JP2008069540A - Joint structure of segment - Google Patents

Joint structure of segment Download PDF

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JP2008069540A
JP2008069540A JP2006248246A JP2006248246A JP2008069540A JP 2008069540 A JP2008069540 A JP 2008069540A JP 2006248246 A JP2006248246 A JP 2006248246A JP 2006248246 A JP2006248246 A JP 2006248246A JP 2008069540 A JP2008069540 A JP 2008069540A
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joint
segment
connecting member
male
female
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Munetaka Ozeki
宗孝 大関
Hirosuke Asano
裕輔 浅野
Takashi Kunito
崇 國藤
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Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
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Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
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Priority to JP2006248246A priority Critical patent/JP2008069540A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To enhance the strength of joining segments together; to eliminate the risk of damage to a joint during the handling of the segment; and to make a structure simple and inexpensive. <P>SOLUTION: In this joint structure A of a segment, a male joint 2, which comprises a cylindrical supporting body 4 and a male connecting member 5 coaxially provided with an annular space 4e in between inside the cylindrical supporting body 4, is embedded in the jointing end 1a of one segment 1; a cylindrical female connecting member 7, which a tapered cylinder-shaped wedge member 8 split into a plurality of pieces is mounted on a fitting portion 7b with a plurality of slits 7f by means of an elastic ring 9, is fixed to a jointing end 1b of the other segment 1 in such a manner as to protrude from a jointing end surface 1b1. When the connecting member 7 and the wedge member 8 are fitted into the annular surface 4e in the jointing of the segments 1 and 1 are joined together, the connecting member 7 is fitted into the connecting member 5 so that a diameter can be enlarged. Concurrently with that, the wedge member 8 increases in diameter so as to be pressed against the inside of the cylindrical supporting body 4, and the wedge effect of the wedge member 8 makes the male joint 2 and female joint 3 firmly connected together. <P>COPYRIGHT: (C)2008,JPO&INPIT

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の隣接するものどうしを接合するための継手構造に関する。   The present invention relates to a joint structure for joining adjacent ones of segments such as a concrete segment used for lining a shield tunnel.

従来、この種のセグメントの継手構造として、隣接して接合される一対のセグメントのうちの一方のセグメントの接合面に、該接合面から外側へ突き出して先窄まりのテーパ筒部を有し、該テーパ筒部に周方向に間隔をあけて軸方向に沿うスリットを設けた円筒状の雄型継手を埋設し、他方のセグメントの接合面に設けた凹所内の底部に、前記雄型継手のテーパ筒部が嵌合し得るテーパ穴部を有する円筒状の雌型継手を、その先端部が前記接合面より凹所内に没入された状態で埋設され、セグメントどうしの接合時に、雄型継手のテーパ筒部を雌型継手のテーパ穴部に押し込むと、前記テーパ筒部が縮径変形してテーパ穴部に嵌合することにより、雄型継手と雌型継手とが連結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)。
また、一方のセグメントの接合面に形成した凹所内に、先端部を接合面から没入させた軸状の雄型継手を設け、他方のセグメントの接合面に形成した凹所内に、円筒の周囲に複数の係合爪を配してなる雌型継手を、その係合爪を接合面から外側へ突き出して設け、セグメントどうしの接合時に、前記雌型継手を一方のセグメントの凹所に挿入して各セグメントの接合面どうしが当接したとき、前記雄型継手の先端の係合頭部が前記雌型継手の係合爪の内側に挿入されて該係合爪に係合することにより、雄型継手と雌型継手とが連結するようにしたものが知られている(例えば、特許文献2参照)。
特開平9−221994号公報 特開2001−65299号公報
Conventionally, as a joint structure of this type of segment, the joint surface of one segment of a pair of adjacent joints has a tapered cylindrical portion protruding outward from the joint surface and tapered. A cylindrical male joint provided with a slit along the axial direction with an interval in the circumferential direction is embedded in the tapered tubular portion, and the bottom of the male joint is placed in the bottom of the recess provided on the joint surface of the other segment. A cylindrical female joint having a tapered hole part into which the tapered cylindrical part can be fitted is embedded in a state where the tip part is immersed in the recess from the joint surface, and when the segments are joined to each other, When the taper tube is pushed into the taper hole of the female joint, the diameter of the taper tube is reduced and fitted into the taper hole, so that the male joint and the female joint are connected. Is known (see, for example, Patent Document 1)
In addition, a male male joint with a shaft whose tip is recessed from the joint surface is provided in the recess formed in the joint surface of one segment, and the cylinder is formed around the cylinder in the recess formed in the joint surface of the other segment. A female joint comprising a plurality of engaging claws is provided by projecting the engaging claws outward from the joint surface, and when the segments are joined, the female joint is inserted into the recess of one segment. When the joint surfaces of the segments contact each other, the engagement head at the tip of the male joint is inserted into the engagement claw of the female joint and engages with the engagement claw. A mold joint and a female joint are known to be connected (for example, see Patent Document 2).
Japanese Patent Laid-Open No. 9-221994 JP 2001-65299 A

しかしながら、前記従来のセグメントの継手構造は、いずれも、雄型継手と雌型継手の一方が接合面から、該接合面に対して垂直にされて外側へ突き出されているので、セグメントを製造工場からトンネルの構築現場まで輸送して組み立て施工する際に、前記接合面から突き出しているして雄型継手または雌型継手が作業の邪魔になったり、運搬手段や他のセグメント、その他の機材に衝突して損傷するおそれがある。また、いずれも、雄型継手と雌型継手の連結状態において、それらの連結部の外側にセグメントの凹所内の周壁との間に環状空間が存在するために、接合されたセグメントに対してそれらの接合面方向に大きな負荷が作用した場合には、同方向に雌型継手が変形するおそれがあり、セグメントどうしの接合面方向における接合強度が十分に得られない問題がある。   However, in the conventional segment joint structure, one of the male joint and the female joint protrudes outward from the joint surface perpendicular to the joint surface. When transporting from the construction site to the tunnel construction site and assembling it, the male joint or female joint protrudes from the joint surface and interferes with the work, or it can be used as a transportation means, other segments, or other equipment. There is a risk of collision and damage. In both cases, when the male joint and the female joint are connected, an annular space exists between the peripheral wall in the recess of the segment on the outside of the connecting portion, so that the joint segment When a large load is applied in the joint surface direction, the female joint may be deformed in the same direction, and there is a problem that the joint strength in the joint surface direction between the segments cannot be obtained sufficiently.

本発明は、上記事情に鑑みてなされたものであって、セグメントどうしの接合強度を向上させることができと共に、セグメントの運搬時に継手が損傷するおそれがなく、構造が簡単、安価であるセグメントの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 improve the joint strength between segments, and there is no risk of the joint being damaged during transportation of the segment, and the structure is simple and inexpensive. An object is to provide a joint structure.

上記目的を達成するために、本発明によるセグメントの接合構造は、隣接する一対のセグメントの接合面どうしを突き合わせ、一方のセグメンの接合端部に設けた雄型継手と他方のセグメントの接合端部に設けた雌型継手とを嵌合させることにより前記セグメントどうしを接合するセグメントの継手構造であって、
前記雄型継手が、円筒支持体と、該円筒支持体の内側に環状空間をあけて同軸線上に配した軸状の雄型連結部材とを備え、それらが各外端を接合面から外側に突き出さないようにして一方のセグメントの接合端部に固定されており、また、前記雌型継手が、前記雄型連結部材の外径より所定寸法だけ小径であって該雄型連結部材が嵌入可能な挿入穴を有し、先端側に軸方向に沿うスリットが周方向に間隔をあけて複数個設けられた円筒状の雌型連結部材と、外周部が先窄まりのテーパ筒状に形成されて前記雌型連結部材の先端側の外周部に装着され、前記雌型連結部材の挿入穴に雄型連結部材が嵌入される前は最大外径が前記雄型継手の円筒支持体の内径より所定寸法だけ小径であって、前記雌型連結部材がその挿入穴に雄型連結部材を嵌入されて直径方向に拡径された時に、最大外径が前記雄型継手の円筒支持体の内径より大きく変位する楔部材と、該楔部材の外周に巻き掛けられて楔部材の直径方向への拡縮を可能とする弾性リングとを備え、前記雌型連結部材が他方のセグメントの接合端部に接合面から外側へ突き出して固定されていることを特徴とする。
In order to achieve the above-mentioned object, the joining structure of the segment according to the present invention is such that the joining surfaces of a pair of adjacent segments are abutted, and a male joint provided at the joining end of one segment and the joining end of the other segment A segment joint structure for joining the segments together by fitting a female joint provided in
The male joint includes a cylindrical support and a shaft-shaped male connecting member arranged on a coaxial line with an annular space inside the cylindrical support, and the outer ends thereof extend outward from the joint surface. It is fixed to the joining end of one segment so as not to protrude, and the female joint is smaller in diameter by a predetermined dimension than the outer diameter of the male connecting member, and the male connecting member is inserted. Cylindrical female connecting member with a possible insertion hole and a plurality of slits along the axial direction on the tip side spaced apart in the circumferential direction, and a tapered cylindrical shape with a tapered outer periphery Is attached to the outer peripheral portion on the distal end side of the female connecting member, and before the male connecting member is inserted into the insertion hole of the female connecting member, the maximum outer diameter is the inner diameter of the cylindrical support of the male joint. The female connecting member has a smaller diameter by a predetermined dimension, and the male connecting member is inserted into the insertion hole. A wedge member whose maximum outer diameter is larger than the inner diameter of the cylindrical joint of the male joint when the diameter is expanded in the diameter direction, and the wedge member is wound around the outer periphery of the wedge member and moved in the diameter direction of the wedge member. And an elastic ring that allows expansion and contraction, wherein the female connecting member protrudes outward from the joint surface to the joint end of the other segment and is fixed.

本発明においては、一対のセグメントをそれらの接合面どうしを突き合わせて接合する際には、一方のセグメントに対して他方のセグメントを移動させると、他方のセグメントの雌型連結部材の挿入穴が一方のセグメントの雄型連結部材に嵌合されると共に、一方のセグメントの円筒支持体と雄型連結部材との間の環状空間内に、前記雌型連結部材と楔部材とが押し込まれて嵌入していく。その際、前記雌型連結部材の先端側がスリットの効果により雄型連結部材によって拡径変形され、これに伴って前記楔部材が拡径変位するので、該楔部材の外周面が前記円筒支持体の内周面に強く押圧される。そのため、前記円筒支持体の内周部と雌型連結部材との間で前記楔部材が大きな楔効果を発揮することによって、前記雄型継手と雌型継手とが雄型連結部材と雌型連結部材との嵌合を介してしっかりと連結されることとなる。   In the present invention, when joining a pair of segments by abutting their joining surfaces, if the other segment is moved relative to one segment, the insertion hole of the female connecting member of the other segment is one The female connection member and the wedge member are pushed into and inserted into the annular space between the cylindrical support and the male connection member of one segment. To go. At that time, the distal end side of the female connecting member is enlarged and deformed by the male connecting member due to the effect of the slit, and the wedge member is enlarged and displaced accordingly, so that the outer peripheral surface of the wedge member is the cylindrical support. It is strongly pressed against the inner peripheral surface. Therefore, when the wedge member exerts a large wedge effect between the inner peripheral portion of the cylindrical support and the female coupling member, the male coupling and the female coupling are connected to the male coupling member and the female coupling. It will be firmly connected through fitting with a member.

前記セグメントの接合構造において、前記雌型継手が、他方のセグメントの接合端部に設けた凹所の底部に固定され、先端を接合面より内側に位置させて凹所内に突き出されたアンカーボルトを備え、前記雌型連結部材が、その基端部側をアンカーボルトの先端部に螺合させることにより、アンカーボルトに着脱可能に連結された構成とすることが好ましい。
このようにすると、前記雌型継手の雌型連結部材と楔部材の組付けセットを、予めアンカーボルトから外しておき、現場でセグメントどうしの接合を行う直前にアンカーボルトに螺着すればよいので、セグメントの運搬時に、前記組付けセットがセグメントの接合面から突き出していて邪魔になることがないと共に、前記組付けセットが他の部材に衝突することにより破損したり、前記組付けセットの衝突に伴ってセグメント1に割れが生じたりするのを確実に防止することができる。
In the joining structure of the segments, the female joint is fixed to the bottom of the recess provided at the joining end of the other segment, and the anchor bolt protruding into the recess with the tip positioned inside the joining surface is provided. It is preferable that the female connecting member is configured to be detachably connected to the anchor bolt by screwing the base end side of the female connecting member to the distal end portion of the anchor bolt.
In this way, the assembly set of the female coupling member and the wedge member of the female joint may be removed from the anchor bolt in advance and screwed to the anchor bolt immediately before joining the segments on the site. When the segment is transported, the assembly set protrudes from the joint surface of the segment and does not get in the way, and the assembly set is damaged by colliding with other members, or the assembly set collides. Accordingly, it is possible to reliably prevent the segment 1 from being cracked.

また、前記セグメントの接合構造において、前記雄型連結部材を、その外端が前記円筒支持体の外端より所定寸法だけ内側に寄った位置にあり、その外端側の外周部に外端の直径が前記雌型連結部材の挿入穴の直径より小径となる先細の面取り部を設けた構成とすることが好ましい。
このようにすると、一方のセグメントに対して他方のセグメントを移動させて接合する時に、一方の雄型継手の円筒支持体の内周部によって、他方のセグメントの雌型連結部材の先端部に装着された楔部材の外周部が案内されて調芯された後に、雌型連結部材の挿入穴が前記雄型連結部材に嵌合されるので、接合開始時に雄型継手と雌型継手の軸心どうしが多少偏心していても、その偏心を修正しながら雄型継手に対する雌型継手の連結を円滑に行うことができる。
Further, in the joining structure of the segments, the male connecting member is located at a position where an outer end of the male connecting member is inward from the outer end of the cylindrical support by a predetermined dimension. A tapered chamfered portion having a diameter smaller than the diameter of the insertion hole of the female connecting member is preferably provided.
In this way, when the other segment is moved and joined to one segment, it is attached to the tip of the female connecting member of the other segment by the inner periphery of the cylindrical support of the one male joint. After the outer periphery of the wedge member is guided and aligned, the insertion hole of the female connecting member is fitted into the male connecting member, so that the axis of the male joint and the female joint is at the start of joining. Even if they are somewhat eccentric, the female joint can be smoothly connected to the male joint while correcting the eccentricity.

本発明によるセグメントの接合構造によれば、一方のセグメントの雄型継手に他方のセグメントの雌型継手が押し込まれて連結された状態では、前記雄型継手の雄型連結部材の直径が前記雌型継手の雌型連結部材の挿入穴の内径より大きく設定されているために、雄型連結部材が雌型連結部材の挿入穴に嵌入した際、雌型連結部材の先端部が拡径変形して該先端部に装着された楔部材を拡径変位させ、これにより、該楔部材の外周面が雄型継手の円筒支持体の内周面に強く押圧されるので、前記円筒支持体の内周部と雌型連結部材との間で前記楔部材が大きな楔効果を発揮し、そのため、前記雄型継手と雌型継手とを雄型連結部材と雌型連結部材との緊密な嵌合を介してしっかりと連結させることができる。そして、前記雄型連結部材と雌型連結部材との嵌合状態を前記円筒支持体によって強固に保持させることができるので、雄型継手と雌型継手の軸方向およびこれに直交する方向における連結を強固に行わせることができ、これにより、セグメントどうしの結合強度を向上させることができる。
また、前記雄型継手と雌型継手は円筒状部材と棒状部材とを組合せてなるものであるので、継手構造が簡単であり、容易にかつ安価に製作することができる。
According to the joining structure of segments according to the present invention, in a state where the female joint of the other segment is pushed into the male joint of one segment and connected, the diameter of the male joint member of the male joint is the female joint. Since the inner diameter of the insertion hole of the female coupling member of the mold joint is set larger than the inner diameter of the female coupling member, when the male coupling member is fitted into the insertion hole of the female coupling member, the distal end portion of the female coupling member is deformed to expand. The wedge member mounted on the distal end portion is displaced in diameter, whereby the outer peripheral surface of the wedge member is strongly pressed against the inner peripheral surface of the cylindrical joint of the male joint. The wedge member exerts a large wedge effect between the peripheral portion and the female coupling member. Therefore, the male coupling and the female coupling are closely fitted with the male coupling member and the female coupling member. Can be firmly connected to each other. And since the fitting state of the male connection member and the female connection member can be firmly held by the cylindrical support, the connection between the male joint and the female joint in the axial direction and the direction orthogonal thereto is performed. Thus, the bonding strength between the segments can be improved.
Further, since the male joint and the female joint are a combination of a cylindrical member and a rod-shaped member, the joint structure is simple and can be manufactured easily and inexpensively.

以下、本発明の一実施の形態に係るセグメントの継手構造ついて添付図面を参照して説明する。
図1、図3、図4は、本発明の一実施の形態に係るセグメントの継手構造Aを示す。このセグメントの継ぎ手構造Aは、シールドトンネルの覆工体用に使用される円弧版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)1の一端側(トンネルの軸方向における羽口側、図4で右端側)の接合端部1aに固定された雄型継手2と、前記セグメント1の他端側(トンネルの軸方向における坑口側、図4で左端側)の接合端部1bに固定されて前記雄型継手2に連結される雌型継手3とを備えている。
前記雄型継手2と雌型継手3は、それぞれ、前記セグメント1の円弧方向(トンネルの周方向)に沿って間隔をあけて複数個(図示の例では各2個)設けられている。
Hereinafter, a joint structure for a segment according to an embodiment of the present invention will be described with reference to the accompanying drawings.
1, 3 and 4 show a segment joint structure A according to an embodiment of the present invention. The joint structure A of this segment is one end side (a tuyere side in the axial direction of the tunnel, FIG. 4) of an arc-shaped concrete segment (hereinafter simply referred to as “segment”) 1 used for a shield tunnel covering body. And the male joint 2 fixed to the joint end 1a on the right end side) and the joint end 1b on the other end side (the wellhead side in the axial direction of the tunnel, the left end side in FIG. 4) of the segment 1 And a female joint 3 connected to the male joint 2.
The male joint 2 and the female joint 3 are provided in plural (two in the illustrated example) at intervals along the arc direction of the segment 1 (circumferential direction of the tunnel).

前記雄型継手2は、円筒部材4aの内端(図1で左端)に底板4bを固着してなる有底の円筒支持体4と、軸線を該円筒支持体4の軸線に一致させて前記底板4bの内側に内端を固着した平行軸状の雄型連結部材5と、前記円筒支持体4の外周にその周方向に間隔をあけて配置され、その軸方向に向けて固着した複数本のアンカー棒Fとを備えている。前記円筒支持体4は、その軸方向が前記接合端部1aの接合面1a1に対して垂直に向けられ、かつその接合面1a1への開口部4c側の外端(図1で右端)4dが前記接合面1a1より所定寸法だけ没入された(接合面1a1より外側へ突き出さないようにした)状態で、セグメント1の接合端部1aに埋設されている。前記雄型連結部材5の底部4bと反対側の外端(図1で右端)5aは、前記円筒支持体4の外端4dよりも所定寸法だけ底部4b側(内側)に寄った位置に設定されている。前記円筒支持体4と雄型連結部材5とで囲まれた環状空間4eは、セグメント1,1どうしが接合されるまでは、前記接合面1aの外側に開放されている。   The male joint 2 includes a bottomed cylindrical support 4 formed by fixing a bottom plate 4b to an inner end (left end in FIG. 1) of a cylindrical member 4a, and an axis line that matches the axis of the cylindrical support 4. A parallel shaft-shaped male connecting member 5 having an inner end fixed to the inside of the bottom plate 4b, and a plurality of male connecting members 5 which are arranged on the outer periphery of the cylindrical support 4 at intervals in the circumferential direction and fixed in the axial direction. Anchor rod F. The cylindrical support 4 has an axial direction oriented perpendicular to the joint surface 1a1 of the joint end 1a, and an outer end (right end in FIG. 1) 4d on the side of the opening 4c to the joint surface 1a1. It is embedded in the joining end portion 1a of the segment 1 in a state where it is immersed by a predetermined dimension from the joining surface 1a1 (so as not to protrude outward from the joining surface 1a1). An outer end (right end in FIG. 1) 5a opposite to the bottom 4b of the male connecting member 5 is set at a position closer to the bottom 4b side (inside) by a predetermined dimension than the outer end 4d of the cylindrical support 4. Has been. The annular space 4e surrounded by the cylindrical support 4 and the male connecting member 5 is open to the outside of the joint surface 1a until the segments 1 and 1 are joined.

前記雄型連結部材5の外端側(前記開口部4c側)の外周部には、先細となるテーパ状の面取り部5bが設けられている。該取り部5bは外側に凸の円弧状部として形成してもよい。また、前記セグメント1の接合端部1aにおける前記円筒支持体4の埋設部には、該円筒支持体4の一端外周から外広がりのテーパ状の凹所1a2が接合面1a1に開口して設けられている。なお、前記凹所1a2の内方は、図1に鎖線hで示すように、円筒支持体4の外端内周に一致されるようにしてもよい。また、前記接合面1a1における前記円筒支持体4よりセグメント1の外周側(図1で上側)に寄った位置には、従来周知のように、シール材を装着するためのシール用溝1a3がセグメント1の円弧に沿って形成されている。   A tapered chamfered portion 5b is provided on the outer peripheral portion of the male connecting member 5 on the outer end side (the opening 4c side). The take-up portion 5b may be formed as an outwardly convex arcuate portion. In addition, a taper-shaped recess 1a2 that extends outward from the outer periphery of one end of the cylindrical support 4 is provided in the buried portion of the cylindrical support 4 at the joining end 1a of the segment 1 so as to open to the joining surface 1a1. ing. Note that the inside of the recess 1a2 may coincide with the inner periphery of the outer end of the cylindrical support 4 as indicated by a chain line h in FIG. Further, as is well known in the art, a sealing groove 1a3 for mounting a sealing material is provided at a position closer to the outer peripheral side (upper side in FIG. 1) of the segment 1 than the cylindrical support 4 on the joint surface 1a1. It is formed along one arc.

前記雌型継手3は、前記セグメント1の他端側の接合端部1bに前記接合面1b1に開口させて設けた凹所1b2の底部に埋設、固定されたアンカーボルト6と、該アンカーボルト6の前記凹所1b2内に突き出された先端側の雄ねじ部6aに着脱可能に螺合された雌型連結部材7と、該雌型連結部材7の先端側の外周部に装着されたテーパ筒状の楔部材8とを備えている。
前記アンカーボルト6は、頭部6b側を凹所1b2の底部に埋設され、前記雄ねじ部6aの先端面を接合面1b1より内側に位置され(やや凹所1b2内に没入され)、軸方向を前記接合面1b1に垂直に向けて設けられている。
The female joint 3 includes an anchor bolt 6 embedded and fixed at the bottom of a recess 1b2 provided in the joint end 1b on the other end side of the segment 1 so as to open to the joint surface 1b1, and the anchor bolt 6 A female coupling member 7 detachably screwed into a male screw portion 6a on the distal end side protruding into the recess 1b2, and a tapered cylindrical shape mounted on the outer peripheral portion on the distal end side of the female coupling member 7 The wedge member 8 is provided.
The anchor bolt 6 is embedded in the bottom portion of the recess 1b2 on the head 6b side, the tip surface of the male screw portion 6a is located on the inner side of the joint surface 1b1 (slightly inserted into the recess 1b2), and the axial direction is It is provided perpendicularly to the joint surface 1b1.

前記雌型連結部材7は、軸方向の略中央より基端側(図1で右端側)が大径の固定部7aとされ、先端側(図1で左端側)が前記固定部7aより小径の嵌着部7bとされ、中心に軸方向に沿って貫通する挿入穴7cが設けられた円筒状部材として形成されている。そして、前記固定部7aの直径は前記雄型継手2の円筒支持体4の内径より僅かに小径とされ、また、前記挿入穴7cの直径は、前記雄型継手2の雄型連結部材5の直径にもよるが、例えば、直径差で2mmとなるように雄型連結部材5の直径より僅かに小径とされている。また、前記雄型連結部材5の面取り部5dの外端の直径は、前記雌型連結部材7の挿入穴7cの内径より所定寸法だけ小さく設定されている。
前記挿入穴7cの基端側には雌ねじ7dが設けられており、雌型連結部材7は、該雌ねじ7dを前記雌型連結部材7の基端部が凹所1b2の底面に当接するまで前記アンカーボルト7の雄ねじ部6aに螺合させて、先端側をセグメント1の接合面1b1より外側に突き出し、軸方向を接合面1b1に対して垂直にして前記アンカーボルト6に着脱自在に連結し得るようになっている。
The female connecting member 7 has a large-diameter fixing portion 7a on the base end side (right end side in FIG. 1) from a substantially axial center, and a distal end side (left end side in FIG. 1) smaller diameter than the fixing portion 7a. It is formed as a cylindrical member provided with an insertion hole 7c penetrating along the axial direction at the center. The diameter of the fixing portion 7a is slightly smaller than the inner diameter of the cylindrical support 4 of the male joint 2, and the diameter of the insertion hole 7c is that of the male connecting member 5 of the male joint 2. Although depending on the diameter, for example, the diameter is slightly smaller than the diameter of the male connecting member 5 so that the difference in diameter is 2 mm. The diameter of the outer end of the chamfered portion 5d of the male connecting member 5 is set to be smaller than the inner diameter of the insertion hole 7c of the female connecting member 7 by a predetermined dimension.
A female screw 7d is provided on the base end side of the insertion hole 7c, and the female connecting member 7 is arranged so that the female screw 7d is in contact with the bottom surface of the recess 1b2 until the base end of the female connecting member 7 abuts. It can be screwed into the male threaded portion 6a of the anchor bolt 7 so that its distal end protrudes outward from the joint surface 1b1 of the segment 1 and can be detachably connected to the anchor bolt 6 with its axial direction perpendicular to the joint surface 1b1. It is like that.

前記雌型連結部材7の接合面1b1からの外側への突き出し長さは、セグメント1,1の接合面1a1,1b1どうしを突き合わせたときに、雌型連結部材7の先端が雄型継手2の円筒支持体4の底板4bから十分に離れた位置に停止されるように設定されている。
さらに、前記雌型連結部材7の嵌着部7bには、その先端部から嵌着部7bと固定部7aとの境界である段部7eに至るまで軸方向に延長して形成した所定幅のスリット7fが、周方向に所定間隔をあけて複数個(図示の例では4本)設けられている。
前記楔部材8は、剛性の高い材料で形成され、外周部8aが先端側(図1で左端側)を先窄まりのテーパ筒を、その周方向に複数(図示の例では4個)に分割してなり、その分割面8bを互いに突き合わせ、前記雌型連結部材7の嵌着部7bの外周部に内周部8cを接触させ、基端部(図1で右端部)を前記雌型連結部材7の段部7eに当接させて、該雌型連結部材7に装着されている。また、前記楔部材8の大径側の直径(最大直径)は、常態(前記雌型連結部材7の挿入穴7cに雄型連結部材6が嵌入される前)では、前記円筒支持体4の内径より直径差で、例えば1mmだけ小さく、前記雌型連結部材7の挿入穴7cに雄型連結部材6が十分に嵌入されて直径方向に拡径された時には、前記円筒支持体4の内径より直径差で、例えば1mmだけ大きくなるように設定されている。
The protruding length of the female connecting member 7 from the joint surface 1b1 to the outside is such that when the joint surfaces 1a1 and 1b1 of the segments 1 and 1 are brought into contact with each other, the tip of the female connecting member 7 is the male joint 2 The cylindrical support 4 is set to be stopped at a position sufficiently away from the bottom plate 4b.
Furthermore, the fitting part 7b of the female connecting member 7 has a predetermined width formed by extending in the axial direction from the tip part to the step part 7e which is the boundary between the fitting part 7b and the fixing part 7a. A plurality of slits 7f (four in the illustrated example) are provided at predetermined intervals in the circumferential direction.
The wedge member 8 is formed of a material having high rigidity, and has a plurality of tapered cylinders (four in the illustrated example) in the circumferential direction with the outer peripheral portion 8a tapered on the tip side (left end side in FIG. 1). The divided surfaces 8b are abutted with each other, the inner peripheral portion 8c is brought into contact with the outer peripheral portion of the fitting portion 7b of the female connecting member 7, and the base end portion (right end portion in FIG. 1) is set to the female die. It is attached to the female connecting member 7 in contact with the step 7 e of the connecting member 7. In addition, the diameter (maximum diameter) of the wedge member 8 on the large diameter side is normal (before the male connecting member 6 is inserted into the insertion hole 7c of the female connecting member 7). When the male connecting member 6 is sufficiently inserted into the insertion hole 7c of the female connecting member 7 and expanded in the diameter direction by a diameter difference from the inner diameter, for example, by 1 mm, the inner diameter of the cylindrical support 4 is larger. The diameter difference is set to be increased by, for example, 1 mm.

そして、前記楔部材8には、その基端部側の外周に横断面円弧状の環状溝8dが周方向に沿って設けられており、該環状溝8dには直径方向に拡縮可能な一本の環状の弾性リング9が装着され、該弾性リング9が前記楔部材8を前記嵌着部7bの外周部にしっかりと押し付けて保持するようになっている。前記楔部材8は、前記嵌着部7bの長さより短く形成されて、その先端部が嵌着部7bの先端部より基端部側に寄った位置にある。
前記スリット7fの個数、前記楔部材8の分割数は、それぞれ4個に限らず、3個または5個以上の複数であってもよく、また、前記環状溝8d、弾性リング9の本数は一本に限らず、楔部材8の軸方向に間隔をあけて複数本設けてもよい。また、前記弾性リング9はゴム製のOリングや、直径の小さなコイルバネをリング状に結んだもので構成することができる。
なお、前記環状溝8は前記弾性リング9の外周が楔部材8の外周側にあまり突き出さないように、なるべく深くするのがよく、楔部材8が厚肉である場合には、弾性リング9の外周が環状溝8d内に没入する深さにするとよい。また、前記セグメント1の他端側の接合面1bには、前記凹所1b2より外周側において前記接合面1aのシール溝1a3に対向する位置に、セグメント1の外周面の円弧に沿うシール溝1a3と同形状のシール溝1b3が設けられている。
The wedge member 8 is provided with an annular groove 8d having an arc-shaped cross section along the circumferential direction on the outer periphery on the base end side, and the annular groove 8d has a single diameter that can be expanded and contracted in the diameter direction. The annular elastic ring 9 is attached, and the elastic ring 9 presses and holds the wedge member 8 firmly against the outer peripheral portion of the fitting portion 7b. The wedge member 8 is formed to be shorter than the length of the fitting portion 7b, and the distal end thereof is located closer to the proximal end than the distal end portion of the fitting portion 7b.
The number of the slits 7f and the number of divisions of the wedge member 8 are not limited to four, but may be three or a plurality of five or more, and the number of the annular groove 8d and the elastic ring 9 is one. Not limited to the book, a plurality of wedge members 8 may be provided at intervals in the axial direction of the wedge member 8. The elastic ring 9 can be constituted by a rubber O-ring or a coil spring having a small diameter connected in a ring shape.
The annular groove 8 should be as deep as possible so that the outer periphery of the elastic ring 9 does not protrude so much toward the outer peripheral side of the wedge member 8. When the wedge member 8 is thick, the elastic ring 9 It is preferable to make the depth of the outer circumference of the ring so as to be immersed in the annular groove 8d. Further, on the joint surface 1b on the other end side of the segment 1, the seal groove 1a3 along the arc of the outer peripheral surface of the segment 1 is provided at a position facing the seal groove 1a3 of the joint surface 1a on the outer peripheral side from the recess 1b2. And a seal groove 1b3 having the same shape as that of FIG.

次に、前記構成のセグメントの継手構造Aによってトンネルの周方向に隣接するセグメント1,1どうしを接合する方法について説明する。
先ず、図1で左側に組み立てられれた坑口側のセグメントリングのセグメント1に対し、右側に位置させた羽口側のセグメント1を操作して接近させて、坑口側のセグメント1における雄型継手2の雄型連結部材5の軸線に、羽口側のセグメント1のアンカーボルト6の軸線を一致させた状態とする。そして、予めセグメント1の運搬時に前記アンカーボルト6から取り外しておいた前記楔部材8が装着済みの雌型連結部材7を、その雌ねじ7dを雌型連結部材7の基端部が凹所1b2の底部に当接するまで雄ねじ部6aに螺合させることによりアンカーボルト6に連結する。
なお、前記セグメント1,1のシール溝1a3,1b3の一方には、従来と同様に予めシール材Sを接着しておくものとする。
Next, a method of joining the segments 1 and 1 adjacent to each other in the circumferential direction of the tunnel by the segment joint structure A having the above configuration will be described.
First, with respect to the segment 1 of the well-end segment ring assembled on the left side in FIG. 1, the tuyere-side segment 1 positioned on the right side is operated to approach the male joint 2 in the segment 1 on the well-end side. The axis of the anchor bolt 6 of the tuyere side segment 1 is made to coincide with the axis of the male connecting member 5. The female connecting member 7 to which the wedge member 8 that has been removed from the anchor bolt 6 in advance when the segment 1 is transported is attached, the female screw 7d is connected to the recess 1b2 at the base end of the female connecting member 7. It is connected to the anchor bolt 6 by being screwed into the male screw portion 6a until it comes into contact with the bottom portion.
It should be noted that the seal material S is previously bonded to one of the seal grooves 1a3 and 1b3 of the segments 1 and 1 as in the conventional case.

次に、前記羽口側のセグメント1を坑口側のセグメント1側に向けて矢印ロ方向に移動させて、坑口側のセグメント1の接合面1a1に,羽口側のセグメント1の接合面1b1を当接させる。その過程では、前記雌型連結部材7の先端部とこれに続いて楔部材8の先端部が前記雄型継手2の開口部4cに入った後、前記雌型連結部材7の挿入穴7cに前記雄型連結部材5の先端部が面取り部5bを介して嵌入され、この嵌入により、雌型連結部材7の嵌着部7bが雄型連結部材5によって拡径変形されながら、雄型連結部材5との嵌合量を増して行く。これと同時に、前記嵌着部7bに装着された楔部材8が、前記雄型継手2の円筒支持体4内に嵌入されて、前記嵌着部7bの拡径に伴って徐々に拡径変位しながら円筒支持体4内に押し込まれて行く。そして、最後には、図3に示すように、前記雄型継手2の環状空間4e内に前記雌型継手3の雌型連詰部材7と楔部材8とが強制挿入され、前記嵌着部7bの挿入穴7cに雄型連結部材5が、また、円筒支持体4の内部に楔部材8を介在させて雌型連結部材7がそれぞれ圧入嵌合された状態となり、これにより、雄型継手2と雌型継手3が連結され、セグメント1,1どうしが、それらの接合面1a1,1b1を突き合わせて接合された状態となる。   Next, the tuyere side segment 1 is moved in the direction indicated by the arrow B toward the well side segment 1 side, and the joining surface 1a1 of the well side segment 1 is connected to the joining surface 1b1 of the tuyere side segment 1. Make contact. In this process, the distal end portion of the female coupling member 7 and the distal end portion of the wedge member 8 subsequently enter the opening 4 c of the male joint 2 and then enter the insertion hole 7 c of the female coupling member 7. The distal end portion of the male connecting member 5 is fitted through a chamfered portion 5 b, and the fitting portion 7 b of the female connecting member 7 is expanded and deformed by the male connecting member 5 by this fitting. The amount of fitting with 5 is increased. At the same time, the wedge member 8 attached to the fitting portion 7b is fitted into the cylindrical support 4 of the male joint 2, and gradually expands with the diameter of the fitting portion 7b. While being pushed into the cylindrical support 4. Finally, as shown in FIG. 3, the female continuous member 7 and the wedge member 8 of the female joint 3 are forcibly inserted into the annular space 4 e of the male joint 2, and the fitting portion The male coupling member 5 is inserted into the insertion hole 7c of 7b, and the female coupling member 7 is press-fitted into the cylindrical support body 4 with the wedge member 8 interposed therebetween. 2 and the female joint 3 are connected, and the segments 1 and 1 are joined by abutting their joining surfaces 1a1 and 1b1.

このように、前記雄型継手2と雌型継手3が連結された状態では、前記雄型連結部材5の直径が雌型連結部材7の挿入穴7cの内径より大きく設定されているために、雄型連結部材5が雌型連結部材7の挿入穴7cに嵌入した際、嵌着部7が拡径変形され、該嵌着部7がその外周側に装着された楔部材8を、その最大外径が円筒支持体4の内より大きく拡径変位させて、楔部材8の外周面を雄型継手2の円筒支持体4の内周部に加圧して接触(押圧)させるので、前記雌型連結部材7の嵌着部7と円筒支持体4の内周部との間、特に楔部材8の大径部側にテーパによる大きな楔効果が生じて、前記雄型継手2の雄型連結部材5と雌型継手3の雌型連結部材7とが締まりはめの状態となって緊密に嵌合されると共に、この嵌合状態が前記円筒支持体4によって保持される。これにより、雄型継手2と雌型継手3の軸方向およびこれに直交する方向における連結が強固に行われる。   Thus, in the state where the male joint 2 and the female joint 3 are coupled, the diameter of the male coupling member 5 is set larger than the inner diameter of the insertion hole 7c of the female coupling member 7, When the male connecting member 5 is inserted into the insertion hole 7c of the female connecting member 7, the fitting portion 7 is expanded in diameter, and the wedge member 8 attached to the outer peripheral side of the fitting portion 7 is moved to its maximum. Since the outer diameter is displaced larger than the inside of the cylindrical support 4 and the outer peripheral surface of the wedge member 8 is pressed against and contacted (pressed) on the inner peripheral portion of the cylindrical support 4 of the male joint 2, the female A large wedge effect due to the taper occurs between the fitting portion 7 of the mold connecting member 7 and the inner peripheral portion of the cylindrical support 4, particularly on the large diameter side of the wedge member 8, so that the male connection of the male joint 2 is performed. The member 5 and the female coupling member 7 of the female joint 3 are tightly fitted in a tight fit, and this fitted state is the cylindrical support. It is held by the body 4. As a result, the male joint 2 and the female joint 3 are firmly connected in the axial direction and in the direction orthogonal thereto.

前記において、前記雄型継手2の雄型連結部材5の先端部に面取り部5bが設けられ、前記雌型継手3の楔部材8の外周部が先細のテーパ面に形成されているので、前記雄型継手2に対して雌型継手3が多少偏心された状態で嵌入されても、前記円筒支持体4の内周面によって楔部材8が調芯されることによって、前記雌型連結部材7が雄型連結部材5に円滑に嵌入され、前記雄型継手2と雌型継手3が同軸となってしっかりと連結される。また、同様な理由により、前記円筒支持体4の内径や雄型連結部材5の外径と雌型連結部材7の挿入穴7cや楔部材8の外径との間の嵌合公差は厳格さを要求されないので、前記雄型継手2と雌型継手3の構成部材の製作、セグメント1への組付けが容易である。   In the above, the chamfered portion 5b is provided at the distal end portion of the male coupling member 5 of the male joint 2, and the outer peripheral portion of the wedge member 8 of the female joint 3 is formed in a tapered taper surface. Even if the female joint 3 is inserted with the male joint 2 in a slightly eccentric state, the female connecting member 7 is aligned by the wedge member 8 being aligned by the inner peripheral surface of the cylindrical support 4. Is smoothly inserted into the male connecting member 5, and the male joint 2 and the female joint 3 are coaxially connected to each other. For the same reason, the fitting tolerance between the inner diameter of the cylindrical support 4 or the outer diameter of the male connecting member 5 and the outer diameter of the insertion hole 7c or the wedge member 8 of the female connecting member 7 is strict. Therefore, it is easy to manufacture the components of the male joint 2 and the female joint 3 and assemble them to the segment 1.

また、雄型継手2の円筒支持体4の内周部と雄型連結部材5の間の環状空間4eに、雌型継手3の雌型連結部材7と楔部材8を押し込むことにより、ワンタッチで雄型継手2と雌型継手3とを簡単に連結することができる。雄型継手2と雌型継手3とをボルトとナットで連結するものではないので、セグメント1の接合端部1a,1bの内面側にボルト、ナットを操作するためのボルトボックスを設ける必要がなく、セグメント1の内面が平滑に形成できる。さらに、前記雌型継手3の雌型連結部材7と楔部材8の組付けセットは、現場でセグメント1,1どうしの接合を行う直前にアンカーボルト6に螺着して取り付ければよいので、セグメント1の運搬時に、前記組付けセットがセグメント1の接合面1a1,1b1から突き出していて邪魔になることがないと共に、前記組付けセットが他の部材に衝突することにより破損したり、組付けセットの衝突によりセグメント1に割れが生じたりするおそれもない。   Further, the female coupling member 7 and the wedge member 8 of the female joint 3 are pushed into the annular space 4e between the inner peripheral portion of the cylindrical support 4 of the male joint 2 and the male coupling member 5, thereby enabling one-touch operation. The male joint 2 and the female joint 3 can be easily connected. Since the male joint 2 and the female joint 3 are not connected by bolts and nuts, it is not necessary to provide a bolt box for operating the bolts and nuts on the inner surface side of the joining end portions 1a and 1b of the segment 1. The inner surface of the segment 1 can be formed smoothly. Further, the assembly set of the female coupling member 7 and the wedge member 8 of the female joint 3 may be screwed and attached to the anchor bolt 6 immediately before joining the segments 1 and 1 at the site. The assembly set protrudes from the joint surfaces 1a1 and 1b1 of the segment 1 during transportation of the segment 1 and does not get in the way, and the assembly set may be damaged by colliding with other members. There is no possibility that the segment 1 is cracked by the collision.

以上説明したように、前記実施の形態に係るセグメントの継手構造Aは、前記雄型継手2が、円筒支持体4と、該円筒支持体4の内側に環状空4e間をあけて同軸線上に配した軸状の雄型連結部材5とを備え、それらが各外端を接合面1aから外側に突き出さないようにして、一方のセグメント1の接合端部1aに固定されており、また、前記雌型継手3が、前記雄型連結部材5の外径より所定寸法だけ小径であって該雄型連結部材5が嵌入可能な挿入穴7cを有し、先端側の嵌着部7bに軸方向に沿うスリット7dが周方向に間隔をあけて複数個設けられた円筒状の雌型連結部材7と、外周部8aが先窄まりのテーパ筒をその周方向に複数に分割してなり、前記雌型連結部材7の嵌着部7bの外周部に装着され、常時は最大外径が前記雄型継手2の円筒支持体4の内径より所定寸法だけ小径であって、前記雌型連結部材7がその挿入穴7cに前記雄型連結部材5を嵌入されて直径方向に拡径された時に、最大外径が前記雄型継手2の円筒支持体4の内径より大きく変位する楔部材8と、該楔部材8の外周に巻き掛けられて楔部材8の直径方向への拡縮を可能とする弾性リング9とを備え、前記雌型連結部材7が他方のセグメント1の接合端部1bに接合面1b1から外側へ突き出して固定された構成とされている。   As described above, in the segment joint structure A according to the embodiment, the male joint 2 has a cylindrical support 4 and an annular space 4e inside the cylindrical support 4 with a space between the annular spaces 4e. A shaft-shaped male connecting member 5 arranged and fixed to the joint end 1a of one segment 1 so that they do not protrude outward from the joint surface 1a. The female joint 3 has an insertion hole 7c that is smaller in diameter by a predetermined dimension than the outer diameter of the male connecting member 5 and into which the male connecting member 5 can be inserted. A cylindrical female connecting member 7 provided with a plurality of slits 7d along the direction spaced apart in the circumferential direction, and a tapered tube with a tapered outer peripheral portion 8a is divided into a plurality in the circumferential direction, It is attached to the outer periphery of the fitting portion 7b of the female connecting member 7, and the maximum outer diameter is always the male type. When the female connecting member 7 is smaller in diameter than the inner diameter of the cylindrical support 4 of the hand 2 and the male connecting member 5 is inserted into the insertion hole 7c and expanded in the diameter direction, A wedge member 8 whose outer diameter is displaced more than the inner diameter of the cylindrical support 4 of the male joint 2, and an elastic ring that is wound around the outer periphery of the wedge member 8 and allows the wedge member 8 to expand and contract in the diameter direction. 9 and the female connecting member 7 is fixed to the joining end 1b of the other segment 1 by protruding outward from the joining surface 1b1.

したがって、前記実施の形態に係るセグメントの継手構造Aによれば、一方のセグメント1の雄型継手2に他方のセグメント1の雌型継手3が押し込まれて連結された状態では、前記雄型継手2の雄型連結部材5の直径が前記雌型継手3の雌型連結部材7の挿入穴7cの内径より大きく設定されているために、雄型連結部材5が雌型連結部材7の挿入穴7cに嵌入した際、雌型連結部材7の先端部の嵌着部7bが拡径変形して該嵌着部7bに装着された楔部材8を拡径変位させ、これにより、該楔部材8の外周部8aのテーパ面が雄型継手2の円筒支持体4の内周面に強く押圧されるので、前記円筒支持体4の内周部と雌型連結部材7との間で前記楔部材8が大きな楔効果を発揮し、そのため、前記雄型継手2と雌型継手3とを雄型連結部材5と雌型連結部材7との緊密な嵌合を介してしっかりと連結させることができる。そして、前記雄型連結部材5と雌型連結部材7との嵌合状態を前記円筒支持体4によって強固に保持させることができるので、雄型継手2と雌型継手3の軸方向およびこれに直交する方向における連結を強固に行わせることができ、これにより、セグメントどうしの結合強度を向上させることができる。
また、前記雄型継手2と雌型継手3は円筒状部材と棒状部材とを組合せてなるものであるから、継手構造が簡単であり、容易にかつ安価に製作することができる。
Therefore, according to the segment joint structure A according to the embodiment, in the state where the female joint 3 of the other segment 1 is pushed into and connected to the male joint 2 of one segment 1, the male joint 2 2 is set larger than the inner diameter of the insertion hole 7c of the female connection member 7 of the female joint 3, so that the male connection member 5 is inserted into the insertion hole of the female connection member 7. When fitted into 7c, the fitting portion 7b at the tip of the female connecting member 7 is deformed to expand the diameter, and the wedge member 8 attached to the fitting portion 7b is displaced in diameter, thereby the wedge member 8 Since the tapered surface of the outer peripheral portion 8 a is strongly pressed against the inner peripheral surface of the cylindrical support 4 of the male joint 2, the wedge member is interposed between the inner peripheral portion of the cylindrical support 4 and the female connecting member 7. 8 exerts a great wedge effect, so that the male joint 2 and the female joint 3 are connected to the male coupling member. It can be linked securely via a close fit with the female coupling member 7 and. And since the fitting state of the said male type | mold connection member 5 and the female type | mold connection member 7 can be firmly hold | maintained by the said cylindrical support body 4, the axial direction of the male type | mold joint 2 and the female type | mold joint 3, and this The connection in the orthogonal direction can be firmly performed, and thereby the coupling strength between the segments can be improved.
Since the male joint 2 and the female joint 3 are a combination of a cylindrical member and a rod-like member, the joint structure is simple and can be manufactured easily and inexpensively.

また、前記実施の形態に係るセグメントの継手構造Aによれば、前記雌型継手3が、他方のセグメント1の接合端部1bに設けた凹所1b2の底部に固定され、先端を接合面1b1より内側に位置させて凹所1b2内に突き出されたアンカーボルト6を備え、前記雌型連結部材7が、その基端部側の雌ねじ7dをアンカーボルト6の先端部の雄ねじ6aに螺合させることにより、アンカーボルト6に着脱可能に連結された構成とされているので、前記雌型継手3の雌型連結部材7と楔部材8の組付けセットを、予めアンカーボルト6から外しておき、現場でセグメント1,1どうしの接合を行う直前にアンカーボルト6に螺着すればよいので、セグメント1のハンドリング時に、前記組付けセットがセグメント1の接合面1b1から突き出していて邪魔になることがないと共に、前記組付けセットが他の部材に衝突することにより破損したり、前記組付けセットの衝突に伴ってセグメント1に割れが生じたりするのを確実に防止することができる。   Further, according to the segment joint structure A according to the embodiment, the female joint 3 is fixed to the bottom of the recess 1b2 provided in the joint end 1b of the other segment 1, and the tip is joined to the joint surface 1b1. An anchor bolt 6 is provided that is positioned on the inner side and protrudes into the recess 1 b 2, and the female connecting member 7 engages the female screw 7 d on the proximal end side with the male screw 6 a on the distal end portion of the anchor bolt 6. Thus, since it is configured to be detachably coupled to the anchor bolt 6, the assembly set of the female coupling member 7 and the wedge member 8 of the female coupling 3 is removed from the anchor bolt 6 in advance. The assembly set protrudes from the joint surface 1b1 of the segment 1 when the segment 1 is handled because the anchor bolt 6 may be screwed immediately before joining the segments 1 and 1 at the site. In addition, it is possible to reliably prevent the assembly set from being damaged by colliding with other members and the segment 1 from being cracked due to the collision of the assembly set. Can do.

さらに、前記実施の形態に係るセグメントの継手構造Aによれば、前記雄型連結部材5は、その外端が前記円筒支持体4の外端より所定寸法だけ内側に寄った位置にあり、その外端側の外周部には外端の直径が前記雌型連結部材7の挿入穴7cの直径より小径となる先細の面取り部5bが設けられた構成とされているので、一方のセグメント1に対して他方のセグメント1を移動させて接合する時に、一方のセグメント1の雄型継手2の円筒支持体4の内周部によって、他方のセグメント1の雌型連結部材7の先端部に装着された楔部材8の外周部が案内されて調芯された後に、雌型連結部材7の挿入穴7cが前記雄型連結部材5に嵌合されるので、接合開始時に雄型継手2と雌型継手3の軸心どうしが多少偏心していても、その偏心を修正しながら雄型継手2に対する雌型継手3の連結を円滑に行うことができる。
しかし、前記円筒支持体4の外端と雄型連結部材5の外端の位置は、必ずしも上記のように異ならせる必要はなく、ほぼ同一の位置に設定してもよい。
Furthermore, according to the joint structure A of the segment according to the embodiment, the male connecting member 5 has an outer end located at a position closer to an inner side than the outer end of the cylindrical support body 4 by a predetermined dimension. Since the outer peripheral portion is provided with a tapered chamfered portion 5b whose outer end diameter is smaller than the diameter of the insertion hole 7c of the female connecting member 7, one segment 1 has On the other hand, when the other segment 1 is moved and joined, it is attached to the distal end portion of the female connection member 7 of the other segment 1 by the inner peripheral portion of the cylindrical support 4 of the male joint 2 of the one segment 1. After the outer peripheral portion of the wedge member 8 is guided and aligned, the insertion hole 7c of the female connecting member 7 is fitted into the male connecting member 5, so that the male joint 2 and the female die are joined at the start of joining. Even if the shaft centers of the joint 3 are slightly eccentric, the eccentricity is corrected. It can be smoothly connected in the female joint 3 relative to the male coupling 2 while.
However, the positions of the outer end of the cylindrical support 4 and the outer end of the male connecting member 5 do not necessarily have to be different as described above, and may be set at substantially the same position.

なお、前記実施の形態に係るセグメントの継手構造Aにおいては、セグメント1の羽口側(一端側)の接合端部1aに雄型継手2を、坑口側(他端側)の接合端部1bに雌型継手3をそれぞれ2個設けたが、これに限らず、雄型継手2と雌型継手3の接合端部1a(1b)に設ける位置は上記と逆にしてもよく、設置個数も3個以上であってもよい。また、前記雄型継手2と雌型継手3をセグメント1のトンネル軸方向(セグメントリングの継手面側)における接合端部1a,1bに設けたが、これに限らず、セグメント1のトンネル周方向(セグメント1の継手面側)における接合端部1c,1dに設けて、前記雄型継手2と雌型継手3をセグメント1,1どうしをトンネル周方向に接合させるセグメントの接合構造とすることもできる。   In the segment joint structure A according to the embodiment, the male joint 2 is connected to the joint end 1a on the tuyere side (one end side) of the segment 1, and the joint end 1b on the wellhead side (the other end side). However, the present invention is not limited to this, and the position of the male joint 2 and the joint end 1a (1b) of the female joint 3 may be reversed from the above, and the number of installations is also limited. Three or more may be sufficient. Further, the male joint 2 and the female joint 3 are provided at the joining end portions 1a and 1b in the tunnel axial direction of the segment 1 (the joint surface side of the segment ring). It is also possible to provide a joint structure for a segment that is provided at the joint end portions 1c and 1d (on the joint surface side of the segment 1) and joins the male joint 2 and the female joint 3 to each other in the tunnel circumferential direction. it can.

また、前記実施の形態に係るセグメントの継手構造Aにおいては、前記雌型継手3の楔部材8を、剛性の高い材料のテーパ筒を周方向に複数に分割し、それらの外周に弾性リングを装着してテーパ筒状に構成したので、雌型継手部材7の挿入穴7cに雄型継手2の雄型継手部材5が嵌入して前記装着部の拡径変形した時に、その拡径変形に追従して前記楔部材8が円滑に拡径変位して楔効果を的確に強固に発揮することができて好ましいが、これに限らず、前記楔部材8は弾性変形し易い材料で形成された単なるテーパ筒であってもよい。この場合も、該テーパ筒が前記雌型継手部材7の嵌着部7bの拡径変形に伴って強制的に拡径変形されて楔効果を発揮することができる。なお、この場合には、前記弾性リング9を省略することができて、構造が簡単となる。   Further, in the segment joint structure A according to the embodiment, the wedge member 8 of the female joint 3 is divided into a plurality of tapered cylinders of a rigid material in the circumferential direction, and an elastic ring is provided on the outer periphery thereof. Since it is mounted and configured in a tapered cylindrical shape, when the male joint member 5 of the male joint 2 is fitted into the insertion hole 7c of the female joint member 7 and the diameter of the mounting portion is increased, the diameter of the mounting portion is increased. Following this, the wedge member 8 can be smoothly expanded in diameter and can exhibit the wedge effect accurately and firmly. However, the present invention is not limited to this, and the wedge member 8 is formed of a material that is easily elastically deformed. A simple tapered cylinder may be used. Also in this case, the tapered cylinder is forcibly enlarged and deformed in accordance with the enlarged diameter deformation of the fitting portion 7b of the female joint member 7, and the wedge effect can be exhibited. In this case, the elastic ring 9 can be omitted, and the structure becomes simple.

また、前記実施の形態に係るセグメントの継手構造Aにおいては、前記雄型連結部材5を前記円筒支持体4の底板4bに固着してセグメント1の接合端部1aに固定したが、これに限らず、底板4bを省略し、雄型連結部材5をアンカー等を介して直接にセグメント1の接合端部1aに埋設、固定するようにしてもよい。また、前記雄型連結部材5を中実の軸状としたが、剛性が高い材料であれば中空軸状ないしは円筒軸状としてもよい。また、前記雌型連結部材7は、それに形成した雌ねじ7dをアンカーボルト6の雄ねじ部6aに螺合してアンカーボルト6に連結するようにしたが、これに代えて、アンカーボルト6に雌ねじを設け、これに雌型連結部材7に設けた雄ねじ部を螺合させて、アンカーボルト6に雌型連結部材7を連結するようにしてもよい。   In the segment joint structure A according to the embodiment, the male connecting member 5 is fixed to the bottom plate 4b of the cylindrical support 4 and fixed to the joining end 1a of the segment 1, but the present invention is not limited thereto. Instead, the bottom plate 4b may be omitted, and the male connecting member 5 may be directly embedded and fixed in the joining end portion 1a of the segment 1 via an anchor or the like. The male connecting member 5 has a solid shaft shape, but may have a hollow shaft shape or a cylindrical shaft shape as long as the material has high rigidity. Further, the female connecting member 7 is configured such that the female screw 7d formed on the female connecting member 7 is screwed into the male screw portion 6a of the anchor bolt 6 to be connected to the anchor bolt 6. It is also possible to connect the female connecting member 7 to the anchor bolt 6 by screwing a male screw portion provided on the female connecting member 7 to this.

さらに、前記実施の形態に係るセグメントの継手構造Aにおいては、コンクリートセグメント1,1どうしを接合する場合に適用した例を挙げて説明したが、本発明はこれに限らず、鋼製セグメントどうし、鋼製セグメントの内側にコンクリートを充填させてなる合成セグメントどうしを接合する場合にも適用して同様な作用、効果を得ることができる。鋼製セグメントどうしや合成セグメントどうしを接合する継手構造に適用する場合には、雄型継手2の円筒支持体4および凹所1b2を構成する部材を主桁板に溶接すると共に、該凹所構成部材にアンカーボルト6を溶接し、必要に応じて前記円筒支持体と主桁板との間または凹所構成部材と主桁板との間に補強部材を設ける。   Furthermore, in the joint structure A of the segment according to the above embodiment, the example applied when the concrete segments 1 and 1 are joined to each other has been described. However, the present invention is not limited thereto, and the steel segments are The same action and effect can be obtained by applying to the case where the synthetic segments formed by filling concrete inside the steel segments are joined together. When applied to a joint structure in which steel segments or synthetic segments are joined together, the members constituting the cylindrical support 4 and the recess 1b2 of the male joint 2 are welded to the main girder plate, and the recess configuration An anchor bolt 6 is welded to the member, and a reinforcing member is provided between the cylindrical support and the main beam plate or between the recess constituting member and the main beam plate as necessary.

本発明の一実施の形態に係るセグメントの継手構造の接合前の状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state before joining of the joint structure of the segment which concerns on one embodiment of this invention. 図1のイ矢視図である。FIG. 本発明の一実施の形態に係るセグメントの継手構造の接合状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the joining state of the joint structure of the segment which concerns on one embodiment of this invention. 本発明の一実施の形態に係るセグメントの継手構造を適用したコンクリートセグメントを示す斜視図である。It is a perspective view which shows the concrete segment to which the joint structure of the segment which concerns on one embodiment of this invention is applied.

符号の説明Explanation of symbols

1 コンクリートセグメント(セグメント)
1a,1b 接合端部
1a1,1b1 接合面
1b2 凹所
2 雄型継手
3 雌型継手
4 円筒支持体
4e 環状空間
5 雄型連結部材
6 アンカーボルト
6a 雄ねじ部
7 雌型連結部材
7b 嵌着部
7c 挿入穴
7d 雌ねじ
7f スリット
8 楔部材
8a 外周部
8d 環状溝
9 弾性リング
A セグメントの継手構造
1 Concrete segment (segment)
1a, 1b Joining end 1a1, 1b1 Joining surface 1b2 Recess 2 Male joint 3 Female joint 4 Cylindrical support 4e Annular space 5 Male joint member 6 Anchor bolt 6a Male screw part 7 Female joint member 7b fitting part 7c Insertion hole 7d Female screw 7f Slit 8 Wedge member 8a Outer peripheral part 8d Annular groove 9 Elastic ring A Joint structure of segment

Claims (3)

隣接する一対のセグメントの接合面どうしを突き合わせ、一方のセグメンの接合端部に設けた雄型継手と他方のセグメントの接合端部に設けた雌型継手とを嵌合させることにより前記セグメントどうしを接合するセグメントの継手構造であって、
前記雄型継手は、円筒支持体と、該円筒支持体の内側に環状空間をあけて同軸線上に配した軸状の雄型連結部材とを備え、それらが各外端を接合面から外側に突き出さないようにして一方のセグメントの接合端部に固定されており、また、前記雌型継手は、前記雄型連結部材の外径より所定寸法だけ小径であって該雄型連結部材が嵌入可能な挿入穴を有し、先端側に軸方向に沿うスリットが周方向に間隔をあけて複数個設けられた円筒状の雌型連結部材と、外周部が先窄まりのテーパ筒状に形成されて前記雌型連結部材の先端側の外周部に装着され、前記雌型連結部材の挿入穴に雄型連結部材が嵌入される前は最大外径が前記雄型継手の円筒支持体の内径より所定寸法だけ小径であって、前記雌型連結部材がその挿入穴に雄型連結部材を嵌入されて直径方向に拡径された時に、最大外径が前記雄型継手の円筒支持体の内径より大きく変位する楔部材と、該楔部材の外周に巻き掛けられて楔部材の直径方向への拡縮を可能とする弾性リングとを備え、前記雌型連結部材が他方のセグメントの接合端部に接合面から外側へ突き出して固定されていることを特徴とするセグメントの継手構造。
The joint surfaces of a pair of adjacent segments are butted together, and the segments are joined by fitting a male joint provided at the joint end of one segment and a female joint provided at the joint end of the other segment. A joint structure of joining segments,
The male joint includes a cylindrical support and a shaft-shaped male connecting member arranged on a coaxial line with an annular space inside the cylindrical support, and the outer ends of the male joint extend outward from the joint surface. It is fixed to the joining end portion of one segment so as not to protrude, and the female joint is smaller in diameter by a predetermined dimension than the outer diameter of the male connecting member, and the male connecting member is inserted. Cylindrical female connecting member with a possible insertion hole and a plurality of slits along the axial direction on the tip side spaced apart in the circumferential direction, and a tapered cylindrical shape with a tapered outer periphery Is attached to the outer peripheral portion on the distal end side of the female connecting member, and before the male connecting member is inserted into the insertion hole of the female connecting member, the maximum outer diameter is the inner diameter of the cylindrical support of the male joint. The female connecting member has a smaller diameter by a predetermined dimension, and the male connecting member is inserted into the insertion hole. A wedge member whose maximum outer diameter is larger than the inner diameter of the cylindrical joint of the male joint when the diameter is expanded in the diameter direction, and the wedge member is wound around the outer periphery of the wedge member and moved in the diameter direction of the wedge member. A segment joint structure comprising: an elastic ring capable of expanding and contracting, wherein the female connecting member protrudes outward from a joint surface to a joint end portion of the other segment.
前記雌型継手は、他方のセグメントの接合端部に設けた凹所の底部に固定され、先端を接合面より内側に位置させて凹所内に突き出されたアンカーボルトを備え、前記雌型連結部材が、その基端部側を前記アンカーボルトの先端部に螺合させることにより、アンカーボルトに着脱可能に連結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の継手構造。   The female joint includes an anchor bolt that is fixed to the bottom of a recess provided at the joint end of the other segment and that protrudes into the recess with the tip positioned on the inner side of the joint surface. 2. The segment joint structure according to claim 1, wherein the base end side of the segment is detachably connected to the anchor bolt by screwing the base end side to the tip end of the anchor bolt. 前記雄型連結部材は、その外端が前記円筒支持体の外端より所定寸法だけ内側に寄った位置にあり、その外端側の外周部には外端の直径が前記雌型連結部材の挿入穴の直径より小径となる先細の面取り部が設けられていることを特徴とする請求項1または2に記載のセグメントの継手構造。   The male connecting member has an outer end located at a position closer to the inner side than the outer end of the cylindrical support by a predetermined dimension, and the outer end has an outer end diameter of the female connecting member. 3. The segment joint structure according to claim 1, further comprising a tapered chamfered portion having a diameter smaller than the diameter of the insertion hole.
JP2006248246A 2006-09-13 2006-09-13 Joint structure of segment Withdrawn JP2008069540A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013185354A (en) * 2012-03-07 2013-09-19 Kubota Corp Connection joint, alignment member and segment
JP2015045124A (en) * 2013-08-27 2015-03-12 東京地下鉄株式会社 Coupling device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013185354A (en) * 2012-03-07 2013-09-19 Kubota Corp Connection joint, alignment member and segment
JP2015045124A (en) * 2013-08-27 2015-03-12 東京地下鉄株式会社 Coupling device

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