
保する上において不可欠であって、従来から種々の検討
がなされている。即ちこのような可撓セグメントはシー
ルド機シェル内に組み込まれて一般セグメントと共に推
力による押込み施工を受けて設定され、次いでそれら可
撓セグメントおよび一般セグメントの内面に耐力部材や
シール材を取付けて前記一般セグメント内面に2次覆工
コンクリートを形成することが一般的である。2. Description of the Related Art The shield method occupies an important position in civil engineering work, and providing flexibility in the segment avoids unequal subsidence in soft ground and damage to the shield segment itself in the event of an earthquake and the like. It is indispensable for ensuring the performance, and various studies have been made in the past. That is, such a flexible segment is set in the shield machine shell by being pushed together with the general segment by a thrust, and then a load bearing member or a sealing material is attached to the inner surface of the flexible segment and the general segment. It is common to form a secondary lining concrete on the inner surface of the segment.
【0003】即ち、斯様な可撓セグメントの1例につい
ての施工状態は図9に示す如くであって、標準部体であ
る一般セグメント20列中に2次覆工をも兼ねた枠部体
21、21と推力受部体22、22からなる1次施工用
部体30をエレクターなどによってシールド機シェル3
1内に組立ててシールド機による推力を一般セグメント
20とこの1次施工用部体30に作用せしめた推力掘削
施工をなすものである。[0003] That is, a construction state of one example of such a flexible segment is as shown in FIG. 9, and a frame body also serving as a secondary lining in 20 rows of general segments which is a standard body. A primary construction body 30 composed of 21, 21 and a thrust receiving body 22, 22 is shielded by a shield machine shell 3 by an erector or the like.
1 to perform a thrust excavation work in which the thrust by the shield machine is applied to the general segment 20 and the primary construction body 30.
【0004】上記のようにして行われた推進施工による
推力伝達が完了状態となった後において前記推力受部体
22を取外して図10に示すように可撓性の2次止水材
24を取付けると共にカバークロス25、耐力部材26
および耐力スリーブ27を取付け、更に図11のように
アンカー材28や内面スキンプレート29、内面カバー
29aを設けて前記一般セグメント20内の2次覆工2
3を形成するものとされている。After the transmission of the thrust by the propulsion work performed as described above is completed, the thrust receiving portion 22 is removed and a flexible secondary water blocking material 24 is removed as shown in FIG. Attach and cover cloth 25, bearing member 26
11 and an anchor member 28, an inner skin plate 29, and an inner cover 29a are provided as shown in FIG.
3 are formed.
【0005】[0005]
【発明が解決しようとする課題】ところが上記したよう
な従来のものにおいては構造および取扱いが複雑で現場
における工数が著しく大きい。即ち図9の状態と、図1
1の状態では一般セグメント20の間に枠部体21が残
るだけで、その他の構成部材ないし構成関係が全く異っ
たものとなり、斯うした構成が断面円形として形成され
る掘削孔内の全周において各セグメントないし部材を順
次に取外し、且つ組込むこととなるので、その工数は著
しく大きいものとならざるを得ない。However, in the above-described conventional apparatus, the structure and handling are complicated, and the number of steps on site is extremely large. That is, the state of FIG.
In the state of 1, only the frame body 21 remains between the general segments 20, and the other components and the structural relationship are completely different. Since each segment or member is sequentially removed and assembled in the periphery, the number of steps must be significantly increased.
【0006】また、1次施工時において一般セグメント
20より相当に厚い枠部体を採用するものであるからそ
の組立て時の取扱いが標準的な一般セグメントとは著し
く異ったものとなって煩雑となり、又図9と図10のよ
うに推進施工時に組込まれ且つ連結されていた推力受部
体などの主要部材が取外されて完全に分離された状態と
なり、そこに別個の部材が新しく組込まれるのでそれら
の取扱いにより推進施工時に形成されていた水密的な連
繋関係が解脱され新しく単に組込まれた状態として形成
されることから止水性や応力分布などが適切に得難い。In addition, since a frame body considerably thicker than the general segment 20 is employed at the time of the primary construction, handling during the assembling is significantly different from that of the standard general segment, so that it becomes complicated. Also, as shown in FIGS. 9 and 10, the main members such as the thrust receiving unit incorporated and connected at the time of propulsion construction are removed and completely separated, and a separate member is newly incorporated therein. Therefore, the watertight connection formed at the time of the propulsion construction is disengaged by the handling thereof, and the watertightness and the stress distribution are hardly obtained properly because the connection is formed as a newly assembled state.
【0007】[0007]
【課題を解決するための手段】本発明は上記したような
従来技術における課題を解消することについて検討を重
ね、特定の伸縮部体と一体化された剛性部体を用いるこ
とによって一般セグメントと同一形状、寸法域内に推進
施工時およびその後の2次覆工施工時においても有効な
推力伝達機能および止水機能を確保すると共に好ましい
可撓性を具備したセグメントを得しめたものであって、
以下の如くである。SUMMARY OF THE INVENTION The present invention has been studied to solve the above-mentioned problems in the prior art, and has the same effect as a general segment by using a rigid part integrated with a specific elastic part. In the shape and dimensions, it is possible to obtain a segment having favorable flexibility while securing an effective thrust transmission function and a water stopping function even during propulsion construction and subsequent secondary lining construction,
It is as follows.
【0008】(1) 推進掘削機構のよる推力を受けて
掘削孔に推進設定される一般セグメントと実質的に同じ
厚さをもったサイドリング部体を対設し、それらサイド
リング部体間における外周側に設けられたスキンプレー
ト内に中間に山形屈曲を外周方向に向けて形成すると共
に該山形屈曲の両側に平行な接合端面部分を等肉状に折
返して形成し、それら接合端面部分に連結リング部材の
端板と押え板を対設挟持した可撓部材の複数個を該連結
リング部材と交互に組込み連結した可撓部を構成し、該
可撓部の内側に推力受け部材を配設すると共に、前記可
撓部材が成形寸法より圧縮力を受ける状態に設定され、
且つ伸び吸収時においてもなお成形寸法より小とされた
圧縮状態であって、実質的に引張力の作用することがな
いように組込まれたことを特徴とするシールド工法用可
撓セグメント。(1) A side ring having substantially the same thickness as a general segment propelled and set in an excavation hole under the thrust of the propulsion and excavation mechanism is opposed to each other, and a space between the side ring members is provided. In the skin plate provided on the outer peripheral side, a chevron bend is formed in the middle toward the outer peripheral direction, and the joining end face portions parallel to both sides of the chevron bend are formed to be uniform and connected to the joint end face portions. A flexible portion is formed by alternately assembling and connecting a plurality of flexible members sandwiching an end plate and a holding plate of a ring member with the connecting ring member, and a thrust receiving member is disposed inside the flexible portion. And the flexible member is set in a state of receiving a compressive force from a molding dimension,
A flexible segment for a shield construction method, wherein the flexible segment is incorporated so that it is still in a compressed state smaller than the molded dimension even when absorbing elongation and does not substantially exert a tensile force.
【0009】[0009]
【0010】[0010]
【作用】推進掘削機構による推力を受けて掘削孔に推進
設定される一般セグメントと実質的に同じ厚さをもった
サイドリング部体を対設することによりそれらサイドリ
ング部体を介して可撓部体を組み込ましめ、又サイドリ
ング部体を介して組込まれた可撓部体の全般を一般セグ
メントと同じに取扱わしめ推進施工せしめる。According to the present invention, a side ring having substantially the same thickness as a general segment which is propelled and set in an excavation hole by receiving a thrust by a propulsion and excavation mechanism is opposed to each other to flex through the side ring. The flexible body incorporated through the side ring body is handled in the same manner as the general segment, and the construction is promoted.
【0011】前記した各サイドリング部体における外周
側に設けられたスキンプレート内に中間に山形屈曲を外
周方向に向けて形成すると共に該山形屈曲の両側に平行
な接合端面部分を等肉状に折返して形成した可撓部を設
けたので該接合端面部分を連結リング部材の端板と押え
板により挾持対設せしめる。In each of the side ring portions, a mountain-shaped bend is formed in the skin plate provided on the outer circumferential side in the middle toward the outer circumferential direction, and a joint end face portion parallel to both sides of the angle-shaped bend is made uniform. Since the flexible portion formed by folding is provided, the joining end face portion is clamped and opposed by the end plate of the connecting ring member and the pressing plate.
【0012】前記のように両端を連結リング部材の端板
と押え板を挾持させて取付けた可撓部材の複数個を連結
リング部材と交互に組込み連結した可撓部を構成するこ
とによりスキンプレートで外部土砂などの進入を阻止し
た条件下で接合端面の幅広いバランスした設定関係を形
成し、又斯かる偏りのない作用力条件下の可撓部材と連
結リング部材とが安定に連繋して該可撓部材部分におい
ても弾性的な推進作用を行わせる。As described above, a flexible portion is formed by alternately assembling and connecting a plurality of flexible members which are attached to each other by sandwiching the end plate of the connecting ring member and the holding plate at both ends and the connecting ring member. A wide balanced setting relationship of the joint end surface under conditions in which the intrusion of external earth and sand is prevented, and the flexible member and the connecting ring member are stably linked under such an unbiased working force condition. An elastic propulsion action is performed also in the flexible member portion.
【0013】前記したように可撓部材と連結リング部材
との組合わせからなる可撓部の内側に推力受け部材を配
設したことにより一般セグメントと同じ厚さ範囲におい
て一般セグメントにおけると同様に推進力の伝達を得し
める。As described above, by disposing the thrust receiving member inside the flexible portion formed of the combination of the flexible member and the connecting ring member, the thrust is propelled in the same thickness range as the general segment as in the general segment. Get the power transmitted.
【0014】前記のようにゴム質などで形成された可撓
部材の両側に端板と押え板を挾持させて取付けたので可
撓部がそれらの両側において剛体と同様な特性を備え、
連結リング部体との連結を強固安定化し、充分な可撓屈
曲作用を可能とすると共に前記両側部分における剥離な
どをなからしめ耐用性の高い可撓セグメントを提供す
る。Since the end plate and the holding plate are attached to both sides of the flexible member made of rubber or the like as described above, the flexible portion has the same characteristics as the rigid body on both sides thereof.
Provided is a highly durable flexible segment which firmly stabilizes the connection with the connection ring portion, enables a sufficient flexible bending action, and smoothes the peeling off at the both side portions.
【0015】可撓部の内側に配設された推力受け部材が
サイドリング部体に対し装脱可能に設けられることによ
り推進施工後に推力受け部材を解脱し、可撓部を存置さ
せたままで2次覆工用枠を組込ましめる。可撓部が推進
施工されたままで保持されることによって安定した設定
関係が維持され、可撓部材の接合端面が端板と押え板に
より挾持されていることとも相俟って偏った応力発生な
ども少くて的確なシール関係を形成すると共に該シール
関係を長期に亘って維持し、耐久性に優れた機構を形成
する。The thrust receiving member provided inside the flexible portion is detachably provided to the side ring portion body, so that the thrust receiving member is disengaged after the propulsion work, and the thrust receiving member is removed with the flexible portion remaining. Next, incorporate the lining frame. The stable setting relationship is maintained by holding the flexible part as it is being propelled, and biased stress is generated due to the fact that the joint end surface of the flexible member is sandwiched between the end plate and the holding plate. A small and accurate sealing relationship is formed, and the sealing relationship is maintained for a long period of time to form a mechanism having excellent durability.
【0016】可撓部材が成形寸法より圧縮力を受ける状
態に設定され、且つ伸び吸収時においてもなお成形寸法
より小とされた圧縮状態であって、実質的に引張力の作
用することがないように組込まれることによってゴム質
などによる可撓部材に引張り応力が作用せず剥離その他
をなからしめ、耐久性の高いセグメントを得しめる。The flexible member is set in a state of receiving a compressive force from the molding dimension, and is in a compressed state smaller than the molding dimension even when absorbing the elongation, so that substantially no tensile force acts. Incorporation as described above allows a flexible member made of rubber or the like to be subjected to peeling or the like without exerting a tensile stress, thereby obtaining a highly durable segment.
【0017】[0017]
【実施例】上記したような本発明によるものの具体的な
実施態様を添付図面に示すものについて説明すると、一
般セグメント20、20間に組みつけて推進施工する1
次施工時の本発明可撓セグメントは図1に示す如くであ
って、一般セグメント20と幅が同じ状態となるように
スキンプレート7がサイドリング5、5の外面側に取付
けられ、サイドリング5、5の高さ(即ちセグメントと
しての厚み)は一般セグメント20と合致した寸法とさ
れている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A specific embodiment of the present invention as described above will be described with reference to the accompanying drawings.
The flexible segment of the present invention at the time of the next construction is as shown in FIG. 1, and the skin plate 7 is attached to the outer surface side of the side rings 5 and 5 so that the width thereof is the same as that of the general segment 20. The height (that is, the thickness as a segment) of each of the segments 5 is set to a dimension that matches the general segment 20.
【0018】前記のようなスキンプレート7は組立て上
は図2に示すようにゴム質の可撓材1の両端に等肉状の
接合端面11を形成した可撓部材1と連結リング部材3
の複数個を交互に組み込んで連結子6で連結した可撓部
4の外面に位置せしめられたものであり、連結リング部
材3は別に図3に示すように前記端板3a、3aと外面
板3bおよび端板3aの内径側に取付けられた受板31
によって形成されている。As shown in FIG. 2, the above-described skin plate 7 is assembled with the flexible member 1 and the connecting ring member 3 in which the joint end surfaces 11 having the same thickness are formed at both ends of the rubbery flexible member 1 as shown in FIG.
Are alternately assembled and positioned on the outer surface of the flexible portion 4 connected by the connector 6. The connecting ring member 3 is separate from the end plates 3a, 3a and the outer plate as shown in FIG. 3b and receiving plate 31 attached to the inner diameter side of end plate 3a
Is formed by
【0019】前記可撓部材1は、その断面構造が本発明
における構成上重要な特質を有しており、中央部を山形
状に屈曲成形した適当な厚みを有していて幅方向に伸縮
性を有するものであるが、該可撓材1の両端における端
板3aとの接合端面11は前記山形屈曲部から折返して
一様な厚みを有するように形成され、しかも平行な接合
端面11、11を対設し、端板3aと押え板2により連
結リング部材3に連結子6で強固に締着されている。The flexible member 1 has an important characteristic in terms of the structure in the present invention in terms of its cross-sectional structure. The flexible member 1 has an appropriate thickness with a central portion bent and formed in a mountain shape, and has an elasticity in the width direction. However, the joint end surfaces 11 at both ends of the flexible material 1 and the end plate 3a are formed so as to have a uniform thickness by being folded from the chevron-shaped bent portion, and furthermore, to have parallel joint end surfaces 11, 11 And the connection plate 6 is firmly fastened to the connection ring member 3 by the end plate 3 a and the holding plate 2.
【0020】上記可撓部材1としてはそれなりの厚みを
全般において具備することがこのような可撓部材1を用
いた図2に示すような可撓部4において好ましい推力伝
達を得しめる所以であり、好ましい設計条件としては端
板3aの幅(図示上高さ)に対し中間屈曲部においても
相当の厚みを有し、このような中間屈曲部の厚みに対し
接合端面11、11の幅は同じく端板3aの幅に対して
40〜65%程度に選ばれ、従って推進力を受けた場合
においてもゴム質である該可撓材1において好ましい弾
性的推進作用が得られる。It is the reason that the flexible member 1 has a moderate thickness as a whole in order to obtain a preferable thrust transmission in the flexible portion 4 using such a flexible member 1 as shown in FIG. As a preferable design condition, the intermediate bent portion has a considerable thickness with respect to the width (height in the drawing) of the end plate 3a, and the width of the joint end surfaces 11, 11 is the same with respect to the thickness of the intermediate bent portion. The elastic material is selected to be about 40 to 65% of the width of the end plate 3a, and therefore, a favorable elastic propulsion action can be obtained with the flexible material 1 made of rubber even when it is subjected to a propulsive force.
【0021】上記のような可撓部材1と連結リング部材
3の内外方向における高さは前記したサイドリング5、
5の高さの50〜70%、好ましくは60%前後とさ
れ、従ってスキンプレート7側にこれらの部材1、3を
取付けたサイドリング5、5の内面側に推力受部材9を
取付け、サイドリング5、5と推力受ボルト8を設けて
掘削機のプッシャーなどによる推進力伝達を確保する。The height of the flexible member 1 and the connecting ring member 3 in the inward and outward directions as described above is the same as that of the side ring 5,
The height is set to 50 to 70%, preferably about 60%, of the height of the side plate 5. Therefore, the thrust receiving member 9 is mounted on the inner surface of the side ring 5, 5 on which the members 1, 3 are mounted on the skin plate 7 side. The rings 5, 5 and the thrust receiving bolt 8 are provided to ensure transmission of propulsion by a pusher or the like of the excavator.
【0022】上記したような可撓部4は一般的に工場生
産して組立てられ、その出荷時の形態は別に図2におい
て部分切欠して示す如くであり、サイドリング5をも含
めて、その幅および厚さは一般セグメント20と同じと
され、例えば幅が900mmで、厚さは250mmとするこ
とにより標準的寸法を有する前記一般セグメント20と
全く同様に荷役取扱わしめ、推力伝達は内面側の推力受
バー8および推力受ボルト7の剛体的伝達と可撓部4に
よる弾性的でしかも偏った作用力を生じない弾性的伝達
とにより的確に達成される。The above-mentioned flexible portion 4 is generally manufactured and assembled in a factory, and its shipping form is separately cut away as shown in FIG. The width and thickness are the same as those of the general segment 20, for example, the width is 900 mm, and the thickness is 250 mm. The rigid transmission of the thrust receiving bar 8 and the thrust receiving bolt 7 and the elastic transmission by the flexible portion 4 which do not generate a biased acting force can be accurately achieved.
【0023】ゴムなどで成形される可撓部材1の成形寸
法(即ち自然状態の寸法)は図4において実線で示す如
くであり、このものは引張力を作用せしめることなく、
常に圧縮力を受ける状態に設定される。即ち図4におい
て仮想線で示した1aの状態は上記のように圧縮して設
定された正規組立寸法の状態を示し、また同じく仮想線
で示した1bの状態は縮み吸収時の状態であって、更に
1cの状態は伸び吸収時であるが、この伸び吸収時にお
いてもなお成形寸法より小とされた圧縮状態であって、
実質的に引張力の作用することがないようにすることに
より引張りによる接合端面11、11の破壊・剥離を防
止することができる。The molding dimension (namely, dimension in the natural state) of the flexible member 1 molded of rubber or the like is as shown by a solid line in FIG.
It is set to always receive the compressive force. That is, in FIG. 4, the state of 1a indicated by a virtual line indicates the state of the regular assembly dimensions set by compression as described above, and the state of 1b also indicated by the virtual line is the state at the time of contraction and absorption. Further, the state of 1c is at the time of elongation absorption, and at the time of this elongation absorption, it is still in a compressed state smaller than the molding size,
By substantially preventing a tensile force from acting, destruction and peeling of the joint end surfaces 11, 11 due to tension can be prevented.
【0024】前記した図1のようにして1次施工されセ
グメントに対する推力の影響がなくなった時点で、図3
に示したような推力受ボルト8を緩めると共に内面側の
推力受部材9などを取外すならばサイドリング5、5間
における内面側に凹部が形成され、しかも外面側におい
てはスキンプレート7は勿論、可撓部4が推進施工され
たままの状態で両側サイドリング5、5の厚さにおける
過半域に残っている。When the influence of the thrust on the segment is eliminated as a result of the primary construction as shown in FIG.
If the thrust receiving bolt 8 as shown in FIG. 1 is loosened and the inner thrust receiving member 9 is removed, a recess is formed on the inner surface between the side rings 5, 5, and the skin plate 7 is formed on the outer surface, of course. The flexible portion 4 remains in the majority region in the thickness of the side rings 5, 5 in a state where the flexible portion 4 has been propelled.
【0025】即ち上記のようにして推力受ボルト8を取
外し、別に図5として示すようにサイドリング5の内側
に2次覆工用枠体12を取付け又これらの2次覆工用枠
体12、12をワイヤロープのような連結材12aで連
結すると共にシールリング14を両枠体12、12に夫
々取付け、図6、図7として示すような2次止水バンド
15を取付ける。That is, the thrust receiving bolt 8 is removed as described above, and the secondary lining frame 12 is attached to the inside of the side ring 5 as shown in FIG. , 12 are connected by a connecting member 12a such as a wire rope, and a seal ring 14 is attached to each of the frames 12, 12, respectively, and a secondary waterproof band 15 as shown in FIGS.
【0026】2次止水バンド15は両端にシール部16
aを形成したシール部材16の外面にL形に補強部を形
成した添設片17を軸方向にそって列設したもので、内
面にも添装板18、19を周方向にそって彎曲添装して
成るもので添装板18、19の各端部には相互に係合す
る係止爪部18a、19aが設けられていて、それら添
装板18、19の復元弾力によりシール部材16をシー
ルリング14に圧接し、添装板19はシール部16aに
対するシールを良好とする。The secondary waterproof band 15 has seal portions 16 at both ends.
The attachment members 17 each having an L-shaped reinforcing portion formed on the outer surface of the seal member 16 having the shape a are arranged along the axial direction, and the attachment plates 18 and 19 are also curved on the inner surface along the circumferential direction. Locking claw portions 18a and 19a are provided at each end of the mounting plates 18 and 19 so as to engage with each other, and the sealing members are provided by the restoring elasticity of the mounting plates 18 and 19. 16 is pressed against the seal ring 14, and the attachment plate 19 improves the sealing of the seal portion 16a.
【0027】本発明では又、前述した2次覆工用枠体1
2、12間には別に図8として示すように前記可撓部4
を反転状態として取付けることができる。即ち内周側に
位置したスキンプレート6a内に可撓部4が外周側にお
ける上述したところとは反転状態として設けられるもの
でり、このように構成するならば2次覆工後において、
その可撓セグメント部分に大きな可撓性を確保し得るこ
とは明かである。According to the present invention, the secondary lining frame 1 described above is also provided.
As shown in FIG.
Can be mounted in an inverted state. That is, the flexible portion 4 is provided in the skin plate 6a located on the inner peripheral side in an inverted state from that described above on the outer peripheral side. With this configuration, after the secondary lining,
Obviously, great flexibility can be ensured in the flexible segment portion.
【0028】前記したように設けられた2次覆工用枠体
12、12の両側である一般セグメント20の内側には
2次覆工コンクリート30がこの図8のように施されて
2次施工が完成されるが、推力受部材9の取外されたサ
イドリング5、5間においては可撓部4による適切な可
撓作用が得られ、可撓材1部分でのシールが保持される
と共にシール部材16とシールリング14との間におい
ても2次シールが確保される。The secondary lining concrete 30 is applied inside the general segments 20 on both sides of the secondary lining frames 12 provided as described above, as shown in FIG. Is completed, but between the side rings 5, 5 from which the thrust receiving member 9 has been removed, an appropriate flexibility action by the flexible portion 4 is obtained, and the seal at the flexible material 1 portion is maintained and A secondary seal is also secured between the seal member 16 and the seal ring 14.
【0029】1例として外径2750mmで内径が250
0mmとされ且つ幅900mmとされた図4の本発明可撓セ
グメントにおいて、伸縮量±100mm、曲げ角度4°、
偏心量100mmの条件における耐水圧性は内外圧2kg/
cm2 に耐え、この種セグメントとして要請される設定条
件に充分即応し得るものであった。As an example, the outer diameter is 2750 mm and the inner diameter is 250
In the flexible segment of the present invention shown in FIG. 4 having a width of 0 mm and a width of 900 mm, the amount of expansion and contraction is ± 100 mm, the bending angle is 4 °,
The water pressure resistance under the condition of eccentricity 100 mm is 2 kg / internal and external pressure.
It was able to withstand cm 2 and was able to respond quickly to the set conditions required for this kind of segment.
【0030】前記した図3の本発明可撓セグメントにお
いては伸縮量、曲げ角度および偏心量の何れもが2倍以
上となり、しかも耐水圧性なども上記したところと同様
である。In the flexible segment of the present invention shown in FIG. 3, the expansion, contraction, bending angle and eccentricity are all twice or more, and the water resistance and the like are the same as described above.
【0031】[0031]
【発明の効果】以上説明したような本発明によるときは
シールド工法用セグメントとして耐震または不等沈下な
どに即応するための可撓性を適切に具備せしめ、しかも
構成が簡易であって、又掘削施工時の取扱いにおいて標
準的な一般セグメントと全く同様に取扱うことができる
し、部品点数なども少くて施工性に優れ、しかも可撓の
ための伸縮弾性材において両端が安定に連結リング部材
に定着され、剥離などを生ずることがないと共に無理な
応力発生が少く耐久性に富んだ施工が得られるなどの効
果を有しており、工業的にその効果の大きい発明であ
る。According to the present invention as described above, the segments for the shield method are appropriately provided with flexibility to respond immediately to seismic resistance or unequal settlement, and have a simple structure and excavation. It can be handled in exactly the same way as a standard general segment in handling during construction, has fewer parts, etc. and has excellent workability, and both ends are stably fixed to the connecting ring member with elastic elastic material for flexibility In addition, the present invention has an effect that peeling and the like do not occur, an unnecessary stress generation is small, and a highly durable construction can be obtained.
【図1】本発明による可撓セグメントの1次施工状態を
示した断面図である。FIG. 1 is a cross-sectional view showing a primary construction state of a flexible segment according to the present invention.
【図2】その組立状態を示した部分切欠斜面図である。FIG. 2 is a partially cutaway bevel view showing the assembled state.
【図3】本発明における可撓部について連結関係を示し
た断面図である。FIG. 3 is a cross-sectional view showing a connection relationship of a flexible portion in the present invention.
【図4】本発明における可撓部材の成形状態(拘束を解
除した自然状態)とその組立ておよび伸縮作動状態を併
せて示した断面変形の説明図である。FIG. 4 is an explanatory view of a cross-sectional deformation showing a molded state (a natural state in which a constraint is released) of a flexible member, an assembly state thereof, and an expansion / contraction operation state according to the present invention.
【図5】本発明による可撓セグメントの2次覆工状態を
示した断面図である。FIG. 5 is a sectional view showing a secondary lining state of the flexible segment according to the present invention.
【図6】その2次止水バンドについての外面側から見た
部分的斜面図である。FIG. 6 is a partially oblique view of the secondary waterproof band as viewed from the outer surface side.
【図7】同じく2次止水バンドについて添設片連結部部
分の斜面図である。FIG. 7 is a perspective view of an attached piece connecting portion of the secondary waterproof band.
【図8】本発明の別の例についての図3と同様な2次覆
工状態の断面図である。8 is a sectional view of another example of the present invention in a secondary lining state similar to FIG.
【図9】従来の可撓セグメントとして1次施工のための
組立状態を示した断面図である。FIG. 9 is a cross-sectional view showing an assembled state for a primary construction as a conventional flexible segment.
【図10】その2次施工のための部材取付状態について
の断面図である。FIG. 10 is a cross-sectional view of a member mounted state for the secondary construction.
【図11】その2次覆工完成状態を示した断面図であ
る。FIG. 11 is a cross-sectional view showing a completed state of the secondary lining.
1 可撓材 2 可撓部材 3 連結リング部材 3a 側板 4 可撓部 5 サイドリング 7 スキンプレート 8 推力受ボルト 9 推力受部材 11 接合端面 12 2次覆工用枠体 12a 連結材 13 連結子 14 シールリング 15 2次止水バンド 16 シール部材 16a そのシール部 17 添設片 18 添装板 18a その係止爪部 19 添装板 19a その係止爪部 20 標準型の一般セグメント 21 枠セグメント 22 推力受材 23 2次覆工 24 2次止水材 25 取付ボルト 26 耐力バー 27 耐力スリーブ 28 アンカー材 29 内面スキンプレート 30 2次覆工コンクリート 31 シールド機シェル DESCRIPTION OF SYMBOLS 1 Flexible material 2 Flexible member 3 Connecting ring member 3a Side plate 4 Flexible part 5 Side ring 7 Skin plate 8 Thrust receiving bolt 9 Thrust receiving member 11 Joining end face 12 Secondary lining frame 12a Connecting material 13 Connector 14 Seal ring 15 Secondary waterproof band 16 Seal member 16a Seal portion 17 Attached piece 18 Attached plate 18a Locking claw portion 19 Mounting plate 19a Locking claw portion 20 Standard type general segment 21 Frame segment 22 Thrust Receiving material 23 Secondary lining 24 Secondary water-blocking material 25 Mounting bolt 26 Strength bar 27 Strength sleeve 28 Anchor material 29 Inner skin plate 30 Secondary lining concrete 31 Shield machine shell
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 実開 昭63−108496(JP,U) 実開 昭55−70679(JP,U) (58)調査した分野(Int.Cl.7,DB名) E21D 11/04 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A 63-108496 (JP, U) JP-A 55-70679 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E21D 11/04
Claims (1)
に推進設定される一般セグメントと実質的に同じ厚さを
もったサイドリング部体を対設し、それらサイドリング
部体間における外周側に設けられたスキンプレート内に
中間に山形屈曲を外周方向に向けて形成すると共に該山
形屈曲の両側に平行な接合端面部分を等肉状に折返して
形成し、それら接合端面部分に連結リング部材の端板と
押え板を対設挟持した可撓部材の複数個を該連結リング
部材と交互に組込み連結した可撓部を構成し、該可撓部
の内側に推力受け部材を配設すると共に、前記可撓部材
が成形寸法より圧縮力を受ける状態に設定され、且つ伸
び吸収時においてもなお成形寸法より小とされた圧縮状
態であって、実質的に引張力の作用することがないよう
に組込まれたことを特徴とするシールド工法用可撓セグ
メント。1. A side ring having substantially the same thickness as a general segment propelled and set in an excavation hole by receiving a thrust from a propulsion and excavation mechanism, and an outer periphery between the side ring members is provided. In the skin plate provided on the side, a chevron bend is formed in the middle toward the outer peripheral direction, and a joint end face portion parallel to both sides of the chevron bend is formed in a uniform manner, and a connection ring is formed on the joint end face portion. A flexible portion is formed by alternately assembling and connecting a plurality of flexible members which sandwich the end plate of the member and the holding plate with the connecting ring member, and a thrust receiving member is disposed inside the flexible portion. At the same time, the flexible member is set in a state of receiving a compressive force from the molding dimension, and is in a compressed state smaller than the molding dimension even during absorption of elongation, and substantially no tensile force acts. Was incorporated as Characteristic flexible segment for shield method.
Priority Applications (8)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31431092A JP3196149B2 (en) | 1992-10-30 | 1992-10-30 | Flexible segment for shield method |
| US08/145,473 US5472295A (en) | 1992-10-30 | 1993-10-28 | Shield tunneling method using flexible segments, flexible segments for shield tunneling method, and flexible segments for secondary application of shield tunneling method |
| KR1019930022687A KR100335751B1 (en) | 1992-10-30 | 1993-10-29 | Sealed and Sealed Techniques Using Flexible Segments and Flexible Segments for Secondary Construction |
| CN93120718A CN1068404C (en) | 1992-10-30 | 1993-10-30 | Flexible fan shaped blocks used in making tunnel with shield construction |
| EP93308731A EP0595664B1 (en) | 1992-10-30 | 1993-11-01 | Flexible tunnel lining segments and method for lining tunnels using these segments |
| AT93308731T ATE162592T1 (en) | 1992-10-30 | 1993-11-01 | FLEXIBLE TUNNEL EXPANSION SEGMENTS AND METHOD USING THESE SEGMENTS FOR EXPANSION OF TUNNELS |
| DE69316529T DE69316529T2 (en) | 1992-10-30 | 1993-11-01 | Flexible tunnel expansion segments and method using these segments to expand tunnels |
| TW082109875A TW285698B (en) | 1992-10-30 | 1993-11-23 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31431092A JP3196149B2 (en) | 1992-10-30 | 1992-10-30 | Flexible segment for shield method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06146792A JPH06146792A (en) | 1994-05-27 |
| JP3196149B2 true JP3196149B2 (en) | 2001-08-06 |
Family
ID=18051816
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31431092A Expired - Lifetime JP3196149B2 (en) | 1992-10-30 | 1992-10-30 | Flexible segment for shield method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3196149B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5215752B2 (en) * | 2008-06-25 | 2013-06-19 | 大成建設株式会社 | Flexible ring for shield tunnel |
-
1992
- 1992-10-30 JP JP31431092A patent/JP3196149B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06146792A (en) | 1994-05-27 |
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