JP2000002091A - Junction structure of segment - Google Patents

Junction structure of segment

Info

Publication number
JP2000002091A
JP2000002091A JP10171169A JP17116998A JP2000002091A JP 2000002091 A JP2000002091 A JP 2000002091A JP 10171169 A JP10171169 A JP 10171169A JP 17116998 A JP17116998 A JP 17116998A JP 2000002091 A JP2000002091 A JP 2000002091A
Authority
JP
Japan
Prior art keywords
joining
segment
junction
groove
segments
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.)
Pending
Application number
JP10171169A
Other languages
Japanese (ja)
Inventor
Masayoshi Nakagawa
雅由 中川
Masatsugu Yamamoto
正嗣 山本
Yutaka Fujino
豊 藤野
Yasushi Sakuma
靖 佐久間
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.)
GEOSTER CORP
Kajima Corp
Original Assignee
GEOSTER CORP
Kajima 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 GEOSTER CORP, Kajima Corp filed Critical GEOSTER CORP
Priority to JP10171169A priority Critical patent/JP2000002091A/en
Publication of JP2000002091A publication Critical patent/JP2000002091A/en
Pending legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide the junction structure of a segment, in which tensile resistance force can be ensured surely while the internal surface of a segment can be smoothed and joining works are also conducted simply in a short time. SOLUTION: In the junction structure 1, grooves 3 for junction, in which groove cross sections are opened, are utilized in a joint surface 2a in the tunnel direction of one segment 2, projecting sections 4 for junction of the other segment 2 are moved in the tunnel direction, groove 3 for junction and the projecting sections 4 for junction are fitted, and both segments 2 to be joined are connected. Accordingly, since junction can be conducted without requiring works in the direction between the segments, the internal surfaces of the segments 2 can be smoothed while joining works can be conducted simply in a short time. Parts of the grooves 3 for junction are constituted of the recessed sections 5a of female type joint fittings 5 while the projecting sections 4 for junction are configured of male type joint fittings 6 having projecting sections 6a fitted only to the recessed section 5a sections of the female type joint fittings 5, and stretching resistance force at the time of the working of internal water pressure, etc., is ensured surely by increasing the strength of the recessed and projecting joining sections.

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】この発明は、シールドトンネ
ルの覆工用としてトンネル方向へ多数個接合するセグメ
ントリングにおいて、そのセグメントリングを構成して
いる各セグメントのセグメント間方向における接合構造
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure in the direction of inter-segment of each segment forming a segment ring in a segment ring for joining a plurality of pieces in a tunnel direction for lining a shield tunnel. .

【0002】[0002]

【従来の技術】従来、この種のセグメントの接合構造と
しては、セグメントリングを構成すべく隣合うセグメン
ト、即ち、接合すべき両セグメントの接合面に設けられ
ている両接合板を突き合わせると共に、その両接合板を
貫通した接合ボルトとこの接合ボルトに螺合するナット
とで両接合板を締付けることにより、接合すべき両セグ
メントを接合しているものが一般に知られている。
2. Description of the Related Art Conventionally, as a joining structure of this kind of segment, adjacent segments for forming a segment ring, that is, both joining plates provided on a joining surface of both segments to be joined are abutted with each other. It is generally known that both segments to be joined are joined by tightening the joining plates with a joining bolt penetrating the joining plates and a nut screwed to the joining bolt.

【0003】[0003]

【発明が解決しようとする課題】一般的に、シールド工
法によって構築されたトンネルに内水圧が作用すると、
覆工材であるセグメントは、軸圧縮力が減少したり、場
合によっては軸引張り力が発生する。そのため、セグメ
ントの接合部分は、強大な引張り抵抗力を有する必要が
ある。
Generally, when internal water pressure acts on a tunnel constructed by a shield method,
The segments that are the lining material have a reduced axial compression force or, in some cases, an axial tension force. Therefore, the joining portion of the segments needs to have a strong tensile resistance.

【0004】このことから、前述した従来の接合構造で
は、引張り抵抗力を向上させるために、接合ボルトの本
数を多くしたり、継ぎ手金具(接合板や接合ボルト)自
身を剛性の高いものにする必要があって、不経済なもの
になっていた。
For this reason, in the above-described conventional joint structure, in order to improve the tensile resistance, the number of joint bolts is increased or the joint fittings (joint plates and joint bolts) themselves are made to have high rigidity. It was necessary and uneconomical.

【0005】また、前述した従来の接合構造では、接合
ボルトとナットとによる締付け作業が必要なために、接
合作業全体を面倒で多くの時間を必要とするものにして
いた。さらに、この締付け作業を行うための締付け作業
用ボルトボックスを、セグメントの内面に必要としてい
ると共に、二次覆工を省略するトンネルにおいては、こ
の締付け作業用ボルトボックスの部分に、後作業として
の充填施工が必要となっている。
Further, in the above-mentioned conventional joining structure, since a fastening operation with a joining bolt and a nut is required, the entire joining operation is troublesome and requires a lot of time. Further, a bolt box for tightening work for performing the tightening work is required on the inner surface of the segment, and in a tunnel where the secondary lining is omitted, a portion of the bolt box for tightening work is provided as a post-work. Filling work is required.

【0006】この発明は前述した事情に鑑みて創案され
たもので、その目的は内水圧等の作用時における引張り
抵抗力を確実に確保することができると共に、締付け作
業用ボルトボックスを無くして内面を平滑にすることが
でき、しかも、接合作業を簡単に短時間で行うことので
きるセグメントの接合構造を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned circumstances, and has as its object to ensure the pulling resistance during the operation of internal water pressure and the like, and eliminate the need for a bolt box for tightening work. It is an object of the present invention to provide a joining structure of segments that can make the joining smooth and can perform joining work easily and in a short time.

【0007】[0007]

【課題を解決するための手段】この発明の接合構造は、
接合すべき一方のセグメントにおけるセグメント間方向
の接合面に、トンネル方向へ延びた状態であると共に、
そのトンネル方向の接合面に溝断面が開口した状態で形
成している接合用溝と、この接合用溝内へトンネル方向
の開口部から挿入して嵌合できるように、接合すべき他
方のセグメントにおけるセグメント間方向の接合面に設
けている接合用凸部とを備えているものとする。また、
前記接合用溝の一部を、雌型継ぎ手金具の凹部で構成す
ると共に、接合用凸部を、雌型継ぎ手金具における凹部
の部分にのみ嵌合する凸部を有する雄型継ぎ手金具で構
成する。そして、雌型継ぎ手金具の凹部と雄型継ぎ手金
具の凸部との嵌合時に、接合すべき両セグメントにおけ
る前記セグメント間方向の接合面全面が当面するように
する。
Means for Solving the Problems The joining structure of the present invention comprises:
At the joint surface in the direction between the segments of one of the segments to be joined, while extending in the tunnel direction,
A joining groove formed with a groove cross section opened in the joining surface in the tunnel direction, and the other segment to be joined so that the joining groove can be inserted into the joining groove from the opening in the tunnel direction and fitted. And a joining projection provided on the joining surface in the inter-segment direction. Also,
A part of the joining groove is constituted by a concave portion of the female joint fitting, and the joining convex portion is constituted by a male joint fitting having a convex portion that fits only into the concave portion of the female joint fitting. . Then, when the concave portion of the female joint fitting and the convex portion of the male joint fitting are fitted, the entire joint surface in the direction between the segments in both segments to be joined is brought into contact.

【0008】このようなこの発明の接合構造によれば、
トンネル方向の接合面に溝断面が開口している接合用溝
を利用することにより、接合用凸部をトンネル方向へ移
動させるだけで、接合用溝と接合用凸部とを嵌合させる
ことができるようにしている。即ち、接合ボルト等を用
いることなくセグメント間方向の作業を必要とせずに、
接合すべき両セグメントを接合することができるように
している。そして、このことから、この発明の接合構造
では、締付け作業用ボルトボックスを無くしてセグメン
トの内面を平滑にすることができるようにしていると共
に、接合作業を簡単に短時間で行うことのできるように
している。
According to such a joint structure of the present invention,
By using the joining groove whose groove cross section is open on the joining surface in the tunnel direction, it is possible to fit the joining groove and the joining protrusion simply by moving the joining protrusion in the tunnel direction. I can do it. In other words, without the need for work in the direction between segments without using joining bolts and the like,
The two segments to be joined can be joined. From this, in the joining structure of the present invention, the inner surface of the segment can be made smooth without the bolt box for fastening work, and the joining work can be performed easily and in a short time. I have to.

【0009】また、接合用溝の一部を雌型継ぎ手金具の
凹部で構成していると共に、接合用凸部を、雌型継ぎ手
金具における凹部の部分にのみ嵌合する凸部を有する雄
型継ぎ手金具で構成していることにより、凹凸接合部の
強度を向上させて内水圧等の作用時における引張り抵抗
力を確実に確保することがてきるようにしている。
[0009] A part of the joint groove is formed by a concave portion of the female joint fitting, and the joint convex portion is a male mold having a convex portion that fits only into the concave portion of the female joint fitting. With the joint fitting, the strength of the uneven joint portion is improved, and the pulling resistance during the action of the internal water pressure or the like can be reliably ensured.

【0010】[0010]

【発明の実施の形態】以下、この発明のセグメントの接
合構造を、図示する一実施形態によって説明する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a joint structure of a segment according to the present invention.

【0011】シールドトンネルの覆工用としてトンネル
方向へ多数個接合するセグメントリング(図示せず)に
おいて、そのセグメント間方向における各セグメント2
の接合構造1(図1およひ図2参照)は、接合すべき一
方のセグメント2におけるセグメント間方向の接合面2a
に、トンネル方向へ延びた状態であると共に、そのトン
ネル方向の接合面2bに溝断面が開口した状態で形成して
いる接合用溝3と、この接合用溝3内へトンネル方向の
開口部3aから挿入して嵌合できるように、接合すべき他
方のセグメント2におけるセグメント間方向の接合面2a
に設けている接合用凸部4とを備えている。また、接合
すべき一方のセグメント2におけるセグメント間方向の
接合面2aには、接合用溝3の一部となる凹部5aを有する
雌型継ぎ手金具5を埋設していると共に、接合用凸部4
は、雌型継ぎ手金具5における凹部5aの部分にのみ嵌合
する凸部6aを有する雄型継ぎ手金具6で構成している。
In a segment ring (not shown) for joining a plurality of pieces in a tunnel direction for lining a shield tunnel, each segment 2 in the direction between the segments is used.
The joining structure 1 (see FIGS. 1 and 2) has a joining surface 2a in the inter-segment direction in one segment 2 to be joined.
A joining groove 3 extending in the tunnel direction and having a groove cross-section opened in a joining surface 2b in the tunnel direction, and an opening 3a extending in the tunnel direction into the joining groove 3. Surface 2a of the other segment 2 to be joined in the inter-segment direction so that it can be inserted and fitted.
And the joining protrusions 4 provided on the front side. A female joint fitting 5 having a concave portion 5a which becomes a part of the joining groove 3 is embedded in a joining surface 2a in the inter-segment direction of one segment 2 to be joined.
Is composed of a male fitting 6 having a convex portion 6a that fits only into the concave portion 5a of the female fitting 5.

【0012】この実施形態での接合用溝3は、図6に示
すように、接合面2aの高さ方向へ所定間隔を設けて二列
平行に形成されていると共に、その溝断面形状は接合面
2aに開口している小幅の開口部3bと奥の大幅の溝本体部
3cとから成っている。そして、この二本の各接合用溝3
には、長手方向に所定間隔で、二個の雌型継ぎ手金具5
が設けられている。なお、この接合用溝3としては、接
合面2aの高さ方向へ所定間隔を設けて二列平行に形成し
た形態の他に、図7に示すように、接合面2aの高さ方向
の略中央部に一本(一列)だけ形成した形態でもよい。
As shown in FIG. 6, the joining grooves 3 in this embodiment are formed in two rows in parallel with a predetermined interval in the height direction of the joining surface 2a, and the sectional shape of the joining grooves is surface
A small opening 3b opening at 2a and a large groove body at the back
Consists of 3c. And these two joining grooves 3
The two female joint fittings 5 are provided at predetermined intervals in the longitudinal direction.
Is provided. The joining groove 3 may be formed in two rows in parallel with a predetermined interval in the height direction of the joining surface 2a. As shown in FIG. 7, the joining groove 3 may be substantially parallel to the height direction of the joining surface 2a. A form in which only one (one line) is formed at the center may be used.

【0013】この実施形態での雌型継ぎ手金具5は、図
3に示すように、接合用溝3の溝断面と同形上の凹部5a
を有していると共に、この凹部5aに連通している充填孔
5bを有している断面略C字形状(図3の(a) 参照)の本
体5cと、この本体5cをセグメント2に固定しているアン
カー部5dとから成っている。ここでの本体5cは、図3の
(b) に示すように、接合用溝3の延びる方向へ所定距離
延びており、その長手方向に所定間隔でアンカー部5dが
二本設けられている。そして、この雌型継ぎ手金具5
は、図6に示すように、一方のセグメント2におけるセ
グメント間方向の接合面2aにおいて、各接合用溝3に二
個ずつ計四個の設けられている。
As shown in FIG. 3, the female joint fitting 5 in this embodiment has a recess 5a having the same shape as the cross section of the joining groove 3. As shown in FIG.
And a filling hole communicating with the concave portion 5a.
It comprises a main body 5c having a substantially C-shaped cross section (see FIG. 3A) having 5b, and an anchor portion 5d fixing the main body 5c to the segment 2. The main body 5c here is shown in FIG.
As shown in (b), it extends a predetermined distance in the direction in which the joining groove 3 extends, and two anchor portions 5d are provided at predetermined intervals in the longitudinal direction. And this female joint fitting 5
As shown in FIG. 6, two joint grooves 3 are provided in each joint groove 3 on the joint surface 2a in the inter-segment direction in one segment 2.

【0014】この実施形態での接合用凸部4、即ち、雄
型継ぎ手金具6は、図4に示すように、接合用溝3の溝
本体部3cに嵌合する幅広の本体部6bおよび接合用溝3の
開口部3bに嵌合する小幅の連結部6cからなる凸部6aと、
この凸部6aの連結部6bを介して本体部6b(凸部6a)をセ
グメント2に固定しているアンカー部6dとからなってい
る。ここでの凸部6aは、図4の(b) に示すように、接合
用溝3の延びる方向へ所定距離延びており、その長手方
向に所定間隔でアンカー部6dが二本設けられている。そ
して、この雄型継ぎ手金具6は、図5に示すように、他
方のセグメント2におけるセグメント間方向の接合面2a
において、雌型継ぎ手金具5と対応する位置に四個設け
られている。
As shown in FIG. 4, the joining projection 4 in this embodiment, that is, the male joint fitting 6 has a wide main body 6b fitted into the groove main body 3c of the joining groove 3 and a joining main body 6b. A convex portion 6a comprising a small-width connecting portion 6c fitted into the opening 3b of the groove 3;
The main body 6b (the convex portion 6a) is fixed to the segment 2 via the connecting portion 6b of the convex portion 6a. As shown in FIG. 4B, the projections 6a extend a predetermined distance in the direction in which the joining groove 3 extends, and two anchor portions 6d are provided at predetermined intervals in the longitudinal direction. . As shown in FIG. 5, the male joint fitting 6 has a joint surface 2a in the inter-segment direction of the other segment 2.
, Four are provided at positions corresponding to the female joint fittings 5.

【0015】このような構成からなる接合構造1を用い
て、セグメントリングを形成すべく各セグメントを接合
するには、次に述べるようにして行う。
The joining of the segments so as to form the segment ring by using the joining structure 1 having such a configuration is performed as follows.

【0016】先ず、他方のセグメント2の接合面2aに設
けた接合用凸部4、即ち、雄型継ぎ手金具6の凸部6a
を、一方のセグメント2におけるセグメント間方向の接
合面2aに形成した接合用溝3に、図2に示すように、ト
ンネル方向の接合面2bに開口した開口部3aから挿入させ
る。この時の接合用溝3は、雄型継ぎ手金具6における
凸部6aのガイドとなる。そして、この時点における雄型
継ぎ手金具6の役割としては、セグメントが2落ちない
ようにすることや組立て作業のガイドを期待している。
First, the joining projection 4 provided on the joining surface 2a of the other segment 2, that is, the projection 6a of the male fitting 6 is provided.
Is inserted into the joining groove 3 formed in the joining surface 2a of the segment 2 in the inter-segment direction from the opening 3a opened in the joining surface 2b in the tunnel direction as shown in FIG. The joining groove 3 at this time serves as a guide for the convex portion 6a of the male fitting 6. As the role of the male fitting 6 at this time, it is expected that the segments will not fall down by 2 and a guide for the assembling work is expected.

【0017】次に、一方のセグメント2の接合用溝3に
挿入した雄型継ぎ手金具6の凸部6aを接合用溝3に沿っ
て移動させて、即ち、他方のセグメント2を移動させ
て、接合すべき両セグメント2の接合面2bを同一面とす
る。この時に、接合用凸部4である雄型継ぎ手金具6の
凸部6aが、雌型継ぎ手金具5の凹部5aにのみ嵌合するこ
ととなる。なお、雌型継ぎ手金具5の凹部5aと、この凹
部5aに挿入される雄型継ぎ手金具6の凸部6aとは、施工
時の組立てや製作誤差を考慮して嵌合クリアランス部7
が形成されるように成っている。
Next, the convex portion 6a of the male fitting 6 inserted into the joining groove 3 of one segment 2 is moved along the joining groove 3, that is, the other segment 2 is moved. The joining surfaces 2b of both segments 2 to be joined are the same. At this time, the projection 6a of the male fitting 6 as the joining projection 4 fits only into the recess 5a of the female fitting 5. The concave portion 5a of the female fitting 5 and the convex portion 6a of the male fitting 6 inserted into the concave portion 5a are provided with a fitting clearance portion 7 in consideration of assembly and manufacturing errors during construction.
Is formed.

【0018】このように、接合用凸部4である雄型継ぎ
手金具6の凸部6aを、雌型継ぎ手金具5の凹部5aへのみ
嵌合させることで、接合すべき両セグメント2のセグメ
ント間方向における接合が完了する。そして、この接合
作業を繰り返えすことにより、各セグメント2でセグメ
ントリング(図示せず)が構築される。なお、このセグ
メントリングを多数接合してトンネル(図示せず)を構
築する時において、各セグメントリングの接合、即ち、
各セグメント2のトンネル方向間の接合は、図5および
図6に示すように、ピン8を用いたピン方式接合とす
る。
As described above, the convex portion 6a of the male joint fitting 6, which is the joining convex portion 4, is fitted only into the concave portion 5a of the female joint fitting 5, so that the segment between the two segments 2 to be joined can be formed. Joining in the direction is completed. Then, by repeating this joining operation, a segment ring (not shown) is constructed in each segment 2. When a tunnel (not shown) is constructed by joining a large number of these segment rings, the joining of each segment ring, that is,
The joining in the tunnel direction of each segment 2 is a pin-type joining using pins 8 as shown in FIGS.

【0019】このようにして、各セグメント2でトンネ
ルを構築したら、トンネルに作用する内水圧に対処すべ
く、前述した嵌合クリアランス部7に、モルタルや樹脂
といった流動性に富んだ無収縮性の充填材(図示せず)
を充填する。この充填は、施工中の各セグメント2を組
立てた後、ジャッキ推力や土水圧が作用してトンネル全
体に荷重がかかり、地山が落ち付いた時点(組立て地点
より後方の地点)において、前述した嵌合クリアランス
部7に対して行われる。そして、内水圧が作用した時
に、雌型継ぎ手金具5の凹部5aと雄型継ぎ手金具6の凸
部6aとの嵌合部に発生する引張抵抗力を確実なものにす
る。なお、この充填料を嵌合クリアランス部7へ注入す
るにあたっては、図1に示すように、セグメント2に雌
型継ぎ手金具5の充填孔5bと連通する充填材注入孔(エ
ア抜き孔)9を設けて、確実な充填を確認する。
When a tunnel is constructed with each segment 2 in this way, in order to cope with internal water pressure acting on the tunnel, the above-mentioned fitting clearance portion 7 is provided with a non-shrinkable material such as mortar or resin which is rich in fluidity. Filling material (not shown)
Fill. After filling each segment 2 under construction, the filling is applied to the entire tunnel by jack thrust and soil water pressure, and the above-mentioned filling is performed at the time when the ground is settled (a point behind the assembling point). This is performed for the fitting clearance portion 7. Then, when the internal water pressure is applied, the tensile resistance generated at the fitting portion between the concave portion 5a of the female fitting 5 and the convex portion 6a of the male fitting 6 is ensured. When this filler is injected into the fitting clearance portion 7, as shown in FIG. 1, a filler injection hole (air vent hole) 9 communicating with the filling hole 5b of the female joint fitting 5 is provided in the segment 2. To ensure reliable filling.

【0020】このように、この発明におけるセグメント
2の接合構造1によれば、一方のセグメント2における
トンネル方向の接合面2aに溝断面が開口している接合用
溝3を利用して、他方のセグメント2における接合用凸
部4をトンネル方向へ移動させるだけで、接合用溝3と
接合用凸部4とを嵌合させることができる。即ち、接合
ボルトを用いる等のセグメント間方向の作業を必要とせ
ずに、接合すべき両セグメント2を接合することができ
る。そのため、締付け作業用ボルトボックスを無くして
セグメント2の内面を平滑にできると共に、接合作業を
簡単に短時間で行える。
As described above, according to the joining structure 1 of the segments 2 according to the present invention, the joining groove 3 having a groove cross section opened at the joining surface 2a in the tunnel direction of one segment 2 is used. The joint groove 3 and the joint convex portion 4 can be fitted only by moving the joint convex portion 4 in the segment 2 in the tunnel direction. That is, the two segments 2 to be joined can be joined without the need for an operation between segments such as using joining bolts. Therefore, the inner surface of the segment 2 can be made smooth without the bolt box for tightening work, and the joining work can be performed easily and in a short time.

【0021】また、接合用溝3の一部を雌型継ぎ手金具
5の凹部5aで構成していると共に、接合用凸部4を、雌
型継ぎ手金具5における凹部5aの部分にのみ嵌合する凸
部6aを有する雄型継ぎ手金具6で構成したことにより、
凹凸接合部の強度を向上させることができて、内水圧等
の作用時における引張り抵抗力を確実に確保することが
できる。
Further, a part of the joint groove 3 is constituted by the concave portion 5a of the female joint fitting 5, and the joint convex portion 4 is fitted only into the concave portion 5a of the female joint fitting 5. With the male fitting 6 having the convex portion 6a,
It is possible to improve the strength of the uneven joint portion, and it is possible to surely secure the tensile resistance during the operation such as the internal water pressure.

【0022】[0022]

【発明の効果】この発明におけるセグメントの接合構造
によれば、一方のセグメントにおけるトンネル方向の接
合面に溝断面が開口している接合用溝を利用して、他方
のセグメントにおける接合用凸部をトンネル方向へ移動
させるだけで、接合用溝と接合用凸部とを嵌合させるこ
とができる。即ち、接合ボルトを用いる等のセグメント
間方向の作業を必要とせずに、接合すべき両セグメント
を接合することができる。そのため、締付け作業用ボル
トボックスを無くしてセグメントの内面を平滑にできる
と共に、接合作業を簡単に短時間で行える。
According to the joining structure of the segments according to the present invention, the joining convex portion of the other segment is formed by utilizing the joining groove having the groove cross section opened at the joining surface in the tunnel direction of one segment. Just by moving in the tunnel direction, the joining groove and the joining protrusion can be fitted. That is, both segments to be joined can be joined without the need for work in the direction between segments such as using joining bolts. Therefore, the inner surface of the segment can be made smooth without the bolt box for fastening work, and the joining work can be performed easily and in a short time.

【0023】また、接合用溝の一部を雌型継ぎ手金具の
凹部で構成していると共に、接合用凸部を、雌型継ぎ手
金具における凹部の部分にのみ嵌合する凸部を有する雄
型継ぎ手金具で構成したことにより、凹凸接合部の強度
を向上させることができて、内水圧等の作用時における
引張り抵抗力を確実に確保することができる。
[0023] Further, a part of the joint groove is constituted by a concave portion of the female joint fitting, and the joint convex portion is a male mold having a convex portion which fits only into the concave portion of the female joint fitting. With the joint fitting, the strength of the uneven joint portion can be improved, and the pulling resistance during the operation such as the internal water pressure can be reliably ensured.

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

【図1】この発明のセグメントの接合構造を示す概略断
面図である。
FIG. 1 is a schematic sectional view showing a joint structure of segments according to the present invention.

【図2】この発明の接合構造におけるセグメントのトン
ネル方向接合面を示す概略図である。
FIG. 2 is a schematic view showing a junction surface in a tunnel direction of a segment in the bonding structure of the present invention.

【図3】(a) はこの発明の接合構造で使用する雌型継ぎ
手金具を示す概略図で、(b) は(a) のA−A線矢視図で
ある。
FIG. 3A is a schematic view showing a female joint fitting used in the joint structure of the present invention, and FIG. 3B is a view taken along line AA of FIG. 3A.

【図4】(a) はこの発明の接合構造で使用する雄型継ぎ
手金具を示す概略図で、(b) は(a) のB−B線矢視図で
ある。
FIG. 4 (a) is a schematic view showing a male fitting used in the joint structure of the present invention, and FIG. 4 (b) is a view taken along line BB of FIG. 4 (a).

【図5】この発明の接合構造における一方のセグメント
を示す概略斜視図である。
FIG. 5 is a schematic perspective view showing one segment in the joint structure of the present invention.

【図6】この発明の接合構造における他方のセグメント
を示す概略斜視図である。
FIG. 6 is a schematic perspective view showing the other segment in the joint structure of the present invention.

【図7】この発明の接合構造の別形態を示す概略断面図
である。
FIG. 7 is a schematic sectional view showing another embodiment of the joining structure of the present invention.

【符号の説明】[Explanation of symbols]

1…接合構造、2…セグメント、2a…接合面、2b…接合
面、3…接合用溝、3a…開口部、3b…開口部、3c…溝本
体部、4…接合用凸部、5…雌型継ぎ手金具、5a…凹
部、5b…充填孔、5c…本体、5d…アンカー部、6…雄型
継ぎ手金具、6a…凸部、6b…本体部、6c…連結部、6d…
アンカー部、7…嵌合クリアランス部、8…ピン、9…
充填材注入孔(エア抜き孔)。
DESCRIPTION OF SYMBOLS 1 ... Joining structure, 2 ... Segment, 2a ... Joining surface, 2b ... Joining surface, 3 ... Joining groove, 3a ... Opening, 3b ... Opening, 3c ... Groove main part, 4 ... Joining convex part, 5 ... Female fitting, 5a recess, 5b filling hole, 5c body, 5d anchor, 6 male fitting, 6a convex, 6b body, 6c connecting part, 6d
Anchor part, 7 ... fitting clearance part, 8 ... pin, 9 ...
Filler injection hole (air vent hole).

フロントページの続き (72)発明者 山本 正嗣 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (72)発明者 藤野 豊 東京都港区芝4丁目2番3号 ジオスター 株式会社内 (72)発明者 佐久間 靖 東京都港区芝4丁目2番3号 ジオスター 株式会社内 Fターム(参考) 2D055 BA01 BB01 GC04 Continuing on the front page (72) Inventor Masashi Yamamoto 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Yutaka Fujino 4-2-2 Shiba, Minato-ku, Tokyo Geostar Co., Ltd. (72) Inventor Yasushi Sakuma 4- 2-3 Shiba, Minato-ku, Tokyo Geostar Co., Ltd. F-term (reference) 2D055 BA01 BB01 GC04

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 シールドトンネルの覆工用としてトンネ
ル方向へ多数個接合するセグメントリングにおいて、そ
のセグメント間方向における各セグメントの接合構造で
あり、 前記接合すべき一方のセグメントにおける前記セグメン
ト間方向の接合面に、前記トンネル方向へ延びた状態で
あると共に、そのトンネル方向の接合面に溝断面が開口
した状態で形成している接合用溝と、この接合用溝内へ
トンネル方向の開口部から挿入して嵌合できるように、
前記接合すべき他方のセグメントにおける前記セグメン
ト間方向の接合面に突設している接合用凸部とを備えて
なり、 前記接合すべき一方のセグメントにおける前記セグメン
ト間方向の接合面には、前記接合用溝の一部となる凹部
を有する雌型継ぎ手金具を埋設していると共に、前記接
合用凸部は、前記雌型継ぎ手金具における凹部の部分に
のみ嵌合する凸部を有する雄型継ぎ手金具で構成してい
ることを特徴とするセグメントの接合構造。
1. A segment ring for joining a plurality of segments in the direction of a tunnel for lining a shield tunnel, the joining structure of each segment in the direction between the segments, and joining in the direction of the segment in one segment to be joined. A groove extending in the tunnel direction and having a groove cross-section opened in a junction surface in the tunnel direction, and inserted into the junction groove from an opening in the tunnel direction. To fit
A joining projection projecting from the inter-segment joining surface of the other segment to be joined, and the inter-segment joining surface of the one segment to be joined includes A male joint fitting having a female fitting having a concave portion that becomes a part of the joining groove is embedded, and wherein the joining convex portion has a convex portion that fits only into the concave portion of the female fitting metal. A segment joining structure characterized by being constituted by metal fittings.
JP10171169A 1998-06-18 1998-06-18 Junction structure of segment Pending JP2000002091A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10171169A JP2000002091A (en) 1998-06-18 1998-06-18 Junction structure of segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10171169A JP2000002091A (en) 1998-06-18 1998-06-18 Junction structure of segment

Publications (1)

Publication Number Publication Date
JP2000002091A true JP2000002091A (en) 2000-01-07

Family

ID=15918286

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10171169A Pending JP2000002091A (en) 1998-06-18 1998-06-18 Junction structure of segment

Country Status (1)

Country Link
JP (1) JP2000002091A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001323797A (en) * 2000-05-12 2001-11-22 Yoshiji Matsumoto Tunnel lining reinforcing structure using segment with non-uniform section, and method for constructing the same
JP2010222811A (en) * 2009-03-23 2010-10-07 Ishikawajima Constr Materials Co Ltd Segment joint structure and form for manufacturing the segment
CN110748010A (en) * 2019-10-29 2020-02-04 武汉市市政建设集团有限公司 Rigid assembling mortise-tenon joint and assembling type construction component
JP2021152314A (en) * 2020-03-25 2021-09-30 メトロ開発株式会社 Segment joint and segment

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001323797A (en) * 2000-05-12 2001-11-22 Yoshiji Matsumoto Tunnel lining reinforcing structure using segment with non-uniform section, and method for constructing the same
JP4530475B2 (en) * 2000-05-12 2010-08-25 鹿島建設株式会社 Reinforcement structure of tunnel lining using variable section segments.
JP2010222811A (en) * 2009-03-23 2010-10-07 Ishikawajima Constr Materials Co Ltd Segment joint structure and form for manufacturing the segment
CN110748010A (en) * 2019-10-29 2020-02-04 武汉市市政建设集团有限公司 Rigid assembling mortise-tenon joint and assembling type construction component
JP2021152314A (en) * 2020-03-25 2021-09-30 メトロ開発株式会社 Segment joint and segment
JP7326199B2 (en) 2020-03-25 2023-08-15 メトロ開発株式会社 Segment joints and segments

Similar Documents

Publication Publication Date Title
JP6460970B2 (en) Segment joint and manufacturing method thereof
JP2000002091A (en) Junction structure of segment
JP5465050B2 (en) Segment joint structure and tunnel segment
JP4083758B2 (en) segment
JP7339186B2 (en) Hexagonal segment
JP3929590B2 (en) Segment joint structure
CN110541717A (en) Annular push-insert type connecting and fastening assembly for shield tunnel segment and application thereof
CN212774312U (en) Circumferential quick joint for mounting shield tunnel segment
JP2601086B2 (en) segment
JPH08199990A (en) Precast member and joint structure thereof
JP2945891B2 (en) Segment joint structure
JPH0523680Y2 (en)
JP2000230394A (en) Joint structure for concrete segment
JP2562832Y2 (en) Segment joint structure
JP4066279B2 (en) Steel segment connection structure reinforcement structure
JP4701859B2 (en) RC segment for lining body formation
JP3573594B2 (en) Connection device for secondary structure
JPH11294086A (en) Connecting method of segment and joint structure
JP2021092036A (en) Hexagonal segment and hexagonal segment junction structure
JPH11236797A (en) Segment and joining method of segment
JP4020173B2 (en) Shield segment
JP2022126991A (en) Connection structure of segment
JP2000204890A (en) Segment connecting structure
JP3841896B2 (en) Shield segment joint structure
JP2003176695A (en) Segment for tunnel and structure for joining segments

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050408

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20070402

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070821

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20071019

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20071218

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20080415