JPH089277Y2 - Attachment structure for tensile member of shield segment - Google Patents

Attachment structure for tensile member of shield segment

Info

Publication number
JPH089277Y2
JPH089277Y2 JP7127393U JP7127393U JPH089277Y2 JP H089277 Y2 JPH089277 Y2 JP H089277Y2 JP 7127393 U JP7127393 U JP 7127393U JP 7127393 U JP7127393 U JP 7127393U JP H089277 Y2 JPH089277 Y2 JP H089277Y2
Authority
JP
Japan
Prior art keywords
segment
tension member
anchor
anchor metal
metal piece
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
JP7127393U
Other languages
Japanese (ja)
Other versions
JPH0734099U (en
Inventor
勉 富沢
正巳 井上
毅一 本間
博英 橋本
Original Assignee
大豊建設株式会社
石川島建材工業株式会社
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 大豊建設株式会社, 石川島建材工業株式会社 filed Critical 大豊建設株式会社
Priority to JP7127393U priority Critical patent/JPH089277Y2/en
Publication of JPH0734099U publication Critical patent/JPH0734099U/en
Application granted granted Critical
Publication of JPH089277Y2 publication Critical patent/JPH089277Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、シールドトンネルのセ
グメントに対する引張部材の取り付け構造に係り、特に
シールドトンネルのセグメントに働く曲げモーメントを
軽減するために設けられる引張部材において、その引張
部材の取り付け部分に作用する引張力を分散可能なシー
ルド用セグメントの引張部材の取り付け構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for attaching a tension member to a shield tunnel segment, and more particularly to a tension member provided in order to reduce a bending moment acting on the shield tunnel segment. The present invention relates to a structure for attaching a tensile member of a shield segment capable of dispersing a tensile force acting on the shield segment.

【0002】[0002]

【従来の技術】シールドトンネルのセグメントにおい
て、このセグメントに働く曲げモーメントを軽減する目
的で、引張部材が取り付けられている。この引張部材に
は、タイロッドや丸鋼等が用いられている。
2. Description of the Related Art In a shield tunnel segment, a tension member is attached for the purpose of reducing a bending moment acting on this segment. A tie rod, round steel or the like is used for the tension member.

【0003】そして、従来セグメントの引張部材の取り
付け部分に、引張部材を取り付けるには、引張部材の端
部におねじを設ける一方、セグメントにアンカ筋を介し
て引張部材用の取り付け部材を固定し、この取り付け部
材にめねじを形成し、前記引張部材のおねじを取り付け
部材のめねじにねじ込んで接続するようにしている。
In order to attach the tension member to the attachment portion of the tension member of the conventional segment, a screw is provided at the end of the tension member, while the attachment member for the tension member is fixed to the segment via an anchor bar. A female screw is formed on the mounting member, and the male screw of the tension member is screwed into the female screw of the mounting member for connection.

【0004】[0004]

【考案が解決しようとする課題】しかし、前記従来技術
では引張部材に設けられたおねじと、取り付け部材に形
成されためねじとの嵌合により接続する構造であるた
め、その構造上両部材の結合力が弱いこと、特に引張部
材の取り付け位置がずれた場合には両部材の結合力が極
端に弱くなること、引張部材に作用する引張力を取り付
け部材に伝達する面積が小さいこと等により、引張部材
に作用する引張力をセグメントに伝達し、効果的に分散
させ、吸収することがむずかしいという問題があった。
However, in the above-mentioned prior art, since the male screw provided on the tension member and the screw formed on the mounting member are connected to each other by the fitting, the structure of both members is structurally improved. Due to the weak binding force, especially when the attachment position of the tension member is displaced, the binding force of both members becomes extremely weak, and the area for transmitting the tension force acting on the tension member to the attachment member is small. There is a problem that it is difficult to transmit the tensile force acting on the tensile member to the segment, effectively disperse and absorb it.

【0005】本考案は、上記の事情に鑑みなされたもの
で、その目的とするところは、引張部材に作用する引張
力を、引張部材取り付け部分を通じてセグメントに的確
に伝達し、分散させて吸収し得るシールド用のセグメン
トの引張部材の取り付け構造を提供することにある。
The present invention has been made in view of the above circumstances. An object of the present invention is to accurately transmit a tensile force acting on a tension member to a segment through a tension member attachment portion, to disperse and absorb the segment. An object of the present invention is to provide a structure for attaching a tensile member of a segment for an obtained shield.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するた
め、本考案はシールドトンネル用のセグメント1の引張
部材取り付け部分3に、引張部材取り付け用のアンカ金
物4を埋め込み、このアンカ金物4をセグメント1に埋
設された複数本のアンカ筋5を介してセグメント1に一
体化させ、前記アンカ金物4に引張部材2の端部をボル
ト6で結合したものである。
In order to achieve the above object, the present invention embeds an anchor metal member 4 for attaching a tensile member in a tension member mounting portion 3 of a segment 1 for a shield tunnel, and the anchor metal member 4 is used as a segment. It is integrated with the segment 1 through a plurality of anchor lines 5 embedded in 1, and the end of the tension member 2 is connected to the anchor metal piece 4 with a bolt 6.

【0007】[0007]

【作用】本考案では、セグメント1の引張部材取り付け
部分3に埋め込まれかつアンカ筋5によりセグメント1
に一体化されたアンカ金物4に引張部材2の端部をボル
ト6で結合するようにしているので、広い面積のアンカ
金物4を使用することができる。これにより、アンカ筋
5の本数を多くしかつ適正に配置し、セグメント1とア
ンカ金物4とを強力に一体化することができる。また、
引張部材2にも広い断面積のものを使用でき、しかもア
ンカ金物4に引張部材2を複数本のボルト6で強力に結
合することができる。その結果、引張部材2に作用する
引張力をアンカ金物4に的確に伝達し、このアンカ金物
4より、適正配置された複数本のアンカ筋5を通じてセ
グメント1に分散させ、吸収することが可能となる。
In the present invention, the segment 1 is embedded in the tension member attachment portion 3 of the segment 1 and is attached by the anchor bar 5.
Since the end portion of the tension member 2 is connected to the anchor metal piece 4 integrated with the bolt 6 by the bolt 6, the anchor metal piece 4 having a wide area can be used. As a result, the number of anchor lines 5 can be increased and properly arranged, and the segment 1 and the anchor metal piece 4 can be strongly integrated. Also,
The tension member 2 can also have a wide cross-sectional area, and the anchor member 4 can be strongly connected to the tension member 2 by a plurality of bolts 6. As a result, the tensile force acting on the tensile member 2 can be accurately transmitted to the anchor metal piece 4, and the anchor metal piece 4 can disperse and absorb it in the segment 1 through the plurality of properly arranged anchor muscles 5. Become.

【0008】[0008]

【実施例】以下、本考案の実施例を図面に基づいて説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

【0009】図1は本考案取り付け構造によりセグメン
トに引張部材を取り付けた状態を示す正面図、図2は図
1のA,B,C,Dに相当する部分の拡大図であって、
本考案の一実施例の要部の正面図、図3および図4はそ
れぞれ図2のaおよびb矢視図である。
FIG. 1 is a front view showing a state where a tension member is attached to a segment by the attachment structure of the present invention, and FIG. 2 is an enlarged view of a portion corresponding to A, B, C and D in FIG.
FIG. 3 is a front view of an essential part of an embodiment of the present invention, and FIGS. 3 and 4 are views taken along arrows a and b of FIG. 2, respectively.

【0010】これらの図に示す実施例では、シールドト
ンネルの周壁に、セグメント1がほぼだ円形に構築され
ている。
In the embodiments shown in these figures, the segment 1 is constructed in a substantially elliptical shape on the peripheral wall of the shield tunnel.

【0011】前記セグメント1の内部には、上下部に引
張部材2が取り付けられている。この引張部材2は、セ
グメント1に働く曲げモーメントを軽減する目的で設置
されている。
Inside the segment 1, tension members 2 are attached to the upper and lower portions. The tensile member 2 is installed for the purpose of reducing the bending moment acting on the segment 1.

【0012】前記引張部材2は、セグメント1の引張部
材取り付け部分3に埋め込まれたアンカ金物4に、引張
部材2の端部を添わせ、複数本のボルト6で結合する取
り付け構造により取り付けられている。ボルト結合の態
様例としては、図2の右上に示すように、肉厚のアンカ
金物4のボルト穴にボルト6を螺設しても良いし、ある
いはその下側に示すように肉薄のアンカ金物4にボルト
6のネジ部を貫設し、突出したネジ部に袋ナット7を螺
設して構造としても良い。
The tension member 2 is attached by an attachment structure in which the anchor metal piece 4 embedded in the tension member attachment portion 3 of the segment 1 is attached with the end of the tension member 2 and is joined by a plurality of bolts 6. There is. As an example of the mode of bolt connection, as shown in the upper right of FIG. 2, a bolt 6 may be screwed into a bolt hole of the thick anchor metal 4, or a thin anchor metal as shown below. It is also possible to have a structure in which the threaded portion of the bolt 6 is provided through the screw 4 and the cap nut 7 is screwed on the protruding threaded portion.

【0013】前記引張部材取り付け部分3は、セグメン
ト1の内側に突出させて設けられており、その上面また
は下面,側面はこの実施例では図3および図4から分か
るように、セグメント1の幅と同じ幅の矩形に形成され
ている。
The tension member attachment portion 3 is provided so as to project inside the segment 1, and the upper surface, the lower surface, and the side surface thereof are, in this embodiment, as shown in FIG. 3 and FIG. It is formed in a rectangle of the same width.

【0014】前記アンカ金物4は、図3に示すように、
上面または下面から見て前記引張部材取り付け部分3と
相似形の矩形に形成され、かつ前記引張部材取り付け部
分3に埋め込まれ、しかも適正配置された複数本のアン
カ筋5によりセグメント1に一体化されている。なお、
図2〜図4ではアンカ金物4を分かりやすくするため、
断面ではないがハッチングを施して示している。
The anchor hardware 4 is, as shown in FIG.
Seen from the upper surface or the lower surface, it is formed into a rectangular shape similar to the tension member attachment portion 3, is embedded in the tension member attachment portion 3, and is integrated with the segment 1 by a plurality of properly arranged anchor bars 5. ing. In addition,
2 to 4, in order to make the anchor hardware 4 easy to understand,
Although it is not a cross section, it is shown by hatching.

【0015】前記引張部材2は、少なくとも両端部は断
面矩形に形成されている。そして、前記引張部材2の端
部は当該アンカ金物4の上面または下面に当接され、図
2〜図4に示すように、引張部材2に挿通されかつアン
カ金物4にねじ込まれた複数本のボルト6により結合さ
れ、固定されている。
At least both ends of the tension member 2 are formed to have a rectangular cross section. Then, the end portion of the tension member 2 is brought into contact with the upper surface or the lower surface of the anchor metal piece 4, and as shown in FIGS. 2 to 4, a plurality of pieces inserted into the tension member 2 and screwed into the anchor metal piece 4 are inserted. It is connected and fixed by a bolt 6.

【0016】以上説明した実施例では、セグメント1の
引張部材取り付け部分3に埋め込まれかつアンカ筋5に
よりセグメント1に一体化されたアンカ金物4に引張部
材2の端部をボルト6により結合するようにしているの
で、図2〜図4から分かるように、広い面積のアンカ金
物4を使用することができる。したがって、アンカ筋5
の本数を多くし、かつ適正配置し、セグメント1とアン
カ金物4とを強力に一体化することができる。また、引
張部材2にも広い断面積のものを使用でき、しかもアン
カ金物4に引張部材2を複数本のボルト6で強力に結合
することができる。その結果、これらが相俟ち、引張部
材2に作用する引張力をアンカ金物4に的確に伝達し、
このアンカ金物4から適正配置された複数本のアンカ筋
5を通じてセグメント1に効果的に分散させ、吸収する
ことができる。したがって、引張部材2の取り付け本数
を従来技術に比較して少なくすることが可能となる。ま
た、この実施例の取り付け構造によれば、例えば相対向
するセグメント1の位置がずれ、これにより引張部材2
の取り付け位置がずれた場合であっても、アンカ金物4
の面積が広くなっているため、引張部材2を容易に取り
付けることができる。
In the embodiment described above, the end of the tension member 2 is connected by the bolt 6 to the anchor metal piece 4 embedded in the tension member attachment portion 3 of the segment 1 and integrated with the segment 1 by the anchor bar 5. Therefore, as can be seen from FIGS. 2 to 4, the anchor metal piece 4 having a large area can be used. Therefore, the anchor muscle 5
It is possible to strongly integrate the segment 1 and the anchor metal piece 4 by increasing the number of the pieces and arranging them properly. Further, the pulling member 2 having a wide cross-sectional area can be used, and moreover, the pulling member 2 can be strongly connected to the anchor metal piece 4 by the plurality of bolts 6. As a result, these together work to accurately transmit the tensile force acting on the tension member 2 to the anchor metal member 4,
The anchor metal 4 can be effectively dispersed and absorbed in the segment 1 through a plurality of properly arranged anchor streaks 5. Therefore, it is possible to reduce the number of attachments of the tension member 2 as compared with the conventional technique. Further, according to the mounting structure of this embodiment, for example, the positions of the segments 1 facing each other are deviated, so that the tension member 2 is moved.
Even if the mounting position of the
Since the area of is wide, the tension member 2 can be easily attached.

【0017】次に、図5は本考案の他の実施例を示す要
部の正面図、図6および図7はそれぞれ図5のcおよび
d矢視図である。
Next, FIG. 5 is a front view of an essential part showing another embodiment of the present invention, and FIGS. 6 and 7 are views taken along arrows c and d of FIG. 5, respectively.

【0018】これらの図5〜図7に示す実施例では、セ
グメント1の内部に設けられた引張部材取り付け部分3
が上面または下面から見て倒台形に形成され、かつ側面
から見て台形に形成されている。
In the embodiment shown in FIGS. 5 to 7, the tension member mounting portion 3 provided inside the segment 1 is used.
Are formed in a trapezoidal shape when viewed from the top or bottom surface and are trapezoidal when viewed from the side surface.

【0019】そして、アンカ金物4は上面または下面か
ら見て前記引張部材取り付け部分3の形状と相似形の倒
台形に形成され、また側面形状は前記引張部材取り付け
部分3に挿合する矩形に形成されている。
The anchor metal piece 4 is formed in an inverted trapezoidal shape similar to the shape of the tension member attachment portion 3 when viewed from the upper surface or the lower surface, and the side surface shape is formed in a rectangle to be inserted into the tension member attachment portion 3. Has been done.

【0020】この図5〜図7に示す実施例の他の構成に
ついては、前記図1〜図4に示す実施例と同様であり、
作用についても同様である。
Other configurations of the embodiment shown in FIGS. 5 to 7 are the same as those of the embodiment shown in FIGS.
The same applies to the action.

【0021】なお、本考案取り付け構造は図1に示すほ
ぼだ円形に構築されたセグメントに限らず、円形や弓形
矩形等に構築したセグメントにも適用することができ
る。
The mounting structure of the present invention is not limited to the segment having the substantially elliptical shape shown in FIG. 1, but can be applied to the segment having the circular or arcuate rectangular shape.

【0022】[0022]

【考案の効果】以上説明したように、本考案ではシール
ドトンネル用のセグメント1の引張部材取り付け部分3
に、引張部材取り付け用のアンカ金物4を埋め込み、こ
のアンカ金物4をセグメント1に埋設された複数本のア
ンカ筋5を介してセグメント1に一体化させ、前記アン
カ金物4に引張部材2の端部をボルト6で結合してお
り、広い面積のアンカ金物4を使用することができるこ
とにより、アンカ筋5の本数を多くしかつ適正に配置
し、セグメント1とアンカ金物4とを強力に一体化する
ことができること、また引張部材2にも広い断面積のも
のを使用できること、しかもアンカ金物4に引張部材2
を複数本のボルト6で強力に結合することができること
等が相俟って、引張部材2に作用する引張力をアンカ金
物4に的確に伝達し、このアンカ金物4より、適正配置
された複数本のアンカ筋5を通じてセグメント1に分散
させ、吸収し得る効果がある。
As described above, according to the present invention, the tension member mounting portion 3 of the segment 1 for the shield tunnel is used.
The anchor metal 4 for attaching the tension member is embedded in the segment 1, and the anchor metal 4 is integrated with the segment 1 through the plurality of anchor lines 5 embedded in the segment 1, and the end of the tension member 2 is attached to the anchor metal 4. Since the parts are connected by bolts 6 and the anchor metal piece 4 having a large area can be used, the number of the anchor bars 5 is increased and properly arranged, and the segment 1 and the anchor metal piece 4 are strongly integrated. That the pulling member 2 has a large cross-sectional area, and the anchor metal 4 can be attached to the pulling member 2 as well.
The fact that they can be strongly coupled with a plurality of bolts 6 and the like contributes to accurately transmitting the tensile force acting on the tension member 2 to the anchor metal piece 4, and the plurality of properly arranged anchor metal pieces 4 can be used. There is an effect that it can be dispersed and absorbed in the segment 1 through the anchor muscles 5 of the book.

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

【図1】本考案取り付け構造によりセグメントに引張部
材を取り付けた状態を示す正面図である。
FIG. 1 is a front view showing a state in which a tension member is attached to a segment according to the attachment structure of the present invention.

【図2】図1の一部分の拡大図であって、本考案の一実
施例の要部の正面図である。
FIG. 2 is an enlarged view of a part of FIG. 1 and is a front view of a main part of an embodiment of the present invention.

【図3】図2のa矢視図である。FIG. 3 is a view on arrow a of FIG.

【図4】図2のb矢視図である。FIG. 4 is a view on arrow b in FIG.

【図5】本考案の他の実施例の要部の正面図である。FIG. 5 is a front view of an essential part of another embodiment of the present invention.

【図6】図5のc矢視図である。6 is a view on arrow c in FIG.

【図7】図5のd矢視図である。FIG. 7 is a view on arrow d in FIG.

【符号の説明】[Explanation of symbols]

1 シールドトンネル用のセグメント 2 引張部材 3 引張部材取り付け部分 4 アンカ金物 5 アンカ筋 6 引張部材取り付け用のボルト 1 Segment for shield tunnel 2 Tensile member 3 Part for attaching tension member 4 Anchor metal 5 Anchor bar 6 Bolt for attaching tension member

───────────────────────────────────────────────────── フロントページの続き (72)考案者 本間 毅一 東京都中央区新川1丁目24番4号 大豊建 設株式会社内 (72)考案者 橋本 博英 東京都中央区八重洲2丁目6番21号 石川 島建材工業株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takekazu Homma 1-24-4 Shinkawa, Chuo-ku, Tokyo Within Daihoken Construction Co., Ltd. (72) Hirohide Hashimoto 2-6-21 Yaesu, Chuo-ku, Tokyo Ishikawajima Building Materials Co., Ltd.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 シールドトンネル用のセグメント1の引
張部材取り付け部分3に、引張部材取り付け用のアンカ
金物4を埋め込み、このアンカ金物4をセグメント1に
埋設された複数本のアンカ筋5を介してセグメント1に
一体化させ、前記アンカ金物4に引張部材2の端部をボ
ルト6で結合したことを特徴とするシールド用セグメン
トの引張部材の取り付け構造。
1. An anchor metal piece 4 for attaching a tension member is embedded in a tension member attachment portion 3 of a segment 1 for a shield tunnel, and the anchor metal article 4 is inserted through a plurality of anchor bars 5 embedded in the segment 1. An attachment structure for a tensile member of a shield segment, characterized in that the tensile member 2 is integrated with the segment 1 and the end of the tensile member 2 is connected to the anchor metal piece 4 with a bolt 6.
JP7127393U 1993-12-06 1993-12-06 Attachment structure for tensile member of shield segment Expired - Fee Related JPH089277Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7127393U JPH089277Y2 (en) 1993-12-06 1993-12-06 Attachment structure for tensile member of shield segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7127393U JPH089277Y2 (en) 1993-12-06 1993-12-06 Attachment structure for tensile member of shield segment

Publications (2)

Publication Number Publication Date
JPH0734099U JPH0734099U (en) 1995-06-23
JPH089277Y2 true JPH089277Y2 (en) 1996-03-13

Family

ID=13455950

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7127393U Expired - Fee Related JPH089277Y2 (en) 1993-12-06 1993-12-06 Attachment structure for tensile member of shield segment

Country Status (1)

Country Link
JP (1) JPH089277Y2 (en)

Also Published As

Publication number Publication date
JPH0734099U (en) 1995-06-23

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