JPH1193588A - Connection part of segment for tunnel and unit for forming tunnel ring - Google Patents

Connection part of segment for tunnel and unit for forming tunnel ring

Info

Publication number
JPH1193588A
JPH1193588A JP9255846A JP25584697A JPH1193588A JP H1193588 A JPH1193588 A JP H1193588A JP 9255846 A JP9255846 A JP 9255846A JP 25584697 A JP25584697 A JP 25584697A JP H1193588 A JPH1193588 A JP H1193588A
Authority
JP
Japan
Prior art keywords
segment
tunnel
main body
dovetail
bodies
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
JP9255846A
Other languages
Japanese (ja)
Other versions
JP3877391B2 (en
Inventor
Katsuhiko Mukono
勝彦 向野
Kazunori Tsujimoto
和則 辻本
Toshiyuki Aoki
敏行 青木
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 JP25584697A priority Critical patent/JP3877391B2/en
Publication of JPH1193588A publication Critical patent/JPH1193588A/en
Application granted granted Critical
Publication of JP3877391B2 publication Critical patent/JP3877391B2/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 connect easily and firmly a plurality of segments for tunnel which are adjacent to one another in the circumferential direction of a tunnel and to efficiently perform the construction work of a tunnel wall. SOLUTION: Each of first and second segment bodies has an abutting surface 4 for connecting both the segments to each other on an end along the circumferential direction X of a tunnel, and an interior side dovetail groove M1 is formed in the end on the interior side of the surface 4 and an exterior side dovetail groove M2 is formed in the end on the exterior side of the surface 4. An exterior side connector R1 is provided in the groove M1 of the first segment body and an exterior side connector R2 is provided in an exterior side dovetail groove M2 of the second segment body. When the second segment body is pushed in, insertion of the groove M1 into the connector R2 is effected simultaneously with insertion of connector R2 into the groove M2.

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手前側から奥側に押し込んで連結
するためのトンネル用セグメントの連結部、および、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
ネル周方向に連結しつつトンネルリングを順次組み立て
てトンネル壁を構築するためのトンネルリング形成用ユ
ニットに関する。
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. A connecting portion of the tunnel segment for pushing the second segment body from the near side to the far side along the longitudinal direction of the tunnel and connecting the plurality of tunnel segment bodies to each other in the circumferential direction of the tunnel using a connecting tool. The present invention relates to a unit for forming a tunnel ring for sequentially assembling tunnel rings while connecting them to construct a tunnel wall.

【0002】[0002]

【従来の技術】従来、この種のトンネル用セグメント本
体の連結部は、特に、トンネル周方向に隣接するトンネ
ル用セグメント本体どうしを連結するために用いられる
ものであり、トンネル用セグメント本体の端部に形成し
た突合せ部どうしを突き合わせて順次連結していく場合
に、双方の突合せ部に形成したアリ溝部に亘って連結具
を挿入し、双方のトンネル用セグメント本体を引付け連
結するものである。前記連結具は、例えば一対の拡大縁
部を平板状の胴部で連結した略矩形状の部材であり、夫
々の拡大縁部を、双方のアリ溝部に挿入して用いる。こ
のため、前記一対の拡大縁部の夫々には、前記アリ溝部
に当接して互いのトンネル用セグメント本体どうしを引
き付けるための挟持部を形成してある。
2. Description of the Related Art Conventionally, a connecting portion of a tunnel segment body of this kind is used particularly for connecting tunnel segment bodies adjacent to each other in a circumferential direction of a tunnel. When the butt portions formed in the butt portion are butt-connected one after another, a connecting tool is inserted over the dovetail portion formed in both butt portions, and the two tunnel segment main bodies are pulled and connected. The connection tool is, for example, a substantially rectangular member in which a pair of enlarged edges are connected by a flat body, and each enlarged edge is used by being inserted into both dovetail grooves. For this reason, each of the pair of enlarged edges is formed with a holding portion for contacting the dovetail portion and attracting the tunnel segment bodies to each other.

【0003】ここで、トンネル周方向に隣接する二つの
トンネル用セグメント本体のうち、先に構築されるもの
を第1セグメント本体とし、後から構築されるものを第
2セグメント本体とする。当該第1セグメント本体およ
び第2セグメント本体は、トンネルの長手方向において
既に構築されている既設トンネルリングに連結される。
従来においては、既設トンネルリングに対して第1セグ
メント本体および第2セグメント本体を連結するには、
前記連結具をいわゆる後付方式なる使用態様で用いてい
た。即ち、前記後付方式は、図10、図11に示すごと
く前記第1セグメント本体S1および前記第2セグメン
ト本体S2を夫々の突合せ部4を近接させた状態で位置
保持し、夫々の突合せ部4のうち、トンネル長手方向Y
における中央部付近に設けた作業用空間10から連結具
Rを前記アリ溝部Mに挿入する方式である。前記連結具
Rは、前記作業用空間10から、トンネル長手方向Yに
沿って両方向に挿入し、この結果、第1セグメント本体
S1と第2セグメント本体S2とは、夫々の突合せ端部
の両端部を前記連結具Rによって引き付け連結されるこ
ととなる。そして、前記連結具Rの挿入は、第1セグメ
ント本体S1と第2セグメント本体S2とを所定の締結
力で連結すべく特別の押込装置等を用いて行う必要があ
った。
Here, of two tunnel segment bodies adjacent in the circumferential direction of the tunnel, the one constructed first is the first segment body, and the one constructed later is the second segment body. The first segment body and the second segment body are connected to an existing tunnel ring already constructed in the longitudinal direction of the tunnel.
Conventionally, to connect the first segment main body and the second segment main body to the existing tunnel ring,
The connecting tool was used in a so-called retrofitting mode of use. That is, in the retrofitting method, as shown in FIGS. 10 and 11, the first segment main body S1 and the second segment main body S2 are held in a state where the respective butting portions 4 are brought close to each other. Of which, the tunnel longitudinal direction Y
In this method, the connector R is inserted into the dovetail groove M from the working space 10 provided in the vicinity of the central part of the method. The connecting tool R is inserted from the working space 10 in both directions along the tunnel longitudinal direction Y. As a result, the first segment main body S1 and the second segment main body S2 are separated from each other at both ends of the butted ends. Are connected by the connecting tool R. The insertion of the connecting tool R has to be performed using a special pushing device or the like in order to connect the first segment main body S1 and the second segment main body S2 with a predetermined fastening force.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記従来のい
わゆる後付け方式によって第1セグメント本体S1と第
2セグメント本体S2とを連結する場合には次のような
問題があった。即ち、前記後付方式による場合には、前
記第1セグメント本体S1と前記第2セグメント本体S
2との突合せ部4に、前記連結具Rを挿入するための作
業用空間10を形成しなければならず、このため、前記
突合せ部4において両セグメント本体に断面欠損が生じ
ていた。この結果、、前記突合せ部4での連結強度が低
下するおそれがあるばかりでなく、突合せ部4どうしの
当接面積を広く確保することができず、例えば前記作業
用空間10の近傍からトンネル内に地下水が進入するお
それもあった。しかも、前記連結具Rを挿入する際に
は、前記第1セグメント本体S1と前記第2セグメント
本体S2との間には所定の締結力を発生させる必要があ
ったから、連結具Rの押込み力を正確に制御しなければ
ならず、連結具Rの押込み作業が手間のかかるものとな
っていた。さらに、作業用空間10を有する第1セグメ
ント本体S1等で構築したトンネル壁の内面には前記作
業用空間10が露出した状態となるため、トンネルの使
用目的によっては、トンネル内壁に二次覆工を施す必要
が生じ、トンネル壁の構築作業が煩雑になる場合があっ
た。以上のごとく、上記従来のいわゆる後付け方式を用
いる場合には、種々の不都合があり、未だ改善の余地が
あった。
However, when the first segment main body S1 and the second segment main body S2 are connected by the above-mentioned conventional so-called retrofitting method, there are the following problems. That is, in the case of the retrofitting method, the first segment main body S1 and the second segment main body S1
A working space 10 for inserting the connecting tool R must be formed in the butting portion 4 with the joint 2, so that the segment body has a cross-sectional defect in the butting portion 4. As a result, not only the connection strength at the butting portion 4 may be reduced, but also a large contact area between the butting portions 4 cannot be ensured. There was also a risk that groundwater would enter. Moreover, when inserting the connecting tool R, it is necessary to generate a predetermined fastening force between the first segment main body S1 and the second segment main body S2. Accurate control is required, and the operation of pushing the connecting tool R is troublesome. Furthermore, since the working space 10 is exposed on the inner surface of the tunnel wall constructed of the first segment main body S1 or the like having the working space 10, the secondary lining may be applied to the inner wall of the tunnel depending on the use purpose of the tunnel. In some cases, the construction of the tunnel wall becomes complicated. As described above, when the above-mentioned conventional so-called retrofitting method is used, there are various inconveniences, and there is still room for improvement.

【0005】本発明の目的は、このような従来技術の欠
点を解消し、トンネル周方向に隣接する複数のトンネル
用セグメントを簡易かつ確実に連結することができるト
ンネル用セグメントの連結部と、トンネル壁の構築作業
を効率化し得るトンネルリング形成用ユニットを提供す
ることにある。
SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned drawbacks of the prior art, and to provide a connecting portion of a tunnel segment capable of easily and reliably connecting a plurality of tunnel segments adjacent in the circumferential direction of the tunnel. An object of the present invention is to provide a unit for forming a tunnel ring that can make wall construction work more efficient.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

(構成1)この目的を達成するための本発明に係るトン
ネル用セグメントの連結部は、請求項1に記載したごと
く、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手前側から
奥側に押し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
部における前記奥側の端部に奥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手前側の端部に
手前側アリ溝部を形成し、前記第1セグメント本体の前
記奥側アリ溝部に奥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手前側アリ溝部にも手前側連結具
を備え、前記第2セグメント本体を押し込む際に、前記
奥側連結具に対する前記第2セグメント本体の前記奥側
アリ溝部の押込みと、前記第1セグメント本体の前記手
前側アリ溝部に対する前記手前側連結具の押込みとを同
時に行えるよう構成した点に特徴を有する。 (作用・効果)本構成のごとく、前記第1・第2セグメ
ント本体の夫々の突合せ部に奥側アリ溝部と手前側アリ
溝部とを形成し、前記第2セグメント本体を押し込むだ
けで、前記奥側アリ溝部どうし、および、前記手前側ア
リ溝部どうしを連結できるものとすれば、セグメント本
体の連結作業が極めて簡略化できる。また、従来のごと
く、セグメント本体の内側面に連結用の作業用空間を多
数設ける必要がないから、前記突合せ部における断面欠
損によって前記突合せ部の連結強度が低下するおそれが
なく、突合せ部どうしの当接面積を広く確保することが
できて前記作業用空間の近傍からトンネル内に地下水が
進入するという不都合の発生も防止できる。さらに、従
来のごとく連結用の作業用空間を形成する必要がないか
ら、トンネル壁の内側面を平滑な面に構成して、二次覆
工等の手間を省略することもできる。
(Structure 1) In order to achieve this object, a connecting portion of a tunnel segment according to the present invention, as described in claim 1, attracts a plurality of tunnel segment bodies in a circumferential direction of the tunnel using a connecting tool. In order to connect the second segment body to the already constructed first segment body along the longitudinal direction of the tunnel from the near side to the far side to connect to the already constructed first segment body, the first Each of the two-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 back dovetail groove portion is formed at the back end of each of the butt portions. A near-side dovetail portion is formed at the near-side end of the butting portion, and a back-side connector is provided in the far-side dovetail portion of the first segment body, and
The front dovetail groove of the segment main body is also provided with a front connector, and when the second segment main body is pushed in, the push of the rear dovetail groove of the second segment main body with respect to the rear connector is performed. The present invention is characterized in that it is configured to be able to simultaneously push the near side connector into the near side dovetail portion of the one-segment body. (Operation / Effect) As in the present configuration, a rear dovetail groove portion and a front dovetail groove portion are formed at respective butted portions of the first and second segment main bodies, and only by pushing in the second segment main body, the rear dovetail groove is formed. If the side dovetails can be connected to each other and the front dovetails can be connected to each other, the connecting operation of the segment body can be extremely simplified. Further, unlike the related art, since it is not necessary to provide a large number of working spaces for connection on the inner side surface of the segment main body, there is no possibility that the connection strength of the butted portion is reduced due to a cross-sectional defect at the butted portion. A large contact area can be ensured, and the inconvenience of groundwater entering the tunnel from the vicinity of the working space can be prevented. Further, since it is not necessary to form a working space for connection as in the related art, the inner side surface of the tunnel wall can be configured to be a smooth surface, and the trouble such as secondary lining can be omitted.

【0007】(構成2)本発明のトンネル用セグメント
の連結部は、請求項2に記載したごとく、前記第2セグ
メント本体を前記奥側に押し込む際に、当該押込み方向
に沿って一定以上の荷重を受けた場合に変形可能な突出
部材を、前記奥側連結具および前記手前側連結具の嵌入
方向後端部に設けて構成することができる。 (作用・効果)本構成のごとく、前記奥側連結具の嵌入
方向後端部と前記手前側連結具の嵌入方向後端部とに、
一定以上の押込み荷重を受けて変形可能な突出部材を設
けておけば、前記連結具が第1セグメント本体と第2セ
グメント本体とを引付け連結すべく発生させる締結力を
略一定の大きさに設定することが可能である。即ち、例
えば、前記奥側アリ溝部と前記手前側アリ溝部とを、第
1セグメント本体の端面および第2セグメント本体の端
面のうちトンネル長手方向の両端面に夫々開口するよう
に構成し、前記奥側連結具および前記手前側連結具を前
記開口から挿入するものとすると、第2セグメント本体
の押込みに際して、前記奥側連結具の突出部材は、第2
セグメント本体に対してトンネル長手方向に隣接して既
に構築されているセグメント本体の端面から押込み力を
受け、一方の前記手前側連結具の突出部材は、第2セグ
メント本体を押し込むジャッキ等から押込み力を受ける
こととなる。上記押込みの当初においては、連結具の双
方の拡大縁部は第1アリ溝部と第2アリ溝部とを容易に
引き付けることができるため、押込み力は小さなもので
足りる。しかし、第1アリ溝部と第2アリ溝部との引き
付けの進行に伴って、押付け力は増大し、押し付け力が
所定強さに高まった時点で前記突出部材には面外変形が
生じるから、押付け力は一定に保たれることとなる。こ
のように、前記奥側連結具の嵌入方向後端部と前記手前
側連結具の嵌入方向後端部とに、一定以上の押込み荷重
を受けて変形可能な突出部材を設けておけば、従来のご
とく、連結具の押込みに際して押込み力を正確に制御し
なくても、単に第2セグメント本体を押し込むだけで、
第1セグメント本体と第2セグメント本体とを一定の締
結力で連結することができる。
(Structure 2) As described in claim 2, the connecting portion of the tunnel segment according to the present invention, when the second segment main body is pushed into the back side, a load equal to or more than a certain value along the pushing direction. In this case, a protruding member that can be deformed when it is received can be provided at the rear end in the fitting direction of the rear connector and the front connector. (Operation / Effect) As in the present configuration, the rear end of the rear connector in the insertion direction and the rear end of the front connector in the insertion direction,
By providing a protruding member that can be deformed by receiving a pressing load of a certain level or more, the coupling force generated by the coupling tool to attract and connect the first segment main body and the second segment main body to a substantially constant magnitude. It is possible to set. That is, for example, the rear dovetail portion and the front dovetail portion are configured to open at both end surfaces in the tunnel longitudinal direction of the end surface of the first segment main body and the end surface of the second segment main body, respectively. Assuming that the side connecting member and the near side connecting member are inserted from the opening, when the second segment body is pushed in, the projecting member of the back side connecting member becomes the second member.
A pushing force is received from the end face of the segment body already constructed adjacent to the segment body in the longitudinal direction of the tunnel, and one of the projecting members of the near side connecting tool pushes the pushing force from a jack or the like pushing the second segment body. Will be received. At the beginning of the pushing, since the enlarged edges of both the connecting tools can easily attract the first dovetail and the second dovetail, a small pushing force is sufficient. However, with the progress of the pulling of the first dovetail and the second dovetail, the pressing force increases, and when the pressing force increases to a predetermined strength, the protruding member undergoes out-of-plane deformation. The force will be kept constant. As described above, if a protruding member that can be deformed by receiving a pressing load of a certain amount or more is provided at the rear end in the fitting direction of the rear connector and the rear end in the fitting direction of the front connector, As described above, even if the pressing force is not accurately controlled when the connecting tool is pressed, simply pressing the second segment main body,
The first segment main body and the second segment main body can be connected with a fixed fastening force.

【0008】(構成3)本発明のトンネルリング形成用
ユニットは、請求項3に記載したごとく、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
に連結しつつトンネルリングを順次組み立ててトンネル
壁を構築すべく、前記トンネル周方向において最初に取
付けるAセグメント本体と、前記Aセグメント本体を挟
んでトンネル周方向に順次連結すべく、前記Aセグメン
ト本体に対してトンネル長手方向に沿って奥側に押し込
みつつ連結するBセグメント本体と、隙間を残して隣接
した二つの前記Bセグメント本体の間に最後に押し込ん
で連結するCセグメント本体とからなり、前記A・B・
Cセグメント本体の夫々に、隣接するものどうしと連結
するための突合せ部をトンネル周方向の両端部に備え、
夫々の前記突合せ部には、前記奥側の端部に奥側アリ溝
部を形成してあると共に、前記手前側の端部に手前側ア
リ溝部を形成してあり、前記Aセグメント本体には、前
記両端部双方の前記奥側アリ溝部に連結具を備え、前記
Bセグメント本体には、既設の前記セグメント本体に連
結する突合せ部の前記手前側アリ溝部と、他方の突合せ
部の前記奥側アリ溝部とに連結具を備え、前記Cセグメ
ント本体には、前記両端部双方の前記手前側アリ溝部に
連結具を備えて構成した点に特徴を有する。 (作用・効果)上記のごとく、A・B・Cセグメント本
体を構成しておくと、相前後して構築する二つのセグメ
ント本体の連結部分を見た場合に、全ての連結部分にお
いて、前記連結具は、先に構築したセグメント本体の奥
側アリ溝部と、後から構築するセグメント本体の手前側
アリ溝部とに取り付けた構成となる。よって、構成1で
述べたごとく、後から構築するセグメント本体を単に押
し込むだけで全てのセグメントの連結を行えるから、ト
ンネルリングを極めて迅速・確実に構築することがで
き、その結果、トンネル壁の構築作業を効率化すること
ができる。
(Structure 3) In the unit for forming a tunnel ring according to the present invention, the tunnel rings are sequentially assembled while connecting a plurality of tunnel segment bodies in the circumferential direction of the tunnel using a connecting tool. In order to construct a tunnel wall, the A-segment body to be attached first in the tunnel circumferential direction and the A-segment body along the tunnel longitudinal direction so as to be sequentially connected in the tunnel circumferential direction with the A-segment body interposed therebetween. A B-segment main body that is connected while being pushed to the back side, and a C-segment main body that is finally pushed and connected between two adjacent B-segment bodies with a gap left therebetween,
Each of the C-segment main bodies is provided with a butting portion at each end in the circumferential direction of the tunnel for connecting adjacent ones to each other,
In each of the abutting portions, a dovetail dovetail portion is formed at the back end, and a dovetail dovetail portion is formed at the front end. The B-segment body is provided with a connecting tool in the back dovetail groove portion at both ends thereof, the front dovetail groove portion of the butting portion connected to the existing segment body, and the back dovetail portion of the other butting portion. The C-segment main body is characterized in that the C-segment main body is provided with a connecting tool in the front dovetail groove on both ends. (Operation / Effect) As described above, if the A, B, and C segment bodies are configured, when the connection portions of the two segment bodies to be constructed one after the other are seen, the connection in all the connection portions is the same. The components are attached to the rear dovetail portion of the segment main body constructed earlier and the front dovetail groove portion of the segment main body constructed later. Therefore, as described in the configuration 1, all the segments can be connected by simply pushing the segment body to be constructed later, so that the tunnel ring can be constructed very quickly and reliably, and as a result, the construction of the tunnel wall can be achieved. Work can be made more efficient.

【0009】[0009]

【発明の実施の形態】以下に本発明の実施例を図面に基
づいて説明する。 (概要)本発明のトンネル用セグメントの連結部および
トンネルリング形成用ユニットに係る概要を図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を用いて順次取り付け、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、前記既設トンネルリン
グTRに対して最初に取付け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等を
各種のセグメントで構成することができる。
Embodiments of the present invention will be described below with reference to the drawings. (Outline) FIGS. 1 and 2 show an outline of a connecting portion of a tunnel segment and a unit for forming a tunnel ring according to the present invention. In the present embodiment, the A-segment main body a, the B-segment main body b, and the C-segment main body c are sequentially connected to the existing tunnel ring TR that is continuously formed in the tunnel circumferential direction X in an annular shape using the connecting tool R. An example in the case of mounting and constructing a new tunnel ring TR will be described. Here, the A segment main body a is a segment main body that is first attached to the existing tunnel ring 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. In addition, these segment main bodies can be constituted by various segments such as a concrete segment and a steel segment in addition to the ductile segment.

【0010】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 segment main bodies 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.

【0011】前記連結具Rは略矩形状であって、当該連
結具Rの押込方向Zに沿った両縁部に夫々拡大縁部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
グメント本体どうしを引きつけるための挟持部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の押込み方向Zに沿って奥側ほど広く構成してある。
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 enlarged edge portion 1 is formed with a holding portion 3 for actually attracting the segment main bodies. The interval between the holding portions 3 is configured to be wider toward the back along the pushing direction Z of the connecting tool R.

【0012】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、前記連結具Rの拡大縁部1が挿入
して前記挟持部3が当接する被挟持部5を形成してあ
る。夫々のアリ溝部Mは、セグメント本体の端部のうち
トンネル長手方向Yに沿った両端の端部に開口してお
り、前記連結具Rは当該開口側から前記アリ溝部M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。
On the other hand, abutting portions 4 for connecting with adjacent segment bodies are provided at both ends in the tunnel circumferential direction X among the ends of the A, B and C segment bodies. In the butting portion 4, dovetail grooves M are formed at both ends along the tunnel longitudinal direction Y.
In the dovetail groove M, a clamped portion 5 is formed in which the enlarged edge portion 1 of the connecting tool R is inserted and the clamp portion 3 comes into contact. Each dovetail groove M is open at both ends of the end of the segment body along the tunnel longitudinal direction Y, and the connecting tool R is inserted into the dovetail groove M from the opening side, and It is pushed toward the center of the butting portion 4.

【0013】セグメント本体どうしを連結は以下のごと
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。
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、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を押し込む方向を奥側と称し、その反
対方向を手前側と称する。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
を奥側アリ溝部M1とし、他の残りの二つを手前側アリ
溝部M2とする。Aセグメント本体aは、双方の奥側ア
リ溝部M1に奥側連結具R1を挿入した状態で既設トン
ネルリングTRに取り付けてある。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、夫々奥側アリ溝部M1と手前側アリ
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の手前側アリ溝部M2に手前側連結具R2を備え
るとともに、他方の突合せ部4の前記奥側アリ溝部M1
に奥側連結具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
おいて何れも前記手前側アリ溝部M2に手前側連結具R
2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.
In FIG. 3, the lower side is the face side of the tunnel shield, and 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 B
The direction in which the segment body b is pushed in is called the back side, and the opposite direction is called the near 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 two on the side of the existing tunnel ring TR are referred to as deep dovetail grooves M1, and the other two are referred to as front dovetail grooves M2. The A-segment main body a is attached to the existing tunnel ring TR in a state where the rear-side connecting tool R1 is inserted into both the rear-side dovetail grooves M1. On the other hand, both butting portions 4 of the B-segment body b connected to the A-segment body a are also formed with a dovetail groove M1 and a dovetail groove M2 on the near side. However, in the B-segment main body b, the front-side dovetail groove M2 of the butting portion 4 connected to the A-segment main body a is provided with the front-side connecting tool R2, and the rear dovetail groove M1 of the other butting portion 4 is provided.
Is provided with a rear side connection tool R1. As shown in FIG. 3, in the C-segment main body c, the front-side dovetail groove M2 in each of the butting portions 4 is connected to the front-side connector R.
2 is provided.

【0014】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の奥側アリ溝部M1に設け
た奥側連結具R1に対してBセグメント本体bの奥側ア
リ溝部M1を挿入し、同時に、前記Aセグメント本体a
の前記手前側アリ溝部M2に対して、前記Bセグメント
本体bの手前側アリ溝部M2に設けた手前側連結具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、奥側連結具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、
一方の手前側連結具R2は、例えばトンネルシールドの
ジャッキ等の押込手段Jに接当して押込み力を得る。
When pushing in the B-segment body b, the back-side dovetail groove M1 of the B-segment body b is inserted into the back-side connecting member R1 provided in the back-side dovetail groove M1 of the A-segment body a. At the same time, the A segment body a
The front side connecting tool R2 provided in the front side dovetail groove M2 of the B segment main body b with respect to the front side dovetail groove M2
Insert When the B-segment main body b is further pushed in in this state, the A-segment main body a and the B-segment main body b are attracted and connected by the respective connecting members R1 and R2. In this case, the back side coupling tool R1 can contact the existing tunnel ring TR to obtain a pushing force,
One of the near-side connecting members R2 comes into contact with a pushing means J such as a jack of a tunnel shield, for example, to obtain a pushing force.

【0015】本発明に係る連結具Rは、既設トンネルリ
ングTRに接当可能な突出部材Tをその押込み方向Zの
後端に備えている。突出部材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にのみ突出部材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
のアリ溝部Mであることに基づく。つまり、少なくとも
当該側に突出部材Tを設けておけば、前記Bセグメント
本体による押込み力の作用線上に突出部材Tが位置する
こととなるから、押込みに際して連結具Rが回転する等
の不都合は生じない。また、突出部材Tの取り付けが一
箇所で済むのであれば、連結具Rの構成を簡略化するこ
とができる。当該突出部材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6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、前記突出部材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、前記突出部材Tは、例えば中空の円筒部材で構成
する。前記突出部材Tは、例えば既設のトンネルリング
TR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、前記突出部材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突出
部材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 member R according to the present invention has a protruding member T at the rear end in the pushing direction Z, which can contact the existing tunnel ring TR. The projecting member T is provided at one end of both the 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 projecting member T is provided on only one of the enlarged edges 1 in this manner is that the connector R is substantially pushed in by the B segment main body b.
Of the dovetail groove M. In other words, if the projecting member T is provided at least on the side, the projecting member T will be located on the line of action of the pushing force by the B segment main body. Absent. In addition, if the mounting of the protruding member T can be completed at one location, the configuration of the connecting tool R can be simplified. As shown in FIG. 2, the mounting of the protruding member T may be performed by fitting it into a concave portion 6 formed at the rear end of the enlarged edge portion 1, or by bonding using an adhesive or the like. You may. Incidentally, the protruding member T may be provided at the rear end of both enlarged edges 1. As shown in FIG. 2, the projecting member T is formed of, for example, a hollow cylindrical member. The protruding member T receives a predetermined pressing force from, for example, the existing tunnel ring TR and deforms out of plane as shown in FIG. 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 protruding member T is elastically deformed. However, when the fastening force reaches a predetermined value, plastic deformation of the projecting member 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.

【0016】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
の三種類があるが、以後の説明においては、互いに連結
するセグメント本体のうち先に構築するものを第1セグ
メント本体S1とし、後から連結するものを第2セグメ
ント本体S2とする。また、奥側の連結具Rと手前側の
連結具R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、奥側の連結具Rは既設
トンネルリングTRに当接し、手前側の連結具Rは押込
手段Jに当接するものであるが、図3から明らかなごと
く、何れかの部位を天地逆さまにして見れば全く同じ状
態であることがわかる。よって、以降においては、特に
奥側の連結具Rに限って説明する。
The principle of operation of the connector R when pushing the B-segment body b will be described below. The combination of the two segment bodies to be connected is AB, BB, BC
In the following description, among the segment bodies connected to each other, the one that is constructed first is referred to as a first segment body S1, and the one that is connected later is referred to as a second segment body S2. In addition, the rear-side coupler R and the front-side coupler R are separately pushed in, but the operating principle of each of the couplers R is the same. That is, the connecting tool R on the back side contacts the existing tunnel ring TR, and the connecting tool R on the near side touches the pushing means J. As is apparent from FIG. 3, any part is turned upside down. You can see that the state is exactly the same. Therefore, hereinafter, the description will be limited particularly to the connection tool R on the back side.

【0017】(連結操作)前記既設トンネルリングTR
に取り付けた第1セグメント本体S1に対して前記連結
具Rを用いて第2セグメント本体S2を押し付ける過程
を図5(イ)〜(ニ)に示す。図5に示すごとく、前記
第1セグメント本体S1のアリ溝部Mには予め前記連結
具Rを取付けておく。尚、以降においては、前記第1セ
グメント本体S1のアリ溝部Mを第1アリ溝部M1と称
し、前記第2セグメント本体S2のアリ溝部Mを第2ア
リ溝部M2と称する。前記第1アリ溝部M1には、連結
具Rの双方の挟持部3のうち前記突出部材Tを設けてい
ない側の挟持部3を挿入し、前記突出部材Tを設けた側
の挟持部3は露出させておく。尚、これら双方の挟持部
3についても、第1アリ溝部M1に挿入した側の挟持部
3を第1挟持部31と称し、第2アリ溝部M2に挿入し
た側の挟持部3を第2挟持部32と称することにする。
(Connection operation) The existing tunnel ring TR
5 (a) to (d) show a process of pressing the second segment main body S2 using the connecting tool R against the first segment main body S1 attached to the first segment main body. As shown in FIG. 5, the connecting tool R is previously attached to the dovetail groove M of the first segment main body S1. Hereinafter, the dovetail groove M of the first segment main body S1 is referred to as a first dovetail groove M1, and the dovetail groove M of the second segment main body S2 is referred to as a second dovetail groove M2. In the first dovetail portion M1, the holding portion 3 on the side where the projecting member T is not provided among the both holding portions 3 of the connector R is inserted, and the holding portion 3 on the side where the projecting member T is provided is Leave it exposed. Regarding both of the holding portions 3, the holding portion 3 inserted into the first dovetail portion M1 is referred to as a first holding portion 31, and the holding portion 3 inserted into the second dovetail portion M2 is second held. It will be referred to as a section 32.

【0018】図5(イ)は、既に構築が終了した前記第
1セグメント本体S1と、当該第1セグメント本体S1
の第1アリ溝部M1に挿入されている前記連結具Rとに
対し、前記第2セグメント本体S2を近接させる過程を
示している。この過程においては、前記連結具Rと前記
第2セグメント本体S2とは未だ当接していない。前記
第2セグメント本体S2の押付けが進み、前記第2アリ
溝部M2が前記連結具Rの第2挟持部32に当接し、さ
らに、両者が当接した状態で前記連結具Rの突出部材T
が前記既設トンネルリングTRに当接した状態を示した
のが図5(ロ)である。この状態では、前記第1セグメ
ント本体S1と前記第2セグメント本体S2との間に所
定の締結力は未だ発生していない。さらに前記第2セグ
メント本体S2を前記既設トンネルリングTRの側に押
込むと、前記第2アリ溝部M2の平溝部M2aが、前記
連結具Rの第2挟持部32と前記第1セグメント本体S
1との間に嵌入される。この嵌入は、前記連結具Rが前
記第1セグメント本体S1と前記第2セグメント本体S
2とを所定の締結力で引き付けるようになるまで行われ
る。尚、この過程においては、前記突出部材Tに面外変
形は生じず、前記連結具Rは前記既設トンネルリングT
Rに対して近接しない。つまり、連結具Rの双方の挟持
部3どうしの間隔は押込み方向Zの奥側ほど広く構成し
てあるから、前記第2セグメント本体S2を前記既設ト
ンネルリングTRの側に押付ける力の大部分は、第1セ
グメント本体S1と第2セグメント本体S2とを引付け
るための分力となる。このため、前記連結具Rを前記既
設トンネルリングTRの側に押付ける分力が、前記突出
部材Tを面外変形させるのに必要な力にまで高まってい
ないからである。しかし、図5(ハ)の状態にあっては
連結具Rには所定の締結力が生じており、この状態から
さらに前記第2セグメント本体S2を押し込むと、前記
突出部材Tに面外変形が生じる。尚、突出部材Tがこの
ように面外変形を生じ得るためには、図5(ハ)の状態
において前記突出部材Tの端部が前記第2セグメント本
体S2の端部より突出している必要がある。図5(ハ)
以降の押込みに際しては、前記連結具Rは前記既設トン
ネルリングTRの側に移動する。この結果、前記連結具
Rは前記第1アリ溝部M1からさらに突出し、この突出
によって生じた余裕部分に第2アリ溝部M2の平溝部M
2aが侵入する。この状態においては、前記第1セグメ
ント本体S1と前記第2セグメント本体S2との引付力
は略一定に保持される。そして、第2セグメント本体S
2の押込みが終了した状態が図5(ニ)である。この状
態の突出部材Tは、さらに面外変形して圧縮し得る余裕
を残しているか、或いは、ちょうど最大限に面外変形が
終了した状態であることが必要である。具体的には、前
記突出部材Tが最大限に面外変形した状態での前記突出
部材Tの突出長さをhとすると、第2セグメント本体S
2の端部に対する連結具Rの端部の引退長さが、長さh
よりも長いことが必要である。つまり、突出部材Tが完
全に圧縮変形された時点で前記第2セグメント本体S2
が未だ前記既設トンネルリングTRに当接していない場
合には、突出部材Tが障害となって、それ以上前記第2
セグメント本体S2を前記既設トンネルリングTRに密
着させることが不可能になるからである。
FIG. 5A shows the first segment main body S1 that has already been constructed and the first segment main body S1.
7 shows a process of bringing the second segment main body S2 closer to the connector R inserted into the first dovetail portion M1. In this process, the connecting tool R and the second segment main body S2 have not yet contacted. As the pressing of the second segment main body S2 proceeds, the second dovetail portion M2 comes into contact with the second holding portion 32 of the connecting tool R, and furthermore, the protruding member T of the connecting tool R in a state where both are in contact with each other.
FIG. 5B shows a state in which the abutment is in contact with the existing tunnel ring TR. In this state, a predetermined fastening force has not yet been generated between the first segment main body S1 and the second segment main body S2. Further, when the second segment main body S2 is pushed into the existing tunnel ring TR, the flat groove portion M2a of the second dovetail groove portion M2 is connected to the second holding portion 32 of the coupling tool R and the first segment main body S2.
1. This fitting is performed when the connecting tool R is connected to the first segment main body S1 and the second segment main body S1.
2 is performed with a predetermined fastening force. In this process, no out-of-plane deformation occurs in the protruding member T, and the connecting member R is connected to the existing tunnel ring T
Not close to R. That is, since the interval between the two holding portions 3 of the connecting member R is configured to be wider toward the back in the pushing direction Z, most of the force for pushing the second segment main body S2 toward the existing tunnel ring TR. Is a component force for attracting the first segment main body S1 and the second segment main body S2. For this reason, the component force for pressing the connecting tool R against the existing tunnel ring TR is not increased to a force required for out-of-plane deformation of the projecting member T. However, in the state of FIG. 5C, a predetermined fastening force is generated in the connecting member R, and when the second segment main body S2 is further pushed in from this state, out-of-plane deformation occurs in the projecting member T. Occurs. In order to cause the out-of-plane deformation of the protruding member T, it is necessary that the end of the protruding member T protrudes from the end of the second segment main body S2 in the state shown in FIG. is there. Fig. 5 (c)
At the time of subsequent pushing, the connecting tool R moves toward the existing tunnel ring TR. As a result, the connecting tool R further protrudes from the first dovetail part M1, and a margin formed by this protruding part has a flat groove part M2 of the second dovetail part M2.
2a invades. In this state, the attraction between the first segment main body S1 and the second segment main body S2 is kept substantially constant. And the second segment body S
FIG. 5D shows a state in which the pressing of No. 2 is completed. It is necessary that the projecting member T in this state has a margin for further out-of-plane deformation to be compressed, or that the out-of-plane deformation has been completed to the maximum extent. Specifically, assuming that a projecting length of the projecting member T in a state where the projecting member T is deformed to the maximum extent is h, the second segment body S
The retraction length of the end of the connecting member R with respect to the end of the second end is the length h.
It needs to be longer. That is, at the time when the projecting member T is completely compressed and deformed, the second segment body S2
Is not in contact with the existing tunnel ring TR, the projecting member T becomes an obstacle and the second
This is because it becomes impossible to bring the segment main body S2 into close contact with the existing tunnel ring TR.

【0019】ここで、前記突出部材Tが面外変形して圧
縮される状況について説明する。例えば、図6に示した
形状の筒部材7が有する変形特性を図7に示す。当該筒
部材7は両端部が開口した単なる円筒部材である。前記
筒部材7を自身の軸芯X1方向に圧縮すると、初期の段
階すなわち原点0からa点までにおいては、前記筒部材
7は前記軸芯X1方向に圧縮変形する。圧縮荷重Pがa
点に達した段階で、当該筒部材7は面外変形を生じ始め
る。その後は、a点からb点に示すごとくしばらく押圧
を続けても前記筒部材7に加わる荷重Pは増加せず面外
変形のみが進行する。b点に達すると前記面外変形は座
屈に転じ、前記筒部材7に加わる荷重Pはc点までやや
急激に低下する。c点で前記筒部材7の変形は略終了
し、この後、押圧を続けても圧縮変形は生じず荷重Pの
みが増加する。本発明においては、前記筒部材7が有す
る変形特性のうち、a点からb点までの特性を利用す
る。つまり、前記第2セグメント本体S2を押込む荷重
Pのうち前記連結具Rを前記既設トンネルリングTRの
側に押付ける分力が上記a点からb点までの間の荷重P
と等しいとき、前記両第1セグメント本体S1,S2ど
うしを引付けるための分力が所定の荷重となるように前
記挟持部3どうしのテーパー角度等を設定する。ただ
し、本実施形態においては図2あるいは図4に示すごと
く、少なくとも中央部に鍔部8を設けた突出部材Tを使
用する。本構成であれば、上記筒部材7を二つ連接した
形状となって、一定の変形抵抗を発生させ得る変形スト
ロークを長く確保することができる。この結果、前記連
結具Rが比較的大きな製作誤差を有する場合でも、当該
製作誤差を許容して略一定の引付力で前記第1セグメン
ト本体S1と前記第2セグメント本体S2どうしを連結
することができる。尚、前記突出部材Tは、アルミニウ
ム・銅・鉛、あるいは薄肉の鋼材など比較的変形し易い
材料を用いて形成することができる。つまり、これらの
材料であれば塑性変形能力が安定しているから、所望の
変形性状を有する突出部材Tを容易に得ることができ
る。
Here, the situation where the projecting member T is deformed out of plane and compressed will be described. For example, FIG. 7 shows the deformation characteristics of the cylindrical member 7 having the shape shown in FIG. The cylindrical member 7 is a simple cylindrical member having both ends opened. When the cylindrical member 7 is compressed in the direction of its own axis X1, the cylindrical member 7 is compressed and deformed in the direction of the axis X1 in the initial stage, that is, from the origin 0 to the point a. Compressive load P is a
When the point is reached, the cylindrical member 7 starts to undergo out-of-plane deformation. Thereafter, as shown from the point a to the point b, even if the pressing is continued for a while, the load P applied to the cylindrical member 7 does not increase and only the out-of-plane deformation proceeds. When the point b is reached, the out-of-plane deformation turns into buckling, and the load P applied to the cylindrical member 7 decreases slightly to the point c. At the point c, the deformation of the cylindrical member 7 is substantially finished, and thereafter, even if the pressing is continued, no compression deformation occurs, and only the load P increases. In the present invention, of the deformation characteristics of the cylindrical member 7, characteristics from point a to point b are used. That is, of the load P for pushing the second segment main body S2, the component force for pushing the connecting tool R toward the existing tunnel ring TR is a load P between the points a and b.
When it is equal to, the taper angle and the like of the holding portions 3 are set so that the component force for attracting the first segment bodies S1 and S2 becomes a predetermined load. However, in the present embodiment, as shown in FIG. 2 or FIG. 4, a projecting member T provided with a flange 8 at least in the center is used. According to this configuration, the cylindrical member 7 has a shape in which the two cylindrical members are connected to each other, and a long deformation stroke capable of generating a constant deformation resistance can be secured. As a result, even when the connecting tool R has a relatively large manufacturing error, the first segment main body S1 and the second segment main body S2 can be connected to each other with a substantially constant attractive force while allowing the manufacturing error. Can be. The protruding member T can be formed using a material that is relatively easily deformed, such as aluminum, copper, lead, or a thin steel material. That is, since the plastic deformation ability is stable with these materials, the protruding member T having a desired deformation property can be easily obtained.

【0020】(連結具等の製作許容誤差)前記第1アリ
溝部M1に係る平溝部M1aの幅と前記第2アリ溝部M
2に係る平溝部M2aの幅との合計幅が、前記連結具R
の挟持部3どうしの間隔に対して狭い場合には、前記突
出部材Tがそれほど圧縮変形しない状態で双方の第1・
第2セグメント本体S1,S2どうしの連結が終了す
る。図8は、前記突出部材Tが殆ど圧縮変形しない状態
を示す例であり、これは、双方の平溝部M1a,M2a
の合計幅が、前記挟持部3どうしの間隔に対して狭い場
合の許容限界を示すものである。逆に、前記突出部材T
が最大限に圧縮変形して連結が終了する例を示したのが
図9である。これは、双方の平溝部M1a,M2aの合
計幅が、前記挟持部3どうしの間隔に対して比較的広い
場合の許容限界を示すものである。
(Manufacturing Tolerance of Connecting Tool, etc.) The width of the flat groove portion M1a related to the first dovetail portion M1 and the second dovetail portion M
2 is equal to the width of the flat groove portion M2a according to the second embodiment.
When the distance between the holding portions 3 is narrow, the first and second holding members 3 are not deformed so much.
The connection between the second segment bodies S1 and S2 ends. FIG. 8 shows an example in which the protruding member T is hardly compressed and deformed. This is because both the flat grooves M1a and M2a
Indicates a permissible limit when the total width is narrower than the distance between the holding portions 3. Conversely, the projecting member T
FIG. 9 shows an example in which the connection is completed by compressing and deforming to the maximum. This indicates an allowable limit when the total width of both flat groove portions M1a and M2a is relatively large with respect to the interval between the holding portions 3.

【0021】仮に、前記双方の平溝部M1a,M2aの
合計幅と前記挟持部3どうしの間隔とが一致していない
場合、第1セグメント本体S1と第2セグメント本体S
2どうしを適切に連結することは不可能となる場合があ
る。例えば、前記双方の平溝部M1a,M2aの合計幅
が狭い場合には、前記連結具Rは双方の第1・第2アリ
溝部M1,M2の内部でガタついたまま放置されること
になるからである。しかし、図8および図9に示した例
から明らかなごとく、本発明の連結具Rを用いれば、前
記第1・第2アリ溝部M1,M2あるいは前記連結具R
自身の製作誤差を一定範囲まで許容しながら、前記第1
・第2セグメント本体S1,S2どうしを略一定の締結
力で連結することができる。
If the total width of the two flat grooves M1a and M2a does not match the interval between the holding portions 3, the first segment body S1 and the second segment body S1
It may not be possible to connect the two properly. For example, when the total width of the two flat groove portions M1a and M2a is narrow, the connecting tool R is left in the first and second dovetail portions M1 and M2 without looseness. It is. However, as is clear from the examples shown in FIGS. 8 and 9, if the connecting tool R of the present invention is used, the first and second dovetail portions M1 and M2 or the connecting tool R can be used.
While allowing its own manufacturing error to a certain range, the first
-The second segment main bodies S1 and S2 can be connected with a substantially constant fastening force.

【0022】ここで、前記連結具R等が許容し得る製作
誤差の範囲を検証する。説明を簡単にするために、前記
連結具Rに製作誤差はないものとし、前記第1・第2ア
リ溝部M1,M2のテーパー角度にも誤差はないものと
する。つまり、製作誤差は、前記第1セグメント本体S
1および前記第2セグメント本体S2の夫々において、
前記平溝部M1a,M2aの幅のみに生じると仮定す
る。まず、図8のごとく、前記連結具Rの挟持部3どう
しの間隔に比べて夫々の平溝部M1a,M2aの合計幅
が狭い場合について検討する。この場合、前記挟持部3
どうしの間隔については、特に、前記突出部材Tが設け
られた側の端部における間隔をD0 とする。一方、前記
平溝部M1a,M2aどうしの合計幅については、前記
既設トンネルリングTRに当接する端部における合計幅
をDとする。前記合計幅Dと前記間隔D0 との差は、前
記突出部材Tの突出長さHと、前記挟持部3が連結具R
の押込み方向Zとなすテーパー角度とから求めることが
できる。図8に示すごとく、前記テーパー角度をL:1
とすると、前記合計幅Dが採り得る最小値Dmin は、 Dmin = D0 − H×(1/L)×2 − (1) である。一方、図9のごとく、前記合計幅Dが広い場合
は、前記突出部材Tが最大に圧縮変形を受けた場合の押
込み方向Zの長さをhとすると、 Dmax = D0 − h×(1/L)×2 − (2) である。よって、式(1)および式(2)から、前記合
計幅Dの採り得る範囲は、 D=Dmax −Dmin =(H−h )×(1/L)×2 − (3) となる。このように、第1アリ溝部M1および第2アリ
溝部M2の製作誤差は、突出部材Tの突出長さHと突出
部材Tが最大限に圧縮された状態での長さhとの差に依
存し、突出部材Tの変形ストロークが大きいほど許容し
得る製作誤差が大きくなると判断できる。
Here, the range of a manufacturing error allowable by the connecting tool R and the like will be verified. For the sake of simplicity, it is assumed that there is no manufacturing error in the connecting tool R, and that there is no error in the taper angles of the first and second dovetail portions M1 and M2. That is, a manufacturing error is caused by the first segment body S
1 and in each of the second segment body S2,
It is assumed that it occurs only in the width of the flat groove portions M1a and M2a. First, as shown in FIG. 8, a case where the total width of the flat grooves M1a and M2a is narrower than the distance between the holding parts 3 of the connecting tool R will be discussed. In this case, the holding portion 3
For what is the distance, in particular, the distance at the end of the side where the projecting member T is provided to D 0. On the other hand, as for the total width of the flat groove portions M1a and M2a, the total width at the end abutting on the existing tunnel ring TR is D. The difference between the total width D and the interval D 0 is that the protrusion length H of the protrusion member T and the holding member 3
And the taper angle formed. As shown in FIG. 8, the taper angle is L: 1.
When the minimum value Dmin of the total width D can take is, Dmin = D 0 - a (1) - H × (1 / L) × 2. On the other hand, as in FIG. 9, the case where the total width D is wide, the length of the push-in direction Z when the projecting member T is subjected to compressive deformation to maximum When h, Dmax = D 0 - h × (1 / L) × 2 − (2). Therefore, from the formulas (1) and (2), the possible range of the total width D is as follows: D = Dmax−Dmin = (H−h) × (1 / L) × 2− (3) As described above, the manufacturing error of the first dovetail groove M1 and the second dovetail groove M2 depends on the difference between the protruding length H of the protruding member T and the length h in a state where the protruding member T is compressed to the maximum. However, it can be determined that the allowable manufacturing error increases as the deformation stroke of the protruding member T increases.

【0023】(効果)本発明のトンネル用セグメントの
連結部を用いれば、第1セグメント本体S1に対して第
2セグメント本体S2を押し付けるだけで、双方のセグ
メント本体を略一定の締結力で連結することができるか
ら、セグメント本体どうしの連結作業を迅速に行うこと
ができる。また、連結具Rに一定押圧力を受けて面外変
形可能な突出部材Tを設けておくことで連結具Rの押込
みに際しては、前記第1・第2アリ溝部M1,M2ある
いは前記連結具Rの製作誤差等を一定範囲まで許容しつ
つ、前記第1・第2セグメント本体S1,S2どうしを
略一定の締結力で連結することができ、信頼性の高い連
結部分を得ることができる。さらに、少なくともA・B
・Cの三種類のセグメント本体からなる、トンネルリン
グ用ユニットを構成しておけば、夫々のセグメント本体
の連結順序を思慮する必要がなく、迅速な連結作業を行
うことができる。そして、全てのセグメント本体は既設
トンネルリングTRに向かって単に押し込むだけでよい
から、効率的にトンネルリングTRを構築することがで
きる。この他、本発明のトンネル用セグメントの連結部
であれば、セグメント本体の内側面に、従来のセグメン
ト本体のように、連結用の作業空間を多数設ける必要が
なく、トンネル壁の内側面を平滑な面に構成して、二次
覆工等の手間を省略することができる。
(Effect) If the connecting portion of the tunnel segment of the present invention is used, the two segment bodies are connected with a substantially constant fastening force only by pressing the second segment body S2 against the first segment body S1. Therefore, the connection work between the segment bodies can be performed quickly. In addition, by providing the connecting member R with a protruding member T that can be deformed out of plane by receiving a constant pressing force, when the connecting member R is pushed in, the first and second dovetail portions M1 and M2 or the connecting member R The first and second segment bodies S1 and S2 can be connected to each other with a substantially constant fastening force while allowing a manufacturing error or the like to a certain extent, and a highly reliable connecting portion can be obtained. In addition, at least AB
If a unit for tunnel ring composed of three types of segment bodies of C is configured, it is not necessary to consider the connection order of the respective segment bodies, and quick connection work can be performed. Then, since all the segment bodies need only be pushed into the existing tunnel ring TR, the tunnel ring TR can be efficiently constructed. In addition, with the connecting portion of the tunnel segment of the present invention, unlike the conventional segment main body, it is not necessary to provide a large number of connection work spaces on the inner surface of the segment main body, and the inner side surface of the tunnel wall is smoothed. It is possible to reduce the time and labor for secondary lining and the like by constructing on a suitable surface.

【0024】〔別実施形態〕上記実施形態では前記突出
部材Tは双方の挟持部後端部のうち一方のみに設けた
が、双方の後端部に設けることができる。この場合に
は、二箇所の突出部材Tが既設トンネルリングTRに当
接するから、前記第2セグメント本体S2の押込みに際
して連結具Rの姿勢が安定する。よって、連結具Rが第
1アリ溝部M1や第2アリ溝部M2の内部でこじられる
等の不都合が生じ難く、所期の締結力を確実に発揮させ
ることができる。尚、この場合には、夫々の突出部材T
を面外変形させるのに必要な荷重の合計が、上記実施形
態における単一の突出部材Tを面外変形させるのに必要
な荷重と等しくなるように設定しておく。
[Alternative Embodiment] In the above embodiment, the protruding member T is provided on only one of the rear end portions of both the holding portions. However, it can be provided on both rear end portions. In this case, since the two projecting members T come into contact with the existing tunnel ring TR, the posture of the connecting member R is stabilized when the second segment main body S2 is pushed. Therefore, inconveniences such as the connector R being twisted inside the first dovetail groove portion M1 and the second dovetail groove portion M2 are unlikely to occur, and the intended fastening force can be reliably exhibited. In this case, each of the projecting members T
Is set so that the total load required for out-of-plane deformation is equal to the load required for out-of-plane deformation of the single projecting member T in the above embodiment.

【0025】尚、特許請求の範囲の項に、図面との対照
を便利にするために符号を記すが、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。
In the claims, reference numerals are provided for convenience of comparison with the drawings, but the present invention is not limited to the configuration shown in the attached drawings.

【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】第2セグメント本体を連結する過程の詳細を示
す説明図
FIG. 5 is an explanatory view showing details of a process of connecting a second segment main body.

【図6】筒部材を示す斜視図FIG. 6 is a perspective view showing a tubular member.

【図7】筒部材を圧縮変形させる際の圧縮変形量と荷重
との関係を示す説明図
FIG. 7 is an explanatory diagram showing the relationship between the amount of compressive deformation and the load when compressing and deforming the cylindrical member.

【図8】連結部分に製作誤差がある場合の連結状態の一
例を示す説明図
FIG. 8 is an explanatory diagram showing an example of a connection state when there is a manufacturing error in a connection portion.

【図9】連結部分に製作誤差がある場合の連結状態の他
の一例を示す説明図
FIG. 9 is an explanatory view showing another example of the connection state when there is a manufacturing error in the connection portion.

【図10】従来技術に係るトンネル用セグメントの連結
部の概要を示す斜視図
FIG. 10 is a perspective view showing an outline of a connecting portion of a tunnel segment according to the related art.

【図11】従来技術に係るトンネル用セグメントの連結
部の詳細を示す断面図
FIG. 11 is a cross-sectional view showing details of a connecting portion of a tunnel segment according to the related art.

【符号の説明】[Explanation of symbols]

S1 第1セグメント本体 S2 第2セグメント本体 4 突合せ部 M1 奥側アリ溝部 M2 手前側アリ溝部 R 連結具 R1 奥側連結具 R2 手前側連結具 T 突出部材 X トンネル周方向 Y トンネルの長手方向 Z 押込み方向 TR トンネルリング a Aセグメント本体 b Bセグメント本体 c Cセグメント本体 S1 1st segment main body S2 2nd segment main body 4 Butt part M1 Back side dovetail part M2 Front side dovetail part R Connecting tool R1 Back side connecting tool R2 Front side connecting tool T Projecting member X Tunnel circumferential direction Y Tunnel longitudinal direction Z Pushing Direction TR Tunnel ring a A segment body b B segment body c C segment body

Claims (3)

【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(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(S1)に対して第2セグメント本体(S2)
をトンネルの長手方向(Y)に沿って手前側から奥側に
押し込んで連結するために、 前記第1・第2セグメント本体(S1,S2)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)における前記奥側の端部に奥
側アリ溝部(M1)を形成すると共に、夫々の前記突合
せ部(4)における前記手前側の端部に手前側アリ溝部
(M2)を形成し、 前記第1セグメント本体(S1)の前記奥側アリ溝部
(M1)に奥側連結具(R1)を備えると共に、前記第
2セグメント本体(S2)の前記手前側アリ溝部(M
2)にも手前側連結具(R2)を備え、 前記第2セグメント本体(S2)を押し込む際に、前記
奥側連結具(R2)に対する前記第2セグメント本体
(S2)の前記奥側アリ溝部(M1)の押込みと、前記
第1セグメント本体(S1)の前記手前側アリ溝部(M
2)に対する前記手前側連結具(R2)の押込みとが同
時に行えるよう構成してあるトンネル用セグメントの連
結部。
1. A first segment main body (S1) already constructed in order to construct a tunnel wall by pulling and connecting a plurality of tunnel segment main bodies in a tunnel circumferential direction (X) using a coupling tool (R). For the second segment body (S2)
Of the first and second segment bodies (S1, S2) to connect the first and second segment bodies (S1, S2) to each other by pushing the first and second segment main bodies (S1, S2) along the longitudinal direction (Y) of the tunnel from the near side to the far side. ) Are provided at the ends along the tunnel circumferential direction (X), and a back dovetail groove (M1) is formed at the back end of each of the butting portions (4), and the respective butting portions (M1) are formed. 4) forming a near-side dovetail groove (M2) at the near-side end, and a far-side connector (R1) at the far-side dovetail (M1) of the first segment body (S1); The front dovetail portion (M) of the second segment body (S2)
2) also includes a near-side connecting tool (R2), and when the second segment main body (S2) is pushed in, the rear dovetail groove portion of the second segment main body (S2) with respect to the far-side connecting tool (R2). (M1), and the front dovetail portion (M1) of the first segment body (S1).
A connecting portion of a tunnel segment configured so that the front side connecting tool (R2) can be simultaneously pushed into 2).
【請求項2】 前記第2セグメント本体(S2)の前記
奥側に押し込む際に、当該押込み方向(Z)に沿って一
定以上の荷重を受けた場合に変形可能な突出部材(T)
を、前記奥側連結具(R2)および前記手前側連結具
(R1)の押込み方向(Z)の後端部に設けてある請求
項1に記載のトンネル用セグメントの連結部。
2. A protruding member (T) that can be deformed when receiving a load equal to or more than a predetermined value along the pushing direction (Z) when pushing the second segment body (S2) into the far side.
The connecting portion for a tunnel segment according to claim 1, wherein the connecting portion is provided at a rear end portion in a pushing direction (Z) of the rear connecting device (R2) and the front connecting device (R1).
【請求項3】 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)に連結しつつ
トンネルリング(TR)を順次組み立ててトンネル壁を
構築すべく、 前記トンネル周方向(X)において最初に取付けるAセ
グメント本体(a)と、前記Aセグメント本体(a)を
挟んでトンネル周方向(X)に順次連結すべく、前記A
セグメント本体(a)に対してトンネル長手方向(Y)
に沿って奥側に押し込みつつ連結するBセグメント本体
(b)と、 隙間を残して隣接した二つの前記Bセグメント本体
(b)の間に最後に押し込んで連結するCセグメント本
体(c)とからなり、 前記A・B・Cセグメント本体の夫々に、隣接するもの
どうしと連結するための突合せ部(4)をトンネル周方
向(X)の両端部に備え、 夫々の前記突合せ部(4)には、前記奥側の端部に奥側
アリ溝部(M1)を形成してあると共に、前記手前側の
端部に手前側アリ溝部(M2)を形成してあり、 前記Aセグメント本体(a)には、前記両端部双方の前
記奥側アリ溝部(M1)に連結具(R)を備え、 前記Bセグメント本体(b)には、既設の前記セグメン
ト本体に連結する突合せ部(4)の前記手前側アリ溝部
(M2)と、他方の突合せ部(4)の前記奥側アリ溝部
(M1)とに連結具(R)を備え、 前記Cセグメント本体(c)には、前記両端部双方の前
記手前側アリ溝部(M2)に連結具(R)を備えてある
トンネルリング形成用ユニット。
3. A tunnel ring (TR) is sequentially assembled while connecting a plurality of tunnel segment bodies in a tunnel circumferential direction (X) using a connecting tool (R) to form a tunnel wall. The A segment body (a) to be attached first in the direction (X) and the A segment body (a) sandwiched between the A segment body (a) in the tunnel circumferential direction (X) in order.
Tunnel longitudinal direction (Y) with respect to segment body (a)
A B-segment body (b) connected to the back side while being pushed along the rear, and a C-segment body (c) finally pushed and connected between the two adjacent B-segment bodies (b) leaving a gap. Each of the A, B, and C segment bodies is provided with a butt portion (4) at each end in the circumferential direction of the tunnel (X) for connecting the adjacent body to each other. Has a rear dovetail groove (M1) formed at the rear end and a front dovetail groove (M2) formed at the front end. The A segment body (a) A connecting tool (R) is provided at the back side dovetail portion (M1) at both ends, and the B segment body (b) is provided with a butting portion (4) connected to the existing segment body. Butt groove on the front side (M2) and the other end (4) A coupling tool (R) is provided with the dovetail groove part (M1), and the C segment body (c) is provided with a coupling tool (R) on the front dovetail groove part (M2) at both ends. ) A unit for forming a tunnel ring.
JP25584697A 1997-09-22 1997-09-22 Tunnel segment connecting portion and tunnel ring forming method Expired - Lifetime JP3877391B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25584697A JP3877391B2 (en) 1997-09-22 1997-09-22 Tunnel segment connecting portion and tunnel ring forming method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25584697A JP3877391B2 (en) 1997-09-22 1997-09-22 Tunnel segment connecting portion and tunnel ring forming method

Publications (2)

Publication Number Publication Date
JPH1193588A true JPH1193588A (en) 1999-04-06
JP3877391B2 JP3877391B2 (en) 2007-02-07

Family

ID=17284413

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25584697A Expired - Lifetime JP3877391B2 (en) 1997-09-22 1997-09-22 Tunnel segment connecting portion and tunnel ring forming method

Country Status (1)

Country Link
JP (1) JP3877391B2 (en)

Also Published As

Publication number Publication date
JP3877391B2 (en) 2007-02-07

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