JPH0734099U - Attachment structure for tensile member of shield segment - Google Patents

Attachment structure for tensile member of shield segment

Info

Publication number
JPH0734099U
JPH0734099U JP7127393U JP7127393U JPH0734099U JP H0734099 U JPH0734099 U JP H0734099U JP 7127393 U JP7127393 U JP 7127393U JP 7127393 U JP7127393 U JP 7127393U JP H0734099 U JPH0734099 U JP H0734099U
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.)
Granted
Application number
JP7127393U
Other languages
Japanese (ja)
Other versions
JPH089277Y2 (en
Inventor
勉 富沢
正巳 井上
毅一 本間
博英 橋本
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.)
Daiho Corp
Original Assignee
Daiho 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 Daiho Corp filed Critical Daiho Corp
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

Abstract

(57)【要約】 【目的】 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セグメントの引張部材の取り付
け構造を提供すること。 【構成】 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で結合して構成した。
(57) [Summary] [PROBLEMS] To provide a tension member mounting structure for a shield segment capable of accurately transmitting the tensile force acting on the tension member to the segment through the tension member mounting portion, and dispersing and absorbing the same. [Structure] 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 attached to a segment 1 through a plurality of anchor lines 5 embedded in the segment 1. And the end of the tension member 2 is connected to the anchor metal piece 4 with a bolt 6.

Description

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

【0001】[0001]

【産業上の利用分野】[Industrial applications]

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。 The present invention relates to a structure for attaching a tension member to a shield tunnel segment, and in particular, in a tension member provided to reduce a bending moment acting on the shield tunnel segment, the tension force acting on the attachment portion of the tension member is dispersed. The present invention relates to a structure for attaching a tension member of a possible shield segment.

【0002】[0002]

【従来の技術】[Prior art]

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。 In the shield tunnel segment, tension members are installed to reduce the bending moment acting on this segment. Tie rods, round steel, etc. are used for the tension members.

【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。Then, in order to attach the tension member to the attachment portion of the tension member of the conventional segment, a screw is provided on the end portion of the tension member, while the attachment member for the tension member is fixed to the segment via the anchor bar. Then, a female screw is formed on this 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】[Problems to be solved by the device]

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 is connected to the screw by being formed on the mounting member, the structure is such that the coupling force between both members is weak, and in particular the tension When the mounting positions of the members are deviated, the coupling force between the two members becomes extremely weak, and the surface area that transmits the tensile force acting on the tensile member to the mounting member is small. However, there was a problem in that it was difficult to transmit to the segment, effectively disperse it, 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, and an object thereof is to accurately transmit a tensile force acting on a tension member to a segment through a tension member attachment portion, disperse and absorb the segment. The purpose of the present invention is to provide a structure for attaching a tension member of a shield segment to be obtained.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

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-mentioned object, the present invention embeds an anchor metal piece 4 for attaching a tension member in a tension member attachment portion 3 of a segment 1 for a shield tunnel. The anchor 1 is integrated with the segment 1 via an anchor streak 5, and the end of the tension member 2 is connected to the anchor metal 4 with a bolt 6.

【0007】[0007]

【作用】[Action]

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。 According to the present invention, 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. It is possible to use the anchor metal piece 4 having a large area. 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. 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 a plurality of bolts 6. As a result, the tensile force acting on the tension member 2 is 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. It will be possible.

【0008】[0008]

【実施例】【Example】

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 of FIG. FIG. 3 is a front view of a main part of one embodiment of the idea, and FIGS.

【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 circular 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 parts. The tension 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 has an attachment structure in which the end of the tension member 2 is added to the anchor metal 4 embedded in the tension member attachment portion 3 of the segment 1 and is joined by a plurality of bolts 6. It is installed. As an example of the mode of bolt connection, as shown in the upper right of FIG. 2, the bolt 6 may be screwed into the bolt hole of the thick anchor metal 4 or may be thin as shown below. The anchor metal 4 may be provided with a threaded portion of a bolt 6 and the protruding threaded portion may be screwed with a cap nut 7.

【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。As shown in FIG. 3, the anchor metal piece 4 is formed in a rectangular shape similar to the tension member attachment portion 3 when viewed from the upper surface or the lower surface, and is embedded in the tension member attachment portion 3. It is integrated with the segment 1 by a plurality of anchor lines 5 arranged properly. It should be noted that, in FIGS. 2 to 4, the anchor metal piece 4 is hatched, though not a cross section, for the sake of clarity.

【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, is inserted into the tension member 2 and screwed into the anchor metal piece 4. 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, it is possible to increase the number of the anchor lines 5 and arrange them appropriately to strongly integrate the segment 1 and the anchor metal piece 4. Further, the tension member 2 having a wide cross-sectional area can be used, and the tension member 2 can be strongly connected to the anchor metal piece 4 by a plurality of bolts 6. As a result, they work together to accurately transmit the tensile force acting on the tension member 2 to the anchor metal piece 4, and effectively to the segment 1 from the anchor metal piece 4 through the plurality of properly arranged anchor streaks 5. It can be dispersed and absorbed. Therefore, it is possible to reduce the number of attached tension members 2 as compared with the prior art. Further, according to the mounting structure of this embodiment, even if the positions of the segments 1 facing each other are displaced, and the mounting position of the tension member 2 is displaced, the area of the anchor metal 4 is increased. Therefore, 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 a main 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 embodiments shown in FIGS. 5 to 7, the tension member mounting portion 3 provided inside the segment 1 is formed in an inverted trapezoidal shape when viewed from the upper surface or the lower surface, and is formed in a trapezoidal shape when viewed from the side surface. Has been done.

【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. 1 to 4, and the operation is also the same.

【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 attachment structure of the present invention is not limited to the segment having a substantially elliptical shape shown in FIG. 1, but can be applied to a segment having a circular shape or an arched rectangular shape.

【0022】[0022]

【考案の効果】[Effect of device]

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, in the present invention, the anchor metal member 4 for attaching the tensile member is embedded in the tensile member attachment portion 3 of the segment 1 for the shield tunnel, and the anchor metal member 4 is embedded in the segment 1 and The anchor metal 5 is integrated with the segment 1 through the anchor bar 5, and the end of the tension member 2 is connected to the anchor metal 4 with the bolt 6, so that the anchor metal 4 having a large area can be used. It is possible to integrate the segment 1 and the anchor metal piece 4 strongly by increasing the number of them and to arrange them properly, and also to use a tensile member 2 with a wide cross-sectional area. Along with the fact that the member 2 can be strongly connected with a plurality of bolts 6, the tensile force acting on the tensile member 2 is accurately transmitted to the anchor metal 4, and From hardware 4, dispersed in segments 1 through anchor muscles 5 a plurality of which are properly positioned, the effect capable of absorbing.

【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 Tensile member attachment part 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 Takeichi Homma 1-24-4 Shinkawa, Chuo-ku, Tokyo Inside 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 lines 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 true JPH0734099U (en) 1995-06-23
JPH089277Y2 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
JPH089277Y2 (en) 1996-03-13

Similar Documents

Publication Publication Date Title
JP2001165245A (en) Wedge rope fastening device
JPH089277Y2 (en) Attachment structure for tensile member of shield segment
JP2002081171A (en) Reinforcing bar clip for high load
JP3008533U (en) Purlin bracket
JPS6219749Y2 (en)
JP3962478B2 (en) Segment joints and segments for tunnel lining work
KR200272166Y1 (en) A connection equipment to expansion and contraction for bridge
JPH0210871Y2 (en)
JP2672381B2 (en) Concrete segment joining equipment
KR0140138Y1 (en) Variable Formwork Panels
JPH084176Y2 (en) Pipe parts with flat connecting ends
JP2542960Y2 (en) Parts connection structure
JPH08145026A (en) Hook bolt
JP2000154613A (en) Deformed bar anchor
JPH0914235A (en) Hook bolt
JPH0439906Y2 (en)
JPH021563Y2 (en)
KR200271180Y1 (en) Socket for reinforcing soil nailing by D29 reinforcing bar
JPS5895453U (en) Block wall reinforcement device
JPH0620609U (en) Member joining device in wooden structure
JPH05340191A (en) Joining mechanism of shoring segment
KR910007935Y1 (en) Wire mesh stopper for fence
JPH0712828U (en) Installation structure of air conditioner outdoor unit
JPH0474520B2 (en)
JPS6222291U (en)

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees