JP2003293697A - Tunnel lining segments and assembly method thereof - Google Patents

Tunnel lining segments and assembly method thereof

Info

Publication number
JP2003293697A
JP2003293697A JP2002102889A JP2002102889A JP2003293697A JP 2003293697 A JP2003293697 A JP 2003293697A JP 2002102889 A JP2002102889 A JP 2002102889A JP 2002102889 A JP2002102889 A JP 2002102889A JP 2003293697 A JP2003293697 A JP 2003293697A
Authority
JP
Japan
Prior art keywords
segment
steel material
ring
tunnel
segment ring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2002102889A
Other languages
Japanese (ja)
Other versions
JP3798332B2 (en
Inventor
Yasuhiro Fujimoto
安宏 藤元
Katsuhiko Kanamori
勝彦 金守
Koji Ishii
浩司 石井
Munetaka Ozeki
宗孝 大関
Hirohide Hashimoto
博英 橋本
Masanori Wakabayashi
正憲 若林
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.)
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
PS Mitsubishi Construction Co Ltd
Original Assignee
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
PS Mitsubishi Construction Co Ltd
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 Ishikawajima Kenzai Kogyo Co Ltd, Ishikawajima Construction Materials Co Ltd, PS Mitsubishi Construction Co Ltd filed Critical Ishikawajima Kenzai Kogyo Co Ltd
Priority to JP2002102889A priority Critical patent/JP3798332B2/en
Publication of JP2003293697A publication Critical patent/JP2003293697A/en
Application granted granted Critical
Publication of JP3798332B2 publication Critical patent/JP3798332B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Lining And Supports For Tunnels (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To safely and stably assemble tunnel lining segments formed by disposing post tension system PC steel materials with connection devices at both ends in X-configuration. <P>SOLUTION: Newly installed segment pieces 100 are pressed against an existing segment ring 110 one by one from a heading side by shield jacks, PC steel materials disposed in X-configuration incorporated in the segment pieces 100 are connected to the PC steel bars 2a of the existing segment ring 110 and temporarily tensed and fixed. After the newly installed segment ring is assembled, the PC steel bars are normally tensed with a torque wrench for fixing. Thus the introduction of stresses into the propelling direction and circumferential direction of a tunnel and the fixing of the segment ring can be achieved simultaneously. <P>COPYRIGHT: (C)2004,JPO

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、トンネル覆工用セ
グメント及びその組立方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tunnel lining segment and a method for assembling the segment.

【0002】[0002]

【従来の技術】従来、プレストレスを導入するトンネル
覆工用セグメントは、セグメントリングを形成し、円周
方向ストランドを一円周に亘って挿通し、この円周方向
ストランドに緊張力を加えて、一体リングを形成し、こ
れを切羽側からジャッキ等で既設セグメントリングに押
圧して位置を保ち、複数列の一体リングをトンネル推進
方向に連結して形成されていた。
2. Description of the Related Art Conventionally, a tunnel lining segment which introduces prestress forms a segment ring, and a circumferential strand is inserted over one circumference, and a tension force is applied to the circumferential strand. The integral ring was formed by pressing it against the existing segment ring from the face of the face with a jack or the like to maintain its position, and connecting multiple rows of the integral ring in the tunnel propulsion direction.

【0003】以上のトンネルセグメント形成に際し、 (1)セグメントを切羽側からシールドジャッキ等にて
既設セグメントリングに押圧しながら組立てるが、周方
向ストランドを挿入してはじめてセグメントリングが安
定するので、それまで、不安定要素があり、危険な作業
であった。 (2)また、推進方向は複数列のセグメントリングを緊
張材を挿通して緊張するが、その作業が容易でなかっ
た。 (3)セグメントリングの周方向緊張を円周上の1個所
で行うので、周方向ストランドの挿入に手間を要し、定
着部のセグメントに設ける切欠が大きく、また緊張には
強力な重装備のジャッキを装着する必要があり、作業性
が劣っていた。
At the time of forming the above-mentioned tunnel segment, (1) the segment is assembled while pressing it against the existing segment ring from the face of the face with a shield jack or the like, but the segment ring becomes stable only after the circumferential strand is inserted. However, there were unstable factors and it was a dangerous work. (2) Further, the propulsion direction is tense by inserting the tension members through the plurality of rows of segment rings, but the work is not easy. (3) Since the circumferential tension of the segment ring is performed at one location on the circumference, it takes time and effort to insert the circumferential strand, the notch provided in the segment of the fixing part is large, and strong heavy equipment is used for tension. It was necessary to attach a jack, and workability was poor.

【0004】[0004]

【発明が解決しようとする課題】本発明は、トンネル推
進方向に対してX字状にPC鋼材を配設したセグメント
の力学的に優れた特性を生かし、かつ、複数束のPC鋼
材を用いることなく上述の安定性の問題を解決したトン
ネル覆工用セグメントを開発し、セグメントリングの組
立作業を安全に安定的に容易に行うことができるように
改善した技術を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention makes use of the mechanically excellent characteristics of a segment in which PC steel material is arranged in an X shape in the tunnel propelling direction, and uses a plurality of bundles of PC steel material. It is an object of the present invention to develop a segment for tunnel lining that solves the above-mentioned stability problem, and to provide an improved technique for safely and stably assembling the segment ring.

【0005】[0005]

【課題を解決するための手段】本発明は、上記問題を解
決するためになされたもので、その技術手段は、セグメ
ントのほぼ中央部を通ってトンネル推進方向に対してX
字状にセグメント内に配設され、両端に接続具を備えた
ポストテンション方式のPC鋼材を備えたことを特徴と
するトンネル覆工用セグメントを提供するものである。
ここでトンネル推進方向にX字状に配設とは、セグメン
トの展開図において、トンネル推進方向に対してそれぞ
れ同一の正負の傾き角を有する斜方向PC鋼材がに配設
され、隣接セグメントと背悦属するようになっており、
セグメント全体に付いてみるとPC鋼材が菱形網目状を
形成して配設されていることを云う。
The present invention has been made to solve the above problems, and its technical means is to pass the X-direction in the tunnel propulsion direction through substantially the center of the segment.
The present invention provides a tunnel lining segment, which is provided with post-tension type PC steel material provided in a letter shape inside the segment and provided with connecting tools at both ends.
Here, “arranged in an X shape in the tunnel propelling direction” means that diagonal PC steel materials having the same positive and negative inclination angles with respect to the tunnel propelling direction are arranged in the segment development view, respectively. I ’m happy to belong
As for the entire segment, it means that the PC steel material is arranged so as to form a rhombic mesh.

【0006】また、このセグメントの組立方法は次の通
りである。すなわち、PC鋼材がセグメントのほぼ中央
部を通ってトンネル推進方向に対してX字状に配設さ
れ、PC鋼材の両端に接続を備えたトンネル覆工用セグ
メントを用い、新設セグメントリングの各セグメントピ
ースを1個づつ切羽側からシールドジャッキで既設セグ
メントリングに押圧し、押圧したセグメントピースに内
蔵するPC鋼材を既設セグメントリングのPC鋼材端部
に連結して仮緊張仮定着し、一周の新設セグメントリン
グの組立終了後、前記PC鋼材をトルクレンチで本緊張
して定着し、セグメントのトンネル推進方向と円周方向
の応力導入及び定着を同時に達成することを特徴とする
トンネル覆工用セグメントの組立方法である。
The method of assembling this segment is as follows. That is, the PC steel material is arranged in an X shape in the tunnel propelling direction through the substantially central portion of the segment, and the tunnel lining segment provided with the connection at both ends of the PC steel material is used. Press the pieces one by one from the face side to the existing segment ring with the shield jack, connect the PC steel material embedded in the pressed segment piece to the PC steel material end of the existing segment ring, and put on temporary tensioning assumption, and then make a new segment for one round. After the ring is assembled, the PC steel material is permanently tightened and fixed by a torque wrench to simultaneously introduce and fix the stress in the tunnel propelling direction and the circumferential direction of the segment. Is the way.

【0007】[0007]

【発明の実施の形態】以下図面を参照して本発明の実施
の形態を説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings.

【0008】図1は本発明の1実施例のセグメントピー
ス100の模式的正面図である。このセグメントピース
100はトンネル推進方向にX字状にPC鋼材2を内蔵
しており、このPC鋼材2の一端には、接続具3を備え
ている。このセグメントピース100に隣接する既設セ
グメントリングのセグメントピース110は千鳥配列で
このセグメントピース100に接し、PC鋼材2は互い
に連結可能な位置に配設されている。
FIG. 1 is a schematic front view of a segment piece 100 according to one embodiment of the present invention. The segment piece 100 contains a PC steel material 2 in an X shape in the tunnel propelling direction, and a connecting tool 3 is provided at one end of the PC steel material 2. The segment pieces 110 of the existing segment ring adjacent to the segment piece 100 are in contact with the segment piece 100 in a staggered arrangement, and the PC steel materials 2 are arranged at positions where they can be connected to each other.

【0009】図2〜図4は、実施例のセグメント100
の組立工程を示す工程図である。図2〜図4はトンネル
ライニングの展開図を示している。図2に示すように、
既設セグメントリング110の切羽側に新設セグメント
ピース100aを取付ける。このとき、シールドマシン
の掘削ヘッド31からシールドジャッキ33でセグメン
トピース100aを押圧し、X字状に内蔵しているPC
鋼材2aを電動トルクレンチ34を用いて既設セグメン
トリング110のPC鋼材2aと結合させ、仮緊張す
る。掘削ヘッド31はカッタービット32が切羽に接し
ている。
2 to 4 show an exemplary segment 100.
FIG. 6 is a process chart showing the assembling process of FIG. 2 to 4 show exploded views of the tunnel lining. As shown in FIG.
A new segment piece 100a is attached to the face of the existing segment ring 110. At this time, the excavating head 31 of the shield machine presses the segment piece 100a with the shield jack 33, and the PC is built in an X shape.
The steel material 2a is connected to the PC steel material 2a of the existing segment ring 110 using the electric torque wrench 34, and is temporarily tensioned. The cutting head 31 has a cutter bit 32 in contact with the face.

【0010】図3は、図2で連結したセグメントピース
100aの隣に別のセグメントピース100bを設置し
た状態を示している。電動又はエアトルクレンチ34を
用いて、PC鋼材2と既設セグメントリング110のP
C鋼材2aとを結合し、仮緊張する工程は図2と同様で
ある。次々とセグメントピースを取付ける。図4は一列
のセグメントリング100が既設セグメントリング11
0に接続され、PC鋼材2が結合され、油圧トルクレン
チ43等によって新設セグメントリング100のPC鋼
材2に緊張力を導入する状態を示している。このように
して、セグメントのトンネル推進方向及び円周方向に一
様に適正なプレストレスを付与することが可能である。
FIG. 3 shows a state in which another segment piece 100b is installed next to the segment piece 100a connected in FIG. Using the electric or air torque wrench 34, the P of the PC steel material 2 and the existing segment ring 110
The step of joining the C steel material 2a and temporarily tensioning it is the same as in FIG. Attach segment pieces one after another. In FIG. 4, one row of segment rings 100 is the existing segment ring 11
0 is connected to the PC steel material 2, and a tension force is introduced into the PC steel material 2 of the new segment ring 100 by the hydraulic torque wrench 43 or the like. In this way, proper prestress can be uniformly applied in the tunnel propelling direction and the circumferential direction of the segment.

【0011】[0011]

【発明の効果】本発明によれば、PC鋼材をセグメント
ピース内にX字状に形成しておき、既設PC鋼材と連結
することによって、簡単に安全にセグメントピースを既
設セグメントリングに接続、緊張できる。このPC鋼材
を仮緊張することによってセグメントピースを固定する
ことができる。緊張は切羽側で行うために、セグメント
内面に切欠を必要としない。セグメントリングの各PC
鋼材を本緊張することにより推進方向及び円周方向プレ
ストレスを確実に均一に導入することが可能である。緊
張は、トルクレンチで緊張するために、緊張に要する作
業は簡単、軽作業であり、また小さいスペースで済むと
言う利点がある。
According to the present invention, the PC steel material is formed into an X shape in the segment piece and is connected to the existing PC steel material, so that the segment piece can be easily and safely connected to the existing segment ring and tensioned. it can. The segment piece can be fixed by temporarily tensioning the PC steel material. Since the tension is performed on the face side, no cutout is required on the inner surface of the segment. Each segment ring PC
By pretensioning the steel material, it is possible to reliably and uniformly introduce the pre-stress in the propulsion direction and the circumferential direction. Since the tension is performed with a torque wrench, the work required for the tension is simple and light, and there is an advantage that a small space is sufficient.

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

【図1】実施例のセグメントピースの模式的正面図であ
る。
FIG. 1 is a schematic front view of a segment piece of an embodiment.

【図2】実施例のセグメントピースの組立工程図であ
る。
FIG. 2 is an assembly process diagram of the segment piece of the embodiment.

【図3】実施例のセグメントピースの組立工程図であ
る。
FIG. 3 is an assembly process diagram of the segment piece of the embodiment.

【図4】実施例のセグメントピースの組立工程図であ
る。
FIG. 4 is an assembly process diagram of the segment piece of the embodiment.

【符号の説明】[Explanation of symbols]

2 PC鋼材 3 連結装置 31 掘削ヘッド 32 カッタービット 33 シールドジャッキ 34 電動又はエアトルクレンチ 43 油圧トルクレンチ 100 新設セグメントピース 110 既設セグメントリング 2 PC steel 3 connection device 31 drilling head 32 cutter bits 33 shield jack 34 Electric or Air Torque Wrench 43 Hydraulic torque wrench 100 new segment pieces 110 Existing segment ring

───────────────────────────────────────────────────── フロントページの続き (72)発明者 金守 勝彦 東京都千代田区丸の内3丁目4番1号 株 式会社ピー・エス内 (72)発明者 石井 浩司 東京都千代田区丸の内3丁目4番1号 株 式会社ピー・エス内 (72)発明者 大関 宗孝 東京都千代田区有楽町1丁目12番1号 石 川島建材工業株式会社内 (72)発明者 橋本 博英 東京都千代田区有楽町1丁目12番1号 石 川島建材工業株式会社内 (72)発明者 若林 正憲 東京都千代田区有楽町1丁目12番1号 石 川島建材工業株式会社内 Fターム(参考) 2D055 GC03    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Katsuhiko Kinmori             Marunouchi 3-4-1 shares, Chiyoda-ku, Tokyo             Ceremony Company PS (72) Inventor Koji Ishii             Marunouchi 3-4-1 shares, Chiyoda-ku, Tokyo             Ceremony Company PS (72) Inventor Munetaka Ozeki             1-12-11 Yurakucho, Chiyoda-ku, Tokyo Stone             Kawashima Kenzai Kogyo Co., Ltd. (72) Inventor Hirohide Hashimoto             1-12-11 Yurakucho, Chiyoda-ku, Tokyo Stone             Kawashima Kenzai Kogyo Co., Ltd. (72) Inventor Masanori Wakabayashi             1-12-11 Yurakucho, Chiyoda-ku, Tokyo Stone             Kawashima Kenzai Kogyo Co., Ltd. F-term (reference) 2D055 GC03

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 セグメントのほぼ中央部を通ってトンネ
ル推進方向に対してX字状にセグメント内に配設され、
両端に接続具を備えたポストテンション方式のPC鋼材
を備えたことを特徴とするトンネル覆工用セグメント。
1. Arranged in the segment in an X shape with respect to the tunnel propulsion direction, passing through substantially the center of the segment,
A segment for tunnel lining, which is equipped with post-tensioning PC steel material with connecting tools at both ends.
【請求項2】 請求項1記載のトンネル覆工用セグメン
トを用い、新設セグメントリングの各セグメントピース
を1個づつ切羽側からシールドジャッキで既設セグメン
トリングに押圧し、押圧したセグメントピースに内蔵す
るPC鋼材を既設セグメントリングのPC鋼材端部に連
結して仮緊張仮定着し、新設セグメントリングの組立終
了後、前記PC鋼材を本緊張して定着し、セグメントの
トンネル推進方向と円周方向の応力導入及び定着を同時
に達成することを特徴とするトンネル覆工用セグメント
の組立方法。
2. A PC which uses the segment for tunnel lining according to claim 1 and presses each segment piece of a new segment ring from the face of the face to the existing segment ring with a shield jack and is built in the pressed segment piece. The steel material is connected to the end of the PC steel material of the existing segment ring and temporarily tensioned, and after the assembly of the new segment ring, the PC steel material is finally tensioned and fixed, and the stress in the tunnel propelling direction and the circumferential direction of the segment. A method of assembling a tunnel lining segment, characterized in that introduction and fixing are achieved at the same time.
JP2002102889A 2002-04-04 2002-04-04 Method for assembling tunnel lining segments Expired - Lifetime JP3798332B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002102889A JP3798332B2 (en) 2002-04-04 2002-04-04 Method for assembling tunnel lining segments

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002102889A JP3798332B2 (en) 2002-04-04 2002-04-04 Method for assembling tunnel lining segments

Publications (2)

Publication Number Publication Date
JP2003293697A true JP2003293697A (en) 2003-10-15
JP3798332B2 JP3798332B2 (en) 2006-07-19

Family

ID=29242442

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002102889A Expired - Lifetime JP3798332B2 (en) 2002-04-04 2002-04-04 Method for assembling tunnel lining segments

Country Status (1)

Country Link
JP (1) JP3798332B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005155010A (en) * 2003-11-20 2005-06-16 Kajima Corp Prestressed concrete segment for tunnel lining
JP2006169890A (en) * 2004-12-17 2006-06-29 Ps Mitsubishi Construction Co Ltd Construction method for vertical shaft
CN113551986A (en) * 2021-07-24 2021-10-26 郑州大学 Indoor testing device and testing method for static soil pressure coefficient in complex stress state

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005155010A (en) * 2003-11-20 2005-06-16 Kajima Corp Prestressed concrete segment for tunnel lining
JP2006169890A (en) * 2004-12-17 2006-06-29 Ps Mitsubishi Construction Co Ltd Construction method for vertical shaft
CN113551986A (en) * 2021-07-24 2021-10-26 郑州大学 Indoor testing device and testing method for static soil pressure coefficient in complex stress state
CN113551986B (en) * 2021-07-24 2024-01-19 郑州大学 Indoor testing device and method for static soil pressure coefficient under complex stress state

Also Published As

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JP3798332B2 (en) 2006-07-19

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