JP5752909B2 - Segment joint structure - Google Patents

Segment joint structure Download PDF

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JP5752909B2
JP5752909B2 JP2010215373A JP2010215373A JP5752909B2 JP 5752909 B2 JP5752909 B2 JP 5752909B2 JP 2010215373 A JP2010215373 A JP 2010215373A JP 2010215373 A JP2010215373 A JP 2010215373A JP 5752909 B2 JP5752909 B2 JP 5752909B2
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reinforcing bar
anchor reinforcing
segment
joint
face
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JP2011099312A (en
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均 浅野
均 浅野
請川 誠
誠 請川
賢二 下坂
賢二 下坂
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Toda Corp
Nippon Hume Corp
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Description

本発明は、シールド工法において、掘削後にシールド機内で周方向に組み立てられるとともに、組立済みのセグメントに対しトンネル軸方向に接続されるセグメントの継手構造に関する。 The present invention provides a shield tunneling, with assembled circumferentially shield machine after drilling, about the joint structure of the segments relative assembled segments are connected to the tunnel axis.

トンネルのシールド工法は、シールド機で掘削を行いながら、該シールド機のスキンプレート後方部内で、断面円弧状等のセグメントを周方向に組み立てるとともに、組立済みのセグメントにトンネル軸方向に接続し、順次、トンネルを構築するトンネル工法である。   The tunnel shield construction method assembles segments such as arc-shaped sections in the circumferential direction in the rear part of the skin plate of the shield machine while excavating with the shield machine, and connects the assembled segments in the tunnel axis direction in order. It is a tunnel construction method to construct a tunnel.

従来より、前記セグメントの継手構造が数多く提案されている。トンネル周方向の継手は、一般的に「ピース間継手」と呼ばれ、組立済みのセグメントに対する継手は、一般的に「リング間継手」と呼ばれている。   Conventionally, many joint structures for the segment have been proposed. Tunnel circumferential joints are commonly referred to as “piece-to-piece joints” and joints to assembled segments are commonly referred to as “inter-ring joints”.

前記リング間継手としては、例えば図16に示されるように、組立セグメント52側から組立済みセグメント53方向に向けて斜め方向に組立ボルト51を挿入することにより組立を行うものが知られている。   As the inter-ring joint, for example, as shown in FIG. 16, a joint that is assembled by inserting an assembly bolt 51 in an oblique direction from the assembly segment 52 toward the assembled segment 53 is known.

他方、近年は挿入又はスライド等によるワンタッチ方式でリング間の継手を行うようにしたものも数多く提案されている。   On the other hand, in recent years, many proposals have been made to perform joints between rings by a one-touch method such as insertion or sliding.

例えば、下記特許文献1では、図17に示されるように、互いに接合されるセグメントの接合端面にそれぞれ設けられるとともに、アンカー鉄筋59に支持された接合筒60の係合穴に、両端部に形成された穴部62aへ駒部材61が嵌合されて取り付けられた接合棒62の両端部をそれぞれ挿入させて前記各セグメントの前記接合端面同士を近接させることにより、前記駒部材61によって前記接合棒62が押し広げられて前記接合筒60の前記係合穴の内周面に押し付けられ、前記接合棒62の両端部が前記接合筒60に係合されてセグメント同士が接合される継手構造が開示されている。   For example, in Patent Document 1 shown below, as shown in FIG. 17, they are provided on the joining end surfaces of the segments to be joined to each other, and are formed at both ends in the engagement holes of the joining cylinder 60 supported by the anchor reinforcing bar 59. By inserting the both ends of the joining rod 62 attached by fitting the piece member 61 into the formed hole portion 62a and bringing the joining end surfaces of the segments close to each other, the joining member 61 causes the joining rod to be brought close to each other. A joint structure is disclosed in which 62 is expanded and pressed against the inner peripheral surface of the engagement hole of the joining cylinder 60, and both ends of the joining rod 62 are engaged with the joining cylinder 60 to join the segments together. Has been.

セグメント同士を接合するには、図18に示されるように、まず、接合棒62の両端部の穴部62aに、駒部材61の先端側を嵌合させて装着させ、両端部に駒部材61がそれぞれ装着された接合棒62を、互いに接合させるセグメントの内の一方のセグメントの接合筒60の係合穴へ挿入する。一方のセグメントの接合筒60に接合棒62を支持させたら、他方のセグメントを、互いの接合筒60の軸線を一致させながら近接させ、他方のセグメントの接合筒60に一方のセグメントの接合筒60に保持された接合棒62を挿入させる。他方のセグメントを一方のセグメントへさらに近接させると、他方のセグメントの接合筒60の係合穴の底部に駒部材61の後端面が当接し、その後、各駒部材61が、接合棒62の穴部62a内に入り込むことにより、接合棒62のスリットが形成された両端部分が外周方向へ押し広げられ、接合棒62が接合筒60に確実に係合される。   In order to join the segments, as shown in FIG. 18, first, the tip end side of the piece member 61 is fitted and attached to the holes 62 a at both ends of the joining rod 62, and the piece member 61 is attached to both ends. Are inserted into the engagement holes of the joining tube 60 of one of the segments to be joined to each other. When the joining rod 62 is supported by the joining tube 60 of one segment, the other segment is brought close to the joining tube 60 of the other segment while making the axis of each joining tube 60 coincide with each other. The joining rod 62 held in the above is inserted. When the other segment is further brought closer to the one segment, the rear end surface of the piece member 61 comes into contact with the bottom of the engagement hole of the joining tube 60 of the other segment, and then each piece member 61 is attached to the hole of the joining rod 62. By entering the portion 62 a, both end portions where the slits of the joining rod 62 are formed are pushed and expanded in the outer peripheral direction, and the joining rod 62 is reliably engaged with the joining cylinder 60.

特開2001−159298号公報JP 2001-159298 A

しかしながら、上記特許文献1の継手構造の場合は、1箇所当りの継手部材として、1つの接合棒(接合部材)62、2つの駒部材61、2つの接合筒60、2本のアンカー鉄筋59との計7部材が必要となり、部材数が多く高価なものとなっていた。また、接合棒62を両端の接合筒60に挿入するため、挿入ストロークが長く、挿入時間が長くなるなどの問題があった。   However, in the case of the joint structure of Patent Document 1, one joint rod (joint member) 62, two piece members 61, two joint cylinders 60, two anchor rebars 59 are used as joint members per place. 7 members in total were required, and the number of members was large and expensive. Further, since the joining rod 62 is inserted into the joining cylinders 60 at both ends, there are problems such as a long insertion stroke and a long insertion time.

また、同公報では、接合棒62を片方の接合筒60に保持させた際、作業途中で脱落したり、傾いたりするのを防止するために、前記接合筒60の係合穴の底部に支持孔が形成され、前記駒部材61の内の少なくとも一方に前記支持孔に嵌合する嵌合突起が設けられ、該嵌合突起を前記支持孔へ嵌合させることにより、前記接合棒62が前記接合筒60に挿入された状態に保持されるようにしてあるが(図示省略)、この場合には、構造が複雑化するなどの問題もあった。   Further, in this publication, when the joining rod 62 is held by one joining cylinder 60, it is supported at the bottom of the engagement hole of the joining cylinder 60 in order to prevent it from dropping or tilting during the operation. A hole is formed, and at least one of the piece members 61 is provided with a fitting protrusion that fits into the support hole. By fitting the fitting protrusion into the support hole, the joining rod 62 is Although it is held in a state of being inserted into the joining cylinder 60 (not shown), in this case, there is a problem that the structure becomes complicated.

そこで本発明の主たる課題は、組立済みのセグメントに対しトンネル軸方向に接続されるセグメントの継手構造において、構造の簡略化によって部材数の低減を図るとともに、継手1箇所当りのコスト削減を図ること、更には挿入ストロークの短縮により継手作業の効率化を図ること等にある。   Therefore, the main problem of the present invention is to reduce the number of members by simplifying the structure in the joint structure of the segment connected in the tunnel axis direction to the assembled segment, and to reduce the cost per joint. Furthermore, the efficiency of the joint work is improved by shortening the insertion stroke.

前記課題を解決するために請求項1に係る本発明として、組立済みのセグメントに対しトンネル軸方向に接続されるセグメントの継手構造であって、
接合される一方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に雌ネジ孔が形成された一方側アンカー鉄筋と、
接合される他方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に係合孔が形成された他方側アンカー鉄筋と、
前記他方側アンカー鉄筋の係合孔に挿入設置される円錐台形状の駒部材と、
一端側に雄ネジ部を有し、他端側に軸方向に沿って複数のスリットが周方向に間隔を空けて形成された筒状部を有する接合部材とからなり、
前記接合部材の雄ネジ部が前記一方側アンカー鉄筋の雌ネジ孔に螺合されるとともに、前記接合部材の筒状部が前記他方側アンカー鉄筋の係合孔に挿入され、前記駒部材によって押し広げられ抜脱不能に定着されており、前記一方側アンカー鉄筋の側において、接合面から所定深さの箱抜き部が形成されるとともに、この箱抜き部の底面に端面を露出させて前記一方側アンカー鉄筋が埋設されている
ことを特徴とするセグメントの継手構造が提供される。
In order to solve the above-mentioned problem, the present invention according to claim 1 is a joint structure of a segment connected in the tunnel axial direction to an assembled segment,
The one side anchor rebar in which the end face is exposed and embedded in the joining surface side of the one side segment to be joined, and the female screw hole is formed in the end face,
The other side anchor reinforcing bar in which the end face is exposed and embedded in the joint surface side of the other side segment to be joined, and the engagement hole is formed in the end face;
A truncated cone-shaped piece member inserted and installed in the engagement hole of the other-side anchor reinforcing bar,
It has a male screw part on one end side, and a joining member having a cylindrical part formed with a plurality of slits spaced in the circumferential direction along the axial direction on the other end side,
The male screw portion of the joining member is screwed into the female screw hole of the one-side anchor reinforcing bar, and the tubular portion of the joining member is inserted into the engagement hole of the other-side anchor reinforcing bar and is pushed by the piece member. A box-opening portion having a predetermined depth from the joint surface is formed on the one-side anchor reinforcing bar side, and an end surface is exposed on the bottom surface of the box-cutting portion to expose the one side. A joint structure for a segment is provided in which side anchor reinforcing bars are embedded .

上記請求項1記載の発明においては、一方側セグメントに埋設されたアンカー鉄筋の端面を外部に露出させ、この端面に雌ネジ孔を形成する一方、他方側セグメントに埋設されたアンカー鉄筋の端面を外部に露出させ、この端面に係合孔を形成しておく。また、前記他方側アンカー鉄筋の係合孔に挿入設置される円錐台形状の駒部材と、一端側に雄ネジ部を有し、他端側に軸方向に沿って複数のスリットが周方向に間隔を空けて形成された筒状部を有する接合部材とを準備し、前記接合部材の雄ネジ部が前記一方側アンカー鉄筋の雌ネジ孔に螺合されるとともに、前記接合部材の筒状部が前記他方側アンカー鉄筋の係合孔に挿入され、前記駒部材によって押し広げられ抜脱不能に定着されている構造とするものである。従って、1箇所当りの継手部材として、2本のアンカー鉄筋と、1つの駒部材と、1つの接合部材との計4部材で済むようになるため、構造の簡略化によって部材数の低減を図ることが可能になるとともに、継手1箇所当りのコストを削減することが可能となる。また、挿入ストロークは、他方側アンカー鉄筋の係合孔に対する挿入のみで済むため、従来の約半分となり、挿入ストロークの短縮により継手作業の効率化を図ることが可能となる。更に、前記接合部材は、一方側セグメントのアンカー鉄筋に形成された雌ネジ孔に対して螺合設置されるため、接合部材が作業途中で脱落したり、傾いたりすることは無くなる。   In the first aspect of the invention, the end face of the anchor reinforcing bar embedded in the one side segment is exposed to the outside, and the end face of the anchor reinforcing bar embedded in the other side segment is formed while the female screw hole is formed in this end face. It is exposed to the outside, and an engagement hole is formed in this end face. Also, a truncated cone-shaped piece member that is inserted and installed in the engagement hole of the other-side anchor reinforcing bar, and has a male screw portion on one end side, and a plurality of slits in the circumferential direction along the axial direction on the other end side A joining member having a cylindrical portion formed at an interval, and the male screw portion of the joining member is screwed into the female screw hole of the one-side anchor reinforcing bar, and the cylindrical portion of the joining member Is inserted into the engagement hole of the other-side anchor reinforcing bar, and is spread and fixed by the piece member so that it cannot be removed. Accordingly, a total of four members including two anchor rebars, one piece member, and one joining member are sufficient as joint members per location, so the number of members is reduced by simplifying the structure. And the cost per joint can be reduced. Further, since the insertion stroke only needs to be inserted into the engagement hole of the other side anchor reinforcing bar, it is about half of the conventional stroke, and the shortening of the insertion stroke makes it possible to improve the efficiency of the joint work. Furthermore, since the joining member is screwed and installed in the female screw hole formed in the anchor reinforcing bar of the one side segment, the joining member does not fall off or tilt during the operation.

また本発明では、継手部の製作誤差や組立誤差を吸収し、セグメント同士を容易に嵌合可能とするため一方側アンカー鉄筋(雄側継手)は、接合面から所定深さの箱抜き部を形成し、この箱抜き部の底面に端面を露出させるように前記一方側アンカー鉄筋を埋設するようにする。従って、接合部材を一方側アンカー鉄筋に螺合連結し、セグメント同士を接続する際、箱抜き部内で接合部材が弾性変形分だけ可動可能となるため、継手間に若干のズレが生じていたとしてもこの誤差を吸収することが可能となる。 In the present invention, to absorb manufacturing errors and assembly errors of the joint portion, one side anchor rebar to easily allow fitted between segments (male joint) is a box cut-out portion of a predetermined depth from the joint plane And the one side anchor reinforcing bar is embedded so that the end face is exposed on the bottom surface of the box opening portion. Therefore, when the joining member is screwed and connected to the one side anchor reinforcing bar and the segments are connected to each other, the joining member can move by the amount of elastic deformation in the box opening portion, so that there is a slight deviation between the joints. Can also absorb this error.

請求項2に係る本発明として、組立済みのセグメントに対しトンネル軸方向に接続されるセグメントの継手構造であって、
接合される一方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に雌ネジ孔が形成された一方側アンカー鉄筋と、
接合される他方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に係合孔が形成された他方側アンカー鉄筋と、
前記他方側アンカー鉄筋の係合孔に挿入設置される円錐台形状の駒部材と、
一端側に雄ネジ部を有し、他端側に軸方向に沿って複数のスリットが周方向に間隔を空けて形成された筒状部を有する接合部材とからなり、
前記接合部材の雄ネジ部が前記一方側アンカー鉄筋の雌ネジ孔に螺合されるとともに、前記接合部材の筒状部が前記他方側アンカー鉄筋の係合孔に挿入され、前記駒部材によって押し広げられ抜脱不能に定着されており、前記他方側アンカー鉄筋の側において、接合面から所定深さの箱抜き部が形成されるとともに、この箱抜き部の底面に端面を露出させて前記他方側アンカー鉄筋が埋設されていることを特徴とするセグメントの継手構造が提供される。
The present invention according to claim 2 is a joint structure of a segment connected in the tunnel axial direction to an assembled segment,
The one side anchor rebar in which the end face is exposed and embedded in the joining surface side of the one side segment to be joined, and the female screw hole is formed in the end face,
The other side anchor reinforcing bar in which the end face is exposed and embedded in the joint surface side of the other side segment to be joined, and the engagement hole is formed in the end face;
A truncated cone-shaped piece member inserted and installed in the engagement hole of the other-side anchor reinforcing bar,
It has a male screw part on one end side, and a joining member having a cylindrical part formed with a plurality of slits spaced in the circumferential direction along the axial direction on the other end side,
The male screw portion of the joining member is screwed into the female screw hole of the one-side anchor reinforcing bar, and the tubular portion of the joining member is inserted into the engagement hole of the other-side anchor reinforcing bar and is pushed by the piece member. A box-opening portion having a predetermined depth from the joint surface is formed on the other anchor rebar side, and an end surface is exposed on the bottom surface of the box-opening portion to expose the other side. A joint structure for a segment is provided in which side anchor reinforcing bars are embedded .

上記請求項記載の発明は、継手部の製作誤差や組立誤差を吸収し、セグメント同士を容易に嵌合可能とするため他方側アンカー鉄筋(雌側継手)は、接合面から所定深さの箱抜き部を形成し、この箱抜き部の底面に端面を露出させるように前記他方側アンカー鉄筋を埋設するようにする。従って、接合部材を他方側アンカー鉄筋に連結する際、箱抜き部内で接合部材が弾性変形分だけ可動可能となるため、継手間に若干のズレが生じていたとしてもこの誤差を吸収することが可能となる。 Invention described in claim 2 wherein absorbs manufacture error and assembly error of the joint portion, the other side anchor rebar in order to easily fit the segments to each other (female coupling) a predetermined depth from the junction surface A box opening portion is formed, and the other side anchor reinforcing bar is embedded so that the end face is exposed on the bottom surface of the box opening portion. Therefore, when the joining member is connected to the other side anchor reinforcing bar, the joining member can be moved by the amount of elastic deformation in the box opening portion, so that even if there is a slight deviation between the joints, this error can be absorbed. It becomes possible.

請求項3に係る本発明として、組立済みのセグメントに対しトンネル軸方向に接続されるセグメントの継手構造であって、
接合される一方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に雌ネジ孔が形成された一方側アンカー鉄筋と、
接合される他方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に係合孔が形成された他方側アンカー鉄筋と、
前記他方側アンカー鉄筋の係合孔に挿入設置される円錐台形状の駒部材と、
一端側に雄ネジ部を有し、他端側に軸方向に沿って複数のスリットが周方向に間隔を空けて形成された筒状部を有する接合部材とからなり、
前記接合部材の雄ネジ部が前記一方側アンカー鉄筋の雌ネジ孔に螺合されるとともに、前記接合部材の筒状部が前記他方側アンカー鉄筋の係合孔に挿入され、前記駒部材によって押し広げられ抜脱不能に定着されており、前記一方側アンカー鉄筋の側において、接合面から所定深さの箱抜き部が形成されるとともに、この箱抜き部の底面に端面を露出させて前記一方側アンカー鉄筋が埋設され、前記他方側アンカー鉄筋の側において、接合面から所定深さの箱抜き部が形成されるとともに、この箱抜き部の底面に端面を露出させて前記他方側アンカー鉄筋が埋設されていることを特徴とするセグメントの継手構造が提供される。
The present invention according to claim 3 is a joint structure of a segment connected in the tunnel axial direction to an assembled segment,
The one side anchor rebar in which the end face is exposed and embedded in the joining surface side of the one side segment to be joined, and the female screw hole is formed in the end face,
The other side anchor reinforcing bar in which the end face is exposed and embedded in the joint surface side of the other side segment to be joined, and the engagement hole is formed in the end face;
A truncated cone-shaped piece member inserted and installed in the engagement hole of the other-side anchor reinforcing bar,
It has a male screw part on one end side, and a joining member having a cylindrical part formed with a plurality of slits spaced in the circumferential direction along the axial direction on the other end side,
The male screw portion of the joining member is screwed into the female screw hole of the one-side anchor reinforcing bar, and the tubular portion of the joining member is inserted into the engagement hole of the other-side anchor reinforcing bar and is pushed by the piece member. A box-opening portion having a predetermined depth from the joint surface is formed on the one-side anchor reinforcing bar side, and an end surface is exposed on the bottom surface of the box-cutting portion to expose the one side. A side anchor reinforcing bar is embedded, and on the side of the other side anchor reinforcing bar, a boxed portion with a predetermined depth is formed from the joint surface, and an end surface is exposed on the bottom surface of the boxed portion so that the other side anchor reinforcing bar is There is provided a joint structure of segments characterized by being embedded .

請求項に係る本発明として、前記接合部材において、前記雄ネジ部は他の部位よりも小径に形成されるとともに、雄ネジ部の基端部に緩衝材が外嵌されている請求項1〜いずれかに記載のセグメントの継手構造が提供される。 According to a fourth aspect of the present invention, in the joining member, the male screw portion is formed to have a smaller diameter than other portions, and a buffer material is externally fitted to a base end portion of the male screw portion. The joint structure of the segment in any one of 3 is provided.

上記請求項記載の発明は、前記接合部材において、前記雄ネジ部は他の部位よりも小径に形成される場合には、雄ネジ部基端の段差部が一方側アンカー鉄筋の端面に当接し弾性変形を抑制するように機能してしまうため、雄ネジ部の基端部にゴム、発泡樹脂などの緩衝材を外嵌することにより、螺合連結した状態で接合部材の段部と一方側アンカー鉄筋の端面との間に前記緩衝材が介在することで弾性変形を阻害しないようにしたものである。 According to the fourth aspect of the present invention, in the joining member, when the male screw portion is formed to have a smaller diameter than other portions, the stepped portion at the base end of the male screw portion contacts the end surface of the one-side anchor reinforcing bar. Since it functions so as to suppress contact and elastic deformation, a cushioning material such as rubber or foamed resin is externally fitted to the base end of the male threaded portion, so that the stepped portion of the joining member and one of the joined members are screwed together. The buffer material is interposed between the end surfaces of the side anchor reinforcing bars so that elastic deformation is not hindered.

以上詳説のとおり本発明によれば、構造の簡略化によって部材数の低減を図ることが可能になるとともに、継手1箇所当りのコスト削減を図ることが可能となる。また、挿入ストロークの短縮により継手作業の効率化を図ることが可能になる。更には、接合部材が作業途中で脱落したり、傾いたりすることも無くなる。 According to the far recitations Ri invention above, it becomes possible to reduce the number of members by simplifying the structure, it is possible to reduce the cost of one place per joint. In addition, the joint work can be made more efficient by shortening the insertion stroke. Furthermore, the joining member does not fall off or tilt during the operation.

また、セグメント間で継手部に製作誤差や組立誤差が生じていたとしても、この誤差を吸収してセグメント同士を容易に接合できるようになる。 Further, even if manufacturing error and assembly error in the joint portion has occurred between the segments, it is possible to easily join the segments together to absorb this error.

本発明の第1形態例に係るセグメント継手構造の分解図である。It is an exploded view of the segment joint structure concerning the 1st example of the present invention. その斜視図である。FIG. セグメント継手構造部分の拡大断面図である。It is an expanded sectional view of a segment joint structure part. 一方側アンカー鉄筋1を示す、(A)は側面図、(B)は断面図である。The one side anchor reinforcement 1 is shown, (A) is a side view, (B) is sectional drawing. 他方側アンカー鉄筋2を示す、(A)は側面図、(B)は断面図である。The other side anchor reinforcement 2 is shown, (A) is a side view, (B) is sectional drawing. 接合部材4及び駒部材3を示す、(A)は側面図、(B)は断面図である。The joining member 4 and the piece member 3 are shown, (A) is a side view, and (B) is a sectional view. 接合部材4の他例を示す側面図である。It is a side view which shows the other example of the joining member 4. FIG. 図6のVI部拡大図である。It is VI section enlarged view of FIG. セグメントの継手手順図を示すShows the joint procedure diagram of the segment 本発明の第2形態例に係るセグメント継手構造の分解図である。It is an exploded view of the segment joint structure concerning the 2nd example of the present invention. 第2形態例に係るセグメント継手構造の拡大断面図である。It is an expanded sectional view of the segment joint structure concerning the 2nd form example. 本発明の第3形態例に係るセグメント継手構造の分解図である。It is an exploded view of the segment joint structure concerning the 3rd example of the present invention. 第3形態例に係るセグメント継手構造の拡大断面図である。It is an expanded sectional view of the segment joint structure concerning the 3rd form example. 第4形態例に係るセグメント継手構造の拡大断面図である。It is an expanded sectional view of the segment joint structure concerning the 4th form example. 第5形態例に係るセグメント継手構造の拡大断面図である。It is an expanded sectional view of the segment joint structure concerning the 5th example. 従来のセグメント継手構造(その1)を示す断面図である。It is sectional drawing which shows the conventional segment joint structure (the 1). 従来のセグメント継手構造(その2)を示す断面図である。It is sectional drawing which shows the conventional segment joint structure (the 2). 従来のセグメント継手構造(その2)の継手手順図である。It is a joint procedure figure of the conventional segment joint structure (the 2).

以下、本発明の実施の形態について図面を参照しながら詳述する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

〔第1形態例〕
本発明に係るセグメント継手構造は、図1〜図3に示されるように、組立済みのセグメントSに対しトンネル軸方向に接続されるセグメントSの継手構造(リング間継手)であって、接合される一方側セグメントSの接合面Mに端面を露出させて埋設されるとともに、前記端面に雌ネジ孔1aが形成された一方側アンカー鉄筋1と、接合される他方側セグメントSの接合面Mに端面を露出させて埋設されるとともに、前記端面に係合孔2aが形成された他方側アンカー鉄筋2と、前記他方側アンカー鉄筋2の係合孔2aに挿入設置される円錐台形状の駒部材3と、一端側には雄ネジ部4Aを有し、他端側には軸方向に沿って複数のスリット40,40…が周方向に間隔を空けて形成された筒状部4Bを有する接合部材4とからなり、
前記接合部材4の雄ネジ部4Aが前記一方側アンカー鉄筋1の雌ネジ孔1aに螺合されるとともに、前記接合部材4の筒状部4Bが前記他方側アンカー鉄筋2の係合孔2aに挿入され、前記駒部材3によって押し広げられ抜脱不能に定着されているものである。
[First embodiment]
Segment joint structure according to the present invention, as shown in FIGS. 1 to 3, a joint structure of a segment S T which relative assembled segments S O is connected to the tunnel axis (inter-ring joint) while being embedded to expose an end face on the bonding surface M on one side segment S T to be joined, and one side anchor rebar 1 female screw hole 1a is formed on the end surface, joined by the other side segment S O The other side anchor reinforcing bar 2 with the end face exposed in the joint surface M and having the engaging hole 2a formed in the end face, and the truncated cone inserted and installed in the engaging hole 2a of the other side anchor reinforcing bar 2 A cylindrical piece having a shape piece member 3 and a male screw portion 4A on one end side, and a plurality of slits 40, 40... It consists of the joining member 4 which has 4B ,
The male screw portion 4A of the joining member 4 is screwed into the female screw hole 1a of the one-side anchor reinforcing bar 1, and the cylindrical portion 4B of the joining member 4 is engaged with the engaging hole 2a of the other-side anchor reinforcing bar 2. It is inserted, spread by the piece member 3 and fixed so as not to be removed.

以下、更に具体的に詳述する。   This will be described in more detail below.

前記一方側アンカー鉄筋1及び他方側アンカー鉄筋2としては、SD295A,SD295B,SD345,SD390,SD490などの異形鉄筋が好適に使用され、機械加工により、前記一方側アンカー鉄筋1には、図4に示されるように、端面に雌ネジ孔1aが形成され、前記他方側アンカー鉄筋2には、図5に示されるように、端面に係合孔2aが形成される。これらのアンカー鉄筋1,2は、図1に示されるように、セグメントの製作時に、接合面Mに端面を露出させるように埋設される。また、これらアンカー鉄筋1,2は、接合時に同軸上に沿って対向するように、精度良く配置される。   As the one-side anchor reinforcing bar 1 and the other-side anchor reinforcing bar 2, deformed reinforcing bars such as SD295A, SD295B, SD345, SD390, and SD490 are preferably used, and the one-side anchor reinforcing bar 1 shown in FIG. As shown, a female screw hole 1a is formed in the end surface, and the other side anchor reinforcing bar 2 is formed with an engagement hole 2a in the end surface as shown in FIG. As shown in FIG. 1, these anchor reinforcing bars 1 and 2 are embedded so that the end faces are exposed at the joint surface M when the segments are manufactured. Moreover, these anchor reinforcing bars 1 and 2 are arrange | positioned with sufficient precision so that it may oppose along coaxial on the time of joining.

前記アンカー鉄筋2の係合孔2aは、前記駒部材3が取り付けられた接合部材4の筒状部4Bが挿入される孔であり、係合孔2aの内周面は、その入り口側が軸方向に沿って同径に形成された同径部10を有し、この同径部10よりも奥側が底部側に向かって漸次拡径するテーパー面とされる係合面11となっている。この同径部10の内径は、前記接合部材4の筒状部4Bの外径よりも若干大きい寸法とされる。   The engagement hole 2a of the anchor reinforcing bar 2 is a hole into which the tubular portion 4B of the joining member 4 to which the piece member 3 is attached is inserted, and the inner peripheral surface of the engagement hole 2a is axially on the entrance side. The engagement surface 11 is a tapered surface having a same diameter portion 10 formed along the same diameter and a taper surface whose diameter is gradually increased from the same diameter portion 10 toward the bottom side. The inner diameter of the same diameter portion 10 is slightly larger than the outer diameter of the tubular portion 4B of the joining member 4.

前記接合部材4は、詳細には図6に示されるように、一端側には雄ネジ部4Aを有し、他端側には、穴部45が形成されるとともに、軸方向に沿って複数のスリット40,40…が周方向に間隔を空けて形成された筒状部4Bを有する。この筒状部4Bには、円錐台形状の駒部材3が装着される。この駒部材3は、先端部近傍に形成されたストレート部30の後側の周面が、次第に拡径するテーパー部31とされるもので、先端部のストレート部30は、軸方向に同一径とされ、後側方向へ所定長さだけ形成されている。そして、前記駒部材3のストレート部30を接合部材4の筒状部4Bの穴部45に嵌め込むことにより、この駒部材3が接合部材4の軸線上に一致した状態で装着される。なお、前記駒部材3のストレート部30の先端には挿入し易いようにテーパー部32が形成されている。   As shown in detail in FIG. 6, the joining member 4 has a male screw portion 4 </ b> A on one end side, a hole portion 45 is formed on the other end side, and a plurality of portions along the axial direction. The slits 40, 40... Have cylindrical portions 4B formed at intervals in the circumferential direction. A truncated cone-shaped piece member 3 is attached to the cylindrical portion 4B. The piece member 3 has a taper portion 31 in which the rear peripheral surface of the straight portion 30 formed in the vicinity of the tip portion gradually increases in diameter, and the straight portion 30 at the tip portion has the same diameter in the axial direction. And a predetermined length is formed in the rear direction. Then, by fitting the straight portion 30 of the piece member 3 into the hole 45 of the tubular portion 4 </ b> B of the joining member 4, the piece member 3 is mounted in a state of being aligned with the axis of the joining member 4. In addition, the taper part 32 is formed in the front-end | tip of the straight part 30 of the said piece member 3 so that it can insert easily.

図6に示される態様では、前記雄ネジ部4Aは、他の部位と同径とされているが、前記一方側アンカー鉄筋1の径によっては、雌ネジ孔1aの径を小さくせざるを得ない場合があり、この場合は図7に示されるように、前記雌ネジ部4Aの径を他の部位よりも小径に形成することができる。この場合は、後述するように、継手部の製作誤差や組み立て誤差を吸収させようとしても、雄ネジ部4A基端の段差部が一方側アンカー鉄筋1の端面に当接することにより、接合部材4の弾性変形を抑制するように機能してしまうため、雄ネジ部4Aの基端部にゴム、発泡樹脂などの緩衝材9を外嵌することにより、螺合連結した状態で接合部材4の段部と一方側アンカー鉄筋1の端面との間に前記緩衝材9が介在することで弾性変形を阻害しないようにするのが望ましい。   In the embodiment shown in FIG. 6, the male screw portion 4 </ b> A has the same diameter as other portions, but depending on the diameter of the one-side anchor reinforcing bar 1, the diameter of the female screw hole 1 a must be reduced. In this case, as shown in FIG. 7, the diameter of the female screw portion 4 </ b> A can be formed smaller than that of other portions. In this case, as will be described later, even if an attempt is made to absorb manufacturing errors and assembly errors of the joint portion, the stepped portion at the base end of the male screw portion 4A comes into contact with the end surface of the one-side anchor reinforcing bar 1, thereby joining member 4 In order to suppress the elastic deformation of the joint member 4, the buffer member 9 such as rubber or foamed resin is externally fitted to the base end portion of the male screw portion 4 </ b> A so as to be screwed and connected. It is desirable to prevent the elastic deformation from being hindered by interposing the cushioning material 9 between the portion and the end face of the one-side anchor reinforcing bar 1.

前記接合部材4の筒状部4Bの外周面には、図8に示されるように、鋸歯部41が形成されている。この鋸歯部41は、周方向へ亘って形成された複数の山部42,42…及び谷部43,43…からなるもので、それぞれの山部42は、先端から中間側へ向かって傾いた不等辺形状とされている。すなわち、挿入時には少ない抵抗で挿入でき、挿入後には鋸歯部41の引っ掛かりによって抜脱し難いようになっている。なお、筒状部4Bの穴部45の縁部は、面取りされてテーパ部44とされている。   As shown in FIG. 8, a sawtooth portion 41 is formed on the outer peripheral surface of the tubular portion 4 </ b> B of the joining member 4. The sawtooth portion 41 is composed of a plurality of crest portions 42, 42... And trough portions 43, 43... Formed in the circumferential direction, and each crest portion 42 is inclined from the tip toward the intermediate side. It is an unequal side shape. That is, it can be inserted with a small resistance at the time of insertion, and after insertion, it is difficult to be pulled out by catching the sawtooth portion 41. Note that the edge of the hole 45 of the tubular portion 4B is chamfered to form a tapered portion 44.

次に、前記セグメントS、Sの接合作業手順について、図9に基づいて詳述する。 Next, the procedure for joining the segments S O and S T will be described in detail with reference to FIG.

図9(A)に示されるように、継手接合部1箇所に付き、1つの駒部材3と、1つの接合部材4とを持ち込む。図9(B)に示されるように、接合部材4の雄ネジ部4Aを一方側アンカー鉄筋1の雌ネジ部1aに螺合させるとともに、接合部材4の筒状部4Bの穴部45に前記駒部材3の先端(細径側)を差し込んで装着する。次に、図9(C)に示されるように、一方側セグメントSを他方側セグメントS(設置済み)側にスライドさせ、駒部材3と接合部材4の筒状部4Bを他方側アンカー鉄筋2の係合孔2aに挿入する。駒部材3の底面(大径側)が係合孔2aの底面に当接した後も、更に一方側セグメントSを押し付けると、筒状部4Bが駒部材3によって押し広げられながら、前記係合孔2aと駒部材3との間に挟入され、挿入後は抜脱不能に定着される。図3はその定着状態を示した図である。なお、図9では、接合部材4として雄ネジ部4Aが他の部位と同等の径を有している部材を使用した例を示している。 As shown in FIG. 9 (A), one piece member 3 and one joining member 4 are brought to one joint joint portion. As shown in FIG. 9 (B), the male screw portion 4A of the joining member 4 is screwed into the female screw portion 1a of the one side anchor reinforcing bar 1, and the hole 45 of the cylindrical portion 4B of the joining member 4 is inserted into the hole 45. The top end (small diameter side) of the piece member 3 is inserted and attached. Next, as shown in FIG. 9 (C), whereas the side segment S T is the other side segment S O slides (Installed) side, the bridge member 3 and the other side anchor the tubular portion 4B of the joint member 4 It inserts in the engagement hole 2a of the reinforcing bar 2. After the bottom surface of the bridge member 3 (large diameter side) is in contact with the bottom surface of the engaging hole 2a, further presses the one side segment S T, while the tubular portion 4B is pushed open by the bridge member 3, the engagement It is inserted between the joint hole 2a and the piece member 3, and is fixed so that it cannot be removed after insertion. FIG. 3 shows the fixing state. 9 shows an example in which a member having a male screw portion 4A having the same diameter as other parts is used as the joining member 4.

〔第2形態例〕
図10及び図11に示される第2形態例に係る継手構造は、上記第1形態例に係る継手構造を基本としながら、前記一方側アンカー鉄筋1側(雄側継手)において、継手部の製作誤差や組立誤差を吸収し、セグメント同士を容易に嵌合可能とするためのの構造を示したものである。
[Second embodiment]
The joint structure according to the second embodiment shown in FIGS. 10 and 11 is based on the joint structure according to the first embodiment, and the joint portion is manufactured on the one-side anchor reinforcing bar 1 side (male-side joint). The structure for absorbing an error and an assembly error and enabling easy fitting of segments is shown.

前記一方側アンカー鉄筋1側(雄側継手)において、接合面Mから所定深さLの箱抜き部5を形成し、この箱抜き部5の底面に端面を露出させるように前記一方側アンカー鉄筋1を埋設するようにしたものである。前記一方側アンカー鉄筋1側(雄側継手)では箱抜き部5内で接合部材4が弾性変形分だけ可動可能(揺動)となるため、雌側継手との間に若干のズレが生じていたとしてもこの誤差を吸収することが可能となる。 In the one side anchor reinforcing bar 1 side (male joint), the one side anchor as the bonding surface M to form a box cut-out portion 5 having a predetermined depth L 1, to expose the end face on the bottom of the box cut-out portion 5 The reinforcing bar 1 is embedded. On the one-side anchor reinforcing bar 1 side (male-side joint), the joining member 4 is movable (oscillated) by the amount corresponding to the elastic deformation in the box opening portion 5, so that there is a slight deviation from the female-side joint. Even if this is the case, this error can be absorbed.

なお、第2形態例では、前記接合部材4として雄ネジ部4Aが他の部位よりも小径とし、雄ネジ部4Aの基端部にゴム、発泡樹脂などの緩衝材9を外嵌した部材を使用した例を示している。以下、第3形態例以降も同様である。   In the second embodiment, a male screw portion 4A having a smaller diameter than the other part as the joining member 4 and a member in which a buffer material 9 such as rubber or foamed resin is externally fitted to the base end portion of the male screw portion 4A is used. The example used is shown. The same applies to the third and subsequent embodiments.

〔第3形態例〕
図12及び図13に示される第3形態例に係る継手構造は、上記第1形態例に係る継手構造を基本としながら、前記他方側アンカー鉄筋2側(雌側継手)において、継手部の製作誤差や組立誤差を吸収し、セグメント同士を容易に嵌合可能とするためのの構造を示したものである。
[Third embodiment]
The joint structure according to the third embodiment shown in FIGS. 12 and 13 is based on the joint structure according to the first embodiment, and the joint portion is manufactured on the other side anchor reinforcing bar 2 side (female side joint). The structure for absorbing an error and an assembly error and enabling easy fitting of segments is shown.

前記他方側アンカー鉄筋2側において、接合面Mから所定深さLの箱抜き部6を形成し、この箱抜き部6の底面に端面を露出させるように前記他方側アンカー鉄筋2を埋設するようにしたものである。前記他方側アンカー鉄筋2側(雌側継手)の箱抜き部5内では接合部材4が弾性変形分だけ可動可能(揺動)となるため、雄側継手との間に若干のズレが生じていたとしてもこの誤差を吸収することが可能となる。 In the other side anchor rebar 2 side, to form a box cut-out portion 6 of a predetermined depth L 2 from the joint plane M, embedding the other side anchor rebar 2 so as to expose the end face on the bottom of the box cut-out portion 6 It is what I did. Since the joining member 4 is movable (oscillated) by an amount corresponding to the elastic deformation in the box opening 5 on the other side anchor reinforcing bar 2 side (female side joint), there is a slight deviation from the male side joint. Even if this is the case, this error can be absorbed.

〔第4形態例〕
図14に示される第4形態例に係る継手構造は、上記第1形態例に係る継手構造を基本としながら、前記一方側アンカー鉄筋1側(雄側継手)及び前記他方側アンカー鉄筋2側(雌側継手)において、継手部の製作誤差や組立誤差を吸収し、セグメント同士を容易に嵌合可能とするためのの構造を示したものである。
[Fourth embodiment]
The joint structure according to the fourth embodiment shown in FIG. 14 is based on the joint structure according to the first embodiment, while the one side anchor reinforcing bar 1 side (male side joint) and the other side anchor reinforcing bar 2 side ( In the female-side joint), a structure for absorbing manufacturing errors and assembling errors of the joint portion so that the segments can be easily fitted to each other is shown.

前記一方側アンカー鉄筋1側(雄側継手)において、接合面Mから所定深さLの箱抜き部5を形成し、この箱抜き部5の底面に端面を露出させるように前記一方側アンカー鉄筋1を埋設するようにし、かつ前記他方側アンカー鉄筋2側において、接合面Mから所定深さLの箱抜き部6を形成し、この箱抜き部6の底面に端面を露出させるように前記他方側アンカー鉄筋2を埋設するようにしたものである。 In the one side anchor reinforcing bar 1 side (male joint), the one side anchor as the bonding surface M to form a box cut-out portion 5 having a predetermined depth L 1, to expose the end face on the bottom of the box cut-out portion 5 so as to embed the reinforcing bar 1, and in the other side anchor rebar 2 side, to form a box cut-out portion 6 of a predetermined depth L 2 from the joint surface M, so as to expose the end face on the bottom of the box cut-out portion 6 The other side anchor reinforcing bar 2 is embedded.

前記一方側アンカー鉄筋1側(雄側継手)では箱抜き部5内で接合部材4が弾性変形分だけ可動可能(揺動)となるとともに、前記他方側アンカー鉄筋2側(雌側継手)の箱抜き部6内でも接合部材4が弾性変形分だけ可動可能(揺動)となるため、継手間に若干のズレが生じていたとしてもこの誤差を吸収することが可能となる。なお、この第4形態例では、他の形態例よりも前記接合部材4の長さが長くなる。   On the one-side anchor reinforcing bar 1 side (male-side joint), the joining member 4 is movable (oscillated) by an amount corresponding to elastic deformation in the box opening portion 5 and on the other-side anchor reinforcing bar 2 side (female-side joint) Since the joining member 4 can be moved (oscillated) by the amount corresponding to the elastic deformation even in the box opening portion 6, this error can be absorbed even if a slight deviation occurs between the joints. In the fourth embodiment, the length of the joining member 4 is longer than in other embodiments.

〔第5形態例〕
図15に示される第5形態例に係る継手構造も、上記第1形態例に係る継手構造を基本としながら、前記一方側アンカー鉄筋1側(雄側継手)及び前記他方側アンカー鉄筋2側(雌側継手)において、継手部の製作誤差や組立誤差を吸収し、セグメント同士を容易に嵌合可能とするためのの構造を示したものである。
[Fifth embodiment]
The joint structure according to the fifth embodiment shown in FIG. 15 is also based on the joint structure according to the first embodiment, while the one side anchor reinforcing bar 1 side (male side joint) and the other side anchor reinforcing bar 2 side ( In the female-side joint), a structure for absorbing manufacturing errors and assembling errors of the joint portion so that the segments can be easily fitted to each other is shown.

前記一方側アンカー鉄筋1側(雄側継手)においては、接合面Mから所定深さLの箱抜き部5を形成し、この箱抜き部5の底面に端面を露出させるように前記一方側アンカー鉄筋1を埋設するようにする。 On the one-side anchor reinforcing bar 1 side (male-side joint), a box opening portion 5 having a predetermined depth L 1 is formed from the joint surface M, and the end surface is exposed on the bottom surface of the box opening portion 5. Anchor rebar 1 is buried.

前記他方側アンカー鉄筋2側(雌側継手)においては、端面位置から所定の埋設深さ範囲Lに亘って鉄筋2の周囲をクッション性を有する緩衝材7によって囲繞するとともに、前記緩衝材7の配設範囲内又は緩衝材埋設側端部近傍位置で前記他方側アンカー鉄筋2に対し断面欠損部8を形成するようにする。前記緩衝材7としては、発泡樹脂やゴムなどを使用することができる。また、前記断面欠損部8は、図示されるように、周方向に形成したスリット溝やV字状溝とすることができる。 On the other anchor rebar 2 side (female side joint), the periphery of the rebar 2 is surrounded by a cushioning material 7 having cushioning properties over a predetermined embedded depth range L 2 from the end face position, and the cushioning material 7 The cross-sectional defect part 8 is formed with respect to the other side anchor reinforcing bar 2 within the arrangement range or near the buffer material burying side end. As the buffer material 7, foamed resin, rubber, or the like can be used. Moreover, the cross-sectional defect | deletion part 8 can be made into the slit groove | channel and V-shaped groove | channel formed in the circumferential direction so that it may be illustrated.

前記一方側アンカー鉄筋1側(雄側継手)では箱抜き部5内で接合部材4が弾性変形分だけ可動可能となるため、雌側継手との間に若干のズレが生じていたとしてもこの誤差を吸収することが可能となる。前記他方側アンカー鉄筋2側(雌側継手)においても、前記断面欠損部8が可動点となってアンカー鉄筋2が可動するとともに、鉄筋2の周囲は前記緩衝材7によって可動を阻害しないようにしているため、雄側継手との間で若干のズレが生じていたとしてもこの誤差を吸収することが可能となる。なお、本第5形態例においても、前記第4形態例のように、前記他方側アンカー鉄筋2側に接合面Mから所定深さLの箱抜き部6を形成した上で、前記緩衝材7、断面欠損部8を設けるようにしてもよい。 On the one-side anchor reinforcing bar 1 side (male-side joint), the joining member 4 can be moved by the amount of elastic deformation within the box-cutting portion 5, so even if there is a slight deviation from the female-side joint, It becomes possible to absorb the error. Also on the other side anchor reinforcing bar 2 side (female side joint), the cross section defect portion 8 serves as a movable point so that the anchor reinforcing bar 2 can move, and the surroundings of the reinforcing bar 2 are not disturbed by the buffer material 7. Therefore, even if there is a slight deviation between the male joint and the male joint, this error can be absorbed. The present also in the fifth embodiment, as in the fourth embodiment, after forming the box cut-out portion 6 of the other side anchor rebar second predetermined depth from the bonding surface M on the side L 2, the cushioning material 7. A cross-sectional defect 8 may be provided.

〔他の形態例〕
(1)上記形態例では、設置済み側のセグメントSに係合孔2aを形成したアンカー鉄筋2を埋設し、新たに接合するセグメントSに雌ネジ孔1aを形成したアンカー鉄筋1を埋設するようにしたが、この関係を逆にして、設置済み側のセグメントSに雌ネジ孔1aを形成したアンカー鉄筋1を埋設し、新たに接合するセグメントSに係合孔2aを形成したアンカー鉄筋2を埋設するようにしてもよい。
(2)上記形態例では、リング間継手に本発明の継手構造を採用したが、ピース間継手に本継手構造を採用することも可能である。
[Other examples]
(1) In the above embodiment, buried buried anchor rebar 2 formed with engagement holes 2a to of installed end segment S O, the anchor rebar 1 formed with the female screw hole 1a in the segment S T to newly joined It was so, then this relationship Conversely, buried anchor rebar 1 formed with the female screw hole 1a in of installed end segment S O, to form a engaging hole 2a to the segment S T to newly joined The anchor rebar 2 may be embedded.
(2) In the above embodiment, the joint structure of the present invention is adopted for the inter-ring joint, but this joint structure can also be adopted for the piece-to-piece joint.

1…一方側アンカー鉄筋、1a…雌ネジ孔、2…他方側アンカー鉄筋、2a…係合孔、3…駒部材、4…接合部材、4A…雄ネジ部、4B…筒状部、5・6…箱抜き部、7・9…緩衝材、8…断面欠損部、S…一方側セグメント、S…他方側セグメント DESCRIPTION OF SYMBOLS 1 ... One side anchor reinforcing bar, 1a ... Female screw hole, 2 ... Other side anchor reinforcing bar, 2a ... Engagement hole, 3 ... Piece member, 4 ... Joining member, 4A ... Male screw part, 4B ... Cylindrical part, 5. 6 ... Box opening part, 7 · 9 ... Buffer material, 8 ... Cross-sectional defect part, S T ... One side segment, S O ...

Claims (4)

組立済みのセグメントに対しトンネル軸方向に接続されるセグメントの継手構造であって、
接合される一方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に雌ネジ孔が形成された一方側アンカー鉄筋と、
接合される他方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に係合孔が形成された他方側アンカー鉄筋と、
前記他方側アンカー鉄筋の係合孔に挿入設置される円錐台形状の駒部材と、
一端側に雄ネジ部を有し、他端側に軸方向に沿って複数のスリットが周方向に間隔を空けて形成された筒状部を有する接合部材とからなり、
前記接合部材の雄ネジ部が前記一方側アンカー鉄筋の雌ネジ孔に螺合されるとともに、前記接合部材の筒状部が前記他方側アンカー鉄筋の係合孔に挿入され、前記駒部材によって押し広げられ抜脱不能に定着されており、前記一方側アンカー鉄筋の側において、接合面から所定深さの箱抜き部が形成されるとともに、この箱抜き部の底面に端面を露出させて前記一方側アンカー鉄筋が埋設されている
ことを特徴とするセグメントの継手構造。
A joint structure of segments connected in the tunnel axial direction to an assembled segment,
The one side anchor rebar in which the end face is exposed and embedded in the joining surface side of the one side segment to be joined, and the female screw hole is formed in the end face,
The other side anchor reinforcing bar in which the end face is exposed and embedded in the joint surface side of the other side segment to be joined, and the engagement hole is formed in the end face;
A truncated cone-shaped piece member inserted and installed in the engagement hole of the other-side anchor reinforcing bar,
It has a male screw part on one end side, and a joining member having a cylindrical part formed with a plurality of slits spaced in the circumferential direction along the axial direction on the other end side,
The male screw portion of the joining member is screwed into the female screw hole of the one-side anchor reinforcing bar, and the tubular portion of the joining member is inserted into the engagement hole of the other-side anchor reinforcing bar and is pushed by the piece member. A box-opening portion having a predetermined depth from the joint surface is formed on the one-side anchor reinforcing bar side, and an end surface is exposed on the bottom surface of the box-cutting portion to expose the one side. A joint structure for a segment, characterized in that side anchor reinforcing bars are embedded .
組立済みのセグメントに対しトンネル軸方向に接続されるセグメントの継手構造であって、A joint structure of segments connected in the tunnel axial direction to an assembled segment,
接合される一方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に雌ネジ孔が形成された一方側アンカー鉄筋と、The one side anchor rebar in which the end face is exposed and embedded in the joining surface side of the one side segment to be joined, and the female screw hole is formed in the end face,
接合される他方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に係合孔が形成された他方側アンカー鉄筋と、The other side anchor reinforcing bar in which the end face is exposed and embedded in the joint surface side of the other side segment to be joined, and the engagement hole is formed in the end face;
前記他方側アンカー鉄筋の係合孔に挿入設置される円錐台形状の駒部材と、A truncated cone-shaped piece member inserted and installed in the engagement hole of the other-side anchor reinforcing bar,
一端側に雄ネジ部を有し、他端側に軸方向に沿って複数のスリットが周方向に間隔を空けて形成された筒状部を有する接合部材とからなり、  It has a male screw part on one end side, and a joining member having a cylindrical part formed with a plurality of slits spaced in the circumferential direction along the axial direction on the other end side,
前記接合部材の雄ネジ部が前記一方側アンカー鉄筋の雌ネジ孔に螺合されるとともに、前記接合部材の筒状部が前記他方側アンカー鉄筋の係合孔に挿入され、前記駒部材によって押し広げられ抜脱不能に定着されており、前記他方側アンカー鉄筋の側において、接合面から所定深さの箱抜き部が形成されるとともに、この箱抜き部の底面に端面を露出させて前記他方側アンカー鉄筋が埋設されていることを特徴とするセグメントの継手構造。The male screw portion of the joining member is screwed into the female screw hole of the one-side anchor reinforcing bar, and the tubular portion of the joining member is inserted into the engagement hole of the other-side anchor reinforcing bar and is pushed by the piece member. A box-opening portion having a predetermined depth from the joint surface is formed on the other anchor rebar side, and an end surface is exposed on the bottom surface of the box-opening portion to expose the other side. A joint structure for a segment, in which side anchor reinforcing bars are embedded.
組立済みのセグメントに対しトンネル軸方向に接続されるセグメントの継手構造であって、A joint structure of segments connected in the tunnel axial direction to an assembled segment,
接合される一方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に雌ネジ孔が形成された一方側アンカー鉄筋と、The one side anchor rebar in which the end face is exposed and embedded in the joining surface side of the one side segment to be joined, and the female screw hole is formed in the end face,
接合される他方側セグメントの接合面側に端面を露出させて埋設されるとともに、前記端面に係合孔が形成された他方側アンカー鉄筋と、The other side anchor reinforcing bar in which the end face is exposed and embedded in the joint surface side of the other side segment to be joined, and the engagement hole is formed in the end face;
前記他方側アンカー鉄筋の係合孔に挿入設置される円錐台形状の駒部材と、A truncated cone-shaped piece member inserted and installed in the engagement hole of the other-side anchor reinforcing bar,
一端側に雄ネジ部を有し、他端側に軸方向に沿って複数のスリットが周方向に間隔を空けて形成された筒状部を有する接合部材とからなり、  It has a male screw part on one end side, and a joining member having a cylindrical part formed with a plurality of slits spaced in the circumferential direction along the axial direction on the other end side,
前記接合部材の雄ネジ部が前記一方側アンカー鉄筋の雌ネジ孔に螺合されるとともに、前記接合部材の筒状部が前記他方側アンカー鉄筋の係合孔に挿入され、前記駒部材によって押し広げられ抜脱不能に定着されており、前記一方側アンカー鉄筋の側において、接合面から所定深さの箱抜き部が形成されるとともに、この箱抜き部の底面に端面を露出させて前記一方側アンカー鉄筋が埋設され、前記他方側アンカー鉄筋の側において、接合面から所定深さの箱抜き部が形成されるとともに、この箱抜き部の底面に端面を露出させて前記他方側アンカー鉄筋が埋設されていることを特徴とするセグメントの継手構造。The male screw portion of the joining member is screwed into the female screw hole of the one-side anchor reinforcing bar, and the tubular portion of the joining member is inserted into the engagement hole of the other-side anchor reinforcing bar and is pushed by the piece member. A box-opening portion having a predetermined depth from the joint surface is formed on the one-side anchor reinforcing bar side, and an end surface is exposed on the bottom surface of the box-cutting portion to expose the one side. A side anchor reinforcing bar is embedded, and on the side of the other side anchor reinforcing bar, a boxed portion with a predetermined depth is formed from the joint surface, and an end surface is exposed on the bottom surface of the boxed portion so that the other side anchor reinforcing bar is Segment joint structure characterized by being embedded.
前記接合部材において、前記雄ネジ部は他の部位よりも小径に形成されるとともに、雄ネジ部の基端部に緩衝材が外嵌されている請求項1〜いずれかに記載のセグメントの継手構造。 The segment according to any one of claims 1 to 3 , wherein, in the joining member, the male screw portion is formed to have a smaller diameter than other portions, and a buffer material is externally fitted to a proximal end portion of the male screw portion. Joint structure.
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