JP3363053B2 - Segment connection tool for tunnel - Google Patents

Segment connection tool for tunnel

Info

Publication number
JP3363053B2
JP3363053B2 JP05877097A JP5877097A JP3363053B2 JP 3363053 B2 JP3363053 B2 JP 3363053B2 JP 05877097 A JP05877097 A JP 05877097A JP 5877097 A JP5877097 A JP 5877097A JP 3363053 B2 JP3363053 B2 JP 3363053B2
Authority
JP
Japan
Prior art keywords
segment
tunnel
main body
connector
dovetail groove
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP05877097A
Other languages
Japanese (ja)
Other versions
JPH09310587A (en
Inventor
順一 宮武
敏行 青木
勝治 和田
勉 今野
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 JP05877097A priority Critical patent/JP3363053B2/en
Publication of JPH09310587A publication Critical patent/JPH09310587A/en
Application granted granted Critical
Publication of JP3363053B2 publication Critical patent/JP3363053B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Lining And Supports For Tunnels (AREA)

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、トンネル周方向に
隣接させて組付けられる第1セグメント本体と第2セグ
メント本体との突合せ部の夫々に、当該両突合せ部を突
合わせた状態で対向するよう各別に設けてある第1アリ
溝部と第2アリ溝部との夫々に対し、トンネル軸芯方向
端部から各別に嵌入自在な拡大縁部を両側に備え、夫々
の拡大縁部を前記第1アリ溝部と前記第2アリ溝部とに
嵌入するに伴って、前記両突合せ部を相対的に近接させ
る挟持部を、夫々の拡大縁部に設けてあるトンネル用セ
グメント連結具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention faces abutting portions of a first segment main body and a second segment main body, which are assembled adjacent to each other in the circumferential direction of the tunnel, in a state where the both butting portions are abutted. As described above, with respect to the first dovetail groove portion and the second dovetail groove portion, which are separately provided, on both sides of the tunnel edge in the axial direction of the tunnel, respectively, there are provided enlarged edge portions that can be individually fitted, and each of the enlarged edge portions is provided with the first edge portion. The present invention relates to a tunnel segment connector in which a sandwiching portion that brings the abutting portions relatively close to each other as they are fitted into the dovetail groove portion and the second dovetail groove portion is provided at each enlarged edge portion.

【0002】[0002]

【従来の技術】従来、この種のトンネル用セグメント連
結具(以下「連結具」という)は、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際に
用いる。つまり、既にトンネル周方向に構築された環状
のセグメントリングに対して、前記トンネル用セグメン
ト本体を順次連結していく場合に、トンネル周方向に隣
接するセグメント本体どうしを引付け連結するために前
記連結具を用いる。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、先に取付ける
ものを第1セグメント本体、後から取付けるものを第2
セグメント本体とし、既に構築されて前記第1セグメン
ト本体と前記第2セグメント本体とを当接させるセグメ
ントを既設セグメント本体とする。前記連結具を用いた
セグメント本体の連結方法には、いわゆる先付方式と後
付方式とがある。前記先付方式は、前記第1セグメント
本体のアリ溝部に、前記連結具の一方の拡大縁部を、予
め前記既設セグメント本体の側から挿入しておき、この
状態で前記第1セグメント本体をトンネル軸芯方向から
前記既設セグメント本体に対して連結する。そして、前
記第2セグメント本体の突合せ部と前記第1セグメント
本体の突合せ部とを近接させた状態で、前記第2セグメ
ント本体のアリ溝部が前記連結具に嵌合するよう、前記
第2セグメント本体を前記既設セグメント本体の側に押
圧し、連結する。つまり、前記連結具は前記既設セグメ
ント本体の側から前記第1セグメント本体および前記第
2セグメント本体に向けて挿入することにより、前記第
1セグメント本体と前記第2セグメント本体とを引付け
連結する構成になっている。前記後付方式では、前記連
結具は、前記第1セグメント本体および前記第2セグメ
ント本体のトンネル軸芯方向における幅中央側から前記
既設セグメント本体の側に向けて挿入する。この場合に
は、前記連結具を挿入するための作業用空間を、予め前
記第1セグメント本体と前記第2セグメント本体との突
合せ部に形成しておく。この場合には、連結が終了した
前記第1セグメント本体に対し、前記第2セグメント本
体を近接させながら前記既設セグメント本体側に押圧し
てゆき、当該既設セグメント本体に対して押圧が略終了
した段階で、前記作業用空間から前記連結具を仮挿入す
る。前記連結具は、前記第1セグメント本体のアリ溝部
と前記第2セグメント本体のアリ溝部とに亘る状態に仮
挿入する。そして、押込装置等を用いて前記連結具を圧
入する。
2. Description of the Related Art Conventionally, this type of segment connecting device for tunnels (hereinafter referred to as "connecting device") has been used for connecting two tunnel segment main bodies which are adjacent to each other in the tunnel circumferential direction. That is, when sequentially connecting the tunnel segment bodies to the annular segment ring that has already been constructed in the tunnel circumferential direction, the coupling is performed to attract and couple the segment bodies that are adjacent to each other in the tunnel circumferential direction. Use ingredients. Of the two tunnel segment main bodies that are adjacent to each other in the circumferential direction of the tunnel, the one that is attached first is the first segment main body and the one that is attached later is the second
A segment body is used, and a segment that is already constructed and that abuts the first segment body and the second segment body is an existing segment body. There are a so-called pre-attached method and a post-attached method as a method of connecting the segment main bodies using the connecting tool. In the pre-attachment method, one of the enlarged edge portions of the connector is previously inserted into the dovetail groove portion of the first segment main body from the side of the existing segment main body, and the first segment main body is tunneled in this state. It is connected to the existing segment body from the axial direction. The second segment main body is configured so that the dovetail groove portion of the second segment main body fits into the connector in a state where the abutting portion of the second segment main body and the abutting portion of the first segment main body are close to each other. Is pressed against the side of the existing segment body to connect them. That is, the connector is inserted from the side of the existing segment main body toward the first segment main body and the second segment main body to attract and connect the first segment main body and the second segment main body. It has become. In the retrofitting method, the connector is inserted from the width center side of the first segment body and the second segment body in the tunnel axis direction toward the existing segment body. In this case, a working space for inserting the connector is formed in advance at the abutting portion between the first segment body and the second segment body. In this case, a step in which the second segment main body is pressed toward the existing segment main body side while the second segment main body is brought close to the first segment main body that has been connected, and the pressing is substantially finished with respect to the existing segment main body. Then, the connector is temporarily inserted from the working space. The connector is temporarily inserted in a state where it extends over the dovetail groove portion of the first segment body and the dovetail groove portion of the second segment body. Then, the connecting tool is press-fitted using a pushing device or the like.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記従来の連
結具を使用した連結方式によれば、次のような問題があ
った。前記先付方式の場合には、所定の引付け力を確実
に発生させることが困難であった。つまり、前記第2セ
グメント本体を前記既設セグメント本体に押付ける際に
は、前記連結具は、前記既設セグメント本体に当接した
状態となっており、前記第2セグメント本体の押込みが
完了した状態では、前記第1セグメント本体および前記
第2セグメント本体、前記連結具は、全て前記既設セグ
メント本体に当接していることとなる。本構成の場合に
は、前記第1セグメント本体のアリ溝部と前記第2セグ
メント本体のアリ溝部との間隔と、前記連結具の拡大縁
部どうしの間隔とは一致していることが望ましいが、通
常、幾分の誤差が生じる。特に、拡大縁部どうしの間隔
が広過ぎる場合には、前記第1セグメント本体と前記第
2セグメント本体とを十分に引付けることができなくな
る。また、前記第2セグメント本体を取付けた後に、当
該引付け力を測定することも困難である。一方、後付方
式による場合には、前記連結具の押込み力を制御するこ
とで前記第1セグメント本体と前記第2セグメント本体
との引付け力を設定することは可能であった。しかし、
前記第1セグメント本体と前記第2セグメント本体との
突合せ部には、前記連結具を挿入するための凹部を形成
しなければならない。このため、前記突合せ部における
両セグメント本体の当接面積が縮小し、前記突合せ部で
の連結程度が不十分となって、当該部分から地下水の漏
水が発生する等のおそれがあった。しかも、セグメント
本体の形状が複雑となって作製に手間がかかるばかりで
なく、前記連結作業に際しても特別の連結具押込装置を
必要としていた。このように、上記従来の連結具を用い
た連結方式においては種々の不都合があり、未だ改善の
余地があった。本発明の目的は、このような従来技術の
欠点を解消し、トンネル周方向に連結する二つの前記セ
グメント本体夫々の連結作業を効率化でき、連結部分の
信頼性を向上させ得るトンネル用セグメント連結具を提
供することにある。
However, according to the above-mentioned conventional connecting method using the connecting tool, there are the following problems. In the case of the pre-applied method, it is difficult to reliably generate a predetermined attractive force. That is, when the second segment main body is pressed against the existing segment main body, the connecting tool is in contact with the existing segment main body, and when the second segment main body is completely pushed, The first segment main body, the second segment main body, and the connector are all in contact with the existing segment main body. In the case of this configuration, it is desirable that the distance between the dovetail groove portion of the first segment main body and the dovetail groove portion of the second segment main body and the distance between the enlarged edge portions of the connector be the same, Some error will usually occur. In particular, when the distance between the enlarged edges is too wide, the first segment main body and the second segment main body cannot be sufficiently attracted. It is also difficult to measure the attraction force after the second segment body is attached. On the other hand, in the case of the retrofitting method, it was possible to set the attraction force between the first segment main body and the second segment main body by controlling the pushing force of the connecting tool. But,
A recess for inserting the connector must be formed at a butting portion between the first segment body and the second segment body. For this reason, the contact area of both segment main bodies at the abutting portion is reduced, the degree of connection at the abutting portion becomes insufficient, and there is a risk that groundwater may leak from the portion. In addition, the shape of the segment main body is complicated and it takes time to manufacture, and a special connector pushing device is required for the connecting work. As described above, there are various inconveniences in the connection system using the above-described conventional connection tool, and there is still room for improvement. The object of the present invention is to solve the drawbacks of the prior art, to improve the efficiency of the connection work of each of the two segment main bodies that are connected in the tunnel circumferential direction, and to improve the reliability of the connection portion. To provide the ingredients.

【0004】[0004]

【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
ネル用セグメント連結具の特徴構成は、請求項1に記載
したごとく、嵌入方向後端に、トンネル軸芯方向に隣接
する既設セグメント本体に接当可能な突出部を設け、前
記突出部の先端部が、前記既設セグメント本体から一定
以上の荷重を受けた場合に引退可能に構成した点にあ
る。 (作用・効果)本構成のごとく、前記突出部を備えたト
ンネル用セグメント連結具によれば、前記第2セグメン
ト本体を、前記既設セグメント本体の側に押しつけてい
く際に、当該第2セグメント本体と前記連結具との当接
開始位置を、前記第2セグメント本体の挿入方向手前側
に設定することができる。前記連結具の視点から見れ
ば、前記当接開始位置を、前記第1セグメント本体に係
るアリ溝の挿入方向奥側に設定することができる。本発
明のごとく前記連結具に前記突出部を設けることは、前
記連結具の双方の拡大縁部どうしの間隔に比べて、挟持
すべき前記第1セグメント本体および前記第2セグメン
ト本体に係るアリ溝部の部材寸法の合計幅が過少である
場合に有効である。例えば、前記連結具等にこのような
寸法関係がある場合で、従来の連結具を用いた場合に
は、両セグメント本体の構築が終了した状態で、前記連
結具が双方のアリ溝内部でガタついたままになるおそれ
がある。前記連結具によって所定の締結力が発生する前
に、前記連結具は、前記第2セグメント本体に押されて
前記既設セグメント本体の側に移動してしまうからであ
る。本構成の連結具は、前記第2セグメント本体に押さ
れる際に、前記突出部が前記既設セグメント本体に当接
する位置で一旦停止する。この状態で、前記第2セグメ
ント本体は、未だ前記既設セグメント本体に当接してお
らず、前記第2セグメント本体は、さらに押込まれる必
要がある。そして、前記第2セグメント本体が押込ま
れ、当該第2セグメント本体による押付け力が前記突出
部の引退に必要な力を越えた際に、前記連結具は、前記
アリ溝部等の寸法誤差を吸収すべく、改めて前記既設セ
グメントの側に移動を始める。このように、本発明のト
ンネル用セグメント連結具によれば、前記アリ溝部ある
いは前記連結具自身の製作誤差を一定範囲まで許容しな
がら、前記セグメント本体どうしを略一定の締結力で連
結することができる。よって、連結部の製作誤差が殆ど
許容されていなかった従来の連結具を用いる場合と比較
して、本願発明の連結具による場合には、前記セグメン
ト本体どうしの連結作業全般に亘って大幅な効率化が図
れると同時に、連結部分の信頼性を格段に向上させるこ
とができる。
(Structure 1) A characteristic structure of a tunnel segment connector according to the present invention for achieving this object is, as described in claim 1, that an existing segment main body adjacent to the tunnel axis direction is provided at the rear end in the fitting direction. The point is that a protruding portion that can be brought into contact with is provided, and the tip end portion of the protruding portion is configured to be able to retract when a load of a predetermined amount or more is applied from the existing segment main body. (Operation / Effect) According to the tunnel segment connector having the protrusion as in the present configuration, when the second segment main body is pressed against the existing segment main body, the second segment main body is pressed. It is possible to set the contact start position between the second connector body and the connection tool on the front side in the insertion direction of the second segment body. From the viewpoint of the coupling tool, the contact start position can be set on the inner side in the insertion direction of the dovetail groove of the first segment body. Providing the protrusion on the connector as in the present invention allows the dovetail groove portion of the first segment body and the second segment body to be sandwiched, as compared with the interval between the two enlarged edges of the connector. This is effective when the total width of the member dimensions is too small. For example, when there is such a dimensional relationship between the connectors and the like, and when a conventional connector is used, the connectors are rattled inside both dovetail grooves after the construction of both segment main bodies is completed. There is a risk of being stuck. This is because the connector is pushed by the second segment main body and moves toward the existing segment main body before the predetermined fastening force is generated by the connector. The connector of this configuration temporarily stops at the position where the protrusion contacts the existing segment body when being pushed by the second segment body. In this state, the second segment body is not yet in contact with the existing segment body, and the second segment body needs to be further pushed. Then, when the second segment main body is pushed in and the pressing force by the second segment main body exceeds the force necessary for retracting the protrusion, the connector absorbs the dimensional error of the dovetail groove and the like. Therefore, the movement starts again to the side of the existing segment. Thus, according to the tunnel segment connector of the present invention, it is possible to connect the segment bodies with a substantially constant fastening force while allowing a manufacturing error of the dovetail groove or the connector itself to a certain range. it can. Therefore, as compared with the case of using the conventional connecting tool in which the manufacturing error of the connecting portion is hardly allowed, in the case of using the connecting tool of the present invention, a great efficiency is achieved in the overall connecting work between the segment main bodies. At the same time, the reliability of the connecting portion can be significantly improved.

【0005】(構成2)本発明のトンネル用セグメント
連結具は、請求項2に記載したごとく、前記挟持部を、
双方の拡大縁部のうち拡大縁部どうしが互いに対向する
部分に対し、夫々の拡大縁部の延出方向に沿った連続面
に構成すると共に、前記挟持部どうしの間隔を、前記拡
大縁部の嵌入方向奥側ほど広く構成することができる。 (作用・効果)本構成によれば、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とを連結する締結
力を、前記連結具Rの長手方向に亘る全体で負担するか
ら、コンパクトな構成としながら大きな締結力を発生さ
せることができる。
(Structure 2) In the tunnel segment connector of the present invention, as described in claim 2,
Of the two enlarged edges, the enlarged edges are configured to be continuous surfaces along the extending direction of the enlarged edges with respect to each other, and the interval between the sandwiching portions is set to the enlarged edge. It can be configured to be wider toward the rear side in the fitting direction. (Operation / Effect) According to this configuration, the fastening force for connecting the first segment main body S1 and the second segment main body S2 is borne by the entire connecting tool R in the longitudinal direction, so that a compact configuration is achieved. While, it is possible to generate a large fastening force.

【0006】(構成3)本発明のトンネル用セグメント
連結具は、請求項3に記載したごとく、前記突出部が、
棒状部材と、当該棒状部材の一部を嵌入保持した変形可
能な筒状部材とで構成することができる。 (作用・効果)本構成であれば、その形状が極めて簡単
でありながら、前記棒状部材の寸法・材質と前記筒状部
材の寸法・材質とを任意に選択して、前記棒状部材が引
退するのに必要な荷重を容易に設定することができる。
(Structure 3) In the tunnel segment connector of the present invention, as described in claim 3,
It can be composed of a rod-shaped member and a deformable tubular member in which a part of the rod-shaped member is fitted and held. (Operation / Effect) With this configuration, although the shape is extremely simple, the size / material of the rod-shaped member and the size / material of the tubular member are arbitrarily selected, and the rod-shaped member retreats. It is possible to easily set the load required for this.

【0007】(構成4)本発明のトンネル用セグメント
連結具は、請求項4に記載したごとく、前記突出部を、
中空の略円筒形状を有する部材で構成することもでき
る。 (作用・効果)本構成の場合には、前記突出部の先端部
がトンネル用セグメント本体からの押付けに際して一定
以上の荷重を受けると、前記突出部に面外変形が生じ、
トンネル用セグメント連結具が既設セグメント本体の側
に移動することで、上記構成1で記載した作用効果を得
ることができる。また、本構成の場合には、例えば、前
記略円筒形状の部材の肉厚、縦横の寸法比を適宜選択す
ることで変形に必要な所定の荷重等を容易に決定するこ
とができる。
(Structure 4) According to a fourth aspect of the present invention, there is provided a segment connecting tool for a tunnel, wherein:
It is also possible to use a hollow member having a substantially cylindrical shape. (Operation / Effect) In the case of this configuration, when the tip end portion of the protruding portion receives a load of a certain amount or more when pressed from the tunnel segment main body, the protruding portion undergoes out-of-plane deformation,
By moving the tunnel segment connector to the side of the existing segment body, it is possible to obtain the action and effect described in the above configuration 1. Further, in the case of this configuration, for example, the predetermined load necessary for deformation can be easily determined by appropriately selecting the wall thickness and the length-width dimension ratio of the substantially cylindrical member.

【0008】[0008]

【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。 (連結具およびアリ溝部)本発明のトンネル用セグメン
トの連結構造に用いる連結具Rの外観を図1および図2
に示すと共に、当該連結構造の概要を図3に示す。本発
明のトンネル用セグメントの連結構造は、単にセグメン
ト本体Sを連結位置に押付けるだけで、セグメント本体
Sどうしを連結具Rによって連結し、トンネル内壁を構
築するものである。よって、トンネルの内部空間側の面
を構成するセグメント本体Sの内側面には、従来のセグ
メント本体のように、連結用のボルトポケットを多数設
ける必要がなく、内側面を比較的円滑な面に構成して、
二次覆工等の手間を省略することができる。本実施形態
においては、図3に示すごとく、連結するトンネル用セ
グメントとしてダクタイルセグメントを用いた例を示
す。ただし、この他に、コンクリートセグメント、ある
いは、スチールセグメントを用いることも可能である。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. (Connector and Dovetail Groove) FIGS. 1 and 2 show the appearance of a connector R used in the tunnel segment connecting structure of the present invention.
And an outline of the connection structure is shown in FIG. The tunnel segment connecting structure of the present invention constructs the tunnel inner wall by simply pressing the segment main body S to the connecting position to connect the segment main bodies S to each other by the connecting tool R. Therefore, it is not necessary to provide a large number of connecting bolt pockets on the inner side surface of the segment main body S that constitutes the surface on the inner space side of the tunnel, unlike the conventional segment main body, and the inner side surface has a relatively smooth surface. Configure
It is possible to omit the trouble of secondary lining. In this embodiment, as shown in FIG. 3, an example in which a ductile segment is used as a tunnel segment to be connected is shown. However, in addition to this, it is also possible to use a concrete segment or a steel segment.

【0009】本発明のトンネル用セグメント連結具R
は、例えば図1〜図4に示すごとく、前記既設セグメン
ト本体Sに接当可能な突出部Tをその嵌入方向後端に備
えている。図1および図2に示すごとく、前記突出部T
は、三つの部材、即ち、前記既設セグメント本体Sに接
当する棒状部材1、および、当該棒状部材1の一端部を
嵌入保持すると共に、自身が拡径変形可能な筒状部材
2、前記連結具Rに対する前記筒状部材2の多少の相対
移動を許容しながら前記筒状部材2を嵌入保持し、自身
は前記連結具Rに内嵌保持される弾性保持部材3で構成
してある。前記連結具Rのサイズは、例えば、挿入方向
の長さが約150mmであり、前記連結具Rの端部に対
する前記突出部Tの突出長さが約25mmである。前記
連結具Rの全体形状は、図2に示すごとく略矩形状であ
り、当該連結具Rの挿入方向に沿った両縁部には拡大縁
部4が形成されている。当該二つの拡大縁部4におい
て、互いに対向する部分には、夫々、挟持部5,5が形
成されている。当該挟持部5,5は、前記連結具Rを、
第1セグメント本体S1の第1アリ溝部M1および第2
セグメント本体S2の第2アリ溝部M2に挿入した際
に、夫々のアリ溝部M1,M2に形成されている第1被
挟持部6および第2被挟持部7と当接し、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とを引付
けるためのものである。本実施例の場合、前記挟持部
5,5には挟持面5A,5Aを形成してあり、前記第1
被挟持部6および前記第2被挟持部7には、夫々、第1
被挟持面6Aおよび第2被挟持面7Aを形成してある。
二箇所の前記挟持面5A,5Aは、互いに非平行であ
り、前記連結具Rの挿入方向奥側ほど広がったテーパー
状となるように形成してある。本構成によれば、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
を連結する締結力を、前記連結具Rの長手方向に亘る全
体で負担するから、コンパクトな構成としながら大きな
締結力を発生させることができる。
The segment connecting tool R for tunnel of the present invention
For example, as shown in FIGS. 1 to 4, a protrusion T that can contact the existing segment body S is provided at the rear end in the fitting direction. As shown in FIGS. 1 and 2, the protrusion T
Is three members, that is, the rod-shaped member 1 that is in contact with the existing segment body S, and the tubular member 2 that fits and holds one end of the rod-shaped member 1 and is capable of expanding and deforming itself. The tubular member 2 is fitted and held while allowing some relative movement of the tubular member 2 with respect to the tool R, and itself is constituted by an elastic holding member 3 which is internally fitted and held in the connecting tool R. Regarding the size of the connecting tool R, for example, the length in the insertion direction is about 150 mm, and the protruding length of the projecting portion T with respect to the end portion of the connecting tool R is about 25 mm. The overall shape of the connecting tool R is substantially rectangular as shown in FIG. 2, and enlarged edges 4 are formed at both edges along the insertion direction of the connecting tool R. Clamping portions 5 and 5 are formed in portions of the two enlarged edges 4 that face each other. The sandwiching portions 5 and 5 connect the connecting tool R to each other.
The first dovetail groove M1 and the second dovetail groove M1 of the first segment body S1
When inserted into the second dovetail groove M2 of the segment main body S2, the segment main body S2 comes into contact with the first clamped portion 6 and the second clamped portion 7 formed in the respective dovetail grooves M1 and M2, and the first segment body S1. And to attract the second segment body S2. In the case of the present embodiment, the holding portions 5 and 5 are provided with holding surfaces 5A and 5A, respectively.
The sandwiched portion 6 and the second sandwiched portion 7 have a first
A sandwiched surface 6A and a second sandwiched surface 7A are formed.
The two sandwiching surfaces 5A, 5A are non-parallel to each other, and are formed to have a tapered shape that widens toward the inner side in the insertion direction of the connecting tool R. According to this configuration, the fastening force that connects the first segment body S1 and the second segment body S2 is borne by the entire length of the connecting tool R in the longitudinal direction. Can be generated.

【0010】前記テーパーの比率としては、例えば図2
に示すごとく、一方側の前記挟持面5Aについてみた場
合、前記連結具Rの挿入方向に対して約20対1であ
る。図1および図2においては、当該突出部Tは、夫々
の前記拡大縁部4に各別に設けてあるが、二か所に限ら
れるものではなく、前記拡大縁部4どうしの中間位置に
一箇所だけ設ける構成であってもよい。後述するよう
に、所定の荷重が加わった場合に前記連結具Rの側に引
退するものであれば構成は任意である。
The taper ratio is, for example, as shown in FIG.
As shown in FIG. 5, when viewed from the sandwiching surface 5A on one side, it is about 20 to 1 with respect to the inserting direction of the connecting tool R. In FIG. 1 and FIG. 2, the protrusions T are separately provided on the respective enlarged edge portions 4, but the number of protrusion portions T is not limited to two, and one protrusion portion T is provided at an intermediate position between the enlarged edge portions 4. The structure may be provided only at the location. As will be described later, the structure is arbitrary as long as it retreats to the connecting tool R side when a predetermined load is applied.

【0011】(連結操作)前記連結具Rを用いて前記第
1セグメント本体S1および前記第2セグメント本体S
2を連結する際の過程を図4および図5(イ)〜(ニ)
に示す。
(Connecting operation) Using the connecting tool R, the first segment main body S1 and the second segment main body S are connected.
The process of connecting the two is shown in FIG. 4 and FIG.
Shown in.

【0012】前記既設セグメント本体Sに対して前記第
1セグメント本体S1および前記第2セグメント本体S
2を取り付ける際には、前記連結具Rを予め前記第1セ
グメント本体S1に取り付けておくいわゆる先付方式を
用いる。これらの取付け態様を図4に示す。図4におい
て、Sa,Sb,Scで示したセグメント本体は、前記
既設セグメント本体Sを示す。これら三つのセグメント
本体は、何れの順序で組み立てられるものであってもよ
い。これら三つの既設セグメント本体Sa,Sb,Sc
に対し、第1セグメント本体S1および第2セグメント
本体S2が連結される。まず、前記第1セグメント本体
S1の第1アリ溝部M1に前記連結具Rを取り付けた状
態で、前記第1セグメント本体S1を既設セグメント本
体Sa,Scにに取付ける。続いて、第2セグメント本
体S2を前記第1セグメント本体S1と既設セグメント
本体Sa,Sbとに連結する。この場合に、前記既設セ
グメント本体SaとSbとに亘る連結具Rは、当該第2
セグメント本体S2の側面を利用して押し込んでもよい
し、当該第2セグメント本体S2の押し込みに先立ち、
別途工具等を用いて押し込んでおいてもよい。このこと
は、第2セグメント本体S2を第1セグメント本体S1
と既設セグメント本体Sa,Sbとに押しつけた後に挿
入する連結具Rについても同様である。
With respect to the existing segment body S, the first segment body S1 and the second segment body S
When attaching 2, the so-called pre-attachment method in which the connecting tool R is attached to the first segment body S1 in advance is used. These attachment modes are shown in FIG. In FIG. 4, the segment bodies indicated by Sa, Sb, and Sc are the existing segment bodies S. These three segment bodies may be assembled in any order. These three existing segment bodies Sa, Sb, Sc
On the other hand, the first segment body S1 and the second segment body S2 are connected. First, the first segment body S1 is attached to the existing segment bodies Sa and Sc in a state where the connecting tool R is attached to the first dovetail groove M1 of the first segment body S1. Then, the second segment body S2 is connected to the first segment body S1 and the existing segment bodies Sa and Sb. In this case, the connecting tool R extending over the existing segment bodies Sa and Sb is
You may push in using the side surface of the segment main body S2, or before pushing in the said 2nd segment main body S2.
You may push in separately using a tool etc. This means that the second segment body S2 is replaced by the first segment body S1.
The same applies to the connector R inserted after being pressed against the existing segment bodies Sa and Sb.

【0013】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は前記
第1アリ溝部M1の内部を移動自在である。次いで、前
記第2セグメント本体S2の押付けが進み、前記第2セ
グメント本体S2の第2アリ溝部M2が、前記連結具R
の前記挟持面5Aに当接した状態を示したのが図5
(ロ)である。この状態から、さらに前記第2セグメン
ト本体S2を前記既設セグメント本体S側に押付ける
と、前記第1アリ溝部M1の第1被挟持面6Aと前記挟
持面5Aとの間で滑りが生じ、前記連結具Rは、その突
出部Tの先端部が前記既設セグメント本体Sに当接する
まで前記第1アリ溝部M1に沿って慴動する。この慴動
に伴って、双方の挟持面5A,5Aで挟持する前記第1
セグメント本体S1の第1被挟持部6の幅が漸減するか
ら、その分、前記第2セグメント本体S2の第2被挟持
部7が、前記双方の挟持面5A,5Aの間に侵入するこ
ととなる。図5(ハ)は、慴動してきた前記連結具Rの
前記突出部T先端が前記既設セグメント本体Sに当接し
た状態である。この後、前記第2セグメント本体S2を
さらに押付けると、しばらくの間、前記第2被挟持部7
が前記挟持面5Aに対して慴動し、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との当接力が高
まる。この段階においては、前記突出部Tは前記連結具
Rの内部に引退しない。つまり、前記双方の挟持面5
A,5Aおよび前記第1・第2被挟持面6A,7Aがテ
ーパー面であるから、前記第2セグメント本体S2を前
記既設セグメント本体Sの側に押付ける力の大部分は、
両セグメント本体S1,S2どうしを引付けるための分
力となる。このため、前記連結具Rを前記既設セグメン
ト本体Sの側に押付ける分力が、前記突出部Tを引退さ
せるのに必要な力にまで未だ高まっていないのである。
前記第2セグメント本体S2をさらに押付け、前記連結
具Rを前記既設セグメント本体Sの側に押付ける分力
が、前記突出部Tを引退させ得るまでに高まると、前記
突出部Tは引退を始め、前記連結具Rは前記既設セグメ
ント本体Sの側に移動する。この結果、前記連結具R
は、前記第1被挟持部6の幅が狭い側に移動するから、
双方の前記挟持面5A,5Aの間の空間に余裕が生じ
る。そして、この余裕空間には、前記第2セグメント本
体S2の前記第2被挟持部7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。
FIG. 5A shows the first segment body S1 already constructed and the first segment body S1.
The process of bringing the second segment main body S2 close to the connector R inserted in the first dovetail groove M1 is shown. In this process, the connecting tool R is movable inside the first dovetail groove M1. Then, the pressing of the second segment main body S2 proceeds, and the second dovetail groove M2 of the second segment main body S2 is connected to the connecting tool R.
FIG. 5 shows the state of contact with the holding surface 5A of FIG.
It is (b). From this state, when the second segment body S2 is further pressed to the existing segment body S side, slippage occurs between the first clamped surface 6A and the clamp surface 5A of the first dovetail groove M1, The connecting tool R slides along the first dovetail groove M1 until the tip of the projecting portion T contacts the existing segment body S. Along with this movement, the first sandwiched by both sandwiching surfaces 5A, 5A
Since the width of the first clamped portion 6 of the segment main body S1 is gradually reduced, the second clamped portion 7 of the second segment main body S2 intrudes between the both clamping surfaces 5A and 5A. Become. FIG. 5C shows a state in which the tip of the protruding portion T of the connecting tool R that has slid is in contact with the existing segment body S. After that, when the second segment body S2 is further pressed, the second sandwiched portion 7 is held for a while.
Slides with respect to the holding surface 5A, and the contact force between the first segment body S1 and the second segment body S2 increases. At this stage, the protrusion T does not retract into the inside of the connector R. That is, the sandwiching surface 5 of both of the above
Since A, 5A and the first and second clamped surfaces 6A, 7A are tapered surfaces, most of the force for pressing the second segment body S2 toward the existing segment body S is
It serves as a component force for attracting the two segment bodies S1 and S2. Therefore, the component force that presses the connecting tool R toward the existing segment body S has not yet increased to the force required to retract the protrusion T.
When the component force of pressing the second segment main body S2 further and pressing the connecting tool R toward the existing segment main body S increases enough to retract the protrusion T, the protrusion T starts to retract. , The connector R moves to the side of the existing segment body S. As a result, the connecting tool R
Is moved to the side where the width of the first clamped portion 6 is narrow,
There is a margin in the space between the sandwiching surfaces 5A and 5A. Then, the second clamped portion 7 of the second segment main body S2 enters the spare space. In this state, the attraction force between the first segment main body S1 and the second segment main body S2 is kept substantially constant.

【0014】ここで、前記突出部Tが引退する状況につ
いて説明する。図2に示したごとく、前記突出部Tの引
退は、前記棒状部材1が、前記筒状部材2を拡径変形さ
せながら当該筒状部材2の内部に嵌入することで行われ
る。前記筒状部材2は、例えばその奥側端部を、前記連
結具Rに設けられた突出部取付孔8の底部に当接させ、
前記棒状部材1の押付けに対抗するよう構成してある。
前記弾性保持部材3は、前記筒状部材2の拡径変形を許
容しつつ、前記筒状部材2を前記連結具Rの内部に保持
する。当該突出部Tを構成する部材の材質は、例えば、
前記棒状部材1は変形しにくい高硬度の鋼材を用い、前
記筒状部材2は、アルミニウム・銅・鉛、あるいは薄肉
の鋼材等、比較的変形しやすい材料とし、前記弾性保持
部材3は、ゴム・合成樹脂など比較的変形容易な材料を
使用することが考えられる。尚、前記筒状部材2につい
ては、前記棒状部材1の押込みに対して略一定の抵抗力
を発揮するものであれば、塑性変形するもの、あるい
は、弾性変形するものの何れであってもよい。前記突出
部Tが発揮すべき抵抗力としては、前述のサイズの連結
具Rの場合、例えば、合計で約20tである。つまり、
本実施形態に示した形状の連結具Rでは、一方の突出部
Tが約10tの抵抗力を発揮させる。この場合に、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
とは、当該連結具R一個によって約40tの力で締結さ
れることとなる。
Now, a situation where the protruding portion T retreats will be described. As shown in FIG. 2, the withdrawal of the protruding portion T is performed by fitting the rod-shaped member 1 into the tubular member 2 while expanding and deforming the tubular member 2. The tubular member 2 has, for example, a rear end portion thereof brought into contact with a bottom portion of a protruding portion mounting hole 8 provided in the connecting tool R,
It is configured to oppose the pressing of the rod-shaped member 1.
The elastic holding member 3 holds the tubular member 2 inside the connector R while allowing the diameter-expanding deformation of the tubular member 2. The material of the member forming the protrusion T is, for example,
The rod-shaped member 1 is made of a highly hardened steel material that is hard to be deformed, the tubular member 2 is made of a material that is relatively easily deformed, such as aluminum, copper, lead, or thin steel material, and the elastic holding member 3 is made of rubber. -It is possible to use a material that is relatively easily deformable, such as synthetic resin. The cylindrical member 2 may be plastically deformed or elastically deformed as long as it exhibits a substantially constant resistance against the pushing of the rod-shaped member 1. In the case of the connecting tool R having the above-mentioned size, the resistance force that the protrusion T should exert is, for example, about 20 t in total. That is,
In the connector R having the shape shown in the present embodiment, the one protruding portion T exerts a resistance force of about 10t. In this case, the first segment body S1 and the second segment body S2
Is to be fastened with a force of about 40t by the one connecting tool R.

【0015】図5(ニ)は、その後、前記第2セグメン
ト本体S2が、さらに前記既設セグメント本体Sの側に
押込まれ、当接した状態を示す。この状態で、通常の連
結過程が終了する。つまり、前記棒状部材1の一部が、
前記連結具Rの内部に引退した状態で連結が終了する。
FIG. 5D shows a state in which the second segment body S2 is then further pushed toward the existing segment body S and brought into contact therewith. In this state, the normal connecting process is completed. That is, a part of the rod-shaped member 1 is
The connection ends when the connection tool R is retired.

【0016】これに対し、前記第1被挟持部6および前
記第2被挟持部7の合計幅が、双方の前記挟持面5A,
5Aどうしの間隔に対して狭い場合には、前記突出部T
がそれほど引退しない状態で双方のセグメント本体S
1,Sどうしの連結が終了する。図6は、前記突出部T
が全く引退しない状態を示す図であり、これは、前記第
1・第2被挟持部6,7の合計幅が、双方の前記挟持面
5A,5A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Tが完全に前記連結
具Rの内部に引退して連結が終了する例を示したのが図
7である。これは、前記第1・第2被挟持部6,7の合
計幅が、双方の前記挟持面5A,5Aどうしの間隔に対
して広い場合の許容限界を示すものである。
On the other hand, the total width of the first sandwiched portion 6 and the second sandwiched portion 7 is equal to the sandwiching surfaces 5A,
When the distance between the 5A is narrow, the protrusion T
Is not so retired, both segment bodies S
The connection between 1, S ends. FIG. 6 shows the protrusion T
Is a diagram showing a state in which the first and second clamped portions 6 and 7 are narrow relative to the distance between the clamp surfaces 5A and 5A on both sides. Is shown. On the contrary, FIG. 7 shows an example in which the protrusion T is completely retracted into the inside of the connecting tool R and the connection is completed. This shows an allowable limit when the total width of the first and second clamped portions 6 and 7 is wider than the distance between the clamp surfaces 5A and 5A.

【0017】従来の先付方式においては、前記第1被挟
持部6および前記第2被挟持部7の合計幅と、前記挟持
面5A,5Aの間隔とが一致していない場合、双方のセ
グメント本体S1,Sどうしを適切に連結することは不
可能であった。例えば、前記第1被挟持部6および前記
第2被挟持部7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という不都合が生じていた。しか
し、図5から図7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M
1,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S
1,S2どうしを略一定の締結力で連結することができ
る。尚、以上の説明は、前記第1・第2セグメント本体
S1,S2が有するアリ溝部M1,M2のうち、既設の
セグメントリング側にあるアリ溝部M1,M2に係る連
結過程についてのもである。しかし、他方のアリ溝部M
1,M2について、即ち、既に構築された前記セグメン
トリングに挿入される前記連結具Rであって、前記第1
セグメント本体S1あるいは前記第2セグメント本体S
2の側面で押込まれる前記連結具Rについても、その動
作過程は同様に理解できる。
In the conventional tip-end method, when the total width of the first sandwiched portion 6 and the second sandwiched portion 7 does not match the spacing between the sandwiching surfaces 5A, 5A, both segments It was impossible to properly connect the main bodies S1 and S to each other. For example, when the total width of the first clamped portion 6 and the second clamped portion 7 is narrow, the connector R
Had an inconvenience that it was left loose inside the first and second dovetail grooves M1 and M2. However, as is clear from the examples shown in FIGS. 5 to 7, if the connecting tool R of the present invention is used, the first and second dovetail grooves M can be formed.
1, M2 or the first or second segment main body S while allowing the manufacturing error of the connecting tool R itself to a certain range.
It is possible to connect 1, S2 with a substantially constant fastening force. It should be noted that the above description relates to the connecting process of the dovetail grooves M1 and M2 on the existing segment ring side among the dovetail grooves M1 and M2 of the first and second segment bodies S1 and S2. However, the other dovetail groove M
1, M2, ie, the connector R inserted into the already constructed segment ring,
Segment body S1 or the second segment body S
The operation process of the connecting tool R pushed by the side surface of the second side can be similarly understood.

【0018】(連結具等の製作許容誤差)前記連結具R
等が許容し得る製作誤差の範囲は、上述したごとく、図
6に示した場合と図7に示した場合の間の範囲であると
考えられる。説明を簡単にするために、前記連結具Rの
製作誤差はないものとし、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の夫々の第1・第2
被挟持部6,7における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S1および前記第2セグメント本体S2の夫々におい
て、前記第1・第2被挟持部6,7の幅のみに生じると
仮定する。まず、図6に示した例のごとく、前記連結具
Rの挟持面5A,5Aどうしの間隔と比較して夫々の第
1・第2被挟持部6,7の合計幅が狭い場合について検
討する。この場合、前記挟持面5A,5Aどうしの間隔
については、特に、前記突出部Tが設けられた側の端部
における間隔をD0 とする。一方、前記第1・第2被挟
持部6,7の合計幅については、前記既設セグメント本
体S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Tの突出部
長さと前記挟持面5Aのテーパー角度とから求めること
ができる。前記突出長さをH、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 − である。一方、図7に示した例のごとく、前記合計幅D
が広い場合は、結局、当該合計幅Dと前記間隔D0 とが
等しい場合であるといえる。よって、この場合には、 Dmax = D0 − なる関係が成立する。よって、式および式から、前
記合計幅Dの採り得る範囲は、 D0 − 2H/L ≦ D ≦ D0 − となる。例えば、前記突出長さHが25mm、前記テー
パー角度が20:1である場合には、式より、前記合
計幅Dの採り得る値は D0 −2.5mm〜D0であ
り、2.5mmの製作誤差を許容できることとなる。以
上のごとく、本発明の連結具Rを用いる場合には、前記
第1アリ溝部M1・前記第2アリ溝部M2の製作誤差、
あるいは、前記連結具R自身の製作誤差を一定の範囲内
で許容することができる。これは、原則として前記連結
具Rの製作誤差が一切許されていなかった従来の連結具
Rを用いる場合と比較して、前記第1・第2セグメント
本体S1,S2どうしの連結作業全般に渡って大幅な効
率化が図れると同時に、連結部分の信頼性を格段に向上
させ得るものといえる。
(Manufacturing Tolerance of Connecting Tool) The connecting tool R
As described above, the range of manufacturing error that can be tolerated is considered to be the range between the case shown in FIG. 6 and the case shown in FIG. In order to simplify the description, it is assumed that there is no manufacturing error in the connecting tool R, and the first segment body S1
And the respective first and second of the second segment body S2
It is assumed that there is no error in the taper angles of the clamped parts 6 and 7. That is, it is assumed that the manufacturing error occurs only in the width of the first and second clamped portions 6 and 7 in each of the first segment body S1 and the second segment body S2. First, as in the example shown in FIG. 6, a case where the total width of the first and second clamped portions 6 and 7 is narrower than the distance between the clamping surfaces 5A and 5A of the connecting tool R will be examined. . In this case, regarding the interval between the sandwiching surfaces 5A and 5A, in particular, the interval at the end on the side where the protrusion T is provided is D 0 . On the other hand, regarding the total width of the first and second clamped portions 6 and 7, the total width at the end contacting the existing segment body S is D. The difference between the total width D and the distance D 0 can be obtained from the protrusion length of the protrusion T and the taper angle of the holding surface 5A. The protrusion length is H and the taper angle is L:
If it is set to 1, the minimum value D min that the total width D can take is D min = D 0 −H × (1 / L) × 2 −. On the other hand, as in the example shown in FIG. 7, the total width D
When is wide, it can be said that the total width D is equal to the interval D 0 . Therefore, in this case, the relationship of D max = D 0 − is established. Therefore, from the formula and the formula, the range in which the total width D can be taken is D 0 −2H / L ≦ D ≦ D 0 −. For example, the protruding length H is 25 mm, the taper angle is 20: 1, then the equation, possible value of the total width D is D 0 -2.5mm~D 0, 2.5mm The manufacturing error of can be tolerated. As described above, when the connector R of the present invention is used, a manufacturing error of the first dovetail groove portion M1 and the second dovetail groove portion M2,
Alternatively, the manufacturing error of the connecting tool R itself can be allowed within a certain range. This is over the entire connecting work between the first and second segment bodies S1 and S2 as compared with the case of using the conventional connecting tool R in which the manufacturing error of the connecting tool R is not allowed in principle. It can be said that the efficiency of the connection can be significantly improved, and at the same time, the reliability of the connecting portion can be significantly improved.

【0019】〔別実施形態〕 〈1〉 前記連結具Rの挟持面5Aは、テーパー面で構
成されるものに限られず、前記第1・第2被挟持部6,
7と当接可能な凸状部を、前記拡大縁部4の長手方向に
沿って断続的に形成したものでもよい。すなわち、当該
凸状部の配置がテーパー状になされたものであってもよ
い。 〈2〉 上記実施形態においては、前記突出部Tの抵抗
力を前記筒状部材2の拡径変形によって得ていたが、こ
の構成に限られるものではなく、例えば、図8に示す構
成であってもよい。つまり、塑性変形自在なアルミニウ
ム・鉛などで形成したジャバラ形状の部材9を前記突出
部取付孔8の内部に挿入しておき、この部材9を前記棒
状部材1が押圧するものである。尚、当該部材9は、所
定以上の力が加わった場合に塑性変形するものであれ
ば、材質・形状等は特に限られるものではない。 〈3〉 また、前記突出部Tは、図9に示すものであっ
てもよい。即ち、ここでは、前記突出部Tを中空の円筒
部材10で構成すると共に、この突出部Tを、例えば連
結具Rの後端に設けた凹部11に嵌入固定する。前記円
筒部材10の押圧方向中央部には、鍔部11を設ける。
本構成であれば、鍔部11を挟んだ両側の部位の形状
が、夫々、押圧方向における縦横比が小さいものとな
る。このため、前記円筒部材10全体としては細長い形
状としながらも、押圧途中で前記円筒部材10が折れ曲
がることなく、押圧方向に縮み変形させることができ
る。この結果、前記円筒部材10が一定の変形抵抗を発
生させつつ面外変形する際の変形ストロークを長く確保
することができ、前記アリ溝部M1,M2に対する前記
連結具Rの締結位置に余裕が生じる。よって、前記アリ
溝部M1,M2や前記連結具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
付力で前記両セグメント本体S1,S2どうしを連結す
ることができる。本別実施形態の場合には、例えば、当
該円筒部材10の肉厚、縦横の寸法比、さらには、鍔部
12の数等を適宜選択することで変形に必要な所定の荷
重および変形ストローク等を容易に決定することができ
る。前記円筒部材10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。尚、前記円筒部
材10を前記連結具Rに取付けるには、上記嵌入に限ら
れるものではなく、接着剤等を用いるものであってもよ
い。 〈4〉 先の実施形態では、前記連結具Rの全体形状を
図2に示すごとく略矩形状としたが、当該形状に限定さ
れるものではない。例えば、図10に示すごとく、双方
の拡大縁部4の外縁どうしが平行な矩形状に構成しても
よい。即ち、双方の前記挟持面5A,5Aどうしが互い
に非平行に構成され、第1アリ溝部M1と第2アリ溝部
M2とを引き付け得るものであれば何れの形状でもよ
く、連結具Rを製造する際の都合や、連結具Rを搬送す
る際の梱包の都合等から適宜任意の形状に構成すること
ができる。
[Other Embodiments] <1> The holding surface 5A of the connecting tool R is not limited to the one formed of a tapered surface, and the first and second held portions 6,
It is also possible to form the convex portion that can come into contact with 7 intermittently along the longitudinal direction of the enlarged edge portion 4. That is, the convex portion may be arranged in a tapered shape. <2> In the above-described embodiment, the resistance force of the protruding portion T is obtained by the diameter-expanding deformation of the tubular member 2. However, the present invention is not limited to this configuration, and for example, the configuration shown in FIG. May be. That is, a bellows-shaped member 9 formed of plastically deformable aluminum, lead or the like is inserted into the protruding portion mounting hole 8 and the member 9 is pressed by the rod-shaped member 1. The material, shape, etc. of the member 9 are not particularly limited as long as the member 9 is plastically deformed when a predetermined force or more is applied. <3> Further, the protrusion T may be the one shown in FIG. 9. That is, here, the protruding portion T is formed of the hollow cylindrical member 10, and the protruding portion T is fitted and fixed in the recessed portion 11 provided at the rear end of the connecting tool R, for example. A flange 11 is provided at the center of the cylindrical member 10 in the pressing direction.
With this configuration, the shapes of the parts on both sides of the collar 11 are small in the aspect ratio in the pressing direction. For this reason, the cylindrical member 10 as a whole can be elongated, but the cylindrical member 10 can be shrunk and deformed in the pressing direction without bending during pressing. As a result, it is possible to secure a long deformation stroke when the cylindrical member 10 is deformed out-of-plane while generating a constant deformation resistance, and there is a margin in the fastening position of the connector R with respect to the dovetail grooves M1 and M2. . Therefore, even when the dovetail grooves M1 and M2 and the connecting tool R have a relatively large manufacturing error, the manufacturing error is allowed and the segment main bodies S1 and S2 are connected to each other with a substantially constant attractive force. You can In the case of this another embodiment, for example, a predetermined load and a deformation stroke required for deformation can be obtained by appropriately selecting the wall thickness of the cylindrical member 10, the dimension ratio in the length and width, and the number of the flange portions 12 and the like. Can be easily determined. The cylindrical member 10 can be formed using a material that is relatively easily deformed, such as aluminum, copper, lead, or thin steel material. That is, these materials have stable plastic deformability, so that the protruding member T having a desired deformability can be easily obtained. The attachment of the cylindrical member 10 to the connecting tool R is not limited to the above-mentioned fitting, but an adhesive or the like may be used. <4> In the above embodiment, the overall shape of the connecting tool R is a substantially rectangular shape as shown in FIG. 2, but it is not limited to this shape. For example, as shown in FIG. 10, the outer edges of both the enlarged edge portions 4 may be formed in a parallel rectangular shape. That is, as long as the sandwiching surfaces 5A and 5A are not parallel to each other and the first dovetail groove portion M1 and the second dovetail groove portion M2 can be attracted, any shape may be used to manufacture the connector R. It may be formed in an arbitrary shape depending on the convenience of the case and the convenience of packaging when the connecting tool R is transported.

【0020】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。
It should be noted that reference numerals are added to the claims for convenience of comparison with the drawings, but the present invention is not limited to the configurations of the accompanying drawings by the entry.

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

【図1】本発明の連結具の外観を示す斜視図FIG. 1 is a perspective view showing the external appearance of a connector of the present invention.

【図2】本発明の連結具に係る突出部の詳細を示す断面
FIG. 2 is a cross-sectional view showing details of a protrusion according to the connector of the present invention.

【図3】本発明の連結具とセグメント本体との取合関係
を示す説明図
FIG. 3 is an explanatory view showing an associative relationship between the connector of the present invention and the segment body.

【図4】本発明の連結具を用いてセグメント本体を連結
する一過程を示す説明図
FIG. 4 is an explanatory view showing a process of connecting segment main bodies using the connecting tool of the present invention.

【図5】本発明の連結具を用いてセグメント本体を連結
する過程を示す説明図
FIG. 5 is an explanatory view showing a process of connecting segment main bodies using the connecting tool of the present invention.

【図6】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. 6 is an explanatory view showing an example of a connected state when there is a manufacturing error in the connected portion.

【図7】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. 7 is an explanatory view showing another example of the connected state when there is a manufacturing error in the connected portion.

【図8】別実施形態に係る突出部の詳細を示す断面図FIG. 8 is a cross-sectional view showing details of a protrusion according to another embodiment.

【図9】別実施形態に係る突出部の詳細を示す断面図FIG. 9 is a cross-sectional view showing details of a protrusion according to another embodiment.

【図10】別実施形態に係る連結具を用いた連結状態を
示す説明図
FIG. 10 is an explanatory view showing a connected state using a connecting tool according to another embodiment.

【符号の説明】[Explanation of symbols]

1 棒状部材 2 筒状部材 4 拡大縁部 5 挟持部 10 略円筒形状の部材 S1 第1セグメント本体 S2 第2セグメント本体 S 既設セグメント本体 M1 第1アリ溝部 M2 第2アリ溝部 T 突出部 1 bar-shaped member 2 tubular members 4 enlarged edge 5 clamping part 10 Substantially cylindrical member S1 First segment body S2 Second segment body S Existing segment body M1 1st dovetail groove M2 second dovetail groove T protrusion

───────────────────────────────────────────────────── フロントページの続き (72)発明者 今野 勉 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 (56)参考文献 特開 平6−299796(JP,A) 特開 平5−263594(JP,A) (58)調査した分野(Int.Cl.7,DB名) E21D 11/04 E21D 11/08 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tsutomu Konno 7-1-22 Minami-Enkajima, Taisho-ku, Osaka-shi, Osaka Kubota Co., Ltd. Inside the Onkajima plant (56) Reference JP-A-6-299796 (JP, A) JP-A-5-263594 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) E21D 11/04 E21D 11/08

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 トンネル周方向に隣接させて組付けられ
る第1セグメント本体(S1)と第2セグメント本体
(S2)との突合せ部の夫々に、当該両突合せ部を突合
わせた状態で対向するよう各別に設けてある第1アリ溝
部(M1)と第2アリ溝部(M2)との夫々に対し、ト
ンネル軸芯方向端部から各別に嵌入自在な拡大縁部
(4)を両側に備え、夫々の拡大縁部(4)を前記第1
アリ溝部(M1)と前記第2アリ溝部(M2)とに嵌入
するに伴って、前記両突合せ部を相対的に近接させる挟
持部(5)を、夫々の拡大縁部(4)に設けてあるトン
ネル用セグメント連結具であって、 嵌入方向後端に、トンネル軸芯方向に隣接する既設セグ
メント本体(S)に接当可能な突出部(T)を設け、前
記突出部(T)の先端部が、前記既設セグメント本体
(S)から一定以上の荷重を受けた場合に引退可能に構
成してあるトンネル用セグメント連結具。
1. A butt section of a first segment main body (S1) and a butt section of a second segment main body (S2) assembled adjacent to each other in the tunnel circumferential direction, facing each other with both butt sections abutting each other. As described above, with respect to each of the first dovetail groove portion (M1) and the second dovetail groove portion (M2) that are separately provided, each side is provided with an enlarged edge portion (4) that can be fitted separately from the tunnel axial direction end portion, Each enlarged edge (4) is defined by the first
Providing a sandwiching portion (5) at each enlarged edge portion (4) for making the abutting portions relatively close to each other as they are fitted into the dovetail groove portion (M1) and the second dovetail groove portion (M2). A certain segment connecting tool for tunnel, wherein a protrusion (T) capable of contacting an existing segment main body (S) adjacent in the tunnel axis direction is provided at a rear end in the fitting direction, and a tip of the protrusion (T) The segment connector for tunnel, wherein the part is configured to be able to retreat when a load of a certain amount or more is applied from the existing segment body (S).
【請求項2】 前記挟持部(5)は、双方の拡大縁部
(4)のうち拡大縁部(4)どうしが互いに対向する部
分に対し、夫々の拡大縁部(4)の延出方向に沿った連
続面に構成すると共に、 前記挟持部(5)どうしの間隔を、前記拡大縁部(4)
の嵌入方向奥側ほど広く構成してある請求項1に記載の
トンネル用セグメント連結具。
2. The sandwiching portion (5) extends in a direction in which the respective enlarged edges (4) extend with respect to portions of the enlarged edges (4) where the enlarged edges (4) face each other. And a distance between the sandwiching portions (5) is set to the enlarged edge portion (4).
The tunnel segment connector according to claim 1, wherein the tunnel segment connector is configured to be wider toward the inner side in the fitting direction.
【請求項3】 前記突出部(T)が、棒状部材(1)
と、当該棒状部材(1)の一部を嵌入保持した変形可能
な筒状部材(2)とからなる請求項1または請求項2に
記載のトンネル用セグメント連結具。
3. The rod-shaped member (1) is provided with the protrusion (T).
And a deformable tubular member (2) in which a part of the rod-shaped member (1) is fitted and held, and the segment connector for tunnel according to claim 1 or 2.
【請求項4】 前記突出部(T)が、中空の略円筒形状
を有する部材(10)である請求項1から請求項3に記
載のトンネル用セグメント連結具。
4. The tunnel segment connector according to claim 1, wherein the protrusion (T) is a hollow member (10) having a substantially cylindrical shape.
JP05877097A 1996-03-18 1997-03-13 Segment connection tool for tunnel Expired - Fee Related JP3363053B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP05877097A JP3363053B2 (en) 1996-03-18 1997-03-13 Segment connection tool for tunnel

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP8-60653 1996-03-18
JP6065396 1996-03-18
JP05877097A JP3363053B2 (en) 1996-03-18 1997-03-13 Segment connection tool for tunnel

Publications (2)

Publication Number Publication Date
JPH09310587A JPH09310587A (en) 1997-12-02
JP3363053B2 true JP3363053B2 (en) 2003-01-07

Family

ID=26399783

Family Applications (1)

Application Number Title Priority Date Filing Date
JP05877097A Expired - Fee Related JP3363053B2 (en) 1996-03-18 1997-03-13 Segment connection tool for tunnel

Country Status (1)

Country Link
JP (1) JP3363053B2 (en)

Also Published As

Publication number Publication date
JPH09310587A (en) 1997-12-02

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