JP2006169879A - Joint structure for segment - Google Patents

Joint structure for segment Download PDF

Info

Publication number
JP2006169879A
JP2006169879A JP2004366114A JP2004366114A JP2006169879A JP 2006169879 A JP2006169879 A JP 2006169879A JP 2004366114 A JP2004366114 A JP 2004366114A JP 2004366114 A JP2004366114 A JP 2004366114A JP 2006169879 A JP2006169879 A JP 2006169879A
Authority
JP
Japan
Prior art keywords
joint
segment
joining
receiving hole
groove
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
JP2004366114A
Other languages
Japanese (ja)
Other versions
JP4490250B2 (en
Inventor
Yoichi Moriya
洋一 守屋
Shoji Okamoto
章司 岡本
Kimihiro Yoshida
公宏 吉田
Yuzo Yamamoto
裕三 山本
Hirohide Hashimoto
博英 橋本
Takashi Kunito
崇 國藤
Tsukasa Nanba
司 南波
Hisashi Nanba
壽 南波
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.)
SHIZUOKA KEISOZAI KK
Obayashi Corp
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
Original Assignee
SHIZUOKA KEISOZAI KK
Obayashi Corp
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 SHIZUOKA KEISOZAI KK, Obayashi Corp, Ishikawajima Kenzai Kogyo Co Ltd, Ishikawajima Construction Materials Co Ltd filed Critical SHIZUOKA KEISOZAI KK
Priority to JP2004366114A priority Critical patent/JP4490250B2/en
Publication of JP2006169879A publication Critical patent/JP2006169879A/en
Application granted granted Critical
Publication of JP4490250B2 publication Critical patent/JP4490250B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To easily and rapidly mount a female type joint on a male type joint without using a jig or the like, and to surely prevent the accompanying movement of the female type joint by the movement of the male type joint without using a repulsive member. <P>SOLUTION: In a joint structure for a segment, a pair of joining-member control grooves 11 composed of deep grooves 11d and shallow grooves 11c are formed to the outer peripheral section of the receiving hole 2 of one segment 1A, and a pair of flanges 12 are mounted on outer peripheral sections at centers in the axial direction of the joining members 5A of the female type joints 4A in response to the joining-member control grooves 11. In the joint structure, the flanges 12 permit movements to the bottom-section sides of the receiving holes 2 from the places of the engagements of the engaging head sections 3a of the male type joints 3 and the engaging members 5A of the joining members 5A at places corresponding to the deep grooves 11d of the joining-member control grooves 11. In the joint structure, the flanges 12 prevent movements to the bottom-section sides of the receiving holes 2 from the places of the engagements of the engaging head sections 3a and the joining members 9 of the joining members 5A by abuttings against the bases of the shallow grooves 11c at places corresponding to the insides of the shallow groves 11c. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、シールドトンネルの覆工用として使用されるコンクリートセグメント等のセグメント同士を接合するセグメント用継手構造に関するものである。   The present invention relates to a joint structure for a segment that joins segments such as a concrete segment used for lining a shield tunnel.

従来、この種のセグメント用継手構造として、接合面に形成した受け穴内に雄型継手を固定して設けたセグメント同士を前記接合面で突き合わせ、各セグメントの前記受け穴に跨って嵌入された雌型継手によって前記雄型継手同士を連結することによりセグメント同士を接合するようにしたものが知られている(例えば、特許文献1参照)。このセグメント用継手構造は、図8に示すように、セグメント1に、その接合面1a側を大径に開口され底部側を小径にした有底のテーパ穴からなる受け穴2が設けられ、係合頭部3aとその背部の係合段部3bとを有する棒状の雄型継手3が、前記係合頭部3aの先端面3cを前記接合面1aから所定量没入させ、接合面1aに垂直にした状態で前記受け穴2の底部2aの中央に埋設して固定されている。一方、雌型継手4が、軸方向の中央部を大径とし両端部を小径として前記受け穴2に整合するテーパ筒5a,5aを両側に設けてなる鼓状の接合部材5と、軸方向に沿うスリット6aを周方向に所定間隔をあけて設けた先窄まりのテーパ筒状の爪部材6が、その基端部を可撓性を有する環状の連結片7を介して支持リング8に連結され、その先端部を径方向に弾性的に拡縮可能に形成されてなる係合部材9とを備え、該係合部材9が、前記爪部材6をテーパ筒5a,5aの奥部側に向くようにして、前記支持リング8を介して前記接合部材5の両側の開口端部に螺合して取り付けられた構成とされている。   Conventionally, as this type of joint structure for a segment, a female joint is provided in which a male joint is fixed in a receiving hole formed on the joint surface, but the segments are abutted with each other and are fitted over the receiving holes of each segment. There is known a technique in which segments are joined by connecting the male joints with a mold joint (see, for example, Patent Document 1). In this segment joint structure, as shown in FIG. 8, the segment 1 is provided with a receiving hole 2 comprising a bottomed tapered hole having a large diameter on the joining surface 1a side and a small diameter on the bottom side. A rod-shaped male joint 3 having a joint 3a and an engagement step 3b on the back of the joint 3a has a distal end surface 3c of the engagement head 3a immersed in a predetermined amount from the joint surface 1a, and is perpendicular to the joint surface 1a. In this state, it is embedded and fixed in the center of the bottom 2a of the receiving hole 2. On the other hand, the female joint 4 has a drum-shaped joint member 5 formed on both sides with tapered cylinders 5a and 5a aligned with the receiving hole 2 with a large diameter at the center in the axial direction and a small diameter at both ends. A tapered cylindrical claw member 6 having slits 6a extending along the circumferential direction at predetermined intervals is provided on the support ring 8 via an annular connecting piece 7 having a flexible base end portion. And an engagement member 9 formed so that its distal end portion can be elastically expanded and contracted in the radial direction. The engagement member 9 places the claw member 6 on the back side of the tapered cylinders 5a and 5a. It is set as the structure which screwed and attached to the opening edge part of the both sides of the said joining member 5 through the said support ring 8 so that it might face.

そして、セグメント1,1同士を接合する際には、図8(a)に示すように、トンネルの坑口側に既設の一方(図8で左方)のセグメント1の受け穴2に、前記雌型継手4の接合部材5の一方側(図8で左側)のテーパ筒5aの外周部を差し込んで、前記係合部材9の内部に雄型継手3を挿入させると、該雄型継手3の係合頭部3aによって前記爪部材6が拡径され、係合頭部3aの通過後に縮径されて、爪部材6の先端の係合端部6bが係合頭部3aの係合段部3bに当接されて、雌型継手4が雄型継手3から離脱しないように係合て連結される。しかる後に、切羽側の他方(図8で右方)のセグメント1を前記一方のセグメント1側へ移動させて、その受け穴2に前記雌型継手4の接合部材5の他方側(図8で右側)のテーパ筒5aの外周部を差し込むと同時に、雄型継手3の係合頭部3aを接合部材5における他方側の爪部材6の内側に挿入させると、前記と同様にして、接合部材5における他方側の爪部材6の係合端部6bが、他方のセグメント1の雄型継手3における係合頭部3aの係合段部3bに当接されて、前記雌型継手4から他方のセグメント1の雄型継手3が離脱しないように係合されて、雌型継手4による各雄型継手同士が連結される(図8(b)参照)。
特開2004−137840号公報
When the segments 1 and 1 are joined to each other, as shown in FIG. 8 (a), the female hole is inserted into the receiving hole 2 of one segment 1 (left side in FIG. 8) existing on the tunnel well side. When the outer periphery of the tapered cylinder 5a on one side (left side in FIG. 8) of the joint member 5 of the mold joint 4 is inserted and the male joint 3 is inserted into the engagement member 9, the male joint 3 The diameter of the claw member 6 is increased by the engagement head 3a, the diameter is reduced after passing through the engagement head 3a, and the engagement end 6b at the tip of the claw member 6 is the engagement step of the engagement head 3a. The female joint 4 is engaged with and connected to the male joint 3 so as not to be detached from the male joint 3. Thereafter, the other segment 1 on the face side (right side in FIG. 8) is moved to the one segment 1 side, and the other side of the joining member 5 of the female joint 4 (in FIG. When the outer peripheral portion of the right-side tapered cylinder 5a is inserted and the engaging head 3a of the male joint 3 is inserted into the inside of the claw member 6 on the other side of the joining member 5, the joining member is similar to the above. 5, the engagement end 6b of the other claw member 6 is brought into contact with the engagement step 3b of the engagement head 3a of the male joint 3 of the other segment 1 so that the female joint 4 The male joints 3 of the segment 1 are engaged so as not to be detached, and the male joints by the female joints 4 are connected to each other (see FIG. 8B).
JP 2004-137840 A

前記セグメント用継手構造においては、他方のセグメント1の雄型継手3が、一方のセグメント1の雄型継手3に連結されている雌型継手4に連結される際に、該雌型継手4が、他方のセグメント1の雄型継手3の移動方向に、該雄型継手3の係合頭部3aにより前記雌型継手4の爪部材6に作用する押圧力で連れ動かないようにするために、前記接合部材5の中央内部に設けた受圧板5bと、一方のセグメント1における雄型継手3の係合頭部3aの先端面3cとの間に、ゴム等の弾性板からなる反発部材10が他方のセグメント1側に前記接合部材5を付勢して設けられている。
このため、前記雌型継手4内に一方のセグメント1の雄型継手3を挿入して、雄型継手3における係合頭部3aの係合段部3bに一方側の係合部材9の爪部材6を係合させる際に、前記反発部材10によって大きな反発力が雌型継手4の押し込み方向と反対方向に作用するので、前記係合操作は人力で行うことができず、適当な治具を用いて行わねばならず、操作が複雑となり、雌型継手4を一方のセグメントの雄型継手3に迅速に装着させることができない問題があった。
また、前記反発部材10を使用する場合には、その反発力が適切であるか否かを予め実験によって確認しておく必要があり、取り扱いが不便であった。
In the joint structure for segments, when the male joint 3 of the other segment 1 is connected to the female joint 4 connected to the male joint 3 of the one segment 1, the female joint 4 In order to prevent the male joint 3 of the other segment 1 from being moved in the moving direction by the pressing force acting on the claw member 6 of the female joint 4 by the engaging head 3a of the male joint 3. Between the pressure receiving plate 5b provided in the center of the joining member 5 and the front end surface 3c of the engaging head 3a of the male joint 3 in one segment 1, a repulsive member 10 made of an elastic plate such as rubber. Is provided by urging the joining member 5 on the other segment 1 side.
For this reason, the male joint 3 of one segment 1 is inserted into the female joint 4, and the claw of the engagement member 9 on one side is inserted into the engagement step 3b of the engagement head 3a of the male joint 3. When the member 6 is engaged, a large repulsive force is exerted by the repulsive member 10 in the direction opposite to the pushing direction of the female joint 4, so that the engaging operation cannot be performed manually, and an appropriate jig is used. There is a problem that the operation is complicated and the female joint 4 cannot be quickly attached to the male joint 3 of one segment.
Moreover, when using the said repulsive member 10, it was necessary to confirm beforehand by experiment whether the repulsive force was appropriate, and handling was inconvenient.

本発明は、上記事情に鑑みてなされたものであって、一方のセグメントの雄型継手への雌型継手の装着を、治具等を使用することなく、人手により容易、迅速に行うことができると共に、一方のセグメントの雄型継手に装着された雌型継手に他方のセグメントの雄型継手を装着させる場合に、該雄型継手の移動に伴う前記雌型継手の連れ動きを、反発部材を使用することなく確実に防止することができるセグメント用継手構造を提供することを目的とする。   The present invention has been made in view of the above circumstances, and it is possible to easily and quickly manually attach a female joint to a male joint of one segment without using a jig or the like. In addition, when the male joint of the other segment is attached to the female joint attached to the male joint of one segment, the repulsive member moves the accompanying movement of the female joint accompanying the movement of the male joint. It aims at providing the joint structure for segments which can prevent reliably, without using.

本発明は、前記課題を解決するために、以下の点を特徴としている。
すなわち、請求項1に係るセグメント用継手構造は、接合面に受け穴を形成し、先端面を該接合面から受け穴内に没入させた係合頭部を有する棒状の雄型継手を前記受け穴の底部に固定して設けた一対のセグメント同士を、前記接合面で突き合わせると共に、筒状の接合部材の両端側の内部にそれぞれ係合部材を設けてなる雌型継手を各セグメントの受け穴に跨って嵌入させ、前記接合部材の内部に挿入された各雄型継手の係合頭部に前記各係合部材を係合させて、前記雌型継手で各雄型継手同士を連結することによりセグメント同士を接合するセグメント用継手構造であって、
前記一方のセグメントの受け穴の外周部には、該受け穴の周方向に沿って、所定深さの深溝とこれに連絡された浅溝とからなる接合部材規制溝が複数個設けられ、前記雌型継手の接合部材の軸方向中央における外周部には、前記接合部材規制溝に対応させて複数のフランジが前記接合部材の周方向に沿って設けられ、該フランジは、前記接合部材規制溝の深溝に対応する位置に位置合わせられたとき、前記接合部材が前記係合頭部と係合部材との係合位置から前記受け穴の底部側へ移動するのを許容し、前記浅溝内に対応する位置に位置合わせられたとき、前記浅溝の底面に当接して前記接合部材が前記係合頭部と係合部材との係合位置から前記受け穴の底部側へ移動するのを阻止する構成とされていることを特徴としている。
The present invention is characterized by the following points in order to solve the above problems.
That is, in the joint structure for a segment according to claim 1, a rod-shaped male joint having an engaging head in which a receiving hole is formed in the joining surface and a tip surface is immersed in the receiving hole from the joining surface is provided in the receiving hole. A pair of segments fixed to the bottom of each of the segments are butted against each other at the joint surface, and female joints each having engagement members provided inside the both ends of the tubular joint member are received by the receiving holes of the segments. The male joints are engaged with each other by engaging the engaging members with the engaging heads of the male joints inserted into the joining members. A segment joint structure for joining segments together by
A plurality of joining member regulating grooves each including a deep groove having a predetermined depth and a shallow groove communicated with the deep groove are provided on the outer peripheral portion of the receiving hole of the one segment along the circumferential direction of the receiving hole, A plurality of flanges are provided along the circumferential direction of the joining member corresponding to the joining member restricting groove at the outer peripheral portion in the axial center of the joining member of the female joint, and the flange includes the joining member restricting groove. The joint member is allowed to move from the engagement position of the engagement head and the engagement member to the bottom side of the receiving hole when aligned with the position corresponding to the deep groove of the shallow groove. The joint member moves from the engagement position between the engagement head and the engagement member toward the bottom side of the receiving hole by contacting the bottom surface of the shallow groove. It is characterized by being configured to prevent.

請求項2に係るセグメント用継手構造は、請求項1に記載のセグメント用継ぎ手構造において、前記各浅溝は前記深溝側が深くその反対側が浅くなるように傾斜され、前記各フランジは、前記接合部材規制溝の底面側を向く面が前記浅溝の傾斜面に整合する傾斜面として形成されていることを特徴としている。   The joint structure for a segment according to claim 2 is the joint structure for a segment according to claim 1, wherein each shallow groove is inclined so that the deep groove side is deep and the opposite side is shallow, and each flange is formed by the joint member. The surface facing the bottom surface side of the restriction groove is formed as an inclined surface that matches the inclined surface of the shallow groove.

本発明によれば、以下の優れた効果を奏する。
すなわち、請求項1に係るセグメント用継手構造によれば、セグメント同士を突き合わせて接合する場合、一方のセグメントの接合部材規制溝の深溝の位置に雌型継手における接合部材のフランジを位置合わせして、一方のセグメントの雄型継手に前記接合部材を押し込むことにより、前記係合頭部に対し前記係合部材を容易に係合させることができて、前記雄型継手に雌型継手を装着することができる。また、一方のセグメントの雄型継手に装着された雌型継手を、その軸回りに回転して、前記接合部材のフランジを、一方のセグメントの前記接合部材規制溝の深溝から浅溝に移行させて位置合わせをして、その当接面を前記浅溝の底面に当接させることにより、前記接合部材が、一方のセグメントの雄型継手に対して受け穴の底部側へ移動するのを阻止した状態とすることができるので、他方のセグメントの雄型継手の移動に伴ってその移動方向へ前記雌型継手が連れ動くのを確実に防止することができて、一方のセグメントの雄型継手に装着された雌型継手に他方のセグメントの雄型継手を円滑、容易に装着させることができる。
このため、一方のセグメントの雄型継手への雌型継手の装着を、治具等を使用することなく、作業者の手により容易、迅速に行うことができると共に、一方のセグメントの雄型継手に装着された雌型継手に、他方のセグメントの雄型継手を装着させる際に、該雄型継手の移動による前記雌型継手の連れ動きを、従来のように、反発部材を使用することなく確実に防止することができ、これにより、各セグメント同士の接合作業を能率よく行うことができる。
The present invention has the following excellent effects.
That is, according to the joint structure for a segment according to claim 1, when the segments are brought into contact with each other, the flange of the joint member in the female joint is aligned with the deep groove position of the joint member regulating groove of one segment. By pushing the joining member into the male joint of one segment, the engaging member can be easily engaged with the engaging head, and the female joint is attached to the male joint. be able to. Further, the female joint attached to the male joint of one segment is rotated around its axis, and the flange of the joining member is shifted from the deep groove of the joining member regulating groove of the one segment to the shallow groove. The joint member is prevented from moving toward the bottom side of the receiving hole with respect to the male joint of one segment by bringing the contact surface into contact with the bottom surface of the shallow groove. As the male joint of the other segment moves, the female joint can be reliably prevented from moving in the moving direction, and the male joint of one segment can be prevented. The male joint of the other segment can be smoothly and easily attached to the female joint attached to the.
Therefore, the female joint can be easily and quickly attached to the male joint of one segment by the operator's hand without using a jig or the like. When the male joint of the other segment is attached to the female joint attached to the female joint, the movement of the female joint due to the movement of the male joint can be performed without using a repulsive member as in the prior art. It can prevent reliably, and, thereby, the joining operation | work of each segment can be performed efficiently.

また、請求項2に係るセグメント用継手構造によれば、接合部材を回転させることにより、そのフランジを一方のセグメントの接合部材規制溝の深溝から浅溝に容易に移行させて、前記フランジの当接面を前記浅溝の底面に当接させた状態に確実に位置合わせすることができ、これにより、雌型継手の係合部材と雄型継手の係合頭部とを係合させ、かつ雌型継手が他方のセグメントの雄型継手の移動に伴って連れ動きするのを防止するための操作を円滑、容易に行うことができる。   Further, according to the joint structure for a segment according to claim 2, by rotating the joining member, the flange is easily shifted from the deep groove of the joining member restricting groove of one segment to the shallow groove, so that the contact of the flange is reduced. The contact surface can be reliably aligned with the bottom surface of the shallow groove, thereby engaging the engaging member of the female joint with the engaging head of the male joint; and An operation for preventing the female joint from moving along with the movement of the male joint of the other segment can be performed smoothly and easily.

以下、本発明の一実施の形態に係るセグメント用継手構造について添付図面を参照して説明する。なお、図8に示す従来のセグメント用継手構造と同一または同様な部分には同一の符号を付して説明する。
図1〜図3において、1Aは本発明の一実施の形態に係るセグメント用継手構造によって接合される円弧状のコンクリートセグメント(以下、単に「セグメント」という)である。このセグメント1Aは、従来のセグメント1と同様に、その軸方向(トンネルの軸方向)の両端側の接合面1a,1a(図2では一端側のみ図示)には、該接合面1a側を大径に開口され、底部2a側を小径とされた有底のテーパ穴からなる受け穴2が、セグメント1Aの円弧方向に所定間隔をあけて複数個(図1では1個のみ図示)設けられている。前記受け穴2の底部2aの中央には、従来のセグメント用継手構造と同様に、係合頭部3aとその背部に小径部3dを設けて形成した係合段部3bとを有する棒状の雄型継手3が、前記係合頭部3aの先端面3cを受け穴2内に所定量没入させて、前記接合面1aに垂直にした状態で埋設して固定されている。なお、前記雄型継手3の係合頭部3aの先端面3cには、従来の反発部材10は設けられていない。
Hereinafter, a segment joint structure according to an embodiment of the present invention will be described with reference to the accompanying drawings. In addition, the same code | symbol is attached | subjected and demonstrated to the same or similar part as the conventional joint structure for segments shown in FIG.
1 to 3, reference numeral 1 </ b> A denotes an arc-shaped concrete segment (hereinafter simply referred to as “segment”) that is joined by a joint structure for a segment according to an embodiment of the present invention. Similar to the conventional segment 1, the segment 1A has a large joint surface 1a on the joint surfaces 1a, 1a (only one end side is shown in FIG. 2) on both ends in the axial direction (tunnel axial direction). A plurality of receiving holes 2 made of a tapered hole with a bottom and having a small diameter on the bottom 2a side are provided at predetermined intervals in the arc direction of the segment 1A (only one is shown in FIG. 1). Yes. In the center of the bottom 2a of the receiving hole 2, a rod-shaped male having an engaging head 3a and an engaging step 3b formed by providing a small diameter portion 3d on the back thereof, as in the conventional joint structure for a segment. A mold joint 3 is embedded and fixed in a state where a predetermined amount of the front end surface 3c of the engaging head 3a is immersed in the receiving hole 2 and is perpendicular to the joint surface 1a. In addition, the conventional repulsion member 10 is not provided in the front end surface 3c of the engaging head 3a of the male joint 3.

また、前記セグメント1Aの一端側の接合面1aには、前記受け穴2の外周部に一対の扇形の接合部材規制溝11,11が、前記受け穴2の中心Cを挟んで直径方向(具体的には、受け穴2の中心Cを通り、セグメント1Aの円弧の中心と受け穴2の中心Cとを結ぶ直線S1に直角な直線S2の方向)の対称位置において、受け穴2に連通すると共に、接合面1aに開口して設けられている。なお、前記セグメント1Aは、前記接合面1aに受け穴2の外周側において周方向に沿うシール用の溝1bが設けられており、軸方向の一端側の接合面1aのみに前記接合部材規制溝11,11を有する点を除いては従来のセグメント1と同一の構成とされている。   A pair of fan-shaped joining member regulating grooves 11 and 11 are formed on the outer peripheral portion of the receiving hole 2 on the joint surface 1a on one end side of the segment 1A in the diametrical direction (specifically, with the center C of the receiving hole 2 in between). Specifically, it passes through the center C of the receiving hole 2 and communicates with the receiving hole 2 at a symmetrical position (in the direction of a straight line S2 perpendicular to the straight line S1 connecting the center of the arc of the segment 1A and the center C of the receiving hole 2). At the same time, an opening is provided in the joint surface 1a. The segment 1A is provided with a groove 1b for sealing along the circumferential direction on the outer peripheral side of the receiving hole 2 on the joint surface 1a, and the joint member regulating groove only on the joint surface 1a on one end side in the axial direction. The configuration is the same as that of the conventional segment 1 except that it has 11 and 11.

前記接合部材規制溝11,11は、正面視(図1)で、前記受け穴2と同心の円弧の外周壁11aと、受け穴2の直径方向に沿う面を有する両端部壁11b1、11b2とを設け、受け穴2の周方向における中央を境にして、図1で時計方向の前側が浅溝11c、後側が浅溝11cより深い所定深さL1を有する深溝11dとして形成されている。前記浅溝11cと深溝11dとの境には、受け穴2の直径方向に沿い、かつ前記接合面1aに垂直な段差壁11eが形成されている。そして、図3に示すように、前記浅溝11cの底面11fは、前記段差壁11e側の深さL2から前記時計方向前側の端部壁11b1側の深さL3まで徐々に深さが浅くなるように、受け穴2の周方向に沿って傾斜されている。前記深溝11dの底面11gは前記接合面1aに平行な面とされている。   The joining member restricting grooves 11 and 11 are, when viewed from the front (FIG. 1), an arcuate outer peripheral wall 11a concentric with the receiving hole 2, and both end walls 11b1 and 11b2 having surfaces along the diameter direction of the receiving hole 2. 1, with the center in the circumferential direction of the receiving hole 2 as a boundary, the front side in the clockwise direction in FIG. 1 is formed as a shallow groove 11c and the rear side is formed as a deep groove 11d having a predetermined depth L1 deeper than the shallow groove 11c. At the boundary between the shallow groove 11c and the deep groove 11d, a step wall 11e is formed along the diameter direction of the receiving hole 2 and perpendicular to the joint surface 1a. As shown in FIG. 3, the bottom surface 11f of the shallow groove 11c gradually decreases in depth from the depth L2 on the step wall 11e side to the depth L3 on the end wall 11b1 side on the clockwise front side. Thus, it is inclined along the circumferential direction of the receiving hole 2. The bottom surface 11g of the deep groove 11d is a surface parallel to the joint surface 1a.

次に、前記セグメント1Aの受け穴2に嵌入されると共に、突き合わせられたセグメント1A,1Aの雄型継手3,3同士を連結する雌型継手4Aは、図4、図5に示すように、従来のセグメント用継手構造と同様に、軸方向の中央部を大径とし両端部を小径として前記受け穴2に整合するテーパ筒5a,5aを両側に設けてなる鼓状の接合部材5Aと、軸方向に沿うスリット6aを周方向に所定間隔をあけて設けた先窄まりのテーパ筒状の爪部材6が、その基端部を可撓性を有する環状の連結片7を介して支持リング8に連結され、その先端部を径方向に弾性的に拡縮可能に形成されてなる係合部材9とを備え、該係合部材9が、前記爪部材6をテーパ筒5a,5aの内穴5cの奥部側(仕切板5b側)に向くようにして、前記支持リング8を介して前記接合部材5Aの両側の開口端部に螺合して取り付けられた構成とされている。   Next, as shown in FIGS. 4 and 5, a female joint 4A that is inserted into the receiving hole 2 of the segment 1A and connects the male joints 3, 3 of the butted segments 1A, 1A, Similar to the conventional joint structure for a segment, a drum-shaped joining member 5A formed by providing tapered cylinders 5a, 5a on both sides with a large diameter at the center in the axial direction and a small diameter at both ends and matching with the receiving hole 2, A tapered cylindrical claw member 6 provided with slits 6a along the axial direction at predetermined intervals in the circumferential direction has a base end portion thereof supported via an annular connecting piece 7 having flexibility. 8 and an engaging member 9 whose tip is elastically expandable and contractible in the radial direction. The engaging member 9 connects the claw member 6 to the inner holes of the tapered cylinders 5a and 5a. The support ring so as to face the back side of 5c (partition plate 5b side) It has a configuration which is mounted screwed on both sides of the open end of the joint member 5A through.

前記接合部材5Aの外周部には、正面視(図5)で扇形に形成され、側面視(図4)で矩形板状に形成された一対のフランジ12、12が、接合部材5Aの軸方向の中心Sより所定距離eだけ一端方向(図4で左端方向)に位置をずらし、かつ前記接合部材5Aの中心cを挟んで直径方向の対称位置において外側に突き出して一体に設けられている。前記フランジ12,12は、正面視(図5)で、前記接合部材5Aと同心の円弧とした外周部12aと、接合部材5Aの直径方向に沿う両端部12b1、12b2と、接合部材5Aの軸方向の中心Sより前記距離eだけ一端方向に寄った前記軸方向に垂直な表面12c、12cと、該表面12c,12cと反対する側に、接合部材5Aの周方向に沿って、前記浅溝11cの底面11fと同一傾斜の傾斜面として形成した当接面12d、12dとを有している。前記外周部12a,12aを結ぶ直径D1は、前記コンクリートセグメント1Aに形成した各接合部材規制溝11,11の外周壁11a,11aを結ぶ直径Dより僅かに小さくされている。   A pair of flanges 12, 12 formed in a fan shape in a front view (FIG. 5) and in a rectangular plate shape in a side view (FIG. 4) are formed on the outer periphery of the joining member 5 </ b> A in the axial direction of the joining member 5 </ b> A. The position is shifted from the center S by a predetermined distance e in one end direction (left end direction in FIG. 4), and protrudes outward at a symmetric position in the diameter direction across the center c of the joining member 5A. The flanges 12 and 12 are, when viewed from the front (FIG. 5), an outer peripheral portion 12a concentric with the joining member 5A, both end portions 12b1 and 12b2 along the diameter direction of the joining member 5A, and the shaft of the joining member 5A. The surface 12c, 12c perpendicular to the axial direction, which is closer to the one end direction than the center S of the direction, and the shallow groove along the circumferential direction of the joining member 5A on the side opposite to the surface 12c, 12c It has contact surfaces 12d and 12d formed as inclined surfaces having the same inclination as the bottom surface 11f of 11c. A diameter D1 connecting the outer peripheral portions 12a and 12a is slightly smaller than a diameter D connecting the outer peripheral walls 11a and 11a of the respective joining member regulating grooves 11 and 11 formed in the concrete segment 1A.

さらに、前記各フランジ12,12は、その外周部12a,12aの弧長が、前記各接合部材規制溝11,11の外周壁11a,11aの弧長の1/2より僅かに小さく形成され、前記接合部材5Aを前記受け穴2内に嵌着して、受け穴2の周方向におけるフランジ12,12の位置を、各接合部材規制溝11,11の深溝11d,11dに対応する位置に位置合わせした際に、該深溝11d,11d内にフランジ12,12が容易に挿入可能とされ、また、前記浅溝11c,11cに対応する位置に位置合わせした際に、浅溝11c,11cの底面11fに当接面12dが整合して接触され、かつ前記表面12cが前記接合面1aより距離eだけ各接合部材規制溝11,11内に没入されるようになっている。このため、前記フランジ12,12は、図5で時計方向の前側の端部12b1,12b1の厚さt1と後側の端部12b2,12b2の厚さt2が、それぞれ、前記浅溝11c,11cの前記端部壁11b1側の深さL3と前記段差壁11e側の深さL2から前記距離eを減じた厚さに形成されている。
なお、前記雌型継手4Aの接合部材5Aは、前記フランジ12を備えている点を除いては、従来の雌型継手4の接合部材5と同一の構成とされているが、前記接合部材5Aの中央の仕切板5bは、従来のように受圧板の役目を要しないため、省略することができる。
Further, each flange 12, 12 is formed such that the arc length of the outer peripheral portion 12 a, 12 a is slightly smaller than ½ of the arc length of the outer peripheral wall 11 a, 11 a of each joint member regulating groove 11, 11, The joining member 5A is fitted into the receiving hole 2, and the positions of the flanges 12 and 12 in the circumferential direction of the receiving hole 2 are located at positions corresponding to the deep grooves 11d and 11d of the joining member restricting grooves 11 and 11, respectively. When aligned, the flanges 12 and 12 can be easily inserted into the deep grooves 11d and 11d, and the bottom surfaces of the shallow grooves 11c and 11c are aligned with the positions corresponding to the shallow grooves 11c and 11c. The contact surface 12d is aligned and brought into contact with 11f, and the surface 12c is immersed in each of the joining member regulating grooves 11, 11 by a distance e from the joining surface 1a. Therefore, in the flanges 12 and 12, the shallow grooves 11c and 11c have the thickness t1 of the front ends 12b1 and 12b1 and the thickness t2 of the rear ends 12b2 and 12b2 in the clockwise direction in FIG. The thickness L is formed by subtracting the distance e from the depth L3 on the end wall 11b1 side and the depth L2 on the step wall 11e side.
The joining member 5A of the female joint 4A has the same structure as the joining member 5 of the conventional female joint 4 except that the flange 12 is provided. The central partition plate 5b can be omitted because it does not require the role of a pressure receiving plate as in the prior art.

次に、前記構成の雌型継手4Aを備えた継手構造を用いてトンネル(セグメント1A)の軸方向に隣接するセグメント1A,1A同士を接合する場合について、図6(左側の図は側面図、右端の図は正面図)を参照しながら説明する。
まず、既にトンネルの坑口側に設置された一方(例えば図6で左側)のセグメント1Aの接合部材規制溝11,11の深溝11d,11dの位置に、前記フランジ12,12の接合部材5Aの周方向における位置を合わせ、前記接合部材5Aの一方側(図6で左側)の外周部を矢印の方向へ差し込んで(押し込んで)、雌型継手4Aの係合部材9の内部に雄型継手3を挿入させる(図6(a)参照)。その際、前記接合部材5Aのフランジ12,12と、前記接合部材規制溝11,11の深溝11d,11dとの位置が、前記受け穴2の周方向において正しく一致されていれば、前記雄型継手3の係合頭部3aによって前記係合部材9の爪部材6の先端側が押し開かれ(拡径され)ながら、該爪部材6の先端の係合端部6bが前記係合頭部3aを通過した後、爪部材6が縮径されて係合端部6bが前記係合頭部3aの背部の係合段部3bと係合が可能な状態となり、前記接合部材5A(雌型継手4A)が雄型継手3から離脱できない状態になる。
このとき、前記フランジ12は、図3に破線で示すように、厚さの厚い側の端部12b2が底面11gから距離Hだけ離れて前記接合部材規制溝11の深溝11dの内部に入った位置にある。
Next, in the case of joining the segments 1A, 1A adjacent in the axial direction of the tunnel (segment 1A) using the joint structure including the female joint 4A having the above-described configuration, FIG. The rightmost figure will be described with reference to the front view).
First, the circumference of the joint member 5A of the flanges 12 and 12 is positioned at the positions of the deep grooves 11d and 11d of the joint member restricting grooves 11 and 11 of one segment 1A (for example, the left side in FIG. 6) already installed on the tunnel well side. The position in the direction is adjusted, the outer peripheral portion on one side (left side in FIG. 6) of the joining member 5A is inserted (pushed) in the direction of the arrow, and the male joint 3 is inserted into the engaging member 9 of the female joint 4A. Is inserted (see FIG. 6A). At that time, if the positions of the flanges 12 and 12 of the joining member 5A and the deep grooves 11d and 11d of the joining member restricting grooves 11 and 11 are correctly aligned in the circumferential direction of the receiving hole 2, the male mold is used. While the distal end side of the claw member 6 of the engagement member 9 is pushed open (expanded in diameter) by the engagement head 3a of the joint 3, the engagement end 6b at the distal end of the claw member 6 is moved to the engagement head 3a. , The claw member 6 is reduced in diameter so that the engagement end 6b can be engaged with the engagement step 3b on the back of the engagement head 3a, and the joining member 5A (female joint 4A) cannot be removed from the male joint 3.
At this time, as shown by a broken line in FIG. 3, the flange 12 has a position where the thick end portion 12b2 is separated from the bottom surface 11g by a distance H and enters the deep groove 11d of the joining member regulating groove 11. It is in.

なお、前記フランジ12,12と、前記接合部材規制溝11,11の深溝11d,11dとの位置が受け穴2の周方向においてずれていれば、前記接合部材5Aが受け穴2内にある程度嵌入したところで、前記接合部材5Aをその軸回りに回して簡単に位置合わせを行うことができる。もし、前記位置がずれていると、前記フランジ12,12の当接面12dがセグメント1Aの接合面1aもしくは前記接合部材規制溝11,11の浅溝11c,11cの底面11fに当接して、それ以上接合部材5Aを受け穴2内に嵌入さることはできず、前記雌型継手4Aの爪部材6の係合端部6bを、雄型継手3の係合段部3bを通過させた後に該係合段部3bに係合させることができない。   If the positions of the flanges 12 and 12 and the deep grooves 11d and 11d of the joining member regulating grooves 11 and 11 are shifted in the circumferential direction of the receiving hole 2, the joining member 5A is fitted into the receiving hole 2 to some extent. Then, the joining member 5A can be rotated around its axis for easy positioning. If the position is shifted, the contact surface 12d of the flanges 12 and 12 contacts the joint surface 1a of the segment 1A or the bottom surface 11f of the shallow grooves 11c and 11c of the joint member regulating grooves 11 and 11, After the joining member 5A cannot be inserted into the receiving hole 2 any more, the engaging end 6b of the claw member 6 of the female joint 4A is passed through the engaging step 3b of the male joint 3 It cannot be engaged with the engaging step 3b.

次に、前記雌型継手4A(接合部材5A)を、作業者が手で掴んで、図3の破線で示す位置から、そのまま時計方向(矢印方向)へ雄型継手3の軸回りに回転させる(図6(b)参照)と、前記接合部材5Aのフランジ12は、その傾斜した当接面12dが前記接合部材規制溝11の浅溝11cの傾斜した底面11fに接触することにより、接合部材5Aの差し込み方向と反対方向(接合面1a側)へ僅かに移動されて、図3で二点鎖線で示す位置で停止される。このときは、前記接合部材5Aのフランジ12は、前記深溝11dから浅溝11cに完全に移行、挿入されて位置合わせされ、その当接面12dが前記浅溝11cの底面11fに整合されて当接し、その表面12cが接合面1aより距離eだけ没入され状態となる(図6(c)参照)。   Next, the operator holds the female joint 4A (joining member 5A) by hand and rotates it around the axis of the male joint 3 in the clockwise direction (arrow direction) from the position indicated by the broken line in FIG. (Refer to FIG. 6B) and the flange 12 of the joining member 5A is such that the inclined contact surface 12d comes into contact with the inclined bottom surface 11f of the shallow groove 11c of the joining member restricting groove 11 so that the joining member It is slightly moved in the direction opposite to the insertion direction of 5A (on the joining surface 1a side) and stopped at the position indicated by the two-dot chain line in FIG. At this time, the flange 12 of the joining member 5A is completely shifted from the deep groove 11d to the shallow groove 11c, inserted and aligned, and the contact surface 12d is aligned with the bottom surface 11f of the shallow groove 11c. The surface 12c comes into contact with the bonding surface 1a by a distance e (see FIG. 6C).

この状態では、図7に示すように、前記フランジ12の当接面12dと浅溝11cの底面11fとが当接されると共に、前記係合部材9の爪部材6の係合端部6bが雄型継手3の係合段部3bに係合された状態(係合頭部3aと係合部材9との係合位置)に至るため、前記雌型継手4Aと雄型継手3は、それらの軸方向への相対移動が阻止されて連結され、図8(a)に示すような、従来のセグメント用継手構造における雄型継手3への雌型継手4の装着(連結)状態と同様な状態が得られる。
なお、前記接合部材5Aを回転させる際(図6(b)参照)に、接合部材5Aの受け穴2への差し込み方向と逆方向に力を軽く加えながら時計方向(矢印方向)へ回転させると、前記接合部材5Aのフランジ12は、その当接面12dが前記接合部材規制溝11の浅溝11cの底面11fに摺動させることなく容易に回転して、前記浅溝11c内の所定位置に移行させることができる。
In this state, as shown in FIG. 7, the contact surface 12d of the flange 12 and the bottom surface 11f of the shallow groove 11c are in contact with each other, and the engagement end 6b of the claw member 6 of the engagement member 9 is In order to reach the state of engagement with the engagement step 3b of the male joint 3 (the engagement position between the engagement head 3a and the engagement member 9), the female joint 4A and the male joint 3 The relative movement in the axial direction is blocked and connected, and the same as the mounting (connecting) state of the female joint 4 to the male joint 3 in the conventional joint structure for a segment as shown in FIG. A state is obtained.
When the joining member 5A is rotated (see FIG. 6B), it is rotated clockwise (arrow direction) while lightly applying a force in the direction opposite to the insertion direction of the joining member 5A into the receiving hole 2. The flange 12 of the joining member 5A is easily rotated without sliding the contact surface 12d on the bottom surface 11f of the shallow groove 11c of the joining member restricting groove 11 to a predetermined position in the shallow groove 11c. Can be migrated.

前記のようにして、前記雌型継手4Aを一方のセグメント1Aの雄型継手3に装着した後は、図8に示す従来のセグメント用継手構造と同様に、他方のセグメント1Aを、その接合部材規制溝11のない他端側の受け穴2の位置を一方のセグメント1Aの雌型継手4Aを嵌入した受け穴2の位置に一致させた状態で、該一方のセグメント1Aに接近移動させて(図8(a)参照)、その受け穴2に前記雌型継手4Aの他方側を嵌入させ、両セグメント1A,1Aの接合面1a,1a同士を突き合わせると、一方のセグメント1Aの雄型継手3に係合された雌型継手4Aと、他方のセグメント1Aの他方側の接合面1aに固定した雄型継手3とが、前記と同様に、それらの爪部材6の係合端部6bと係合段部3bとの係合を介して連結され、これにより、両セグメント1A,1Aは、それらの雄型継手3,3が1つの雌型継手4Aによって相互に連結されて、接合面1a,1aを突き合わせて接合された状態となる(図8(b)において反発部材10が無い状態参照)。なお、セグメント1A,1Aの接合時にはシール用の溝1bに従来同様にシール13が挟着される。   After the female joint 4A is attached to the male joint 3 of one segment 1A as described above, the other segment 1A is joined to its joining member in the same manner as the conventional joint structure for a segment shown in FIG. In a state where the position of the receiving hole 2 on the other end side without the restriction groove 11 coincides with the position of the receiving hole 2 in which the female joint 4A of one segment 1A is fitted, the first hole is moved closer to the one segment 1A ( 8A), when the other side of the female joint 4A is inserted into the receiving hole 2 and the joining surfaces 1a and 1a of both segments 1A and 1A are brought into contact with each other, the male joint of one segment 1A 3 and the male joint 3 fixed to the joint surface 1a on the other side of the other segment 1A are connected to the engaging end portions 6b of the claw members 6 in the same manner as described above. It is connected via engagement with the engagement step portion 3b. Thus, the segments 1A and 1A are in a state in which their male joints 3 and 3 are connected to each other by one female joint 4A, and the joining surfaces 1a and 1a are brought into contact with each other (FIG. 8B). ) (Refer to the state where there is no rebound member 10). Note that, when the segments 1A and 1A are joined, the seal 13 is sandwiched in the sealing groove 1b as in the prior art.

なお、他方のセグメント1Aを一方のセグメント1A側に接近移動させて、一方のセグメント1Aの雄型継手3に装着された雌型継手4Aに、他方のセグメント1Aの他方側の接合面1aの雄型継手3を連結する際には、該雄型継手3の係合頭部3aが雌型継手4Aの係合部材9内に挿入されて、その爪部材6を拡径するが、その反発力に伴って爪部材6に生じる雄型継手3の軸方向における押圧力によって、雌型継手4Aが他方のセグメント1Aの移動方向へ連れ動こうとする。しかし、前記のように、一方のセグメント1Aを他方のセグメント1Aに接近移動させて接合する場合は、事前に、前記雌型継手4Aは、その爪部材6の係合端部6bが雄型継手3の係合段部3bに係合された後に、雌型継手4Aをその軸回り(雄型継手3の軸回り)に回転することにより、前記接合部材5Aのフランジ12,12が一方のセグメント1Aの受け穴2の外周部の浅溝11c,11c内に挿入されて位置合わせられ、その当接面12d、12dが浅溝11cの底面11fに当接され、一方のセグメント1Aの雄型継手3に対して、該雄型継手3(雌型継手4A)の軸方向において受け穴2の底部側へ移動するのを阻止された状態となるので、前記雌型継手4Aが、前記他方のセグメント1Aの移動方向に該他方のセグメント1Aの雄型継手3と一緒に連れ動くことはない。   The other segment 1A is moved closer to the one segment 1A, and the male joint 4A attached to the male joint 3 of the one segment 1A is connected to the male of the joint surface 1a on the other side of the other segment 1A. When the mold joint 3 is connected, the engaging head 3a of the male joint 3 is inserted into the engaging member 9 of the female joint 4A to expand the diameter of the claw member 6, but its repulsive force Accordingly, the female joint 4A tries to move in the moving direction of the other segment 1A by the pressing force in the axial direction of the male joint 3 generated in the claw member 6. However, as described above, when one segment 1A is moved closer to the other segment 1A and joined, the female joint 4A has a male joint joint with the engaging end 6b of the claw member 6 in advance. 3, the flanges 12, 12 of the joining member 5 </ b> A are turned into one segment by rotating the female joint 4 </ b> A about its axis (about the axis of the male joint 3). 1A is inserted into the shallow grooves 11c and 11c on the outer periphery of the receiving hole 2 and aligned, and the contact surfaces 12d and 12d are in contact with the bottom surface 11f of the shallow groove 11c, and the male joint of one segment 1A 3, the male joint 3 (female joint 4 </ b> A) is prevented from moving toward the bottom side of the receiving hole 2 in the axial direction, so that the female joint 4 </ b> A is connected to the other segment. The other segment 1 in the direction of movement of 1A Not to move him of with the male joint 3.

前記のように、実施の形態に係るセグメント用継手構造は、接合面1aに受け穴2を形成し、先端面3cを該接合面1aから受け穴2内に没入させた係合頭部3aを有する棒状の雄型継手3を前記受け穴2の底部に固定して設けた一対のセグメント1A,1A同士を、前記接合面1aで突き合わせると共に、筒状の接合部材5Aの両端側の内部にそれぞれ係合部材9,9を設けてなる雌型継手4Aを各セグメント1A,1Aの受け穴に跨って嵌入させ、前記接合部材5Aの内部に挿入された各雄型継手3,3の係合頭部3a,3aに前記各係合部材9,9を係合させて、前記雌型継手4Aで各雄型継手3,3同士を連結することによりセグメント1A,1A同士を接合するセグメント用継手構造であって、前記一方のセグメント1Aの受け穴2の外周部には、該受け穴2の周方向に沿って、所定深さの深溝11d,11dとこれに連絡された浅溝11c,11cとからなる一対の接合部材規制溝11,11が設けられ、前記雌型継手4Aの接合部材5Aの軸方向中央における外周部には、前記接合部材規制溝11,11に対応させて一対のフランジ12,12が前記接合部材5Aの周方向に沿って設けられ、該フランジ12,12は、前記接合部材規制溝11,11の深溝11d,11dに対応する位置に位置合わせられたとき、前記接合部材5Aが前記係合頭部3aと係合部材9の爪部材6(先端の係合端部6b)との係合位置から前記受け穴2の底部2a側へ移動するのを許容し、前記浅溝11c内に対応する位置に位置合わせられたとき、前記浅溝11cの底面11fに当接して前記接合部材5Aが前記係合頭部3aと係合部材9との係合位置から前記受け穴2の底部2a側へ移動するのを阻止する構成とされている。   As described above, the joint structure for a segment according to the embodiment includes the engaging head 3a in which the receiving hole 2 is formed in the joint surface 1a and the tip surface 3c is inserted into the receiving hole 2 from the joint surface 1a. A pair of segments 1A and 1A provided by fixing the rod-shaped male joint 3 to the bottom of the receiving hole 2 are abutted with each other at the joining surface 1a and inside the both ends of the tubular joining member 5A. A female joint 4A provided with engaging members 9 and 9 is fitted over the receiving holes of the segments 1A and 1A, and the male joints 3 and 3 inserted into the joining member 5A are engaged. A joint for segments joining the segments 1A and 1A by engaging the respective engaging members 9 and 9 with the heads 3a and 3a and connecting the male joints 3 and 3 with the female joint 4A. The structure has a receiving hole for the one segment 1A. A pair of joining member restricting grooves 11, 11 including deep grooves 11d, 11d having a predetermined depth and shallow grooves 11c, 11c connected to the deep grooves 11d, 11d are provided along the circumferential direction of the receiving hole 2. A pair of flanges 12, 12 are provided along the circumferential direction of the joining member 5 </ b> A at the outer peripheral portion of the female joint 4 </ b> A in the axial center of the joining member 5 </ b> A so as to correspond to the joining member restricting grooves 11, 11. When the flanges 12 and 12 are aligned at positions corresponding to the deep grooves 11d and 11d of the joining member restricting grooves 11 and 11, the joining member 5A and the engaging head 3a are engaged with the engaging head 3a. When it is allowed to move from the engagement position with the claw member 6 (the engagement end 6b at the tip) to the bottom 2a side of the receiving hole 2 and is aligned with the corresponding position in the shallow groove 11c , Contact with the bottom surface 11f of the shallow groove 11c The joining member 5A is configured to prevent the movement to the bottom 2a of the receiving hole 2 from the engagement position between the engaging head 3a and the engaging member 9 Te.

したがって、実施の形態に係るセグメント用継手構造によれば、前記セグメント1A,1A同士を突き合わせて接合する場合、一方のセグメント1Aの接合部材規制溝11,11の深溝11d,11dの位置に雌型継手4Aにおける接合部材5Aのフランジ12を位置合わせして、一方のセグメント1Aの雄型継手3に前記接合部材5Aを押し込むことにより、前記雄型継手3の係合頭部3aに対し前記係合部材9の爪部材6を容易に係合させることができて、前記雄型継手3に雌型継手4Aを装着することができる。また、一方のセグメント1Aの雄型継手3に装着された雌型継手4Aを、その軸回りに回転して、前記接合部材5Aのフランジ12,12を、一方のセグメント1Aの前記接合部材規制溝11,11の深溝11d,11dから浅溝11c,11cに移行させて位置合わせをして、その当接面12d、12dを前記浅溝11c,11cの底面11f,11fに当接させることにより、前記接合部材5Aが、一方のセグメント1Aの雄型継手3に対して受け穴2の底部2a側へ移動するのを阻止した状態とすることができるので、他方のセグメント1Aの雄型継手3の移動に伴ってその移動方向へ前記雌型継手4Aが連れ動くのを確実に防止することができて、一方のセグメント1Aの雄型継手3に装着された雌型継手4Aに、他方のセグメント1Aの雄型継手3を円滑、容易に装着させることができる。
このため、一方のセグメント1Aの雄型継手3への雌型継手4Aの装着を、治具等を使用することなく、作業者の手により容易、迅速に行うことができると共に、一方のセグメント1Aの雄型継手3に装着された雌型継手4Aに、他方のセグメント1Aの雄型継手3を装着させる際に、該雄型継手3の移動による前記雌型継手4Aの連れ動きを、従来のように、反発部材10を使用することなく確実に防止することができ、これにより、各セグメント1A,1A同士の接合作業を能率よく行うことができる。
Therefore, according to the joint structure for a segment according to the embodiment, when the segments 1A and 1A are abutted and joined to each other, a female mold is formed at the positions of the deep grooves 11d and 11d of the joining member regulating grooves 11 and 11 of one segment 1A. The flange 12 of the joint member 5A in the joint 4A is aligned, and the joint member 5A is pushed into the male joint 3 of one segment 1A, whereby the engagement head 3a of the male joint 3 is engaged. The claw member 6 of the member 9 can be easily engaged, and the female joint 4 </ b> A can be attached to the male joint 3. Further, the female joint 4A attached to the male joint 3 of one segment 1A is rotated about its axis, and the flanges 12 and 12 of the joining member 5A are moved to the joining member regulating groove of the one segment 1A. By shifting from the deep grooves 11d and 11d of the eleventh and eleventh grooves to the shallow grooves 11c and 11c, the contact surfaces 12d and 12d are brought into contact with the bottom surfaces 11f and 11f of the shallow grooves 11c and 11c. Since the joining member 5A can be prevented from moving to the bottom 2a side of the receiving hole 2 with respect to the male joint 3 of one segment 1A, the male joint 3 of the other segment 1A It is possible to reliably prevent the female joint 4A from moving in the moving direction along with the movement, so that the female joint 4A attached to the male joint 3 of the one segment 1A is connected to the other segment. A male coupling 3 A smooth, can be easily mounted.
Therefore, the attachment of the female joint 4A to the male joint 3 of one segment 1A can be performed easily and quickly by the operator's hand without using a jig or the like, and the one segment 1A When the male joint 3 of the other segment 1A is attached to the female joint 4A attached to the male joint 3, the movement of the male joint 3 is followed by the movement of the female joint 4A. Thus, it can prevent reliably, without using the repulsion member 10, and, thereby, the joining operation | work of each segment 1A and 1A can be performed efficiently.

また、実施の形態に係るセグメント用継手構造によれば、各浅溝11c,11cは前記深溝11d,11d側が深くその反対側が浅くなるように傾斜され、前記各フランジ12,12は、前記接合部材規制溝11,11の底面11f,11g側を向く当接面12d,12dが前記浅溝11c、11cの底面11fの傾斜面に整合する傾斜面として形成されているので、前記接合部材5Aを回転させることにより、そのフランジ12,12を一方のセグメント1Aの接合部材規制溝11,11の深溝11d,11dから浅溝11c,11cに容易に移行させて、前記フランジ12,12の当接面12d,12dを前記浅溝11c、11cの底面11f,11fに当接させた状態に確実に位置合わせすることができ、これにより、雌型継手4Aの爪部材6(係合部材9)と雄型継手3の係合段部3b(係合頭部3a)とを係合させ、かつ雌型継手4Aが他方のセグメント1Aの雄型継手3の移動に伴って連れ動きするのを防止するための操作を円滑、容易に行うことができる。   Further, according to the joint structure for a segment according to the embodiment, each shallow groove 11c, 11c is inclined so that the deep groove 11d, 11d side is deep and the opposite side is shallow, and the flanges 12, 12 are connected to the joining member. Since the contact surfaces 12d and 12d facing the bottom surfaces 11f and 11g of the regulating grooves 11 and 11 are formed as inclined surfaces aligned with the inclined surfaces of the bottom surfaces 11f of the shallow grooves 11c and 11c, the joining member 5A is rotated. As a result, the flanges 12 and 12 are easily shifted from the deep grooves 11d and 11d of the joining member restricting grooves 11 and 11 of one segment 1A to the shallow grooves 11c and 11c, and the contact surface 12d of the flanges 12 and 12 is obtained. , 12d can be securely aligned with the shallow grooves 11c, 11c in contact with the bottom surfaces 11f, 11f of the female joint 4A. The member 6 (engagement member 9) and the engagement step 3b (engagement head 3a) of the male joint 3 are engaged, and the female joint 4A moves the male joint 3 of the other segment 1A. The operation for preventing the accompanying movement can be performed smoothly and easily.

なお、前記実施の形態に係るセグメント用継手構造においては、前記接合部材規制溝11を前記一方のセグメント1Aの一端側の受け穴2の外周部に、その直径方向の対称位置に一対設け、前記接合部材5Aの外周部の直径方向の対称位置に,前記接合部材規制溝11に対応させて一対設けたが、接合部材規制溝11と前記フランジ12の個数は各2個に限らず、前記受け穴2と接合部材5Aの外周部に周方向に等間隔あけて3個以上設けるようにしてもよい。それらの個数を多くすると、セグメント1Aと雄型継手3にしっかりと安定して接合部材5A(雌型継手4A)を装着させることができる。また、前記接合部材規制溝11は一方のセグメント1Aの他端側の受け穴2の外周部に設けてもよい。この場合には、雌型継手4Aを装着した他方のセグメント1Aを一方のセグメント1Aに接近移動させてセグメント同士を接合することになる。また、前記接合部材規制溝11の淺溝11cと深溝11dの受け穴2の回りに位置関係(図1における時計方向の前後の位置関係)および前記接合部材5Aのフランジ12の傾斜方向を前記と逆の構成にすることができる。   In the joint structure for a segment according to the embodiment, a pair of the joining member regulating grooves 11 is provided at the outer peripheral portion of the receiving hole 2 on one end side of the one segment 1A at a symmetrical position in the diameter direction, A pair of the joint member 5A is provided in a symmetric position in the diametrical direction on the outer periphery of the joint member 5A so as to correspond to the joint member restriction groove 11. However, the number of the joint member restriction groove 11 and the flange 12 is not limited to two each, and the receiving member Three or more holes may be provided at equal intervals in the circumferential direction on the outer periphery of the hole 2 and the joining member 5A. When the number of them is increased, the joining member 5A (female joint 4A) can be attached to the segment 1A and the male joint 3 stably and stably. Moreover, you may provide the said joining member control groove | channel 11 in the outer peripheral part of the receiving hole 2 of the other end side of one segment 1A. In this case, the other segment 1A fitted with the female joint 4A is moved closer to the one segment 1A to join the segments together. Further, the positional relationship (the positional relationship between the front and rear in the clockwise direction in FIG. 1) around the receiving hole 2 of the groove 11c and the deep groove 11d of the joining member regulating groove 11 and the inclination direction of the flange 12 of the joining member 5A are described above. The reverse configuration can be used.

また、前記接合部材規制溝11の浅溝11cの底面11fを傾斜させ、前記接合部材5Aのフランジ12の当接面12dを前記底面11fの傾斜に整合して傾斜面としたが、前記底面11fと当接面12dとを傾斜させず、それぞれ、前記一方のセグメント1Aの接合面1aと接合部材5Aの軸方向に垂直な面に平行に形成してもよい。この場合には、浅溝11cの底面11fの深溝11dとの連絡部に面取り部を設けると共に、前記フランジ12の時計方向前側の端部12b1における前記底面12d側の角部に面取り部を設けると、前記フランジ12の深溝11dから浅溝11cへの移行を円滑に行うことができる。
前記接合部材規制溝11を前記一方のセグメント1Aに直接に設けたが、本発明はこれに限らず、前記接合部材規制溝11を設けた合成樹脂製または鋼製の部材を前記一方のセグメント1Aの受け穴2の外周部に埋設するようにしてもよい。
さらに、前記セグメント用継手構造をコンクリートセグメントを接合する場合に適用した例を示したが、本願発明は、これに限らず、スキンプレートと主桁板3と継手板4等を結合してなる枠体の内部にコンクリートを打設して構成されたコンクリート中詰め型セグメントの接合に適用することもできる。
Further, the bottom surface 11f of the shallow groove 11c of the joining member regulating groove 11 is inclined, and the contact surface 12d of the flange 12 of the joining member 5A is aligned with the inclination of the bottom surface 11f to form an inclined surface. The contact surface 12d may be formed in parallel to the joining surface 1a of the one segment 1A and the surface perpendicular to the axial direction of the joining member 5A without tilting the contact surface 12d. In this case, when a chamfered portion is provided at a connection portion between the bottom surface 11f of the shallow groove 11c and the deep groove 11d, and a chamfered portion is provided at a corner portion on the bottom surface 12d side of the end portion 12b1 in the clockwise direction of the flange 12. The transition from the deep groove 11d to the shallow groove 11c of the flange 12 can be performed smoothly.
The joining member restricting groove 11 is provided directly on the one segment 1A. However, the present invention is not limited to this, and a synthetic resin or steel member provided with the joining member restricting groove 11 is used as the one segment 1A. It may be embedded in the outer periphery of the receiving hole 2.
Furthermore, although the example which applied the case where the said joint structure for segments is joined to a concrete segment was shown, this invention is not restricted to this, The frame formed by couple | bonding a skin plate, the main girder board 3, the joint board 4, etc. The present invention can also be applied to the joining of concrete filling type segments formed by placing concrete inside the body.

本発明の一実施の形態のセグメント用継手構造における雄型継手を備えたセグメントを示す正面図である。It is a front view which shows the segment provided with the male type | mold joint in the joint structure for segments of one embodiment of this invention. 図1のイ−イ断面図である。It is II sectional drawing of FIG. 図1のロ−ロ断面拡大図である。FIG. 2 is an enlarged cross-sectional view of the roll of FIG. 本発明の一実施の形態のセグメント用継手構造における雌型継手を示す側面図である。It is a side view which shows the female type | mold joint in the joint structure for segments of one embodiment of this invention. 同じくセグメント用継手構造における雌型継手を示す正面図である。It is a front view which similarly shows the female type joint in the joint structure for segments. 同じくセグメント用継手構造におけるセグメントの接合手順を示す説明図である。It is explanatory drawing which shows the joining procedure of the segment in the joint structure for segments similarly. 図6のハ−ハ拡大断面図である。FIG. 7 is an enlarged cross-sectional view of FIG. 従来のセグメント用継手構造を示す縦断面図である。It is a longitudinal cross-sectional view which shows the conventional joint structure for segments.

符号の説明Explanation of symbols

1 セグメント
1A コンクリートセグメント(セグメント)
1a 接合面
2 受け穴
2a 底部
3 雄型継手
3a 係合頭部
3b 係合段部
4,4A 雌型継手
5,5A 接合部材
6 爪部材
6b 係合端部
9 係合部材
11 接合部材規制溝
11c 浅溝
11d 深溝
11f 底面
12 フランジ
12d 当接面
1 segment 1A Concrete segment (segment)
DESCRIPTION OF SYMBOLS 1a Joining surface 2 Receiving hole 2a Bottom part 3 Male joint 3a Engagement head 3b Engagement step part 4, 4A Female joint 5,5A Joining member 6 Claw member 6b Engagement end 9 Engagement member 11 Joining member control groove 11c Shallow groove 11d Deep groove 11f Bottom surface 12 Flange 12d Contact surface

Claims (2)

接合面に受け穴を形成し、先端面を該接合面から受け穴内に没入させた係合頭部を有する棒状の雄型継手を前記受け穴の底部に固定して設けた一対のセグメント同士を、前記接合面で突き合わせると共に、筒状の接合部材の両端側の内部にそれぞれ係合部材を設けてなる雌型継手を各セグメントの受け穴に跨って嵌入させ、前記接合部材の内部に挿入された各雄型継手の係合頭部に前記各係合部材を係合させて、前記雌型継手で各雄型継手同士を連結することによりセグメント同士を接合するセグメント用継手構造であって、
前記一方のセグメントの受け穴の外周部には、該受け穴の周方向に沿って、所定深さの深溝とこれに連絡された浅溝とからなる接合部材規制溝が複数個設けられ、前記雌型継手の接合部材の軸方向中央における外周部には、前記接合部材規制溝に対応させて複数のフランジが前記接合部材の周方向に沿って設けられ、該フランジは、前記接合部材規制溝の深溝に対応する位置に位置合わせられたとき、前記接合部材が前記係合頭部と係合部材との係合位置から前記受け穴の底部側へ移動するのを許容し、前記浅溝内に対応する位置に位置合わせられたとき、前記浅溝の底面に当接して前記接合部材が前記係合頭部と係合部材との係合位置から前記受け穴の底部側へ移動するのを阻止する構成とされていることを特徴とするセグメント用継手構造。
A pair of segments provided with a rod-shaped male joint having an engagement head having a receiving hole formed in the joining surface and having a tip surface immersed in the receiving hole from the joining surface is fixed to the bottom of the receiving hole. In addition, the female joints that are abutted at the joining surfaces and provided with engaging members inside the both ends of the cylindrical joining member are fitted across the receiving holes of the segments, and inserted into the joining members. A joint structure for a segment which joins the segments by engaging the respective engagement members with the engaging heads of the respective male joints and connecting the male joints with the female joint; ,
A plurality of joining member regulating grooves each including a deep groove having a predetermined depth and a shallow groove communicated with the deep groove are provided on the outer peripheral portion of the receiving hole of the one segment along the circumferential direction of the receiving hole, A plurality of flanges are provided along the circumferential direction of the joining member corresponding to the joining member restricting groove at the outer peripheral portion in the axial center of the joining member of the female joint, and the flange includes the joining member restricting groove. The joint member is allowed to move from the engagement position of the engagement head and the engagement member to the bottom side of the receiving hole when aligned with the position corresponding to the deep groove of the shallow groove. The joint member moves from the engagement position between the engagement head and the engagement member toward the bottom side of the receiving hole by contacting the bottom surface of the shallow groove. Segment joint structure characterized by being configured to prevent .
前記各浅溝は前記深溝側が深くその反対側が浅くなるように傾斜され、前記各フランジは、前記接合部材規制溝の底面側を向く面が前記浅溝の傾斜面に整合する傾斜面として形成されていることを特徴とする請求項1に記載のセグメント用継手構造。
Each shallow groove is inclined so that the deep groove side is deep and the opposite side is shallow, and each flange is formed as an inclined surface whose surface facing the bottom surface side of the joining member regulating groove is aligned with the inclined surface of the shallow groove. The joint structure for a segment according to claim 1, wherein:
JP2004366114A 2004-12-17 2004-12-17 Joint structure for segments Expired - Fee Related JP4490250B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004366114A JP4490250B2 (en) 2004-12-17 2004-12-17 Joint structure for segments

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004366114A JP4490250B2 (en) 2004-12-17 2004-12-17 Joint structure for segments

Publications (2)

Publication Number Publication Date
JP2006169879A true JP2006169879A (en) 2006-06-29
JP4490250B2 JP4490250B2 (en) 2010-06-23

Family

ID=36670919

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004366114A Expired - Fee Related JP4490250B2 (en) 2004-12-17 2004-12-17 Joint structure for segments

Country Status (1)

Country Link
JP (1) JP4490250B2 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH108892A (en) * 1996-06-20 1998-01-13 Minoru Yamamoto Joint structure of concrete structure
JP2004132092A (en) * 2002-10-11 2004-04-30 Ohbayashi Corp Joint structure
JP2004132091A (en) * 2002-10-11 2004-04-30 Ohbayashi Corp Joint structure
JP2004137840A (en) * 2002-10-21 2004-05-13 Ohbayashi Corp Joint structure of segment

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH108892A (en) * 1996-06-20 1998-01-13 Minoru Yamamoto Joint structure of concrete structure
JP2004132092A (en) * 2002-10-11 2004-04-30 Ohbayashi Corp Joint structure
JP2004132091A (en) * 2002-10-11 2004-04-30 Ohbayashi Corp Joint structure
JP2004137840A (en) * 2002-10-21 2004-05-13 Ohbayashi Corp Joint structure of segment

Also Published As

Publication number Publication date
JP4490250B2 (en) 2010-06-23

Similar Documents

Publication Publication Date Title
US6334634B1 (en) Push-to-connect tubing fitting
JP2004011912A (en) Connecting means for connecting two duct elements to each other
JP2004218832A (en) Piping coupling
JP3032200B1 (en) Pipe joint structure
JP4490250B2 (en) Joint structure for segments
JP2006322541A (en) Hose clamp
JP2001074185A (en) Coupling for piping
KR101773751B1 (en) The connecting socket for a pipe
JP2008138690A (en) Attachment mechanism for rotating component
JP2007024173A (en) Joining device for pipe member
JP2000170976A (en) Pipe coupling
JP2002129893A (en) Positioning structure for concrete structure
JPH088385Y2 (en) Detachment prevention fitting
JPH10141567A (en) Connector
JP2000283355A (en) Pipe joint
JPH041561Y2 (en)
JP4087095B2 (en) Piping connection structure
JP2014074468A (en) Lock ring
JP2006349324A (en) Duct connection structure
JP2002357090A (en) Joint for segments and the like
JPH088384Y2 (en) Detachment prevention fitting
JPH06265090A (en) Piping cover
JPH11230453A (en) Splicer for pipe body made of synthetic resin
JP2006307914A (en) Joint of hose
JP2002357087A (en) Precast concrete member coupling apparatus

Legal Events

Date Code Title Description
A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050111

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050311

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20071212

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20071226

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20071227

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080228

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20091102

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100323

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100401

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130409

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140409

Year of fee payment: 4

LAPS Cancellation because of no payment of annual fees