JP2001098894A - Connecting portion and fittings for tunnel segment - Google Patents

Connecting portion and fittings for tunnel segment

Info

Publication number
JP2001098894A
JP2001098894A JP27442099A JP27442099A JP2001098894A JP 2001098894 A JP2001098894 A JP 2001098894A JP 27442099 A JP27442099 A JP 27442099A JP 27442099 A JP27442099 A JP 27442099A JP 2001098894 A JP2001098894 A JP 2001098894A
Authority
JP
Japan
Prior art keywords
segment
tunnel
dovetail
face
connecting tool
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
JP27442099A
Other languages
Japanese (ja)
Other versions
JP3797829B2 (en
Inventor
Katsuhiko Mukono
勝彦 向野
Tsutomu Konno
勉 今野
Toshiyuki Aoki
敏行 青木
Kazunori Tsujimoto
和則 辻本
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.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP27442099A priority Critical patent/JP3797829B2/en
Publication of JP2001098894A publication Critical patent/JP2001098894A/en
Application granted granted Critical
Publication of JP3797829B2 publication Critical patent/JP3797829B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a connecting portion and connecting fittings for tunnel segments, capable of giving a certain tightening force to the connection between segment main bodies and of preventing decrease in tunnel construction workability and an increase in tunnel construction cost by pushing in back-up materials with the least time and labor, even when the pushing position for the shield jack has been dislocated from the joint portion. SOLUTION: At the connecting portion for connecting main bodies F1, F2 of first and second segments for a tunnel by pushing a second segment main body F2 to the first segment main body F1 already built, a reaction receiving portion 9 receiving the reaction caused in a coupling connection R by the pushing operation of the second segment main body is provided at the dovetail groove M2, at least at the facing side among the dovetail groove portions M made in the second main body F2.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、複数のトンネル用
セグメント本体を、連結具を用いてトンネル周方向に引
付け連結してトンネル壁を構築すべく、既に構築した第
1セグメント本体に対して第2セグメント本体をトンネ
ルの長手方向に沿って切羽側から坑口側に押込んで連結
するために、前記第1・第2セグメント本体の夫々が、
互いに連結するための突合せ部をトンネル周方向に沿っ
た端部に備え、夫々の前記突合せ部における前記坑口側
の端部に坑口側アリ溝部を形成すると共に、夫々の前記
突合せ部における前記切羽側の端部に切羽側アリ溝部を
形成し、前記第1セグメント本体の前記坑口側アリ溝部
に坑口側連結具を備えると共に、前記第2セグメント本
体の前記切羽側アリ溝部にも切羽側連結具を備え、切羽
側から坑口側への前記第2セグメント本体の押込み操作
によって、前記第1・第2セグメント本体を連結するト
ンネル用セグメントの連結部及び連結金具に関する。
BACKGROUND OF THE INVENTION The present invention relates to a first segment main body which has already been constructed in order to construct a tunnel wall by connecting a plurality of tunnel segment bodies in the circumferential direction of the tunnel using a coupling tool. In order to connect the second segment body by pushing it from the face side to the wellhead side along the longitudinal direction of the tunnel to connect the first and second segment bodies,
A butt portion for connecting to each other is provided at an end along the circumferential direction of the tunnel, and a pit-side dovetail portion is formed at an end on the pit side of each of the butt portions, and the cutting face side of each of the butt portions is provided. A face-side dovetail is formed at an end of the first segment body, and a well-side connector is provided at the well-side dovetail part of the first segment body, and a face-side connector is also provided at the face-side dovetail part of the second segment body. The present invention relates to a connection portion and a connection fitting of a tunnel segment for connecting the first and second segment bodies by a pushing operation of the second segment body from a face side to a wellhead side.

【0002】[0002]

【従来の技術】従来、この種のトンネル用セグメントの
連結部及び連結金具に関する技術としては、図19
(イ),(ロ)に示すように、第2セグメント本体F2
の切羽側アリ溝部M2に対して切羽側連結具R2を前記
第2セグメント本体F2の突合せ部4からトンネル周方
向X側へ突出するように設け、シールドジャッキJによ
る第1、第2セグメント本体F1,F2の継手部11に
対する切羽側から坑口側への押し込み操作によって、前
記切羽側連結具R2の切羽側端部に設けた、トンネルセ
グメント本体同士を引き付け連結する際に一定の締付力
を付与するためのバックアップ材Tと、前記第2セグメ
ント本体F2とを同時に押し込んで前記第1,第2セグ
メント本体F1,F2同士を引き付け連結していた。
2. Description of the Related Art Conventionally, as a technique relating to a connecting portion and a connecting fitting of this kind of tunnel segment, FIG.
As shown in (a) and (b), the second segment body F2
The face-side connecting tool R2 is provided so as to protrude from the butting portion 4 of the second segment body F2 in the tunnel circumferential direction X side with respect to the face-face dovetail groove M2, and the first and second segment bodies F1 by the shield jack J are provided. , F2 by pushing the joint portion 11 from the face side to the wellhead side to apply a certain tightening force when the tunnel segment bodies provided at the face side end of the face side connecting member R2 are attracted and connected to each other. The first and second segment bodies F1 and F2 are connected by pulling in the backup material T and the second segment body F2 at the same time.

【0003】[0003]

【発明が解決しようとする課題】上述した従来のトンネ
ル用セグメントの連結部及び連結金具によれば、図19
(イ),(ロ)に示すように、第2セグメント本体F2
と共に、前記切羽側連結具R2の切羽側端部に設けたバ
ックアップ材TとをシールドジャッキJに接当させて、
前記シールドジャッキによる切羽側から坑口側への押し
込み操作によって前記第1,第2セグメント本体F1,
F2同士を引き付け連結していたが、図20(イ),
(ロ)に示すように、前記シールドジャッキJが、継手
部11から外れて前記切羽側連結具R2の切羽側端部に
設けたバックアップ材Tに接当せずに第2セグメント本
体F2だけを押し込むようになった場合、バックアップ
材Tの変形反力をとることができず、一定の締付力を付
与することができなかった。また、場合によっては連結
具がセグメント本体Fから抜け出す可能性もあった。そ
こで、継手部11からシールドジャッキJの位置が外れ
た場合でも、第2セグメント本体F2と同時に切羽側端
部に設けたバックアップ材Tを押し込むために、図21
(イ)に示すようにシールドジャッキJに拡大スプレッ
ダ20を設けたり、さらに、図21(ロ)に示すよう
に、拡大スプレッダ20でもカバーできない部分につい
てはプレート21を追加するか、又は、継手部11にシ
ールドジャッキJが確実にくるように、セグメント本体
の分割位置の変更又は、シールドジャッキJの改造が必
要となり、拡大スプレッダ20及びプレート21の着脱
に手間がかかって、トンネルの建設作業性が低下すると
いう問題と、トンネル建設費のコストアップに繋がり易
いといった問題があった。
According to the above-described conventional connecting portion and connecting bracket of the tunnel segment, FIG.
As shown in (a) and (b), the second segment body F2
At the same time, the backup material T provided at the face side end of the face side connector R2 is brought into contact with the shield jack J,
The first and second segment bodies F1 and F2 are pushed by the shield jack from the face side to the wellhead side.
F2 was attracted and connected, but FIG.
As shown in (b), the shield jack J is disengaged from the joint portion 11 and does not contact the backup material T provided at the face-side end of the face-side coupler R2. In the case of being pushed in, the deformation reaction force of the backup material T could not be taken, and a fixed tightening force could not be given. In some cases, there is a possibility that the connecting tool may fall out of the segment body F. Therefore, even when the position of the shield jack J is deviated from the joint portion 11, the backup material T provided on the face side end portion is pushed in at the same time as the second segment main body F2.
As shown in FIG. 21A, an enlarged spreader 20 is provided on the shield jack J. Further, as shown in FIG. 21B, a plate 21 is added to a portion that cannot be covered by the enlarged spreader 20, or a joint portion is provided. It is necessary to change the division position of the segment main body or remodel the shield jack J so that the shield jack J is securely attached to 11, and it takes time to attach and detach the enlarged spreader 20 and the plate 21. There is a problem that the cost is lowered and that the cost of tunnel construction is easily increased.

【0004】従って、本発明の目的は、上記問題点を解
消し、継手部からシールドジャッキの押し込み位置が外
れた場合でも、手間をかけることなくバックアップ材を
押し込んで、セグメント本体同士の連結に一定の締付力
を付与でき、トンネルの建設作業性の低下、及びトンネ
ルの建設費のコストアップを防止できるトンネル用セグ
メントの連結部及び連結金具を提供するところにある。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to solve the above-mentioned problems, and even when the pushing position of the shield jack is deviated from the joint portion, the backup material is pushed in without any trouble and the connection of the segment bodies is fixed. It is an object of the present invention to provide a connecting portion and a connecting member of a tunnel segment, which can provide a tightening force of the above and can prevent a decrease in tunnel construction workability and an increase in tunnel construction cost.

【0005】[0005]

【課題を解決するための手段】〔構成〕請求項1の発明
の特徴構成は図6〜8に例示するごとく、複数のトンネ
ル用セグメント本体を、連結具Rを用いてトンネル周方
向Xに引付け連結してトンネル壁を構築すべく、既に構
築した第1セグメント本体F1に対して第2セグメント
本体F2をトンネルの長手方向Yに沿って切羽側から坑
口側に押込んで連結するために、前記第1・第2セグメ
ント本体F1,F2の夫々が、互いに連結するための突
合せ部4をトンネル周方向Xに沿った端部に備え、夫々
の前記突合せ部4における前記坑口側の端部7に坑口側
アリ溝部M1を形成すると共に、夫々の前記突合せ部4
における前記切羽側の端部8に切羽側アリ溝部M2を形
成し、前記第1、第2セグメント本体を突き合わせた状
態で対抗する両アリ溝部に沿って各別に嵌入自在な一対
の拡大縁部を一体に備え、前記拡大縁部に対する夫々の
前記アリ溝部の接当面を、前記拡大縁部を前記アリ溝部
に沿って嵌入させるに伴って前記両突合せ部が相対的に
近接するテーパー面状に形成した連結具を形成し、前記
第1セグメント本体F1の前記坑口側アリ溝部M1に坑
口側連結具R1を備えると共に、前記第2セグメント本
体F2の前記切羽側アリ溝部M2にも切羽側連結具R2
を備え、切羽側から坑口側への前記第2セグメント本体
F2の押込み操作によって、前記第1・第2セグメント
本体F1,F2を連結するトンネル用セグメントの連結
部であって、前記第2セグメント本体F2の押込み操作
によって前記連結具Rに生じる反力を受ける反力受け部
9を、前記第1・第2セグメント本体F1,F2に設け
た前記アリ溝部Mの内少なくとも前記第2セグメント本
体F2の切羽側アリ溝部M2に設けてあるところにあ
る。
[Structure] As shown in FIGS. 6 to 8, a plurality of tunnel segment main bodies are pulled in a tunnel circumferential direction X by using a connecting member R. In order to connect the second segment main body F2 to the already constructed first segment main body F1 along the longitudinal direction Y of the tunnel from the face side to the wellhead side to connect and connect the first segment main body F1 already constructed, Each of the first and second segment bodies F1 and F2 is provided with a butt portion 4 for coupling with each other at an end along the tunnel circumferential direction X, and is provided at the end 7 on the wellhead side of each butt portion 4. A wellhead side dovetail portion M1 is formed, and each of the butting portions 4 is formed.
A face-face dovetail groove M2 is formed at the face-face-side end 8 of the above, and a pair of enlarged edges that can be separately fitted along both dovetail grooves opposing the first and second segment bodies in a state where they face each other. The abutment surfaces of the dovetail grooves with respect to the enlarged edge are formed into a tapered surface in which the butted portions are relatively close to each other as the enlarged edge is fitted along the dovetail groove. A well-formed connector is provided, and a wellhead-side connector R1 is provided in the wellhead-side dovetail portion M1 of the first segment body F1, and a face-side connector R2 is also provided in the face-side dovetail portion M2 of the second segment body F2.
And a connecting portion of a tunnel segment connecting the first and second segment bodies F1 and F2 by a pushing operation of the second segment body F2 from the face side to the wellhead side, wherein the second segment body is The reaction force receiving portion 9 receiving the reaction force generated in the connecting tool R by the pushing operation of F2 is provided at least in the dovetail groove portion M provided in the first and second segment main bodies F1 and F2. It is located at the face side dovetail portion M2.

【0006】請求項2の発明の特徴構成は図11に例示
するごとく、前記反力受け部9を、前記セグメント本体
Fに対して着脱自在に構成してあるところにある。
A characteristic feature of the second aspect of the present invention is that the reaction force receiving portion 9 is configured to be detachable from the segment main body F as exemplified in FIG.

【0007】請求項3の発明の特徴構成は図2,6に例
示するごとく、前記アリ溝部M内に前記連結具Rを備え
たときに、前記連結具Rと前記アリ溝部Mとの間に形成
される隙間Sを埋めて前記連結具Rの姿勢が変更するの
を規制する規制部材6を設けてあるところにある。
As shown in FIGS. 2 and 6, when the connecting tool R is provided in the dovetail groove M, the characteristic structure of the invention of claim 3 is between the connecting tool R and the dovetail groove M. There is a regulating member 6 that regulates a change in the posture of the connecting tool R by filling the gap S that is formed.

【0008】請求項4の特徴構成は図3に例示するごと
く、周方向Xに隣合う隣接セグメントとの突合せ部4に
前記隣接セグメントと接合するためのアリ溝部Mを複数
設け、トンネル長手方向Yに沿う方向で前記アリ溝部M
に嵌合自在な一対の拡大縁部1を一体に備えたセグメン
ト連結用の連結具Rの前記拡大縁部1、及びその拡大縁
部1に対する前記アリ溝部Mの接当面を、前記拡大縁部
1を前記アリ溝部Mに沿って嵌入させるに伴って前記ア
リ溝部Mを前記隣接セグメント側に近接させるテーパー
面状に形成してあるトンネル用セグメントであって、前
記セグメント本体に設けた前記複数のアリ溝部Mのう
ち、選択された任意の箇所に予め前記連結具Rを挿入
し、前記予め挿入された連結具Rのうち、隣接セグメン
ト本体に対する前記セグメント本体の押し込み操作によ
って、前記隣接セグメント本体のアリ溝部Mに嵌入され
る連結具Rを予め挿入配置してあるセグメント本体のア
リ溝部Mに、前記セグメント本体の押し込み連結の際に
前記連結具Rに生じる反力を受ける反力受け部9を設け
てあるところにある。
As shown in FIG. 3, a plurality of dovetail grooves M for joining the adjacent segments in the circumferential direction X are provided in the abutting portion 4 with the adjacent segments. The dovetail groove M in the direction along
The enlarged edge portion 1 of the connecting tool R for segment connection, which integrally includes a pair of enlarged edge portions 1 that can be fitted into the groove, and the contact surface of the dovetail groove M with the enlarged edge portion 1 is referred to as the enlarged edge portion. 1 is a tunnel segment that is formed in a tapered surface shape that makes the dovetail groove M approach the adjacent segment side as the fitting is performed along the dovetail groove M, and the plurality of the plurality of segments provided on the segment main body. In the dovetail part M, the connecting tool R is inserted in advance at an arbitrary selected position, and the operation of pushing the segment main body into the adjacent segment main body of the pre-inserted connecting tool R causes the adjacent segment main body to be inserted. The connecting tool R is inserted into the dovetail groove M of the segment body in which the connecting tool R to be inserted into the dovetail groove M is inserted in advance, and is generated in the connecting tool R when the segment body is pushed and connected. There is in the place where is provided with a reaction force receiving portion 9 receives a force.

【0009】請求項5の発明の特徴構成は図13〜15
に例示するごとく、前記アリ溝部Mが、セグメント本体
Fに埋設するアンカー部13と、前記連結具Rに生じる
反力を受ける反力受け部9と、前記連結具Rの押込みに
よりセグメント本体F同士を引付けるアリ溝とを設けた
連結用金具15によって形成されているところにある。
A feature of the invention according to claim 5 is shown in FIGS.
As shown in the example, the dovetail groove M is embedded in the segment body F, the reaction force receiving portion 9 receiving the reaction force generated in the connecting tool R, and the segment main bodies F are pushed by the connecting tool R. Is formed by the connecting metal fitting 15 provided with a dovetail groove for attracting the light.

【0010】尚、上述のように、図面との対照を便利に
するために符号を記したが、該記入により本発明は添付
図面の構成に限定されるものではない。
[0010] As described above, the reference numerals are used for convenience of comparison with the drawings, but the present invention is not limited to the configuration shown in the attached drawings.

【0011】〔作用及び効果〕請求項1の発明により、
前記第2セグメント本体の押込み操作によって前記連結
具に生じる反力を受ける反力受け部を、前記第1・第2
セグメント本体に設けた前記アリ溝部の内少なくとも前
記第2セグメント本体の切羽側アリ溝部に設けてあるか
ら、シールドジャッキの接当位置にかかわらず、反力受
け部を介して連結具を押し込んでセグメント本体同士を
引き付け連結することができる。つまり、セグメント本
体同士の継手部にシールドジャッキの接当位置が位置し
ないで、連結具を直接シールドジャッキに接当させて押
し込むことができなくても、第2セグメント本体の押し
込み操作により切羽側アリ溝部に設けた反力受け部に前
記切羽側連結具が接当し、前記第2セグメント本体に対
する押し込み力が前記反力受け部によって前記連結具に
伝達されてアリ溝部内における坑口側への押し込み力と
して作用し、セグメント本体同士を引き付け連結するこ
とができる。その結果、継手部からシールドジャッキの
接当位置が外れていても、手間をかけることなく迅速に
連結具を押し込んで、セグメント本体同士の引き付け連
結が行えるようにようになった。また、このときに、切
羽側アリ溝部内の反力受け部側に位置する連結具の切羽
側端部にバックアップ材を設けてあれば、トンネルセグ
メント本体同士を引き付け連結する際に一定の締付力を
付与することができる。
[Operation and Effect] According to the first aspect of the present invention,
A reaction force receiving portion that receives a reaction force generated in the coupling tool by a pushing operation of the second segment main body is provided with the first and second reaction force receiving portions.
Since at least one of the dovetail grooves provided in the segment body is provided in the face-side dovetail portion of the second segment body, regardless of the contact position of the shield jack, the connecting tool is pushed through the reaction force receiving portion to push the segment. The main bodies can be attracted and connected. In other words, even if the connecting position of the shield jack is not located at the joint portion between the segment bodies and the connecting tool cannot be directly contacted with the shield jack and pushed in, the pushing operation of the second segment body causes the face-side ant. The face-side connecting member comes into contact with a reaction force receiving portion provided in the groove portion, and a pushing force on the second segment main body is transmitted to the connecting member by the reaction force receiving portion and pushed into the wellhead side in the dovetail groove portion. Acting as a force, the segment bodies can be attracted and connected. As a result, even if the contact position of the shield jack is deviated from the joint portion, the connector can be quickly pushed in without any trouble, and the segment bodies can be pulled and connected. Also, at this time, if a backup material is provided at the face side end of the connecting tool located on the reaction force receiving portion side in the face side dovetail portion, a certain tightening is performed when the tunnel segment bodies are attracted and connected. Power can be applied.

【0012】請求項2の発明によれば、請求項1の発明
による作用効果を叶えることができるのに加えて、前記
反力受け部を、前記セグメント本体に対して着脱自在に
構成してあるから、トンネル周方向に隣接するセグメン
ト本体夫々の突合せ部を突き合わせた後でも、連結具を
切羽側から挿入することができる。つまり、反力受け部
を切羽側に設けてセグメント本体に対する押し込み力を
前記連結具に伝達していたので、例えば、反力受け部が
セグメント本体に固定されているものだとセグメント本
体の切り羽側端部に連結具挿入のための開口を設けるこ
とができないので、トンネル周方向に隣接するセグメン
ト本体夫々の突合せ部を突き合わせる作業よりも前に、
突合せ部に形成した連結具挿入用の開口から予め連結具
をアリ溝部内に挿入しておく必要があり、第2セグメン
ト本体のトンネル周方向に連結具の一端部を突出させた
状態のまま、セグメント本体同士の突合せ部を突合せて
から第2セグメント本体を押し込み操作する必要がある
が、前記セグメント本体同士の突合せ作業の際に、第2
セグメント本体の位置ずれを生じ、前記突出した連結具
の一端部が第1セグメント本体に接当して破損したり、
前記接当により第2セグメント本体が、その送り込み方
向に傾きを生じて押し込み作業ができなくなる恐れがあ
る。ところが、本件だとセグメント本体同士の突合せ部
を突き合わせた後に連結具を挿入することができるの
で、セグメント本体同士の突合せ部の突合せ作業の際
に、連結具が第1セグメントに接当して破損したり、第
2セグメント本体の押し込み作業ができなくなる恐れは
なくなる。その結果、セグメント本体同士の連結作業に
おいて、連結具の破損、及び第2セグメント本体の押し
込み作業に支障をきたすことがなくなるので、セグメン
ト本体同士の連結作業の作業性を向上させることができ
るようになった。
According to the second aspect of the invention, in addition to achieving the effects of the first aspect of the invention, the reaction force receiving portion is configured to be detachable from the segment main body. Therefore, even after the butting portions of the adjacent segment main bodies in the circumferential direction of the tunnel are butted, the connecting tool can be inserted from the face side. That is, since the reaction force receiving portion is provided on the face side and the pushing force to the segment body is transmitted to the connecting tool, for example, if the reaction force receiving portion is fixed to the segment body, the face of the segment body is Since it is not possible to provide an opening for inserting a connector at the side end portion, before the butting operation of the butting portions of the adjacent segment main bodies in the circumferential direction of the tunnel,
It is necessary to insert the connecting tool into the dovetail groove from the connecting tool insertion opening formed in the butting portion in advance, and with one end of the connecting tool protruding in the tunnel circumferential direction of the second segment body, It is necessary to push the second segment main body after the butting portions of the segment main bodies have been butted.
A displacement of the segment body occurs, and one end of the protruding connecting member contacts the first segment body and is damaged,
Due to the contact, the second segment main body may be inclined in the feeding direction, and the pushing operation may not be performed. However, in this case, the connecting tool can be inserted after the butting portions of the segment main bodies are butted, so that the connecting tool comes into contact with the first segment during the butting operation of the butting portions of the segment main bodies and is damaged. There is no danger that the work of pushing the second segment main body becomes impossible. As a result, in the connection work between the segment main bodies, the breakage of the connection tool and the work of pushing the second segment main body are not hindered, so that the workability of the connection work between the segment main bodies can be improved. became.

【0013】請求項3の発明によれば、請求項1又は2
の発明による作用効果を叶えることができるのに加え
て、前記アリ溝部内に前記連結具を備えたときに、前記
連結具と前記アリ溝部との間に形成される隙間を埋めて
前記連結具の姿勢が変更するのを規制する規制部材を設
けてあるから、セグメント本体同士の連結作業の際に連
結具が転倒することなくスムーズにアリ溝部に挿入され
るようになる。つまり、アリ溝部内に連結具を備えたと
きに、連結具とアリ溝部の間に形成される隙間によって
連結具の動きが許容されるので、第2セグメント本体の
押し込み操作時にセグメント本体のアリ溝部に嵌入する
連結具が、セグメント本体との接触で転倒し易くなり、
セグメント本体の押し込みが出来なくなる恐れを生じる
が、本件だと、規制部材によって連結具がセグメント本
体と接触しても転倒するのを防止できるので、アリ溝部
内にスムーズに連結具を嵌入させることができ、セグメ
ント本体の押し込み作業に支障をきたすことがなくな
る。その結果、セグメント本体同士の連結作業の作業性
を向上させることができるようになった。
According to the invention of claim 3, claim 1 or 2
In addition to achieving the effects of the invention, when the connecting tool is provided in the dovetail, the connecting tool is filled by filling a gap formed between the connecting tool and the dovetail. Since the restricting member for restricting the change of the posture is provided, the connecting tool can be smoothly inserted into the dovetail part without falling down when connecting the segment bodies. That is, when the connecting tool is provided in the dovetail groove, the movement of the connecting tool is allowed by the gap formed between the connecting tool and the dovetail groove. The connector that fits into the segment becomes easy to fall over in contact with the segment body,
Although there is a possibility that the segment body cannot be pushed in, in this case, the connecting member can be prevented from falling down even if the connecting member comes into contact with the segment body by the regulating member, so that the connecting member can be smoothly fitted into the dovetail groove. It does not hinder the pushing operation of the segment body. As a result, the workability of the connection work between the segment main bodies can be improved.

【0014】請求項4の発明によれば、前記セグメント
本体に設けた前記複数のアリ溝部のうち、選択された任
意の箇所に予め前記連結具を挿入し、前記予め挿入され
た連結具のうち、隣接セグメント本体に対する前記セグ
メント本体の押し込み操作によって、前記隣接セグメン
ト本体のアリ溝部に嵌入される連結具を予め挿入配置し
てあるセグメント本体のアリ溝部に、前記セグメント本
体の押し込み連結の際に前記連結具に生じる反力を受け
る反力受け部を設けてあるから、シールドジャッキの接
当位置にかかわらず、セグメント本体同士を引き付け連
結することができる。つまり、セグメント本体同士の継
手部にシールドジャッキの接当位置が位置しなくても、
前記既設セグメント本体のアリ溝部に嵌入される連結具
を予め挿入配置してあるセグメント本体アリ溝部に反力
受け部を設け、前記セグメント本体の前記既設セグメン
ト本体への押し込み操作に伴って前記連結具が前記反力
受け部に接当し、前記既設セグメント本体に対する押し
込み力が前記反力受け部によって前記連結具に伝達さ
れ、セグメント本体同士を引き付け連結する引き付け力
として作用させることができる。その結果、継手部から
シールドジャッキの接当位置が外れていても、手間をか
けることなく迅速に連結具を押し込んで、セグメント本
体同士の引き付け連結を行うことができるトンネル用セ
グメントを提供できるようになった。
According to the fourth aspect of the present invention, the connecting tool is inserted in advance into a selected one of the plurality of dovetails provided in the segment main body, and By pushing the segment main body into the adjacent segment main body, a connecting tool fitted into the dovetail groove of the adjacent segment main body is inserted into the dovetail groove of the segment main body in advance, and when the segment main body is pushed and connected, Since the reaction force receiving portion for receiving the reaction force generated in the connecting tool is provided, the segment main bodies can be connected to each other regardless of the contact position of the shield jack. In other words, even if the contact position of the shield jack is not located at the joint between the segment bodies,
A reaction force receiving portion is provided in a segment main body dovetail portion in which a connecting tool to be fitted into the dovetail groove portion of the existing segment main body is inserted and arranged in advance, and the connecting tool is pushed in with the operation of pushing the segment main body into the existing segment main body. Abuts against the reaction force receiving portion, and a pushing force on the existing segment main body is transmitted to the connecting tool by the reaction force receiving portion, and can act as an attraction force for attracting and connecting the segment main bodies. As a result, even if the contact position of the shield jack is deviated from the joint portion, it is possible to provide a tunnel segment that can quickly push the connecting tool without any trouble and can perform the pulling connection of the segment main bodies. became.

【0015】請求項5の発明によれば、請求項1〜3の
発明による作用効果を叶えることができるのに加えて、
前記アリ溝部が、セグメント本体に埋設するアンカー部
と、前記連結具に生じる反力を受ける反力受け部と、前
記連結具の押込みによりセグメント本体同士を引付ける
アリ溝とを設けた連結用金具によって形成されているか
ら、コンクリートセグメントにおいて、容易に反力受け
部を備えたアリ溝連結部を形成することができる。つま
り、コンクリートセグメント本体の周方向における突合
せ端部に前記連結用金具の突合せ面がくるようにして、
前記連結用金具に設けたアンカー部をコンクリートセグ
メント本体内に埋め込むだけで前記突合せ端部に反力受
け部を備えたアリ溝連結部を形成することができるの
で、その結果、反力受け部を備えたアリ溝連結部を設け
たコンクリートセグメント本体形成の作業性を向上させ
ることができる。
According to the fifth aspect of the invention, in addition to the effects of the first to third aspects of the invention,
A connection fitting in which the dovetail portion is provided with an anchor portion embedded in the segment body, a reaction force receiving portion for receiving a reaction force generated in the connection portion, and a dovetail groove for pulling the segment bodies together by pushing the connection portion. Therefore, in the concrete segment, the dovetail connecting portion having the reaction force receiving portion can be easily formed. That is, the butting surface of the connecting metal fitting comes to the butting end in the circumferential direction of the concrete segment body,
By merely embedding the anchor portion provided in the connection metal fitting in the concrete segment main body, the dovetail groove connection portion having the reaction force receiving portion at the butting end can be formed, as a result, the reaction force receiving portion can be formed. The workability of forming the concrete segment main body provided with the provided dovetail connection portion can be improved.

【0016】[0016]

【発明の実施の形態】以下に本発明の実施の形態を図面
に基づいて説明する。尚、図面において従来例と同一の
符号で表示した部分は、同一又は相当の部分を示してい
る。
Embodiments of the present invention will be described below with reference to the drawings. In the drawings, portions denoted by the same reference numerals as those of the conventional example indicate the same or corresponding portions.

【0017】本発明のトンネル用セグメントの連結具R
およびトンネルリング形成用ユニットに係わる概要を図
1および図2に示す。本実施形態では、トンネル周方向
Xに連続して環状に構築された既設トンネルリングTR
に対してAセグメント本体aと、Bセグメント本体b
と、Cセグメント本体cとを連結具Rを用いて順次取付
け、新たなトンネルリングTRを構築する場合の例を示
す。ここで、前記Aセグメント本体aは、前記既設トン
ネルTRに対して最初に取付るセグメント本体である。
つまり、新たなトンネルリングTRを構築する際にトン
ネル周方向Xにおいて最初に連結されるセグメント本体
である。前記Bセグメント本体bは、前記Aセグメント
本体aを挟んでトンネル周方向Xに順次連結するセグメ
ント本体であり、一つのトンネルリングTRを形成する
セグメント本体のうち、前記Aセグメント本体aと後述
するCセグメント本体cとを除く全てのセグメント本体
が当該Bセグメント本体bである。前記Cセグメント本
体cは、一つのトンネルリングTRを完成させるために
最後に連結するセグメント本体である。つまり、前記C
セグメント本体cは、二つのBセグメント本体bによっ
て形成された隙間に押し込んで連結する。尚、これらの
セグメント本体は、例えば、ダクタイルセグメントの他
に、コンクリートセグメント、スチールセグメント、ダ
クタイル+コンクリートの合成セグメントなどの各種の
セグメントで構成することができる。
The tunnel segment connecting tool R of the present invention
FIGS. 1 and 2 show an outline relating to a unit for forming a tunnel ring. In the present embodiment, the existing tunnel ring TR continuously constructed in an annular shape continuously in the tunnel circumferential direction X.
A segment body a and B segment body b
And a C-segment main body c are sequentially attached using a connecting tool R to construct a new tunnel ring TR. Here, the A segment main body a is a segment main body that is first attached to the existing tunnel TR.
That is, it is the segment main body that is connected first in the tunnel circumferential direction X when constructing a new tunnel ring TR. The B segment body b is a segment body sequentially connected in the tunnel circumferential direction X with the A segment body a interposed therebetween. Of the segment bodies forming one tunnel ring TR, the A segment body a and C described later are used. All the segment bodies except the segment body c are the B segment bodies b. The C-segment body c is a last-connected segment body for completing one tunnel ring TR. That is, the C
The segment body c is pushed into and connected to the gap formed by the two B segment bodies b. These segment bodies can be composed of various segments such as a concrete segment, a steel segment, and a composite segment of ductile and concrete, in addition to the ductile segment.

【0018】前記A・B・Cの各セグメント本体は、図
2に示すような連結具Rを用いて互いに連結する。図3
には、前記A・B・Cの各セグメント本体を連結する際
の態様を示す。
The segments A, B, and C are connected to each other using a connecting member R as shown in FIG. FIG.
Shows an aspect when the above-mentioned A, B and C segment bodies are connected.

【0019】前記連結具Rは図2に示すように、略矩形
状であって、当該連結具Rの押し込み方向Zに沿った両
縁部に夫々拡大縁部を1を有している。当該双方の拡大
縁部1は平板状の胴部2で連接されている。また、夫々
の拡大縁部1には実際にセグメント本体Fどうしを引き
つけるためのテーパー面状の挟持部3を形成してある。
これら挟持部3どうしの間隔は、当該連結具Rの押し込
み方向Zに沿った押し込み方向Zの反対側ほど広く構成
してある。図中6は、連結具Rを、アリ溝部M内に備え
たときに前記連結具Rと前記アリ溝部Mとの間に形成さ
れる隙間Sにおいて、その隙間Sを埋めて前記連結具R
の姿勢が変更するのを規制する規制部材である。
As shown in FIG. 2, the connecting member R is substantially rectangular and has enlarged edges 1 at both edges along the pushing direction Z of the connecting member R. The two enlarged edges 1 are connected by a flat body 2. Each of the enlarged edges 1 is formed with a tapered holding portion 3 for actually attracting the segment bodies F to each other.
The interval between the holding portions 3 is configured to be wider on the opposite side of the pushing direction Z of the connecting tool R along the pushing direction Z. In the figure, reference numeral 6 denotes a gap S formed between the coupling tool R and the dovetail groove M when the coupling tool R is provided in the dovetail groove M so as to fill the gap S.
Is a regulating member that regulates a change in the attitude of the user.

【0020】一方、前記A・B・Cの各セグメント本体
の端部のうちトンネル周方向Xの両端部には、隣接する
セグメント本体と連結するための突合せ部4を備えてあ
る。そして、当該突合せ部4のうち、トンネル長手方向
Yに沿った両端部には夫々アリ溝部Mを形成してある。
当該アリ溝部Mには、アリ溝内に前記連結具Rの拡大縁
部1を挿入したときに前記挟持部3が当接する被挟持部
5を形成してある。
On the other hand, at the ends of each of the A, B and C segment bodies in both ends in the tunnel circumferential direction X, there are provided butting portions 4 for connecting with adjacent segment bodies. In the butting portion 4, dovetail grooves M are formed at both ends along the tunnel longitudinal direction Y.
The dovetail portion M is formed with a to-be-held portion 5 with which the holding portion 3 comes into contact when the enlarged edge 1 of the connecting tool R is inserted into the dovetail groove.

【0021】セグメント本体どうしの連結は以下のごと
く行う。尚、ここでは、図3に示したうちの前記Aセグ
メント本体aと前記Bセグメント本体bとを連結する場
合を例にとる。図3は、前記Aセグメント本体aが既設
のトンネルリングTRに連結された状態を示している。
尚、図面中のトンネル長手方向Yを上下方向、トンネル
周方向Xを左右方向と見なして説明する。図3において
は、下方側がトンネルシールドの切羽側であり、上方側
が坑口側である。トンネル掘削は図3の下方に向かって
行われる。よって、ここで連結するBセグメント本体b
は、図3の上方に向かって押し込まれる。本実施形態で
は、当該Bセグメント本体bを押し込む方向を坑口側と
称し、その反対側を切羽側と称する。前記Aセグメント
本体aの双方の突合せ部4には、合計四箇所にアリ溝部
Mを形成してある。このうち、既設トンネルリングTR
の側の二つを坑口側アリ溝部M1とし、他の残りの二つ
を切羽側アリ溝部M2とする。Aセグメント本体aは、
双方の坑口側アリ溝部M1に坑口側連結具R1を挿入し
た状態で既設トンネルリングTRに取付てある。一方、
当該Aセグメント本体aに対して連結するBセグメント
本体bの双方の突合せ部4にも、夫々坑口側アリ溝部M
1と切羽側アリ溝部M2とを形成してある。ただし、B
セグメント本体bにおいては、前記Aセグメント本体a
に連結する突合せ部4の切羽側アリ溝部M2に切羽側連
結具R2を備えるとともに、他方の突合せ部4の前記坑
口側アリ溝部M1に坑口側連結具R1を備えている。
尚、図3に示すごとく、前記Cセグメント本体cでは、
夫々の突合せ部4において何れも前記切羽側アリ溝部M
2に切羽側連結具R2を備えてある。
The connection between the segment bodies is performed as follows. Here, the case where the A segment main body a and the B segment main body b shown in FIG. 3 are connected is taken as an example. FIG. 3 shows a state in which the A segment main body a is connected to the existing tunnel ring TR.
The description will be made assuming that the longitudinal direction Y of the tunnel in the drawing is the vertical direction and the circumferential direction X of the tunnel is the horizontal direction. In FIG. 3, the lower side is the face side of the tunnel shield, and the upper side is the wellhead side. Tunnel excavation is performed downward in FIG. Therefore, the B segment body b connected here
Is pushed upward in FIG. In the present embodiment, the direction in which the B segment main body b is pushed in is referred to as a wellhead side, and the opposite side is referred to as a face side. A dovetail groove M is formed at a total of four locations on both butting portions 4 of the A segment main body a. Of these, the existing tunnel ring TR
Are the wellhead-side dovetails M1 and the other two are face-face dovetails M2. The A segment body a
The wellhead-side dovetail part M1 is attached to the existing tunnel ring TR with the wellhead-side connecting tool R1 inserted. on the other hand,
Both the butting portions 4 of the B segment main body b connected to the A segment main body a also have a wellhead side dovetail groove M, respectively.
1 and a face-side dovetail groove M2. Where B
In the segment body b, the A segment body a
The face-face dovetail groove M2 of the butting part 4 is connected to the face-face dovetail groove M2, and the wellhead-side dovetail groove M1 of the other butting part 4 is provided with a wellhead-side connector R1.
As shown in FIG. 3, in the C segment main body c,
In each of the butting portions 4, the face-side dovetail portion M
2 is provided with a face side connecting tool R2.

【0022】前記Bセグメント本体bを押し込む際に
は、前記Aセグメント本体aの坑口側アリ溝部M1に設
けた坑口側連結具R1に対してBセグメント本体bの坑
口側アリ溝部M1を嵌合し、同時に、前記Aセグメント
本体aの前記切羽側アリ溝部M2に対して、前記Bセグ
メント本体bの切羽側アリ溝部M2に設けた切羽側連結
具R2を挿入する。この状態でBセグメント本体bをさ
らに押し込むと、夫々の連結具R1,R2によって、A
セグメント本体aとBセグメント本体bとが引き付けら
れ、連結される。この場合に、坑口側連結具R1は前記
既設トンネルリングTRに接当して押込み力を得ること
ができ、一方の切羽側連結具R2は、例えばトンネルシ
ールドのジャッキJ等の押込手段によって押込み力を得
る。
When the B-segment body b is pushed in, the well-portion-side dovetail portion M1 of the B-segment body b is fitted into the wellhead-side connecting member R1 provided in the well-portion-side dovetail portion M1 of the A-segment body a. At the same time, the face-side coupler R2 provided in the face-side dovetail groove M2 of the B-segment body b is inserted into the face-side dovetail groove M2 of the A-segment body a. In this state, when the B segment body b is further pushed in, the respective connecting members R1 and R2 cause A
The segment body a and the B segment body b are attracted and connected. In this case, the wellhead-side connecting tool R1 can abut on the existing tunnel ring TR to obtain a pushing force, and the one face-side connecting tool R2 is pushed by pushing means such as a jack J of a tunnel shield. Get.

【0023】本発明に係る連結具Rは、バックアップ材
Tを備えている。バックアップ材Tは、双方の拡大縁部
1のうち一方の端部に設けてあり、その突出方向は当該
連結具Rの押込み方向Zと略平行に設定してある。この
ように一方の拡大縁部1にのみバックアップ材Tを設け
るのは、連結具Rを実質的に押し込むのは前記Bセグメ
ント本体bの切羽側アリ溝部M2に形成の反力受け部9
であると共に、坑口側アリ溝部M1であることに基づ
く。当該バックアップ材Tの取付けは、図2に示すごと
く前記拡大縁部1の後端に形成した凹部12に嵌入固定
するものであってもよいし、接着剤等を用いて接着固定
するものであってもよい。尚、前記バックアップ材Tは
双方の拡大縁部1の後端部に設けても構わない。図2に
示すごとく、前記バックアップ材Tは、例えば中空の円
筒部材16で構成する。前記バックアップ材Tは、例え
ば連結具R1の場合は既設のトンネルリングTRから所
定の押圧力を受け、連結具R2の場合は反力受け部9か
ら所定の押圧力を受けて図4に示すごとく面外変形す
る。つまり、連結具Rが押し込まれるとAセグメント本
体aとBセグメント本体bとが次第に引き付けられるか
ら、これに伴って連結具Rを押し込むために必要な力が
増加する。この間、前記バックアップ材Tは弾性変形す
る。しかし、締結力が所定の値に達した段階で前記バッ
クアップ材Tには塑性変形が生じ始める。この状態で
は、連結具Rによる締結力はもはや上昇せず、Aセグメ
ント本体aとBセグメント本体bとを引き付ける力は一
定に保持されるのである。
The connecting tool R according to the present invention includes a backup material T. The backup material T is provided at one end of the two enlarged edges 1, and the projecting direction thereof is set substantially parallel to the pushing direction Z of the connecting tool R. The reason why the backup material T is provided only on one of the enlarged edges 1 in this manner is that the connecting tool R is substantially pushed in by the reaction force receiving portion 9 formed in the face-side dovetail portion M2 of the B segment main body b.
And based on the wellhead side dovetail portion M1. As shown in FIG. 2, the backup material T may be attached and fixed to a concave portion 12 formed at the rear end of the enlarged edge portion 1, or may be attached and fixed using an adhesive or the like. You may. The backup material T may be provided at the rear ends of both enlarged edges 1. As shown in FIG. 2, the backup material T is formed of, for example, a hollow cylindrical member 16. The backup material T receives a predetermined pressing force from the existing tunnel ring TR in the case of the connecting tool R1, and receives a predetermined pressing force from the reaction force receiving portion 9 in the case of the connecting tool R2, as shown in FIG. Out of plane deformation. That is, when the connecting tool R is pushed in, the A segment main body a and the B segment main body b are gradually attracted, and accordingly, the force required to push the connecting tool R increases. During this time, the backup material T is elastically deformed. However, when the fastening force reaches a predetermined value, plastic deformation of the backup material T starts to occur. In this state, the fastening force of the connecting member R no longer increases, and the force for attracting the A segment main body a and the B segment main body b is kept constant.

【0024】前記アリ溝部Mの溝の形状は、図9に示す
ように、連結具Rの挟持部3に対する被挟持部5以外の
部分は、連結具Rに対して密着させる必要はないので隙
間Sを設けて形成してある。これだと、被挟持部5以外
は鋳ばなし状態で良くなるので被挟持部5の切削代が少
なくなり切削作業の作業性が向上する。
As shown in FIG. 9, the shape of the dovetail groove M is such that the portions other than the clamped portion 5 of the connecting member R with respect to the holding portion 3 do not need to be in close contact with the connecting member R. It is formed by providing S. In this case, since the parts other than the clamped portion 5 are in the cast-free state, the cutting allowance of the clamped portion 5 is reduced, and the workability of the cutting operation is improved.

【0025】前記アリ溝部Mのうち坑口側アリ溝部M1
は、図8に示すように、トンネル長手方向Yに沿った坑
口側端部7に開口しており、前記坑口側連結具R1は当
該開口側から前記坑口側アリ溝部M1に挿入して、前記
突合せ部4の中央部に向かって押し込むこととなる。前
記アリ溝部Mのうち切羽側アリ溝部M2は、セグメント
本体Fのトンネル周方向Xに沿う左右でその形状は異な
っており、図7,8に示すように、第1セグメント本体
F1(既設セグメント本体)と、前記第1セグメント本
体F1に対して後から連結する第2セグメント本体F2
との突合せ部4に位置する切羽側アリ溝部M2のうち、
第2セグメント本体F2側の切羽側アリ溝部M2は、前
記第1セグメント本体F1との突合せ部4に切羽側連結
具R2挿入用の開口10を設けると共に、前記切羽側ア
リ溝部M2における切羽側端部8には、前記第2セグメ
ント本体F2の押し込みによる押し込み力を前記バック
アップ材Tを介して前記切羽側連結具R2に伝える反力
受け部9を設けて形成してある。また、第1セグメント
本体F1側の切羽側アリ溝部M2は、前記坑口側アリ溝
部M1同様にトンネル長手方向Yに沿った切羽側端部8
に開口しており、前記第2セグメント本体F2の切羽側
溝部M2に備えた連結具R2が、前記第2セグメント本
体の押し込み操作により当該開口側から前記第1セグメ
ント本体F1の切羽側アリ溝部M1に挿入し、前記突合
せ部4の中央側に向かって押し込むこととなる。
The dovetail-side dovetail portion M1 of the dovetail portion M
As shown in FIG. 8, an opening is formed at the wellhead side end 7 along the tunnel longitudinal direction Y, and the wellhead-side coupler R1 is inserted into the wellhead dovetail groove M1 from the opening side. It is pushed toward the center of the butting portion 4. The face-side dovetail portion M2 of the dovetail portion M has different shapes on the left and right along the tunnel circumferential direction X of the segment body F, and as shown in FIGS. 7 and 8, the first segment body F1 (the existing segment body). ) And a second segment body F2 that is later connected to the first segment body F1.
Of the face-side dovetail portion M2 located at the butting portion 4 with
The face-side dovetail groove M2 on the second segment body F2 side has an opening 10 for inserting a face-side coupler R2 at the abutting portion 4 with the first segment body F1, and the face-side end of the face-side dovetail groove M2. The portion 8 is provided with a reaction force receiving portion 9 for transmitting a pushing force generated by pushing the second segment body F2 to the face-side connecting member R2 via the backup material T. The face-side dovetail groove M2 on the first segment body F1 side is the face-side end 8 along the tunnel longitudinal direction Y similarly to the wellhead side dovetail groove M1.
The connector R2 provided in the face-side groove portion M2 of the second segment body F2 is pushed into the face side dovetail groove M1 of the first segment body F1 from the opening side by the pushing operation of the second segment body. , And pushed toward the center of the butting portion 4.

【0026】Bセグメント本体bを押し込む際の前記連
結具Rの動作原理を以下に示す。尚、連結する二つのセ
グメント本体の組み合わせは、A−B、B−B、B−C
の三種類があり、夫々のセグメント本体において坑口側
の連結具R1と切羽側の連結具R2とは各別に押し込ま
れるが、何れの連結具Rの動作原理は同じである。つま
り、坑口側の連結具R1は既設トンネルリングTRに当
接し、切羽側の連結具R2は押込手段Jにより切羽側ア
リ溝部M2に形成の反力受け部9に当接するものであ
る。
The principle of operation of the connecting member R when the B segment body b is pushed in will be described below. The combination of the two segment bodies to be connected is AB, BB, BC
In each segment body, the wellhead-side connecting tool R1 and the face-face-side connecting tool R2 are separately pushed in, but the operating principle of any of the connecting tools R is the same. In other words, the coupling tool R1 on the wellhead side comes into contact with the existing tunnel ring TR, and the coupling tool R2 on the face side comes into contact with the reaction force receiving portion 9 formed in the face side dovetail portion M2 by the pushing means J.

【0027】前記既設トンネルリングTRに取付た第1
セグメント本体F1に対して前記連結具Rを用いて第2
セグメント本体F2を連結する過程を切羽側アリ溝部M
2について説明する。図6に示すごとく、第2セグメン
ト本体F2のうち、第1セグメント本体F1側に位置す
る突合せ部4に形成した切羽側連結具R2挿入用の開口
10から、切羽側連結具R2の双方の挟持部3のうちバ
ックアップ材Tを備えた側の挟持部3を挿入し、図7に
示すように、前記バックアップ材Tを設けていない側の
挟持部3は露出させたまま切羽側アリ溝部M2内の切羽
側へ移動させる。このとき、前記連結具R2に一体形成
してあるゴム材で形成された規制部材6が、前記切羽側
連結具R2と前記切羽側アリ溝部M2との間に形成され
る隙間Sを埋めて前記切羽側連結具R2の姿勢が変更す
るのを規制する。そして、シールドジャッキJによる第
2セグメント本体F2の押し込み操作により露出させた
前記切羽側連結具R2の挟持部3が、第1セグメント本
体F1の切羽側アリ溝部M2に挿入し、前記シールドジ
ャッキJによる押し込み力を、前記第2セグメント本体
F2に形成の反力受け部9から前記切羽側連結具R2に
設けたバックアップ材Tを介して前記切羽側連結具R2
に形成の挟持部3に伝え、前記第1,第2セグメント本
体F1,F2に形成の切羽側アリ溝部M2内の夫々の被
挟持部5との摺接で両セグメント本体F同士が引き付け
連結される。このとき、バックアップ材Tは、図2に示
すごとく中空の円筒部材16で構成されており、図4に
示すように所定の押し圧力を受けた前記バックアップ材
Tが塑性変形しながら引き付け連結することによって、
締結力を所定の値に保持することができるようになって
いる。前記シールドジャッキJは、セグメント本体F同
士の継手部11に位置させると共に、直接切羽側連結具
R2に接当させる必要はなく、第2セグメント本体F2
を押し込むだけでセグメント本体F同士の引き付け連結
を行うことができる。
The first tunnel ring attached to the existing tunnel ring TR
Second using the connecting member R with respect to the segment body F1
The process of connecting the segment body F2 is described as the face side dovetail portion M
2 will be described. As shown in FIG. 6, of the second segment body F2, both of the face side connector R2 are clamped from the opening 10 for inserting the face side connector R2 formed in the butting portion 4 located on the first segment body F1 side. The holding portion 3 on the side provided with the backup material T among the portions 3 is inserted, and as shown in FIG. 7, the holding portion 3 on the side not provided with the backup material T is exposed in the face-side dovetail portion M2. To the side of the face. At this time, the regulating member 6 formed of a rubber material integrally formed with the connecting tool R2 fills the gap S formed between the face-side connecting tool R2 and the face-side dovetail groove M2, and The posture of the face-side coupler R2 is prevented from changing. Then, the clamping portion 3 of the face-side coupling tool R2 exposed by the pushing operation of the second segment body F2 by the shield jack J is inserted into the face-face dovetail groove M2 of the first segment body F1. The pushing force is applied from the reaction force receiving portion 9 formed on the second segment main body F2 via the backup material T provided on the face-side connector R2 to the face-side connector R2.
The two segment bodies F are connected to each other by sliding contact with the respective clamped parts 5 in the face-side dovetail groove M2 formed in the first and second segment bodies F1 and F2. You. At this time, the backup material T is constituted by a hollow cylindrical member 16 as shown in FIG. 2, and as shown in FIG. By
The fastening force can be maintained at a predetermined value. The shield jack J does not need to be located at the joint portion 11 between the segment bodies F and directly contact the face-side connecting member R2.
, The segment bodies F can be attracted and connected to each other only by pushing the.

【0028】〔別実施形態〕以下に他の実施形態を説明
する。 〈1〉反力受け部9は先の実施形態で説明した切羽側ア
リ溝部M2内に形成したものに限るものではなく、例え
ば、図10(イ),(ロ)に示すように、第2セグメン
ト本体F2から第1セグメント本体F1側に延設した板
壁によるものでも良い。これだと、少なくとも当該側に
バックアップ材Tを設けておけば、第2セグメント本体
F2による押込み力の作用線上にバックアップ材Tが位
置することとなるから、押込みに際して切羽側連結具R
2が回転する等の不都合は生じない。このとき、第1セ
グメント本体F1の切羽側アリ溝部M2の切羽側端部8
を前記反力受け部9を形成する板壁分の凹部を形成する
必要がある。 〈2〉反力受け具9は先の実施形態で説明した第2セグ
メント本体F2と一体に固定されたものに限るものでは
なく、例えば、図11(イ),(ロ)に示すように、ね
じ込み式のプラグ19等により着脱自在に形成してある
ものでも良い。つまり、第2セグメント本体F2の切羽
側アリ溝部M2の切羽側端部8に雌ネジ部17を形成
し、前記プラグ19に形成の雄ねじ部18をねじ込んで
装着することにより反力受け部を形成する。これだと、
第1、第2セグメント本体同士の突合せ部4を突き合わ
せてからでも連結具Rを切羽側から第2セグメント本体
F2の切羽側アリ溝部M2内に挿入することができる。
さらに、連結具Rを挿入するための大きな開口部(図6
の開口10参照)は必要なく、アリ溝部M2を小型、軽
量化できる。 〈3〉コンクリートセグメントに使用するアリ溝部M
は、例えば図12に示すように、第1セグメント本体F
1と第2セグメント本体F2との突合せ部4に埋設形成
した連結用金具のうち、第1セグメント本体の切羽側ア
リ溝部M1と坑口側アリ溝部M2、及び第2セグメント
本体F2の坑口側アリ溝部M2には、トンネル長手方向
に沿った夫々の切羽側端部8又は坑口側端部7に連結具
Rが嵌入するための開口を形成した連結用金具22を使
用し、第2セグメント本体F2の切羽側アリ溝部M2に
は、前記第1セグメント本体F1との突合せ部4に切羽
側連結具R2挿入用の開口10を設けると共に、前記切
羽側アリ溝M2における切羽側端部8には、前記第2セ
グメント本体F2の押し込みによる押し込み力を前記バ
ックアップ材Tを介して前記切羽側連結具R2に伝える
反力受け部9を設けて形成した連結用金具23を使用す
る構成のものでも良い。 〈4〉コンクリートセグメントに使用するアリ溝部M
は、例えば、図13,14,15に示すように、セグメ
ント本体Fに埋設するアンカー部13と、前記連結具R
に生じる反力を受ける反力受け部9と、前記連結具Rの
押込みによりセグメント本体同士を引付けるアリ溝部M
とを設けた連結用金具15によって形成されているもの
でも良い。連結具R1及び連結具R2の前記連結用金具
15内への挿入操作は、前記連結金具15に形成の開口
10より行われる。 〈5〉規制部材6の形状は先の実施形態で説明した形状
のものに限るものではなく、例えば、図16,17に示
すような突出部を形成したものでも良い。前記突出部
は、連結具Rの押し込み方向Zにおける連結具Rの長さ
全体にわたって設けてあっても良いし、その一部の長さ
でも良い。要するに、第1セグメント本体F1と第2セ
グメント本体F2との連結の際の抵抗で、前記連結具R
が転倒することのないようにその姿勢を規制できる形状
であれば任意である。また、図18に示すように連結具
R本体に設けるのではなく、アリ溝部M内に突出部を形
成するものであっても良い。その材質もゴム材に限るも
のではなく、連結具Rの姿勢変更を規制できるものであ
るなら任意である。
[Another Embodiment] Another embodiment will be described below. <1> The reaction force receiving portion 9 is not limited to the one formed in the face-side dovetail portion M2 described in the above embodiment. For example, as shown in FIGS. A plate wall extending from the segment main body F2 to the first segment main body F1 may be used. In this case, if at least the backup material T is provided on the corresponding side, the backup material T will be located on the line of action of the pushing force by the second segment body F2.
Inconvenience such as rotation of 2 does not occur. At this time, the face side end 8 of the face side dovetail groove M2 of the first segment body F1.
It is necessary to form a concave portion for the plate wall forming the reaction force receiving portion 9. <2> The reaction force receiver 9 is not limited to the one integrally fixed to the second segment main body F2 described in the above embodiment. For example, as shown in FIGS. It may be formed detachably by a screw-type plug 19 or the like. That is, the female thread 17 is formed at the face end 8 of the face dovetail groove M2 of the second segment body F2, and the male screw 18 formed on the plug 19 is screwed and mounted to form a reaction force receiving portion. I do. With this,
Even after the butting portions 4 of the first and second segment bodies abut against each other, the connector R can be inserted into the face-side dovetail portion M2 of the second segment body F2 from the face side.
Further, a large opening (FIG. 6) for inserting the connecting member R is provided.
The opening 10 is not necessary, and the dovetail groove M2 can be reduced in size and weight. <3> Dovetail groove M used for concrete segment
Is, for example, as shown in FIG.
Among the connecting fittings buried in the butting portion 4 of the first and second segment bodies F2, the face side dovetail M1 and the wellbore dovetail M2 of the first segment body, and the wellbore dovetail part of the second segment body F2. For M2, use the connecting metal fitting 22 having an opening for fitting the connecting tool R into the respective face side end 8 or wellhead side end 7 along the tunnel longitudinal direction, and use the second segment body F2. The face-side dovetail M2 is provided with an opening 10 for inserting the face-side coupling R2 at the abutting portion 4 with the first segment body F1, and the face-side end 8 of the face-side dovetail M2 has A configuration using a connection fitting 23 formed by providing a reaction force receiving portion 9 for transmitting a pushing force due to the pushing of the second segment body F2 to the face-side connection tool R2 via the backup material T may be used. There. <4> Dovetail groove M used for concrete segment
For example, as shown in FIGS. 13, 14, and 15, an anchor portion 13 embedded in the segment body F and the connecting member R
And a dovetail groove M for attracting the segment bodies to each other by pushing the connecting tool R.
May be formed by the connection metal fitting 15 provided with. The operation of inserting the connecting tool R1 and the connecting tool R2 into the connecting fitting 15 is performed through an opening 10 formed in the connecting fitting 15. <5> The shape of the regulating member 6 is not limited to the shape described in the above embodiment, and for example, a shape having a protruding portion as shown in FIGS. The protrusion may be provided over the entire length of the connector R in the pushing direction Z of the connector R, or may be a part of the length. In short, the resistance at the time of connection between the first segment main body F1 and the second segment main body F2,
Any shape can be used as long as it can regulate its posture so that it does not fall. Further, instead of being provided on the connecting member R main body as shown in FIG. 18, a projecting portion may be formed in the dovetail groove M. The material is not limited to the rubber material, and any material can be used as long as the change in the posture of the connecting member R can be regulated.

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

【図1】本発明のトンネル用セグメントの連結部の概要
を示す斜視図
FIG. 1 is a perspective view showing an outline of a connecting portion of a tunnel segment of the present invention.

【図2】本発明に係わる連結具を示す平面図FIG. 2 is a plan view showing a connector according to the present invention.

【図3】各種セグメント本体の連結態様を示す説明図FIG. 3 is an explanatory view showing a connection state of various segment bodies.

【図4】変形途中の突出部材を示す説明図FIG. 4 is an explanatory view showing a projecting member that is being deformed.

【図5】本発明に係わるセグメント本体の突合せ部を示
す斜視図
FIG. 5 is a perspective view showing a butted portion of a segment main body according to the present invention.

【図6】本発明に係わる連結具の取付態様を示す部分断
面図
FIG. 6 is a partial cross-sectional view showing a mounting mode of the connector according to the present invention.

【図7】本発明に係わるセグメント本体の連結過程の詳
細を示す一部切り欠き断面図
FIG. 7 is a partially cutaway sectional view showing details of a connecting process of the segment main body according to the present invention.

【図8】本発明に係わるセグメント本体の連結態様を示
す一部切り欠き断面図
FIG. 8 is a partially cutaway cross-sectional view showing a connection mode of the segment main bodies according to the present invention.

【図9】本発明に係わる連結具による連結態様を示す部
分拡大縦断正面図
FIG. 9 is a partially enlarged longitudinal sectional front view showing a connection mode using a connection tool according to the present invention.

【図10】本発明に係わるセグメント本体の他の連結態
様を示す説明図
FIG. 10 is an explanatory view showing another connection mode of the segment main body according to the present invention.

【図11】本発明に係わるセグメント本体の他の例の連
結態様を示す説明図
FIG. 11 is an explanatory view showing a connection mode of another example of the segment main body according to the present invention.

【図12】本発明に係わるセグメント本体の他の例の突
合せ部を示す斜視図
FIG. 12 is a perspective view showing a butt portion of another example of the segment body according to the present invention.

【図13】本発明に係わるセグメント本体の他の例の突
合せ部を示す斜視図
FIG. 13 is a perspective view showing a butt portion of another example of the segment main body according to the present invention.

【図14】本発明に係わるセグメント本体の他の例の連
結態様を示す横断平面図
FIG. 14 is a cross-sectional plan view showing a connection mode of another example of the segment main body according to the present invention.

【図15】本発明に係わる連結具による他の例の連結態
様を示す部分拡大縦断正面図
FIG. 15 is a partially enlarged longitudinal sectional front view showing another example of a connection mode using the connection tool according to the present invention.

【図16】本発明に係わる連結具の他の例を示す連結説
明図
FIG. 16 is a connection explanatory view showing another example of the connection tool according to the present invention.

【図17】本発明に係わる連結具の他の例を示す連結説
明図
FIG. 17 is a connection explanatory view showing another example of the connection tool according to the present invention.

【図18】本発明に係わる連結具の他の例を示す連結説
明図
FIG. 18 is a connection explanatory view showing another example of the connection tool according to the present invention.

【図19】従来例の連結態様を示す連結説明図FIG. 19 is a connection explanatory view showing a connection example of a conventional example.

【図20】従来例の連結態様を示す連結説明図FIG. 20 is a connection explanatory diagram showing a connection example of a conventional example.

【図21】従来例の連結態様を示す連結説明図FIG. 21 is a connection explanatory diagram showing a connection example of a conventional example.

【符号の説明】[Explanation of symbols]

R 連結具 X トンネル周方向 Y トンネル長手方向 F1 第1セグメント本体 F2 第2セグメント本体 M アリ溝部 M1 坑口側アリ溝部 M2 切羽側アリ溝部 R 連結具 R1 坑口側アリ溝部 R2 切羽側アリ溝部 S 隙間 4 突合せ部 6 規制部材 7 坑口側端部 8 切羽側端部 9 反力受け部 13 アンカー部 14 アリ溝 15 連結用金具 R Connecting tool X Tunnel circumferential direction Y Tunnel longitudinal direction F1 First segment main body F2 Second segment main body M Dovetail groove M1 Wellhead-side dovetail groove M2 Face-side dovetail groove R Connector R1 Wellhead-side dovetail groove R2 Face-side dovetail groove S Gap 4 Butt 6 Control member 7 Wellhead side end 8 Face side end 9 Reaction force receiving part 13 Anchor part 14 Dovetail groove 15 Connection metal fitting

───────────────────────────────────────────────────── フロントページの続き (72)発明者 青木 敏行 大阪府大阪市大正区南恩加島7丁目1番22 号 株式会社クボタ恩加島工場内 (72)発明者 辻本 和則 大阪府大阪市大正区南恩加島7丁目1番22 号 株式会社クボタ恩加島工場内 Fターム(参考) 2D055 BA01 BB01 GC02 KB04 KB07 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Toshiyuki Aoki 7-1-22-2 Minamienkajima, Taisho-ku, Osaka-shi, Osaka Inside Kubota Enkajima Plant Co., Ltd. (72) Inventor Kazunori Tsujimoto Minami, Taisho-ku, Osaka-shi, Osaka 7-12-22 Enkajima F-term in Kubota Enkajima Plant (reference) 2D055 BA01 BB01 GC02 KB04 KB07

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 複数のトンネル用セグメント本体を、連
結具を用いてトンネル周方向に引付け連結してトンネル
壁を構築すべく、既に構築した第1セグメント本体に対
して第2セグメント本体をトンネルの長手方向に沿って
切羽側から坑口側に押込んで連結するために、前記第1
・第2セグメント本体の夫々が、互いに連結するための
突合せ部をトンネル周方向に沿った端部に備え、夫々の
前記突合せ部における前記坑口側の端部に坑口側アリ溝
部を形成すると共に、夫々の前記突合せ部における前記
切羽側の端部に切羽側アリ溝部を形成し、前記第1、第
2セグメント本体を突き合わせた状態で対向する両アリ
溝部に沿って各別に嵌入自在な一対の拡大縁部を一体に
備え、前記拡大縁部に対する夫々の前記アリ溝部の接当
面を、前記拡大縁部を前記アリ溝部に沿って嵌入させる
に伴って前記両突合せ部が相対的に近接するテーパー面
状に形成した連結具を形成し、前記第1セグメント本体
の前記坑口側アリ溝部に坑口側連結具を備えると共に、
前記第2セグメント本体の前記切羽側アリ溝部にも切羽
側連結具を備え、切羽側から坑口側への前記第2セグメ
ント本体の押込み操作によって、前記第1・第2セグメ
ント本体を連結するトンネル用セグメントの連結部であ
って、前記第2セグメント本体の押込み操作によって前
記連結具に生じる反力を受ける反力受け部を、前記第1
・第2セグメント本体に設けた前記アリ溝部の内、少な
くとも前記第2セグメント本体の切羽側アリ溝部に設け
てあるトンネル用セグメントの連結部。
A second segment body is tunneled with respect to a first segment body that has already been constructed in order to construct a tunnel wall by pulling a plurality of tunnel segment bodies in a circumferential direction of the tunnel using a coupling tool and constructing a tunnel wall. In order to push in from the face side to the wellhead side along the longitudinal direction of
Each of the second segment main bodies is provided with a butt portion for coupling with each other at an end along the circumferential direction of the tunnel, and a pit-side dovetail portion is formed at the pit-side end of each of the butt portions, A face-side dovetail portion is formed at the face-side end portion of each of the butting portions, and a pair of enlarged portions that can be separately fitted along both opposing dovetail portions in a state where the first and second segment bodies are abutted. A tapered surface where the butting portions are relatively close to each other as the enlarged edge portion is fitted along the dovetail groove portion, and the abutting surface of each dovetail groove portion with the enlarged edge portion is provided integrally. Forming a connecting tool formed in a shape, and including a wellhead-side connecting tool in the wellhead-side dovetail portion of the first segment body;
A face-side connecting groove is also provided on the face-side dovetail portion of the second segment body, and a tunnel for connecting the first and second segment bodies by pushing the second segment body from the face side to the wellhead side. A reaction force receiving portion that receives a reaction force generated in the connecting tool by a pushing operation of the second segment body,
A connecting portion of a tunnel segment provided at least in a face-side dovetail portion of the second segment body, among the dovetail portions provided in the second segment body.
【請求項2】 前記反力受け部を、前記セグメント本体
に対して着脱自在に構成してある請求項1記載のトンネ
ル用セグメントの連結部。
2. The connecting portion of a tunnel segment according to claim 1, wherein said reaction force receiving portion is detachably attached to said segment main body.
【請求項3】 前記アリ溝部内に前記連結具を備えたと
きに、前記連結具と前記アリ溝部との間に形成される隙
間を埋めて前記連結具の姿勢が変更するのを規制する規
制部材を設けてある請求項1又は2に記載のトンネル用
セグメント連結部。
3. When the connecting tool is provided in the dovetail portion, a restriction is formed to fill a gap formed between the connecting tool and the dovetail portion and to prevent a change in posture of the connecting tool. The segment connecting portion for a tunnel according to claim 1 or 2, further comprising a member.
【請求項4】 周方向に隣合う隣接セグメントとの突合
せ部に前記隣接セグメントと接合するためのアリ溝部を
複数設け、トンネル長手方向に沿う方向で前記アリ溝部
に嵌合自在な一対の拡大縁部を一体に備えたセグメント
連結用の連結具の前記拡大縁部、及びその拡大縁部に対
する前記アリ溝部の接当面を、前記拡大縁部を前記アリ
溝部に沿って嵌入させるに伴って前記アリ溝部を前記隣
接セグメント側に近接させるテーパー面状に形成してあ
るトンネル用セグメントであって、前記セグメント本体
に設けた前記複数のアリ溝部のうち、選択された任意の
箇所に予め前記連結具を挿入し、前記予め挿入された連
結具のうち、隣接セグメント本体に対する前記セグメン
ト本体の押し込み操作によって、前記隣接セグメント本
体のアリ溝部に嵌入される連結具を予め挿入配置してあ
るセグメント本体のアリ溝部に、前記セグメント本体の
押し込み連結の際に前記連結具に生じる反力を受ける反
力受け部を設けてあるトンネル用セグメント。
4. A plurality of dovetails for joining said adjacent segments at abutting portions with adjacent segments which are circumferentially adjacent to each other, and a pair of enlarged edges which can be fitted into said dovetails in a direction along a longitudinal direction of the tunnel. As the enlarged edge is fitted along the dovetail groove, the enlarged edge portion of the connecting tool for segment connection integrally including the portion and the contact surface of the dovetail groove portion with the enlarged edge portion are fitted. A tunnel segment formed in a tapered surface shape in which a groove portion is brought close to the adjacent segment side, and in the plurality of dovetail grooves provided in the segment main body, the connecting tool is previously placed at a selected arbitrary position. Inserting and inserting the segment body into the dovetail portion of the adjacent segment body by pressing the segment body into the adjacent segment body of the pre-inserted connector. A tunnel segment provided with a reaction force receiving portion for receiving a reaction force generated in the connecting tool when the segment body is pushed and connected in the dovetail groove portion of the segment body in which the connecting tool to be inserted is arranged in advance.
【請求項5】 前記アリ溝部が、セグメント本体に埋設
するアンカー部と、前記連結具に生じる反力を受ける反
力受け部と、前記連結具の押込みによりセグメント本体
同士を引付けるアリ溝とを設けた連結用金具によって形
成されている請求項1〜3の何れかに記載のトンネル用
セグメントの連結部に使用するトンネルセグメント用連
結金具。
5. The dovetail groove includes an anchor portion embedded in the segment body, a reaction force receiving portion receiving a reaction force generated in the connecting tool, and a dovetail groove for pulling the segment bodies together by pushing the connecting tool. The tunnel segment connecting metal used for the connecting portion of the tunnel segment according to any one of claims 1 to 3, which is formed by the provided connecting metal.
JP27442099A 1999-09-28 1999-09-28 Tunnel segment connection parts and connection metal fittings Expired - Lifetime JP3797829B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27442099A JP3797829B2 (en) 1999-09-28 1999-09-28 Tunnel segment connection parts and connection metal fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27442099A JP3797829B2 (en) 1999-09-28 1999-09-28 Tunnel segment connection parts and connection metal fittings

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2006028477A Division JP4008009B2 (en) 2006-02-06 2006-02-06 Tunnel segment

Publications (2)

Publication Number Publication Date
JP2001098894A true JP2001098894A (en) 2001-04-10
JP3797829B2 JP3797829B2 (en) 2006-07-19

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ID=17541433

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3797829B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013650A (en) * 2007-07-04 2009-01-22 Ohbayashi Corp Joint metal for segment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013650A (en) * 2007-07-04 2009-01-22 Ohbayashi Corp Joint metal for segment

Also Published As

Publication number Publication date
JP3797829B2 (en) 2006-07-19

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