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JPH10339098A - Segment - Google Patents

Segment

Info

Publication number
JPH10339098A
JPH10339098A JP9165110A JP16511097A JPH10339098A JP H10339098 A JPH10339098 A JP H10339098A JP 9165110 A JP9165110 A JP 9165110A JP 16511097 A JP16511097 A JP 16511097A JP H10339098 A JPH10339098 A JP H10339098A
Authority
JP
Japan
Prior art keywords
bolt
segments
segment
mutually
bolt hole
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
JP9165110A
Other languages
Japanese (ja)
Inventor
Taiji Morita
泰司 森田
Osamu Mochizuki
修 望月
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP9165110A priority Critical patent/JPH10339098A/en
Publication of JPH10339098A publication Critical patent/JPH10339098A/en
Pending legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To facilitate the insertion of a bolt into a bolt hole formed between joints by forming the bolt hole for connecting segments mutually and inserting the bolt into a tapered shape in which a diameter thereof is gradually enlarged toward the connection face side of the segments. SOLUTION: Faces of segments 1, 1 are brought in contact by opposing connection faces 11, 11 mutually. Bolt holes 12, 12 are provided at positions which correspond mutually on the connection faces 11, 11, and a bolt 2 is inserted therein to tighten the segments 1, 1 mutually and firmly. At this time, even if joint positions of the segments 1, 1 are deviated and irregularity occurs between the bolt holes 12 and 12, the bolt 2 can be inserted between the bolt holes 12 and 12 by passing it in the diagonal direction so far as it is a scope of taper of the bolt hole 12 because the bolt hole 12 is formed into a taper shape having a diameter enlarged part 122 on a connection face 11 side. Consequently, the bolt and a share plate can be inserted easily owing to a taper structure.

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、セグメントに関す
る。
[0001] The present invention relates to a segment.

【0002】[0002]

【従来の技術】大断面トンネルの構築方法として、構築
予定の大断面トンネルの外枠に沿って、複数のトンネル
群を構築し、これらのトンネル群を連通させて鉄筋を配
置し、コンクリートを打設することで巨大な外郭を構築
し、その内部地山を掘削して行う工法が知られている。
この際、外郭を構成するトンネル群を矩形セグメントに
より構成し、矩形セグメントの継手部を対向させ、継手
部に夫々形成されたボルト孔にボルトやシェアプレート
などを挿通・固定させて連結することが知られている。
このように外郭を構成するトンネル群を矩形のセグメン
トにより構成する場合、円形セグメントにより構成する
場合と比較して、セグメント同士の継手強度が不足する
ことが知られている。この場合、矩形セグメントの継手
部として極圧プレートを用いることにより、所定の強度
を確保することが知られている。
2. Description of the Related Art As a method of constructing a large-section tunnel, a plurality of tunnel groups are constructed along the outer frame of the large-section tunnel to be constructed, and these tunnel groups are connected to each other to arrange a reinforcing bar and to concrete. There is known a construction method in which a huge outer shell is constructed by digging and excavating the ground inside.
At this time, it is possible to configure the tunnel group constituting the outer shell by rectangular segments, make the joints of the rectangular segments face each other, and insert and fix bolts and shear plates and the like into bolt holes formed in the joints, and connect them. Are known.
It is known that when the tunnel group forming the outer shell is formed by rectangular segments, the joint strength between the segments is insufficient as compared with the case where the tunnel group is formed by circular segments. In this case, it is known that a predetermined strength is ensured by using an extreme pressure plate as the joint of the rectangular segment.

【0003】[0003]

【発明が解決しようとする課題】前述した従来のセグメ
ントには、以下のような問題があることが指摘されてい
る。即ち、セグメントの継手部分の強度を確保するた
め、極圧プレートを用いたため、セグメントの継手部分
を対向させて配置しても、隣接したセグメント間に配置
誤差による目違いが発生した場合、図3に示すようにセ
グメントa,aの極圧プレートb,bに開設したボルト
孔c,cが直線上よりずれてしまい、ボルトdやシェア
プレートの挿通が非常に困難となり、最悪の場合には挿
通が不可能となる。
It is pointed out that the above-mentioned conventional segments have the following problems. That is, since extreme pressure plates are used to secure the strength of the joint portions of the segments, even if the joint portions of the segments are arranged to face each other, if misalignment occurs due to an arrangement error between adjacent segments, FIG. As shown in the figure, the bolt holes c, c formed in the extreme pressure plates b, b of the segments a, a are displaced from the straight line, and it becomes very difficult to insert the bolt d or the shear plate. Becomes impossible.

【0004】本発明は以上の問題点を解決するためにな
されたもので、継手部分が補強されて極圧となったセグ
メント同士であっても、継手間に形成されたボルト孔へ
のボルトなどの挿通を容易に可能とすることを目的とす
る、セグメントを提供することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems. Even if segments of joints are reinforced and extreme pressure is applied, bolts or the like to bolt holes formed between joints are used. It is an object of the present invention to provide a segment for the purpose of facilitating the insertion of a segment.

【0005】[0005]

【課題を解決するための手段】本発明は、セグメント同
士を連結するためのボルトを挿通するボルト孔を、セグ
メント同士の連結面側に向かって次第に拡径するテーパ
状に形成したことを特徴とする、セグメントである。
The present invention is characterized in that a bolt hole through which a bolt for connecting segments is inserted is formed in a tapered shape whose diameter gradually increases toward the connecting surface side of the segments. To be a segment.

【0006】[0006]

【発明の実施の形態1】以下図面を参照しながら、本発
明のセグメントについて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a segment of the present invention will be described with reference to the drawings.

【0007】<イ>全体の構成 図1に示す本発明のセグメント1は、セグメント1,1
同士の連結面11側に形成した複数のボルト孔12にボ
ルト2を挿通・固定することにより連結する。なお、ボ
ルト2に代えてセグメント1,1間にシェアプレート
(図示せず)などを介して連結構造を構成することも考
えられる。
<A> Overall Configuration Segment 1 of the present invention shown in FIG.
The bolts 2 are connected to each other by inserting and fixing the bolts 2 into a plurality of bolt holes 12 formed on the side of the connecting surfaces 11. It is also conceivable to form a connection structure between the segments 1 and 1 via a shear plate (not shown) or the like instead of the bolt 2.

【0008】<ロ>セグメント セグメント1は、大断面トンネルの外郭を構築する部材
として用いるため、そのセグメント1,1同士の連結面
11側に極圧プレート13などを用いて所定の剛性を付
与する例えば矩形セグメントなどである。このセグメン
ト1の連結面11には、セグメント1,1同士をボルト
留めにより緊締させるためのボルト孔12が形成されて
いる。ボルト孔12は、セグメント1の内側を通常のボ
ルト孔の径を有する開口部121とし、連結面11側を
前記ボルト孔の径より拡径させた拡径部122とし、連
結面11に向けて次第に拡径するテーパ状とする。なお
ボルト孔12は、セグメント1の連結面11側の極圧プ
レート13に連結に必要な数が開設される。
<B> Segment Since the segment 1 is used as a member for constructing the outer contour of a large-section tunnel, a predetermined rigidity is imparted to the connecting surface 11 between the segments 1 and 1 by using an extreme pressure plate 13 or the like. For example, it is a rectangular segment. A bolt hole 12 is formed in the connection surface 11 of the segment 1 for tightening the segments 1 and 1 by bolting. The bolt hole 12 has an opening 121 having a diameter of a normal bolt hole on the inside of the segment 1, an enlarged portion 122 having a diameter larger than the diameter of the bolt hole on the connection surface 11 side, and facing the connection surface 11. The tapered shape gradually increases in diameter. The number of bolt holes 12 required for connection to the extreme pressure plate 13 on the connection surface 11 side of the segment 1 is established.

【0009】<ハ>セグメントの連結構造 図1に示すようにセグメント1,1同士の連結面11,
11を接面させることにより、ボルト孔12,12の拡
径部122,122同士の開口が接面する。これによ
り、セグメント1,1の連結面11,11の接面には、
接面部分にテーパ状の最大径である拡径部122,12
2が位置するボルト孔12,12が連通して位置する。
<C> Segment connection structure As shown in FIG. 1, the connection surfaces 11,
By contacting 11, the openings between the enlarged diameter portions 122 of the bolt holes 12, 12 are in contact with each other. Thereby, the contact surfaces of the connecting surfaces 11 and 11 of the segments 1 and 1
The enlarged diameter portions 122, 12 each having a tapered maximum diameter at the contact surface portion.
The bolt holes 12, 12 where 2 is located communicate with each other.

【0010】[0010]

【作用】以下、本発明のセグメントの連結方法について
説明する。
The operation of the present invention for connecting segments will now be described.

【0011】セグメント1,1は、連結面11,11同
士を対向させて接面させる。連結面11,11には、相
互に対応する位置にボルト孔12,12が開設されてあ
り、ここにボルト2を挿通させて、セグメント1,1同
士を緊締する。この際、セグメント1,1の継手位置が
ずれ、ボルト孔12,12間に目違いが発生した場合に
も、図2に示すようにボルト孔12は連結面11側に拡
径部122を有するテーパ状に形成してあるため、ボル
ト孔12のテーパの範囲であればボルト2を斜め方向に
通すことによりボルト孔12,12間を挿通させること
ができる。従って、ボルト孔12,12間に目違いが発
生してもボルト2の挿通に何等支承を及ぼすことはな
い。ボルト孔12にボルト2を挿通した後、ボルト2で
連結した連結面11,11をナット(図示せず)でもっ
て締結し、セグメント1,1同士を連結させることがで
きる。
The segments 1, 1 are brought into contact with the connecting surfaces 11, 11 facing each other. Bolt holes 12, 12 are formed in the connecting surfaces 11, 11 at positions corresponding to each other, and the bolts 2 are inserted therethrough to tighten the segments 1, 1. At this time, even when the joint positions of the segments 1 and 1 are displaced and misalignment occurs between the bolt holes 12 and 12, the bolt holes 12 have the enlarged diameter portion 122 on the connection surface 11 side as shown in FIG. Since it is formed in a tapered shape, the bolt 2 can be inserted between the bolt holes 12 by passing the bolt 2 in an oblique direction within the range of the taper of the bolt hole 12. Therefore, even if a misalignment occurs between the bolt holes 12, 12, there is no bearing on the insertion of the bolt 2. After the bolt 2 is inserted into the bolt hole 12, the connection surfaces 11, 11 connected by the bolt 2 are fastened with nuts (not shown), so that the segments 1, 1 can be connected.

【0012】[0012]

【発明の効果】本発明は以上説明したようになるから、
隣接したセグメント間に配置誤差による目違いが発生し
た場合でも、ボルト孔同士が拡径部分を対向させたテー
パ状となっているため、直線上よりずれてしまっていて
も、テーパ構造によりボルトやシェアプレートの挿通が
容易である。
Since the present invention has been described above,
Even if misalignment occurs due to placement errors between adjacent segments, the bolt holes are tapered with the enlarged diameter portions facing each other. Easy insertion of the shear plate.

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

【図1】 本発明のセグメントの拡大した連結部分の説
明図。
FIG. 1 is an explanatory view of an enlarged connecting portion of a segment according to the present invention.

【図2】 セグメントのボルト孔の説明図FIG. 2 is an explanatory view of a bolt hole of a segment.

【図3】 従来技術の有する課題の説明図FIG. 3 is an explanatory diagram of a problem of the related art.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 セグメント同士を連結するためのボル
トを挿通するボルト孔を、 セグメント同士の連結面側に向かって次第に拡径するテ
ーパ状に形成したことを特徴とする、 セグメント。
1. A segment, wherein a bolt hole through which a bolt for connecting the segments is inserted is formed in a tapered shape whose diameter gradually increases toward the connecting surface side of the segments.
JP9165110A 1997-06-06 1997-06-06 Segment Pending JPH10339098A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9165110A JPH10339098A (en) 1997-06-06 1997-06-06 Segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9165110A JPH10339098A (en) 1997-06-06 1997-06-06 Segment

Publications (1)

Publication Number Publication Date
JPH10339098A true JPH10339098A (en) 1998-12-22

Family

ID=15806102

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9165110A Pending JPH10339098A (en) 1997-06-06 1997-06-06 Segment

Country Status (1)

Country Link
JP (1) JPH10339098A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002180796A (en) * 2000-12-13 2002-06-26 Ishikawajima Constr Materials Co Ltd Tunnel structure
JP6374051B1 (en) * 2017-04-07 2018-08-15 前田建設工業株式会社 How to build a tunnel
JP6374050B1 (en) * 2017-04-07 2018-08-15 前田建設工業株式会社 Steel support construction connection structure, connection method, and erection method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002180796A (en) * 2000-12-13 2002-06-26 Ishikawajima Constr Materials Co Ltd Tunnel structure
JP6374051B1 (en) * 2017-04-07 2018-08-15 前田建設工業株式会社 How to build a tunnel
JP6374050B1 (en) * 2017-04-07 2018-08-15 前田建設工業株式会社 Steel support construction connection structure, connection method, and erection method
JP2018178451A (en) * 2017-04-07 2018-11-15 前田建設工業株式会社 Connection structure, connection method and erecting method of steel support
JP2018178455A (en) * 2017-04-07 2018-11-15 前田建設工業株式会社 Tunnel construction method

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