JP2002081295A - Fastener of segment and joining structure of segment - Google Patents

Fastener of segment and joining structure of segment

Info

Publication number
JP2002081295A
JP2002081295A JP2000270611A JP2000270611A JP2002081295A JP 2002081295 A JP2002081295 A JP 2002081295A JP 2000270611 A JP2000270611 A JP 2000270611A JP 2000270611 A JP2000270611 A JP 2000270611A JP 2002081295 A JP2002081295 A JP 2002081295A
Authority
JP
Japan
Prior art keywords
steel material
segment
segments
hole
steel
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
JP2000270611A
Other languages
Japanese (ja)
Inventor
Munetaka Ozeki
宗孝 大関
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
Original Assignee
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials 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 filed Critical Ishikawajima Kenzai Kogyo Co Ltd
Priority to JP2000270611A priority Critical patent/JP2002081295A/en
Publication of JP2002081295A publication Critical patent/JP2002081295A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To easily insert a PC steel material into inserting holes of segments. SOLUTION: The PC steel material 1 of a fastener A is inserted into the inserting holes Sah and Sbh of the segments Sa and Sb, and when pushing the end part 1b in a taper hole 11a of a gripping tool 7, a wedge body 12 retreats by compressing an energizing spring 13, diametrally expands an inserting fixing hole 12h, inserts the end part 1b of the PC steel material l into the fixing hole 12h, is advanced by the enrgizing spring 13 after insertion, diametrally contracts the inserting fixing hole 12h, and grips the PC steel material 1. Every time when installing the segments in an annular shape, the mutual short PC steel materials 1 and 1 are connected by the operation, a fastening nut 3 of a recessed part Sao opened and arranged inside a tunnel is finally fastened, prestress is introduced, and the mutual plural segments are integrally joined. Since a long PC steel material is not required, insertion into the inserting holes is facilitated.

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、セグメントどうし
を締め付けてプレストレスを導入するセグメントの締付
け装置及びその締付け装置を使用したセグメントの接合
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 segment tightening device for introducing prestress by tightening segments, and to a segment joining structure using the tightening device.

【0002】[0002]

【従来の技術】シールド工法により複数のセグメントを
環状に結合してトンネルを構築する場合、図11に示す
ように、1つのセグメントSに設けられたパイプ21か
らPC鋼材22をセグメントSのシース管23に順次通
して他のパイプ24からトンネルの内側に引き出し、そ
のPC鋼材22を油圧ジャッキ26で引っ張って締め付
け緊張させることによりプレストレスを導入し、PC鋼
材22の両端をそのまま固定してセグメントSどうしを
一体に接合することが行われている。パイプ21,24
は鋳物で相互に一体に形成され、セグメントSに埋設さ
れている。
2. Description of the Related Art When a tunnel is constructed by annularly connecting a plurality of segments by a shield method, as shown in FIG. 23, the PC steel material 22 is pulled out from the other pipe 24 to the inside of the tunnel, and the PC steel material 22 is pulled and tightened by a hydraulic jack 26 to introduce prestress. It is common to join together. Pipes 21, 24
Are integrally formed with each other by casting, and are embedded in the segment S.

【0003】[0003]

【発明が解決しようとする課題】上記従来の方式では、
多数のセグメントSのリング状に連通させたシース管2
3に1本の長いPC鋼材22を挿通させなければならな
いが、シース管23の全長が長いとPC鋼材22の挿通
抵抗が大きくなり、またシース管23どうしの間に成形
誤差や組付け誤差等によって段差を生じやすいため、P
C鋼材22の挿通が容易ではなく、手間がかかるという
問題点がある。
In the above conventional method,
Sheath tube 2 communicated in a ring shape with many segments S
3, one long PC steel material 22 must be inserted. However, if the entire length of the sheath tube 23 is long, the insertion resistance of the PC steel material 22 becomes large, and a molding error or an assembly error between the sheath tubes 23 is caused. Step is likely to occur due to
There is a problem that the insertion of the C steel material 22 is not easy and it takes time and effort.

【0004】また、PC鋼材22の両端をトンネルの内
側に引き出すために、パイプ21,24及びその埋込が
不可欠であり、それだけコスト高になる。
Further, in order to draw both ends of the PC steel material 22 into the inside of the tunnel, the pipes 21 and 24 and the embedding thereof are indispensable, which increases the cost.

【0005】本発明は、セグメントの挿通孔にPC鋼材
を容易に挿通させてプレストレスを導入することができ
るセグメントの締付け装置及びセグメントの接合構造を
提供することを目的とする。本発明の他の目的は、PC
鋼材をトンネルの内側に引き出すパイプが不要で、コス
トを低減することができるセグメントの締付け装置及び
セグメントの接合構造を提供することである。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a segment tightening device and a segment joining structure capable of easily inserting a PC steel material into a segment insertion hole to introduce prestress. Another object of the present invention is to provide a PC
An object of the present invention is to provide a segment tightening device and a segment joining structure which can reduce costs without requiring a pipe for drawing a steel material into a tunnel.

【0006】[0006]

【課題を解決するための手段】上記の少なくとも1つの
目的を達成するために、請求項1記載の発明は、セグメ
ントに設けられた挿通孔に挿通されるPC鋼材の一方端
部又は両端部に、締付けボルトを取り付け、該締付けボ
ルトに、一端に先細りのテーパ孔が設けられるとともに
他端に上記締付けボルトに螺着されるねじ部が設けられ
た筒体と、互いの中心部にPC鋼材の挿入固定孔を形成
して環状に配置されるとともに外周面をテーパ孔の内周
面に触れさせて上記筒体の長手方向に移動自在にテーパ
孔に装入された複数の楔体と、上記挿入固定孔が縮径す
るように上記楔体をテーパ孔の小径の先端側に付勢して
筒体内に設けられた付勢ばねとを備えた把持具を付設し
た構成とした。
In order to achieve at least one of the above objects, the invention according to claim 1 is provided at one or both ends of a PC steel material inserted into an insertion hole provided in a segment. A tightening bolt is attached, and the tightening bolt is provided with a tapered tapered hole at one end and a threaded portion screwed to the tightening bolt at the other end, and a PC steel material at the center of each other. A plurality of wedge bodies which are inserted into the tapered hole so as to be movable in the longitudinal direction of the cylindrical body by forming an insertion fixing hole and being annularly arranged and having an outer peripheral surface touching an inner peripheral surface of the tapered hole; The wedge body is urged toward the small-diameter distal end of the tapered hole so that the diameter of the insertion fixing hole is reduced, and a gripper having an urging spring provided in the cylinder is provided.

【0007】この手段では、締付けボルトにねじ部を螺
着して装着された把持具の筒体に、PC鋼材の端部を押
し込むと、各楔体が付勢ばねの弾力に抗して後退し、P
C鋼材の押込力により挿入固定孔を拡径させてその挿入
固定孔にPC鋼材の端部を挿入させる。挿入固定孔に対
するPC鋼材の挿入後、PC鋼材の押込みを止めると、
楔体が付勢ばねの付勢力で前進して挿入固定孔を縮径さ
せ、PC鋼材を把持する。PC鋼材が把持具に把持され
ると、楔体は、PC鋼材の引抜きに対してPC鋼材と一
緒にテーパ孔の小径の先端側に動かされて挿入固定孔を
一層縮径させ、把持力を強めるので、PC鋼材を把持具
から引き抜くことがでなくなる。
In this means, when the end of the PC steel material is pushed into the cylindrical body of the gripping tool which is mounted by screwing the screw portion to the tightening bolt, each wedge body retreats against the elasticity of the urging spring. Then P
The insertion fixing hole is expanded in diameter by the pushing force of the C steel material, and the end of the PC steel material is inserted into the insertion fixing hole. After inserting the PC steel into the insertion fixing hole, stop pushing the PC steel,
The wedge body advances by the urging force of the urging spring to reduce the diameter of the insertion fixing hole, and grips the PC steel. When the PC steel material is gripped by the gripper, the wedge body is moved together with the PC steel material to the tip end side of the small diameter of the tapered hole with respect to the removal of the PC steel material to further reduce the diameter of the insertion fixing hole, thereby reducing the gripping force. Since it is strengthened, it is not possible to pull out the PC steel from the gripper.

【0008】上記の操作を、セグメントを組み付けるた
びに行い、最後に、把持具で連結されたPC鋼材の最端
部の締付けボルトに締付けナットを螺着して締め付ける
ことによりプレストレスを導入して複数のセグメントど
うしを接合する。
The above operation is performed each time the segment is assembled, and finally, a prestress is introduced by screwing a tightening nut onto a tightening bolt at the extreme end of the PC steel material connected by the gripper and tightening. Join multiple segments together.

【0009】通常、1本のPC鋼材を1個又は2個以上
のセグメントの挿通孔に挿通させて使用するが、2本以
上のPC鋼材を把持具で連結して1個のセグメントの挿
通孔に挿通させることもあり得る。両端部にそれぞれ締
付けボルトを取り付けたPC鋼材を挿通孔に挿通させた
セグメントはベースセグメントとして長さ寸法を大きく
し、その分他のセグメントを小さくすることができる。
PC鋼材には、通常PC鋼より線が用いられるが、鋼棒
などを用いることもできる。挿通孔はシース管によって
形成するのが普通である。セグメントには構造や種類或
いは形状上の制約はない。
Normally, one PC steel material is used by being inserted into one or more insertion holes of one or more segments. However, two or more PC steel materials are connected by a gripping tool and the insertion hole of one segment is used. It may be inserted through. A segment in which a PC steel material having fastening bolts attached to both ends thereof is inserted into the insertion hole can have a longer length as a base segment, and the other segments can be reduced accordingly.
As the PC steel, a strand of PC steel is usually used, but a steel rod or the like can also be used. The insertion hole is usually formed by a sheath tube. There are no restrictions on the structure, type or shape of the segments.

【0010】請求項2記載の発明は、請求項1記載の締
付け装置のPC鋼材を挿通孔に挿通させたセグメントど
うしを、一方のセグメントのPC鋼材の端部を他方のセ
グメントの把持具に把持させて、挿通孔が開口された接
合面を互いに当接させ、PC鋼材にプレストレスを導入
して一体に接合した構成とした。
According to a second aspect of the present invention, the segments of the fastening device according to the first aspect of the present invention, in which the PC steel material is inserted through the insertion holes, are gripped by the gripping tool of the other segment. Then, the joining surfaces where the insertion holes were opened were brought into contact with each other, and a prestress was introduced into the PC steel material so as to be integrally joined.

【0011】この手段では、従来のような長いPC鋼材
を複数のセグメントの挿通孔に挿通させる必要がなく、
セグメントを組み付けるたびにそのセグメントの挿通孔
に短いPC鋼材を挿通させて順次長く連結し、プレスト
レスを導入する。
According to this means, it is not necessary to insert a long PC steel material into the insertion holes of a plurality of segments as in the prior art.
Each time a segment is assembled, a short PC steel material is inserted through the insertion hole of the segment to sequentially connect the steel materials to a longer length, thereby introducing prestress.

【0012】請求項3記載の発明は、2組の互いに向き
合う斜辺の接合面間にそれぞれ設けられた各挿通孔に請
求項1記載の締付け装置のPC鋼材が挿通され、該PC
鋼材に対するプレストレスの導入によって六角形セグメ
ントどうしが接合されたセグメントの接合構造におい
て、上記PC鋼材の一方の端部を斜辺の接合面に固定し
た構成とした。
According to a third aspect of the present invention, the PC steel material of the tightening device according to the first aspect is inserted into each of the insertion holes provided between the two sets of joining surfaces of the oblique sides facing each other.
In a joint structure of segments in which hexagonal segments are joined together by introducing prestress into a steel material, one end of the PC steel material is fixed to a joint surface on the oblique side.

【0013】この手段では、PC鋼材の一方の端部、つ
まりPC鋼材の始端部又は終端部をトンネルの内側に引
き出す従来のようなパイプが不要である。
This means does not require a conventional pipe for drawing one end of the PC steel material, that is, the start or end of the PC steel material, into the inside of the tunnel.

【0014】[0014]

【発明の実施の形態】発明の実施の形態を添付図面を参
照して説明する。図1ないし図5は本発明の実施の形態
を示す。これらの図において符号Aはセグメントの締付
け装置であり、PC鋼材1と、締付けボルト2と、締付
けナット3と、座金4,5及び把持具7を備えている。
Embodiments of the present invention will be described with reference to the accompanying drawings. 1 to 5 show an embodiment of the present invention. In these figures, reference numeral A denotes a segment tightening device, which is provided with a PC steel material 1, a tightening bolt 2, a tightening nut 3, washers 4, 5, and a gripper 7.

【0015】PC鋼材1は適度な可撓性を持つ鋼より線
とされ、長方形のセグメントSa,Sbにシース管9で
形成された挿通孔Sah,Sbhに挿通させることがで
きる。
The PC steel material 1 is made of a steel strand having appropriate flexibility, and can be inserted through the insertion holes Sah, Sbh formed by the sheath tube 9 in the rectangular segments Sa, Sb.

【0016】締付けボルト2はPC鋼材1の端部1aに
溶接やかしめなどの取付手段で一体に取り付けられてい
る。この締付けボルト2には、締付けナット3を螺着
し、また座金4を嵌合して挿通孔Sahの段部Sadに
係止させることができるようになっている。座金5は、
挿通孔Sbhの段部Sbdに係止させて用いられる。
The fastening bolt 2 is integrally attached to the end 1a of the PC steel material 1 by an attachment means such as welding or caulking. A tightening nut 3 is screwed onto the tightening bolt 2, and a washer 4 is fitted into the tightening bolt 2 so that the tightening nut 2 can be locked to the step Sad of the insertion hole Sah. Washer 5
It is used by being locked to the step Sbd of the insertion hole Sbh.

【0017】把持具7は、筒体11と、複数の楔体12
と、付勢ばね13とを有する。筒体11の一端には先細
りのテーパ孔11aが設けられ、また他端にはねじ部1
1bが設けられている。筒体11はねじ部11bの螺合
によって締付けボルト2に取り付けることができる。
The grip 7 includes a cylindrical body 11 and a plurality of wedge bodies 12.
And a biasing spring 13. A tapered tapered hole 11a is provided at one end of the cylindrical body 11, and a threaded portion 1 is provided at the other end.
1b is provided. The cylindrical body 11 can be attached to the tightening bolt 2 by screwing the screw portion 11b.

【0018】各楔体12は、互いの中心部にPC鋼材1
の挿入固定孔12hを形成して環状に配置された状態
で、その外周面をテーパ孔11aの内周面に触れさせて
筒体11の長手方向に移動自在にテーパ孔11aに装入
されている。
Each wedge body 12 has a PC steel material 1 at the center of each other.
With the insertion fixing hole 12h formed and annularly arranged, the outer peripheral surface thereof is brought into contact with the inner peripheral surface of the tapered hole 11a, and is inserted into the tapered hole 11a so as to be movable in the longitudinal direction of the cylindrical body 11. I have.

【0019】付勢ばね13は、挿入固定孔12hが縮径
するように各楔体12をテーパ孔11aの小径の先端側
に付勢するものであり、固定板15と楔体12の間に設
けられている。固定板15は筒体11に固定されてい
る。
The biasing spring 13 biases each wedge body 12 toward the tip end of the tapered hole 11a so as to reduce the diameter of the insertion fixing hole 12h. Is provided. The fixing plate 15 is fixed to the cylinder 11.

【0020】上記の構成とされたセグメントの締付け装
置Aは、例えば、PC鋼材1をセグメントSa,Sbの
挿通孔Sah,Sbhに挿通させてその端部1bを連結
孔Sbr内の把持具7のテーパ孔11aに押し込むと、
楔体12が付勢ばね13を圧縮して図1と図2で右に後
退し、PC鋼材1の押込力によって、挿入固定孔12h
を拡径させてその固定孔12hにPC鋼材1の端部1b
を挿入させる。
The segment tightening device A having the above-described structure, for example, allows the PC steel material 1 to be inserted through the insertion holes Sah and Sbh of the segments Sa and Sb, and the end 1b of the holding member 7 in the connection hole Sbr. When pushed into the tapered hole 11a,
The wedge body 12 compresses the biasing spring 13 and retreats to the right in FIGS. 1 and 2, and the insertion fixing hole 12 h is pressed by the pushing force of the PC steel material 1.
And the end 1b of the PC steel material 1 is inserted into the fixing hole 12h.
Insert.

【0021】この状態でPC鋼材1の押込みを止める
と、楔体12が付勢ばね13で前進させられて挿入固定
孔12hを縮径させる。このため、PC鋼材1は楔体1
2によって把持されることとなる。PC鋼材1を筒体1
1から引き抜こうとしても、楔体12がPC鋼材1に追
従してテーパ孔11aの小径の先端側に動かされ挿入固
定孔12hを一層縮径させて把持力を強めるので、PC
鋼材1を把持具7から引き抜くことができない。
When the pushing of the PC steel 1 is stopped in this state, the wedge body 12 is advanced by the biasing spring 13 to reduce the diameter of the insertion fixing hole 12h. For this reason, the PC steel 1 is the wedge 1
2 will be grasped. PC steel 1 to cylindrical body 1
Even if the wedge body 12 is to be pulled out from the base material 1, the wedge body 12 follows the PC steel material 1 and is moved toward the distal end of the tapered hole 11a to further reduce the diameter of the insertion fixing hole 12h to increase the gripping force.
The steel material 1 cannot be pulled out of the gripper 7.

【0022】セグメントを環状に組み付けるたびに、上
記の操作でPC鋼材1,1どうしを連結する。そして、
最後に、例えば、トンネルの内側に開口して設けられた
凹部Saoの締付けナット3を締め付けてプレストレス
を導入し、複数のセグメントどうしを一体に接合する。
Each time the segments are assembled in a ring, the PC steel materials 1 and 1 are connected by the above operation. And
Lastly, for example, a prestress is introduced by tightening the tightening nut 3 of the concave portion Sao provided inside the tunnel, and a plurality of segments are integrally joined.

【0023】図4のセグメントScの挿通孔Schに
は、両端部に締付けボルト2を取り付けてこれに把持具
7を螺着したPC鋼材1が挿通され、またセグメントS
dの挿通孔Sdhには、一方の端部に締付けボルト2を
取り付けて把持具7を螺着したPC鋼材1が挿通されて
いる。
In the insertion hole Sch of the segment Sc shown in FIG. 4, a PC steel material 1 in which a fastening bolt 2 is attached to both ends and a holding tool 7 is screwed is inserted.
The PC steel material 1 in which the fastening bolt 2 is attached to one end and the holding tool 7 is screwed is inserted into the insertion hole Sdh of d.

【0024】図1はセグメントSa,SbのPC鋼材1
とセグメントSc又はセグメントSdのPC鋼材1の連
結状態を示すが、セグメントScとセグメントSdのP
C鋼材1,1の連結、及びセグメントSd,SdのPC
鋼材1,1の連結も上記と基本的に同一である。連結孔
Sbrは、例えば、図1の2点鎖線のように、他のセグ
メントSa,Sc,Sdにも必要に応じて設けられる。
セグメントScは、ベースセグメントとして他のセグメ
ントSa,Sb,Sdよりも長さ寸法が大きくされてい
る。
FIG. 1 shows a PC steel material 1 of the segments Sa and Sb.
And the connection state of the PC steel material 1 of the segment Sc or the segment Sd.
Connection of C steel materials 1, 1 and PC of segments Sd, Sd
The connection of the steel materials 1, 1 is basically the same as described above. The connection holes Sbr are provided in other segments Sa, Sc, and Sd as necessary, for example, as indicated by a two-dot chain line in FIG.
The segment Sc has a longer length as a base segment than the other segments Sa, Sb, and Sd.

【0025】セグメントSa,Sb,Sc,Sdは、挿
通孔が開口した接合面Saf,Sbf,Scf,Sdf
を他のセグメントの接合面に当接させて接合される。
The segments Sa, Sb, Sc, and Sd are joined surfaces Saf, Sbf, Scf, and Sdf where the insertion holes are opened.
Is brought into contact with the joining surface of another segment to be joined.

【0026】図6は、六角形セグメントSmの接合例を
示す。この例では、互いに向き合う斜辺の接合面Sm
f,Smfの間に挿通孔(図示せず)を設けた6個のセ
グメントSmが、接合面Smfを互いに当接させてトン
ネルの長手方向(図6では上下方向)に見て環状(実際
には螺旋状)に組み付けられ、挿通孔に挿通されて把持
具7で一体に連結された3本のPC鋼材1でプレストレ
スを導入されて接合されている。把持具7は前記のよう
にPC鋼材1の端部に取り付けられた締付けボルト2に
螺着されている。
FIG. 6 shows an example of joining hexagonal segments Sm. In this example, the joining surfaces Sm of the oblique sides facing each other
Six segments Sm provided with insertion holes (not shown) between f and Smf make the joining surfaces Smf abut each other to form an annular shape (actually in the longitudinal direction of the tunnel (up and down direction in FIG. 6)). Are pre-stressed and joined by three PC steel materials 1 which are inserted into the insertion holes and integrally connected by the gripper 7. The gripper 7 is screwed to the tightening bolt 2 attached to the end of the PC steel material 1 as described above.

【0027】図6で2個の締付けボルト2が隣接して設
けられている部分がPC鋼材1の締付け部であり、セグ
メントSm1個宛順次ずらされている。締付け装置Aの
構造及びセグメントの基本的な構造は図1〜図5のもの
と同じである。
In FIG. 6, a portion where two tightening bolts 2 are provided adjacent to each other is a tightening portion of the PC steel material 1, which is sequentially shifted by one segment Sm. The structure of the tightening device A and the basic structure of the segments are the same as those in FIGS.

【0028】図7は、2組の互いに向き合わされた斜辺
の接合面Smf,Smfの間にそれぞれ設けられた挿通
孔(図示せず)にPC鋼材1をそれぞれ挿通させてプレ
ストレスを導入しセグメントSmを接合した例である。
2組の接合面Smf,Smf間の2本の挿通孔どうし
は、セグメントSmの厚さ方向にずらして互いに連通す
ることなく平面視でX状に交差して形成されている。他
の構造は図6のものと同じであるので、同一の部材等に
同一の符号を付して説明を省略する。
FIG. 7 shows a case where the PC steel material 1 is inserted into insertion holes (not shown) provided between the two sets of joining surfaces Smf and Smf of the oblique sides facing each other to introduce prestress and to apply segments. This is an example of bonding Sm.
The two insertion holes between the two sets of joining surfaces Smf, Smf are formed so as to intersect in an X shape in plan view without being shifted in the thickness direction of the segment Sm and communicating with each other. Since the other structure is the same as that of FIG. 6, the same members and the like are denoted by the same reference numerals and description thereof is omitted.

【0029】図8ないし図10は、3本の挿通孔Svh
を持つ六角形セグメントSvと、2本の挿通孔Swhを
持つ他の六角形セグメントSwの接合例である。
FIGS. 8 to 10 show three insertion holes Svh.
7 is a joining example of a hexagonal segment Sv having a hexagonal segment and another hexagonal segment Sw having two insertion holes Swh.

【0030】セグメントSvの2本の挿通孔Svhは、
2組の互いに向き合う斜辺の接合面Svf,Svf間
に、切羽側の端部を3/8位置(図9参照)に坑口側の
端部を6/8位置にそれぞれ開口させ、かつセグメント
Svの厚さ方向にずらして互いに連通することなく平面
視でX状に交差して設けられ、他の1本の挿通孔Svh
は、2/8位置に側辺と平行に設けられている。また、
セグメントSwの2本の挿通孔Swhは、2/8位置と
6/8位置に、両端部を接合面Swfに開口させて側辺
と平行に設けられている。
The two insertion holes Svh of the segment Sv are
Between the two sets of joining surfaces Svf and Svf of the oblique sides facing each other, the end on the face side is opened at the 3/8 position (see FIG. 9), and the end on the wellhead side is opened at the 6/8 position. It is provided so as to intersect in an X shape in a plan view without being communicated with each other while being shifted in the thickness direction, and is provided with another insertion hole Svh.
Are provided in the 2/8 position in parallel with the side. Also,
The two insertion holes Swh of the segment Sw are provided at the 2/8 position and the 6/8 position in such a manner that both ends are opened to the joint surface Swf and are parallel to the side.

【0031】この例では、図8に示すように、2個のセ
グメントSvと4個のセグメントSwが接合面Svf,
Swfを互いに当接させるとともに挿通孔Svh,Sw
hを互いに連通させて環状に組み付けられ、挿通孔Sv
h,Swhに挿通された前記締付け装置AのPC鋼材1
(図示せず)にプレストレスを導入されて接合されてい
る。なお、PC鋼材1の締付けは、挿通孔Svhの3/
8位置の端部で行う。
In this example, as shown in FIG. 8, two segments Sv and four segments Sw are joined to the joint surfaces Svf,
Swf and the insertion holes Svh and Sw
h are communicated with each other and are assembled in an annular shape.
h, PC steel material 1 of the tightening device A inserted through Swh
(Not shown) and joined by introducing prestress. In addition, the tightening of the PC steel material 1 is 3/3 of the insertion hole Svh.
Perform at the end of 8 positions.

【0032】図8の接合構造では、従来のパイプ21,
24(図11)が不要でコストを低減することができ、
また配置が単純になる。接合面Svf,Svf、Sw
f,Swfの角度αが120度のセグメントSv,Sw
よりも、150〜180度のセグメントSv,Swの方
がプレストレスを入れやすい。
In the joint structure shown in FIG.
24 (FIG. 11) is unnecessary, and the cost can be reduced.
Also, the arrangement is simplified. Joint surfaces Svf, Svf, Sw
segments Sv and Sw in which the angle α of f and Swf is 120 degrees
The prestress is more easily applied to the segments Sv and Sw of 150 to 180 degrees than to the segments Sv and Sw.

【0033】セグメントSa,Sb,Sc,Sd,Sm
に図11のパイプ21,24を設け、PC鋼材1の端部
をトンネルの内側に引き出してプレストレスを導入する
ことも可能である。接合構造は上記に限られるものでは
なく、種々変更することができる。
Segments Sa, Sb, Sc, Sd, Sm
It is also possible to provide the pipes 21 and 24 of FIG. 11 and draw out the end of the PC steel material 1 inside the tunnel to introduce prestress. The joining structure is not limited to the above, and can be variously changed.

【0034】[0034]

【発明の効果】以上説明したように、請求項1又は2記
載の発明によれば、セグメントの組付けの進行に合わせ
て短いPC鋼材を挿通孔に挿通させ、何本かのPC鋼材
を長く継ぎ足すことができる。したがって、セグメント
の挿通孔に対するPC鋼材の挿通が容易になり、接合作
業を能率よく行って工期を短縮することができる。
As described above, according to the first or second aspect of the present invention, a short PC steel material is inserted into an insertion hole in accordance with the progress of assembly of a segment, and some PC steel materials are lengthened. Can be added. Therefore, it becomes easy to insert the PC steel material into the insertion hole of the segment, and the joining operation can be performed efficiently and the construction period can be shortened.

【0035】また、請求項3記載の発明によれば、トン
ネルの内側にPC鋼材を引き出すパイプが不要で、コス
トを低減することができる。
Further, according to the third aspect of the present invention, there is no need for a pipe for drawing out the PC steel material inside the tunnel, and the cost can be reduced.

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

【図1】 本発明の実施の形態を示す断面図である。FIG. 1 is a sectional view showing an embodiment of the present invention.

【図2】 把持具の断面図である。FIG. 2 is a cross-sectional view of the gripper.

【図3】 楔体の正面図である。FIG. 3 is a front view of a wedge body.

【図4】 環状に接合したセグメントの正面略図であ
る。
FIG. 4 is a schematic front view of an annularly joined segment.

【図5】 セグメントの平面略図である。FIG. 5 is a schematic plan view of a segment.

【図6】 セグメントの他の接合例を示す展開略図であ
る。
FIG. 6 is a schematic development view showing another example of joining segments.

【図7】 セグメントの別の接合例を示す展開略図であ
る。
FIG. 7 is a developed schematic diagram showing another example of joining segments.

【図8】 セグメントの更に他の接合例を示す展開略図
である。
FIG. 8 is a developed schematic view showing still another example of joining segments.

【図9】 図8のセグメントの平面略図である。FIG. 9 is a schematic plan view of the segment of FIG. 8;

【図10】 同じく、側面図である。FIG. 10 is also a side view.

【図11】 従来のセグメントの接合構造を示す正面略
図である。
FIG. 11 is a schematic front view showing a conventional segment joining structure.

【符号の説明】[Explanation of symbols]

A 締付け装置 Sa,Sb,Sc,Sd,Sm,Sv,Sw セグメン
ト Sah,Sbh,Sch,Sdh,Svh,Swh 挿
通孔 Saf,Sbf,Scf,Sdf,Smf,Svf,S
wf 接合面 1 PC鋼材 1a,1b 端部 2 締付けボルト 3 締付けナット 7 把持具 9 シース管 11 筒体 11a テーパ孔 11b ねじ部 12 楔体 12h 挿入固定孔 13 付勢ばね
A Tightening device Sa, Sb, Sc, Sd, Sm, Sv, Sw Segment Sah, Sbh, Sch, Sdh, Svh, Swh Insertion holes Saf, Sbf, Scf, Sdf, Smf, Svf, Sv
wf Joining surface 1 PC steel 1a, 1b End 2 Tightening bolt 3 Tightening nut 7 Gripping tool 9 Sheath tube 11 Cylindrical body 11a Tapered hole 11b Screw portion 12 Wedge body 12h Insert fixing hole 13 Biasing spring

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 セグメントに設けられた挿通孔に挿通
されるPC鋼材の一方端部又は両端部に、締付けボルト
が取り付けられ、 該締付けボルトに、一端に先細りのテーパ孔が設けられ
るとともに他端に上記締付けボルトに螺着されるねじ部
が設けられた筒体と、互いの中心部にPC鋼材の挿入固
定孔を形成して環状に配置されるとともに外周面をテー
パ孔の内周面に触れさせて上記筒体の長手方向に移動自
在にテーパ孔に装入された複数の楔体と、上記挿入固定
孔が縮径するように上記楔体をテーパ孔の小径の先端側
に付勢して筒体内に設けられた付勢ばねとを備えた把持
具が付設されたことを特徴とするセグメントの締付け装
置。
1. A tightening bolt is attached to one end or both ends of a PC steel material inserted into an insertion hole provided in a segment, and the tightening bolt has a tapered tapered hole at one end and the other end. And a cylindrical body provided with a screw portion to be screwed to the tightening bolt, and a PC steel material insertion fixing hole is formed in the center of each other and annularly arranged, and the outer peripheral surface is formed on the inner peripheral surface of the tapered hole. A plurality of wedges which are inserted into the tapered holes so as to be movable in the longitudinal direction of the cylindrical body, and bias the wedges toward the small diameter tip side of the tapered holes so as to reduce the diameter of the insertion fixing holes. And a gripper having a biasing spring provided in the cylindrical body.
【請求項2】 請求項1記載の締付け装置のPC鋼材
を挿通孔に挿通させたセグメントどうしが、一方のセグ
メントのPC鋼材の端部を他方のセグメントの把持具に
把持させて、挿通孔が開口された接合面を互いに当接さ
せ、PC鋼材にプレストレスを導入されて一体に接合さ
れたことを特徴とするセグメントの接合構造。
2. The segment in which the PC steel material of the fastening device according to claim 1 is inserted through the insertion hole, the end of the PC steel material of one segment is gripped by the gripper of the other segment, and the insertion hole is formed. A joining structure of segments, wherein the opened joining surfaces are brought into contact with each other, and prestress is introduced into the PC steel material to be joined integrally.
【請求項3】 2組の互いに向き合う斜辺の接合面間
にそれぞれ設けられた各挿通孔に請求項1記載の締付け
装置のPC鋼材が挿通され、該PC鋼材に対するプレス
トレスの導入によって六角形セグメントどうしが接合さ
れたセグメントの接合構造であって、 上記PC鋼材の一方の端部が斜辺の接合面に固定された
ことを特徴とするセグメントの接合構造。
3. The PC steel material of the tightening device according to claim 1, wherein the PC steel material is inserted into each of the insertion holes provided between the two sets of the joining surfaces of the oblique sides facing each other, and a hexagonal segment is formed by introducing prestress into the PC steel material. What is claimed is: 1. A joining structure of segments, wherein one end of the PC steel material is fixed to a joining surface of a hypotenuse.
JP2000270611A 2000-09-06 2000-09-06 Fastener of segment and joining structure of segment Pending JP2002081295A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000270611A JP2002081295A (en) 2000-09-06 2000-09-06 Fastener of segment and joining structure of segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000270611A JP2002081295A (en) 2000-09-06 2000-09-06 Fastener of segment and joining structure of segment

Publications (1)

Publication Number Publication Date
JP2002081295A true JP2002081295A (en) 2002-03-22

Family

ID=18757025

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000270611A Pending JP2002081295A (en) 2000-09-06 2000-09-06 Fastener of segment and joining structure of segment

Country Status (1)

Country Link
JP (1) JP2002081295A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008240366A (en) * 2007-03-27 2008-10-09 Okumura Corp Anchoring structure
JP7433270B2 (en) 2021-03-31 2024-02-19 株式会社Ihi建材工業 Segment assembly structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008240366A (en) * 2007-03-27 2008-10-09 Okumura Corp Anchoring structure
JP7433270B2 (en) 2021-03-31 2024-02-19 株式会社Ihi建材工業 Segment assembly structure

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