JPH06167196A - Shield method secondary construction flexible segment - Google Patents

Shield method secondary construction flexible segment

Info

Publication number
JPH06167196A
JPH06167196A JP4339441A JP33944192A JPH06167196A JP H06167196 A JPH06167196 A JP H06167196A JP 4339441 A JP4339441 A JP 4339441A JP 33944192 A JP33944192 A JP 33944192A JP H06167196 A JPH06167196 A JP H06167196A
Authority
JP
Japan
Prior art keywords
segment
construction
flexible
plate
members
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
JP4339441A
Other languages
Japanese (ja)
Other versions
JP3146704B2 (en
Inventor
Shintaro Ikeda
信太郎 池田
Michio Kitawaki
道夫 北脇
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.)
NIPPON BUIKUTORITSUKU KK
Mutsubushi Rubber Co Ltd
Original Assignee
NIPPON BUIKUTORITSUKU KK
Mutsubushi Rubber 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 NIPPON BUIKUTORITSUKU KK, Mutsubushi Rubber Co Ltd filed Critical NIPPON BUIKUTORITSUKU KK
Priority to JP33944192A priority Critical patent/JP3146704B2/en
Priority to US08/145,473 priority patent/US5472295A/en
Priority to KR1019930022687A priority patent/KR100335751B1/en
Priority to CN93120718A priority patent/CN1068404C/en
Priority to DE69316529T priority patent/DE69316529T2/en
Priority to EP93308731A priority patent/EP0595664B1/en
Priority to AT93308731T priority patent/ATE162592T1/en
Priority to TW082109875A priority patent/TW285698B/zh
Publication of JPH06167196A publication Critical patent/JPH06167196A/en
Application granted granted Critical
Publication of JP3146704B2 publication Critical patent/JP3146704B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To make it possible to ensure effective thrust transfer function and cut-off function even in the case of driving construction within the same shape size as that of a general segment and in the case of subsequent secondary lining construction by using a rigid body combined with a specific expansion body. CONSTITUTION:Second side-ring bodies 35 having the practically same width as thickness of a secondary construction general segment 30 mounted to the inside of a primary construction segment 20 are connected to first side-ring bodies 5 with connection boards 36. After that, a secondary construction segment 44 connecting a plurality of second plate-like connection ring members 37 to a plurality of second flexible members 40 forming bendable sections 41 in the middle section are formed between the second side-ring bodies 35. At that time, projection threads 38 receiving and bearing the ends of the second flexible members 40 are formed in the middle section of the second plate-like connection members 37, and the ends of the second flexible members 40 are set opposed to the projection threads 38 and second plate-like connection ring members 37 and are anchored with bolts 43 through holding plates 42.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はシールド工法2次施工用
可撓セグメントの創案に係り、シールド工法2次施工セ
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 idea of a flexible segment for secondary construction of a shield construction method, which is effective in immediately responding to earthquake resistance or uneven settlement in the secondary construction segment of the shield construction method, and expands and contracts with water resistance. It is intended to provide a mechanism that fully exerts the above-mentioned properties, is easy to handle in construction, suppresses stress generation, and has 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 that segment avoids damage to the shield segment itself during uneven subsidence on soft ground or during earthquakes, and the safety thereof. It is indispensable for ensuring the reliability, and various studies have been made in the past. That is, such a flexible segment is set in a shield machine shell by being pushed by a general segment together with a general segment, and then a load bearing member or a seal material is attached to the inner surface of the flexible segment and the general segment to set the general segment. It is common to form 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。
That is, the construction state of an example of such a flexible segment is as shown in FIG. 9, and a frame portion body which also serves as a secondary lining in 20 rows of general segments which is a standard portion body. The primary construction member 30 composed of 21, 21 and the thrust receiving members 22, 22 is attached to the shield machine shell 3 by an erector or the like.
The thrust excavation work is carried out by assembling it in 1 and applying the thrust by the shield machine 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 thrust transmission by the propulsion construction performed as described above is completed, the thrust receiving portion 22 is removed and the flexible secondary water stop material 24 is attached as shown in FIG. Attached and cover cloth 25, load bearing member 26
Then, the bearing sleeve 27 is attached, and the anchor material 28, the inner skin plate 29, and the inner cover 29a are further provided as shown in FIG.
3 is to be formed.

【0005】なおこのような推進施工による土木工事に
おいては近時においてその施工が巨大化した結果として
複次施工をなすことが次第に普及しつつあり、即ち上記
のようにして形成された1次施工の内面に2次施工、あ
るいはその内面に更に3次施工によるセグメントを多層
状に形成することが行われている。
In civil engineering works by such propulsion construction, it is becoming more and more popular to make multiple constructions as a result of the enormous size of the constructions in recent years, that is, the primary constructions formed as described above. It is carried out to form a multi-layered segment by the secondary construction on the inner surface or by the third construction on the inner surface.

【0006】[0006]

【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, the conventional structure as described above has a complicated structure and handling, and the man-hours at the site are extremely large. That is, the state of FIG. 9 and the state of FIG.
In the state of 1, the frame body 21 remains only between the general segments 20, and other structural members or structural relations are completely different. Since each segment or member is sequentially removed and assembled in the circumference, the number of steps is inevitably large.

【0007】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。
Further, since the frame portion body which is considerably thicker than the general segment 20 is adopted at the time of the primary construction, the handling at the time of assembling becomes remarkably different from the standard general segment, and it becomes complicated. Further, as shown in FIG. 9 and FIG. 10, the main members such as the thrust receiving portion that were assembled and connected at the time of propulsion construction were removed to be completely separated, and separate members were newly installed therein. Therefore, it is difficult to properly obtain water-stopping property and stress distribution because the watertight connection that was formed at the time of propulsion construction is released by handling them and it is formed as a newly incorporated state.

【0008】更にこのようなセグメント施工に関する近
時の2次施工に関してはそれら複数のセグメントが共に
適当な可撓性を備え、しかも有効に連繋されたものであ
ることが好ましいところ、これらの関係を適切に満足さ
せるような手法は見当らず、このため折角の複次施工を
有効に実施し難い不利がある。
Further, regarding the recent secondary construction relating to such segment construction, it is preferable that the plurality of segments have appropriate flexibility and are effectively linked together. No suitable method has been found, which makes it difficult to effectively carry out multi-angled construction.

【0009】[0009]

【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、更にその2次施
工に関しても適切に実施し得るようにしたものであっ
て、以下の如くである。
The present invention has been studied to solve the problems in the prior art as described above, and has the same structure as a general segment by using a rigid part integrated with a specific elastic part. It is possible to obtain a segment with favorable flexibility while ensuring an effective thrust transmission function and water blocking function during propulsion construction and subsequent secondary lining construction within the shape and size range. The present invention is also designed to be appropriately implemented, and is as follows.

【0010】(1) 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1次施工一般セグメントと実質
的に同じ厚さをもった第1サイドリング部体を対設し、
それら第1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
第1連結リング部材の端板と押え板を対設挟持した第1
可撓部材の複数個を該第1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た1次施工セグメントと、上
記した1次施工一般セグメントの内側に設けられる2次
施工一般セグメントの厚さと実質的に同じ幅をもった第
2サイドリング部体を前記第1サイドリング部体に連結
して対設し、それら第2サイドリング部体間に板状第2
連結リング部材と中間に可曲部を形成した第2可撓部材
の各複数個を連結した2次施工セグメントとより成るこ
とを特徴とするシールド工法2次施工用可撓セグメン
ト。
(1) A first side ring portion having a thickness substantially the same as that of a primary construction general segment propelled and set in an excavation hole by receiving thrust from a propulsion and excavation mechanism is provided oppositely,
In the skin plate provided on the outer peripheral side between the first side ring parts, a chevron bend is formed in the middle toward the outer circumferential direction, and joint end face portions parallel to both sides of the chevron bend are folded back into a uniform thickness. The first connecting ring member is formed by sandwiching the end plate of the first connecting ring member and the holding plate in a pair.
The thickness of the primary construction segment that constitutes a flexible portion in which a plurality of flexible members are alternately incorporated and connected to the first coupling ring member, and the secondary construction general segment provided inside the above-mentioned primary construction general segment A second side ring part body having substantially the same width as that of the first side ring part body, and the second side ring part body is connected to and opposed to the first side ring part body.
A flexible segment for secondary construction of a shield construction method, comprising: a connecting ring member and a secondary construction segment in which a plurality of second flexible members each having a flexible portion formed in the middle are coupled.

【0011】(2) 板状第2連結リング部材の中間に
第2可撓部材の端部を受入れて支持する突条を形成し、
該突条と板状第2連結リング部材に第2可撓部材の端部
をセットし、押え板を介して定着したことを特徴とする
前記(1)項に記載のシールド工法2次施工用可撓セグ
メント。
(2) A ridge for receiving and supporting the end of the second flexible member is formed in the middle of the plate-like second connecting ring member,
For the secondary construction of the shield construction method according to the item (1), characterized in that the end of the second flexible member is set on the ridge and the plate-shaped second connecting ring member, and is fixed through the holding plate. Flexible segment.

【0012】[0012]

【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1次施工一般セグメントと実質的に同じ厚さ
をもった第1サイドリング部体を対設することによりそ
れら第1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。
[Operation] By arranging the first side ring body having substantially the same thickness as the primary construction general segment which is propelled and set in the excavation hole by receiving the thrust of the propulsion and excavation mechanism, these first side rings are arranged. The flexible portion body is incorporated through the portion body, and the entire flexible portion body incorporated through the side ring portion body is handled in the same manner as a general segment, and swaging propulsion is performed.

【0013】前記した各第1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
押え板により挟持対設せしめる。
In the skin plate provided on the outer peripheral side of each of the above-mentioned first side ring parts, a chevron bend is formed in the middle toward the outer circumferential direction, and joint end face portions parallel to both sides of the chevron bend are equal in thickness. Since the flexible portion formed by folding back in a shape is provided, the joint end face portion is sandwiched and provided by the end plate of the connecting ring member and the pressing plate.

【0014】前記のように両端を連結リング部材の端板
と押え板を挟持させて取付けた第1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
と第1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, by forming a flexible portion in which a plurality of the first flexible members having both ends attached with the end plate of the connecting ring member and the holding plate sandwiched therebetween are alternately incorporated and connected with the connecting ring member. The skin plate forms a wide balanced setting relationship of the joint end faces under the condition that the invasion of external earth and sand is prevented, and the flexible member and the first connecting ring member are stable under such a biased action force condition. The flexible members are connected to each other and elastically propelled.

【0015】前記したように第1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
を適宜に配設せしめることができ、それにより一般セグ
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, the thrust receiving member can be appropriately disposed inside the flexible portion formed by the combination of the first flexible member and the connecting ring member, whereby the same thickness range as the general segment can be provided. In the same manner as in the general segment, the transmission of propulsive force can be obtained.

【0016】前記のようにゴム質などで形成された第1
可撓部材の両側に端板と押え板を挟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1次施工可撓セグメン
トを提供する。
The first member made of rubber or the like as described above
Since the end plate and the pressing plate are attached by sandwiching them on both sides of the flexible member, the flexible part has the same characteristics as a rigid body on both sides of them, firmly and stably connecting with the connecting ring part body, and sufficient flexibility. (EN) Provided is a primary construction flexible segment which enables a bending action and has a high durability by peeling off the both side portions.

【0017】可撓部の内側に配設された推力受け部材が
第1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、この場合に
おいて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、第1可撓部材の接
合端面が端板と押え板により挟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前記1次施工セグメント
において長期に亘って維持し、耐久性に優れた機構を形
成する。
Since the thrust receiving member disposed inside the flexible portion is detachably attached to the first side ring body, the thrust receiving member is disengaged after the propulsion work, and the flexible portion remains. By incorporating a secondary lining frame up to this point, in this case, the flexible portion is maintained while being propulsion-worked, so that a stable setting relationship is maintained, and the joint end surface of the first flexible member is the end plate and the holding plate. In addition to being sandwiched by the two, it is possible to form an accurate sealing relationship with less biased stress generation, etc., and to maintain the sealing relationship in the primary construction segment for a long period of time, and a mechanism having excellent durability. To form.

【0018】前記した1次施工一般セグメントの内側に
設けられる2次施工一般セグメントの厚さと実質的に同
じ幅をもった第2サイドリング部体を前記第1サイドリ
ング部体に連結して対設し、それら第2サイドリング部
体間に板状第2連結リング部材と中間に可曲部を形成し
た第2可撓部材の各複数個を連結した2次施工セグメン
トを形成することにより1次セグメントの内面に形成さ
れる2次セグメントにおいても適切な可撓性と1次セグ
メントとの間の好ましい連繋性を得しめる。
A second side ring portion body having a width substantially the same as the thickness of the secondary construction general segment provided inside the above-mentioned primary construction general segment is connected to the first side ring portion body to form a pair. 1 to form a secondary construction segment by connecting a plurality of plate-like second connecting ring members and a plurality of second flexible members having a bendable portion in the middle between the second side ring members. The secondary segment formed on the inner surface of the next segment also has suitable flexibility and favorable connectivity between the primary segment.

【0019】板状第2連結リング部材の中間に第2可撓
部材の端部を受入れて支持する突条を形成し、該突条と
板状第2連結リング部材に第2可撓部材の端部をセット
し、押え板を介して定着したことにより第2可撓部材が
板状第2連結リング部材に対し安定且つ的確に組みつけ
られて可撓性セグメントを構成し、1次施工セグメント
との間に部材配設に適した空間を形成する。
A ridge for receiving and supporting the end of the second flexible member is formed in the middle of the plate-like second connecting ring member, and the ridge and the plate-like second connecting ring member are provided with the second flexible member. By setting the end portion and fixing it through the holding plate, the second flexible member is stably and accurately assembled to the plate-like second connecting ring member to form a flexible segment, and the primary construction segment And a space suitable for arranging the members are formed.

【0020】[0020]

【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、1
次施工一般セグメント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、1次施工一般セグメント20と幅が同じ
状態となるようにスキンプレート7が第1サイドリング
5、5の外面側に取付けられ、第1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1次施工一般
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 concrete 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 primary construction, which is assembled between the next construction general segments 20 and 20 for propulsion construction, is as shown in FIG. 1 and has the same width as the primary construction general segment 20. The skin plate 7 is attached to the outer surface side of the first side rings 5, 5,
The height (i.e., the thickness of the segment) is set to match the primary construction general segment 20.

【0021】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部材1の両端に等肉状
の接合端面11を形成した第1可撓部材1と第1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、第
1連結リング部材3は別に図3に示すように前記端板3
a、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。
In the assembly of the skin plate 7 as described above, as shown in FIG. 2, the first flexible member 1 and the first flexible member 1 in which the joining end faces 11 having a uniform thickness are formed at both ends of the flexible member 1 made of rubber. The plurality of ring members 3 are alternately assembled and positioned on the outer surface of the flexible portion 4 connected by the connector 6, and the first connecting ring member 3 is separately attached to the end plate 3 as shown in FIG.
a, 3a, the outer surface plate 3b, and the receiving plate 31 attached to the inner diameter side of the end plate 3a.

【0022】前記した第1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、該第1可撓部材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 above-mentioned first flexible member 1 has a cross-sectional structure which has an important characteristic in the construction of the present invention, has a suitable thickness in which the central portion is bent and formed in a mountain shape, and has a width direction. Although it has elasticity, the joint end faces 11 with the end plates 3a at both ends of the first flexible member 1 are formed so as to have a uniform thickness by folding back from the angled bent portion, and are parallel to each other. The joining end faces 11 and 11 are provided opposite to each other, and the end plate 3a and the pressing plate 2 firmly fasten the connecting ring member 3 to the connecting ring member 3.

【0023】上記第1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第1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第1可撓部材1にお
いて好ましい弾性的推進作用が得られる。
It is preferable that the first flexible member 1 has a proper thickness as a whole to obtain preferable thrust transmission in the flexible portion 4 using the first flexible member 1 as shown in FIG. This is the reason for tightening, and a preferable design condition is that the intermediate bent portion has a considerable thickness with respect to the width (height in the drawing) of the end plate 3a. Is likewise selected from the range of 40 to 65% with respect to the width of the end plate 3a. Therefore, even when a propulsive force is applied, a preferable elastic propulsion action can be obtained in the first flexible member 1 made of rubber. .

【0024】上記のような第1可撓部材1と第1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 first flexible member 1 and the first connecting ring member 3 in the inner and outer directions is 50 to 70%, preferably about 60% of the height of the side rings 5 and 5 described above. Therefore, the thrust receiving member 9 is attached to the inner surfaces of the side rings 5 and 5 having these members 1 and 3 attached to the skin plate 7 side, and the side rings 5 and 5 and the thrust receiving bolt 8 are attached.
Is provided to ensure the transmission of propulsive force by the pusher of the excavator.

【0025】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 flexible portion 4 as described above is generally manufactured in a factory and assembled, and the form at the time of shipment is as shown by a partial cutaway in FIG. 2, and the side ring 5 is also included. The width and the thickness are the same as those of the general segment 20. For example, the width is 900 mm and the thickness is 250 mm. This is accurately achieved by the rigid transmission of the thrust receiving bar 8 and the thrust receiving bolt 7 and the elastic transmission of the flexible portion 4 which does not generate a biased acting force.

【0026】ゴムなどで成形される第1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 (that is, the dimension in the natural state) of the first flexible member 1 molded of rubber or the like is as shown by the solid line in FIG. 4, and this is always a compressive force without exerting a tensile force. It is set to receive. That is, in FIG. 4, the state of 1a indicated by the phantom line shows the state of the regular assembly dimension set by compression as described above, and the state of 1b also indicated by the imaginary line is the state at the time of absorbing shrinkage. ,
Furthermore, the state of 1c is during absorption of elongation, but even at the time of absorption of elongation, it is still in a compressed state smaller than the molding dimension, and it is possible to prevent the tensile force from acting substantially and It is possible to prevent breakage and peeling of the joint end faces 11, 11.

【0027】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 after the primary construction as shown in FIG.
If the thrust receiving bolt 8 as shown in Fig. 4 is loosened and the thrust receiving member 9 on the inner surface side is removed, a recess is formed on the inner surface between the side rings 5 and 5, and the skin plate 7 is of course formed on the outer surface. The flexible portion 4 remains in the majority region in the thickness of the side rings 5 and 5 in a state where the flexible portion 4 is still being propelled.

【0028】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を取付けることができ、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を取付けることができる。
That is, the thrust receiving bolt 8 can be removed as described above, and the secondary lining frame 12 can be attached to the inside of the side ring 5 as shown in FIG. The frame bodies 12, 12 are connected by a connecting material 12a such as a wire rope, the seal rings 14 are attached to the frame bodies 12, 12, respectively, and a secondary water blocking band 15 as shown in FIGS. 6 and 7 is attached. be able to.

【0029】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 water blocking band 15 has seal portions 16 at both ends.
A seal member 16 having a is formed with an attachment piece 17 in which an L-shaped reinforcing portion is formed on the outer surface of the seal member 16 along the axial direction. The attachment plates 18 and 19 are also curved along the circumferential direction on the inner surface. The mounting plates 18 and 19 are provided with locking claws 18a and 19a which are engaged with each other at their respective ends, 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 provides a good seal to the seal portion 16a.

【0030】本発明では又、前述した2次覆工用枠体1
2、12に代えて別に図8として示すように前記のよう
な1次施工セグメント20の内側に設けられる2次施工
一般セグメント30の厚さと実質的に同じ幅をもった第
2サイドリング部体35、35を連結板36によって前
記第1サイドリング部体5に連結し、それら第2サイド
リング部体35、35間に板状第2連結リング部材37
と中間に可曲部41を形成した第2可撓部材40の各複
数個を連結した2次施工セグメント44を形成すること
ができる。
In the present invention, the above-mentioned secondary lining frame 1 is also used.
A second side ring part having a width substantially the same as the thickness of the secondary construction general segment 30 provided inside the primary construction segment 20 as shown in FIG. 35, 35 are connected to the first side ring part body 5 by a connecting plate 36, and a plate-shaped second connecting ring member 37 is provided between the second side ring part bodies 35, 35.
It is possible to form a secondary construction segment 44 in which a plurality of second flexible members 40 each having a bendable portion 41 formed in the middle are connected.

【0031】前記した板状第2連結部材37の中間には
上記した第2可撓部材40の端部を受入れて支持する突
条38を形成し、該突条38と板状第2連結部材に前記
第2可撓部材40の端部を図8に示すように対向セット
しそれらの端部を押え板42を介してボルト43により
定着する。
A protrusion 38 for receiving and supporting the end portion of the second flexible member 40 is formed in the middle of the plate-like second connecting member 37, and the protrusion 38 and the plate-like second connecting member are formed. Then, the end portions of the second flexible member 40 are oppositely set as shown in FIG. 8, and these end portions are fixed by the bolts 43 via the holding plate 42.

【0032】即ちこの図8に示すような2次施工セグメ
ント44を1次施工セグメントの内側に形成することに
より2次施工セグメント44において、その板状第2連
結部材37で適切な平板性を形成しながらも第2可撓部
材40の可撓部41により1次施工セグメントにおける
と同様に2次施工後において大きな可撓性を確保し得る
ことは明かである。
That is, by forming the secondary construction segment 44 as shown in FIG. 8 inside the primary construction segment, the plate-like second connecting member 37 of the secondary construction segment 44 forms appropriate flatness. However, it is obvious that the flexible portion 41 of the second flexible member 40 can secure a large flexibility after the secondary construction as in the primary construction segment.

【0033】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り、このことは2次施工セ
グメント44においても同様である。
As an example, the outer diameter is 2750 mm and the inner diameter is 250.
In the flexible segment of the present invention of FIG. 4 having a width of 0 mm and a width of 900 mm, the expansion / contraction amount is ± 100 mm, the bending angle is 4 °,
Water pressure resistance at an eccentricity of 100 mm is 2 kg / internal and external pressure.
It can withstand cm 2 and can respond quickly to the setting conditions required for this type of segment, and this is the same for the secondary construction segment 44.

【0034】[0034]

【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2次施工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、ま
た可撓のための伸縮弾性材において1次施工および2次
施工セグメントの何れもにおける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、さ
らに1次セグメントと2次セグメントとの間に各種部材
や配管、配線などのための充分な空間が得られるなどの
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。
As described above, according to the present invention, the segment for the secondary construction of the shield construction method is appropriately provided with flexibility for immediately responding to earthquake resistance or uneven settlement, and has a simple structure. In addition, it can be handled in the same way as a standard general segment in handling during excavation work, has a small number of parts, etc. and is excellent in workability. Both ends of each of the construction segments are stably fixed to the connecting ring member so that peeling does not occur and less stress is generated, resulting in highly durable construction. The present invention has an effect that a sufficient space can be obtained for various members, piping, wiring, etc. between them, and is an invention having a great effect industrially.

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

【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 perspective view showing the assembled state.

【図3】本発明における1次施工セグメント可撓部につ
いて連結関係を示した断面図である。
FIG. 3 is a cross-sectional view showing the connection relationship of the flexible portion of the primary construction segment according to the present invention.

【図4】本発明における1次施工セグメント可撓部材の
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 that shows the molded state (natural state in which the restraint is released) of the primary construction segment flexible member and its assembly and expansion / contraction operation states in the present invention.

【図5】本発明による可撓セグメントの2次覆工状態の
1つを示した断面図である。
FIG. 5 is a sectional view showing one of the secondary lining states 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 partial perspective view of the secondary water blocking band as seen 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 also a perspective view of an additional piece connecting portion of the secondary water blocking band.

【図8】本発明の1、2次施工セグメントに関する別の
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。
FIG. 8 is a sectional view of another example of the first and second construction segments of the present invention in a state of secondary lining 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 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 mounting 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.

【符号の説明】[Explanation of symbols]

1 第1可撓部材 2 押え板 3 第1連結リング部材 3a 端板 4 可撓部 5 第1サイドリング部体 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1次一般セグメント 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次施工一般セグメント 31 シールド機シェル 35 第2サイドリング部体 36 連結板 37 板状第2連結リング部材 38 突条 40 第2可撓部材 41 可曲部 42 押え板 43 ボルト 44 2次施工セグメント 1 1st flexible member 2 Presser plate 3 1st connection ring member 3a End plate 4 Flexible part 5 1st side ring part body 7 Skin plate 8 Thrust receiving bolt 9 Thrust receiving member 11 Joint end surface 12 Secondary lining frame Body 12a Coupling material 13 Coupling element 14 Seal ring 15 Secondary water stop band 16 Sealing member 16a The sealing part 17 Attaching piece 18 Attaching plate 18a The locking claw portion 19 The mounting plate 19a The locking claw portion 20 Standard type Primary segment 21 Frame segment 22 Thrust receiving material 23 Secondary lining 24 Secondary water blocking material 25 Mounting bolt 26 Mounting bar 26 Bearing bar 27 Bearing sleeve 28 Anchor material 29 Inner skin plate 30 Secondary construction General segment 31 Shield machine shell 35 Second side ring part body 36 Connection plate 37 Plate-shaped second connection ring member 38 Protrusion 40 Second flexible member 41 Flexible part 42 For example the plate 43 bolt 44 secondary construction segment

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 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1次施工一般セグメントと実質的に同
じ厚さをもった第1サイドリング部体を対設し、それら
第1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第1連
結リング部材の端板と押え板を対設挟持した第1可撓部
材の複数個を該第1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た1次施工セグメントと、上記した
1次施工一般セグメントの内側に設けられる2次施工一
般セグメントの厚さと実質的に同じ幅をもった第2サイ
ドリング部体を前記第1サイドリング部体に連結して対
設し、それら第2サイドリング部体間に板状第2連結リ
ング部材と中間に可曲部を形成した第2可撓部材の各複
数個を連結した2次施工セグメントとより成ることを特
徴とするシールド工法2次施工用可撓セグメント。
1. A first side ring portion having substantially the same thickness as a primary construction general segment that is thrust and set in an excavation hole by receiving thrust from a propulsion and excavation mechanism is provided opposite to the first side ring portion. In the skin plate provided on the outer peripheral side between the ring parts, a chevron bend is formed in the middle toward the outer circumferential direction, and joint end face portions parallel to both sides of the chevron bend are folded back into a uniform thickness, and they are formed. Primary construction in which a flexible portion is formed by alternately incorporating and connecting a plurality of first flexible members, which sandwich and sandwich an end plate of a first connecting ring member and a holding plate in a joint end face portion, alternately. A segment and a second side ring portion body having a width substantially the same as the thickness of the secondary construction general segment provided inside the above-mentioned primary construction general segment are connected to the first side ring portion body to form a pair. Set up those second services Secondary construction of the shield construction method, which comprises a secondary construction segment in which a plurality of second flexible members having a flexible portion formed in the middle between the plate-shaped second coupling ring member and the idling body are coupled to each other. Flexible segment.
【請求項2】 板状第2連結リング部材の中間に第2可
撓部材の端部を受入れて支持する突条を形成し、該突条
と板状第2連結リング部材に第2可撓部材の端部をセッ
トし、押え板を介して定着したことを特徴とする請求項
1に記載のシールド工法2次施工用可撓セグメント。
2. A ridge for receiving and supporting an end of the second flexible member is formed in the middle of the plate-shaped second connecting ring member, and the ridge and the plate-shaped second connecting ring member are provided with a second flexible member. The flexible segment for secondary construction of the shield construction method according to claim 1, wherein the end portion of the member is set and fixed by a pressing plate.
JP33944192A 1992-10-30 1992-11-27 Flexible segment for secondary construction of shield method Expired - Lifetime JP3146704B2 (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
JP33944192A JP3146704B2 (en) 1992-11-27 1992-11-27 Flexible segment for secondary construction of 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
DE69316529T DE69316529T2 (en) 1992-10-30 1993-11-01 Flexible tunnel expansion segments and method using these segments to expand tunnels
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
TW082109875A TW285698B (en) 1992-10-30 1993-11-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33944192A JP3146704B2 (en) 1992-11-27 1992-11-27 Flexible segment for secondary construction of shield method

Publications (2)

Publication Number Publication Date
JPH06167196A true JPH06167196A (en) 1994-06-14
JP3146704B2 JP3146704B2 (en) 2001-03-19

Family

ID=18327497

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33944192A Expired - Lifetime JP3146704B2 (en) 1992-10-30 1992-11-27 Flexible segment for secondary construction of shield method

Country Status (1)

Country Link
JP (1) JP3146704B2 (en)

Also Published As

Publication number Publication date
JP3146704B2 (en) 2001-03-19

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