JP5155614B2 - Tunnel segment connection structure - Google Patents

Tunnel segment connection structure Download PDF

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JP5155614B2
JP5155614B2 JP2007184560A JP2007184560A JP5155614B2 JP 5155614 B2 JP5155614 B2 JP 5155614B2 JP 2007184560 A JP2007184560 A JP 2007184560A JP 2007184560 A JP2007184560 A JP 2007184560A JP 5155614 B2 JP5155614 B2 JP 5155614B2
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engagement
hardware
segment
tunnel
engagement hardware
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JP2009019460A (en
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晋也 足羽
雅義 土屋
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Kubota Corp
JFE Metal Products and Engineering Inc
Fujimi Corp
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JFE Metal Products and Engineering Inc
Fujimi Corp
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Description

本発明は、トンネル周方向で隣り合うトンネル用セグメントを、鉄筋コンクリート製セグメント本体のトンネル周方向端部に形成した継手面どうしを突き合わせて、連結具で互いに連結してあり、前記セグメント本体の内周面又は外周面がトンネル周方向に沿って湾曲している湾曲面に形成され、前記継手面が、その継手面との交差箇所における前記湾曲面の法線に対して傾斜している傾斜面に形成され、前記連結具が、前記継手面側に係合部を臨ませる係合金物と前記セグメント本体に埋設されるアンカー筋とを一体に備え、前記セグメントどうしをトンネル長手方向に相対移動させることにより、前記係合金物どうしを係合させて互いに連結してあるトンネルセグメント連結構造に関する。   The present invention relates to a tunnel segment adjacent to each other in the circumferential direction of the tunnel, but the joint surfaces formed at the end portions of the reinforced concrete segment body in the circumferential direction of the tunnel face each other, and are connected to each other by a connector. A surface or an outer peripheral surface is formed into a curved surface that is curved along the tunnel circumferential direction, and the joint surface is an inclined surface that is inclined with respect to a normal line of the curved surface at an intersection with the joint surface. The coupling tool is integrally formed with an engagement metal fitting that faces the engagement portion on the joint surface side and an anchor bar embedded in the segment body, and the segments are relatively moved in the tunnel longitudinal direction. Thus, the present invention relates to a tunnel segment connection structure in which the engagement hardware is engaged and connected to each other.

上記トンネルセグメント連結構造は、例えば、トンネル周方向で隣り合うトンネル用セグメントのうちの、左右の既設セグメント間に最後に切羽側から押し込むセグメント(以下、キーセグメントという)を、その左右の既設セグメントに連結するにあたって、キーセグメントの抗口側部分を左右の既設セグメント間に予めトンネル径方向から大きく入り込ませて、切羽側から短い押し込みストロークで押し込めるように、継手面を、その継手面との交差箇所における湾曲面の法線に対して傾斜している傾斜面に形成してある。
しかしながら、従来の上記トンネルセグメント連結構造では、係合金物どうしの係合方向が継手面に対して直角の方向になるように係合金物をセグメント本体に固定してあるため、係合金物と一体のアンカー筋の納まりが悪く、アンカー筋をセグメント本体の湾曲面の曲率に応じた適正深さで埋設できるように、アンカー筋を係合金物に対して、係合金物どうしの係合方向に対して大きく傾斜する取り付け角度で取り付けてある(適切な先行技術文献情報を発見できない。)。
In the tunnel segment connecting structure, for example, among the adjacent tunnel segments in the circumferential direction of the tunnel, a segment (hereinafter referred to as a key segment) that is finally pushed in between the left and right existing segments is referred to as the left and right existing segments. When connecting, connect the joint surface to the joint surface so that the anti-mouth side part of the key segment is inserted into the left and right existing segments from the tunnel diameter direction in advance and can be pushed in from the face side with a short push stroke. Is formed on an inclined surface inclined with respect to the normal line of the curved surface.
However, in the conventional tunnel segment connecting structure, since the engagement hardware is fixed to the segment body so that the engagement direction of the engagement hardware is perpendicular to the joint surface, it is integrated with the engagement hardware. The anchor bars do not fit well, and the anchor bars can be embedded at an appropriate depth according to the curvature of the curved surface of the segment body. It is installed at a mounting angle that is greatly inclined (appropriate prior art document information cannot be found).

このため、セグメント本体の湾曲面の曲率に応じてアンカー筋の係合金物に対する取り付け角度が大きく異なるので、アンカー筋の係合金物に対する取り付け角度が湾曲面の曲率毎に対応する各種の連結具を製作する必要があり、トンネル用セグメントの製作コストの削減を図り難い欠点がある。
また、アンカー筋を係合金物に対して、係合金物どうしの係合方向に対して大きく傾斜する取り付け角度で取り付けてあるので、アンカー筋の係合金物に対する取付け部位に大きな応力集中が生じ易い欠点がある。
本発明は上記実情に鑑みてなされたものであって、トンネル用セグメントの製作コストの削減を図り易く、しかも、アンカー筋の係合金物に対する取付け部位に大きな応力集中が生じ難いトンネルセグメント連結構造を提供することを目的とする。
For this reason, since the attachment angle of the anchor bar to the engagement hardware differs greatly depending on the curvature of the curved surface of the segment body, various connecting tools corresponding to the curvature of the curved surface of the anchor bar to the engagement hardware are provided. There is a drawback that it is necessary to manufacture and it is difficult to reduce the manufacturing cost of the tunnel segment.
Further, since the anchor bars are attached to the engagement hardware at an attachment angle that is largely inclined with respect to the engagement direction of the engagement hardware, a large stress concentration tends to occur at the attachment site of the anchor muscles to the engagement hardware. There are drawbacks.
The present invention has been made in view of the above circumstances, and it is easy to reduce the manufacturing cost of a tunnel segment, and a tunnel segment connecting structure that does not easily cause a large stress concentration at an attachment site of an anchor bar to an engagement hardware. The purpose is to provide.

本発明の特徴構成は、トンネル周方向で隣り合うトンネル用セグメントを、鉄筋コンクリート製セグメント本体のトンネル周方向端部に形成した継手面どうしを突き合わせて、連結具で互いに連結してあり、
前記セグメント本体の内周面又は外周面がトンネル周方向に沿って湾曲している湾曲面に形成され、
前記継手面が、その継手面との交差箇所における前記湾曲面の法線に対して傾斜している傾斜面に形成され、
前記連結具が、前記継手面側に係合部を臨ませる係合金物と前記セグメント本体に埋設されるアンカー筋とを一体に備え、
前記セグメントどうしをトンネル長手方向に相対移動させることにより、前記係合金物どうしを係合させて互いに連結してあるトンネルセグメント連結構造であって、
前記係合金物は互いに連結される前記セグメント本体のそれぞれに各別に設けられた雄型係合金物及び雌型係合金物であり、
前記雌型係合金物に備えられる挿入孔に前記雄型係合金物に備えられる挿入軸部材が挿入されることで前記雄型係合金物と前記雌型係合金物が係合され、
前記雄型係合金物と前記雌型係合金物の係合方向が、前記雄型係合金物に連結されるアンカー筋の軸心方向及び前記雌型係合金物に連結されるアンカー筋の軸心方向の少なくとも何れかと交差するように、前記雄型係合金物及び前記雌型係合金物が形成され、
前記係合方向、前記雌型係合金物に連結されるアンカー筋の軸心方向、および前記雄型係合金物に連結されるアンカー筋の軸心方向の何れもが、前記継手面に対して直角の方向よりも前記湾曲面に沿う方向に傾斜するように、前記係合金物を前記セグメント本体に固定してあ
FEATURES configuration of the present invention, a segment tunnel adjacent tunnel circumferential direction, against the reinforced concrete segment joints surfaces forming the tunnel circumferential end of the body to each other, Yes linked to each other by a connecting member,
The inner peripheral surface or outer peripheral surface of the segment body is formed on a curved surface that is curved along the tunnel circumferential direction,
The joint surface is formed on an inclined surface that is inclined with respect to the normal line of the curved surface at the intersection with the joint surface;
The connector is integrally provided with an engagement metal that makes an engagement portion face the joint surface side and an anchor bar embedded in the segment body,
A tunnel segment connecting structure in which the segments are relatively moved in the longitudinal direction of the tunnel so that the engaging hardware is engaged with each other and connected to each other.
The engagement hardware is a male engagement hardware and a female engagement hardware provided separately for each of the segment bodies connected to each other,
The male engagement hardware and the female engagement hardware are engaged by inserting an insertion shaft member provided in the male engagement hardware into an insertion hole provided in the female engagement hardware,
The engagement direction of the male engagement hardware and the female engagement hardware is such that the axial direction of the anchor muscle connected to the male engagement hardware and the axis of the anchor muscle connected to the female engagement hardware. The male engagement hardware and the female engagement hardware are formed so as to intersect at least one of the central directions,
The engagement direction, the axial center direction of the anchor muscle connected to the female engagement hardware, and the axial direction of the anchor muscle connected to the male engagement hardware are all relative to the joint surface. The engagement hardware is fixed to the segment body so as to incline in a direction along the curved surface rather than a right angle direction.

〔作用及び効果〕
係合金物どうしの係合方向が、継手面に対して直角の方向よりも湾曲面に沿う方向に傾斜するように、係合金物をセグメント本体に固定してあるので、係合金物どうしの係合方向を、継手面との交差箇所における湾曲面の接線方向に沿わせ易くなり、アンカー筋を係合金物に対して係合金物どうしの係合方向に沿わせて取り付けてある場合でも、アンカー筋をセグメント本体の湾曲面の曲率に応じた適正深さで埋設し易い。
また、アンカー筋を係合金物に対して、係合金物どうしの係合方向に対して傾斜する取り付け角度で取り付けてある場合でも、その取り付け角度を従来よりも小さい角度で取り付けておくことができる。
従って、セグメント本体の湾曲面の曲率が異なる場合でも、アンカー筋の係合金物に対する取り付け角度が同じ連結具を幅広い曲率範囲に対応させて使用して、アンカー筋をセグメント本体の湾曲面の曲率に応じた適正深さで埋設することが可能になり、アンカー筋の係合金物に対する取り付け角度が異なる連結具の種類を少なくして、トンネル用セグメントの製作コストの削減を図り易い。
また、アンカー筋を係合金物に対して、係合金物どうしの係合方向に対して傾斜する取り付け角度で取り付けてある場合でも、その取り付け角度を従来よりも小さい角度で取り付けて、アンカー筋をセグメント本体の湾曲面の曲率に応じた適正深さで埋設することが可能になり、アンカー筋の係合金物に対する取付け部位に大きな応力集中が生じ難い。
[Action and effect]
Since the engagement hardware is fixed to the segment body so that the engagement direction of the engagement hardware is inclined in the direction along the curved surface rather than the direction perpendicular to the joint surface, the engagement hardware is engaged with each other. Even if the joint direction is easily aligned with the tangential direction of the curved surface at the intersection with the joint surface and the anchor bar is attached to the engagement hardware along the engagement direction of the engagement hardware, It is easy to embed the muscle at an appropriate depth according to the curvature of the curved surface of the segment body.
Further, even when the anchor bar is attached to the engagement hardware at an attachment angle that is inclined with respect to the engagement direction of the engagement hardware, the attachment angle can be attached at a smaller angle than in the past. .
Therefore, even if the curvature of the curved surface of the segment body is different, use a connector with the same angle of attachment of the anchor muscle to the engagement hardware corresponding to a wide curvature range, so that the anchor muscle can be used for the curvature of the curved surface of the segment body. It is possible to embed at an appropriate depth, and it is easy to reduce the manufacturing cost of the tunnel segment by reducing the types of couplers having different attachment angles of the anchor bars to the engagement hardware.
Moreover, even when the anchor bar is attached to the engagement hardware at an attachment angle that is inclined with respect to the engagement direction of the engagement hardware, the anchor angle is attached at a smaller angle than in the conventional case. It is possible to embed the segment body at an appropriate depth according to the curvature of the curved surface, and it is difficult for a large stress concentration to occur at the attachment site of the anchor muscle to the engagement hardware.

また、アンカー筋を、係合金物どうしの係合方向よりも湾曲面に沿う方向に傾斜させて、セグメント本体に埋設してあるので、アンカー筋をセグメント本体の湾曲面の曲率に応じた適正深さで埋設し易い。 In addition, the anchor bar is inclined in the direction along the curved surface rather than the engagement direction of the engagement hardware, and is embedded in the segment main body. Therefore, the anchor bar has an appropriate depth corresponding to the curvature of the curved surface of the segment main body. It is easy to embed.

以下に本発明の実施の形態を図面に基づいて説明する。
図1は、トンネル周方向で隣り合う三種類のトンネル用セグメントA,B,Kどうしを連結してある略筒円形のセグメントリングRを示し、図2に示すように、トンネル長手方向に平行な左右の側辺1aを備えた三個のAセグメントAと、トンネル長手方向に平行な側辺1aとトンネル長手方向に対して傾斜する傾斜側辺1bとを備えた二個のBセグメントBと、傾斜側辺1bを左右対称に備えたKセグメントKとを連結してある。
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 shows a substantially cylindrical circular segment ring R in which three types of tunnel segments A, B, K adjacent to each other in the circumferential direction of the tunnel are connected. As shown in FIG. Three B segments B having three A segments A having left and right side edges 1a, side edges 1a parallel to the tunnel longitudinal direction, and inclined side edges 1b inclined with respect to the tunnel longitudinal direction; The K segment K provided with the inclined side 1b symmetrically is connected.

図3〜図5は、トンネルリングRの上部を構成するために左右対称に先行して設置してある一対のBセグメントBの一方と、その一対のセグメントB間に押し込んで最後に連結するKセグメント(以下、キーセグメントという)Kとの本発明によるトンネルセグメント連結構造を示し、キーセグメントKと図示しない他方のBセグメントBとの連結構造も同様であるので省略する。   FIGS. 3 to 5 show one of a pair of B segments B that are placed symmetrically in advance to form the upper part of the tunnel ring R, and a pair of segments B that are pushed in and finally connected K A tunnel segment connection structure according to the present invention with a segment (hereinafter referred to as a key segment) K is shown.

前記BセグメントBとキーセグメントKは、各セグメント本体2のトンネル周方向端部、つまり、傾斜側辺1bに沿って形成した継手面3どうしを突き合わせて、トンネル長手方向で二箇所の夫々に設けてある一対の連結具4(4a,4b)で互いに連結してあり、各セグメント本体2は、補強鉄筋5を篭状に配筋してある鉄筋コンクリートで構成して、抗口側端面には連結用の雄型金具6aを設け、切羽側端面には連結用の雌形金具6bを設けてある。   The B segment B and the key segment K are provided at two locations in the tunnel longitudinal direction by abutting the end faces in the tunnel circumferential direction of each segment body 2, that is, the joint surfaces 3 formed along the inclined side 1b. Are connected to each other by a pair of connecting tools 4 (4a, 4b), and each segment body 2 is made of reinforced concrete in which reinforcing reinforcing bars 5 are arranged in a hook shape, and is connected to the end face on the anti-mouth side. A male fitting 6a is provided, and a connecting female fitting 6b is provided on the end face of the face.

前記キーセグメントKもBセグメントBも、トンネル長手方向に沿わせる幅を同じ一定幅で形成してあり、各継手面3は、平面視で、トンネル長手方向に沿う線分L1に対して抗口側ほどキーセグメントK側に傾斜するように設けてあって、キーセグメントKは、平面視で、左右対称な略台形(等脚台形)に形成してある。   Both the key segment K and the B segment B are formed with the same constant width along the tunnel longitudinal direction, and each joint surface 3 has an opening with respect to the line segment L1 along the tunnel longitudinal direction in plan view. The key segment K is formed so as to be inclined toward the key segment K toward the side, and the key segment K is formed in a substantially trapezoidal shape (isosceles trapezoidal shape) that is symmetrical in a plan view.

前記BセグメントBとキーセグメントKの夫々は、図4,図5に示すように、セグメント本体2の内周面7と外周面8とがトンネル周方向に沿って互いに略平行に、かつ、同芯の略円形に湾曲している湾曲面に形成され、継手面3は、外周面8を上向きにしたキーセグメントKを、継手面3を略鉛直方向に沿わせて一対のBセグメントB間にトンネル径方向から入り込ませることができるように、トンネル長手方向に沿う正面視で、その継手面3との交差箇所における湾曲面(内周面7又は外周面8)の法線L2に対して傾斜している傾斜面に形成されている。   As shown in FIGS. 4 and 5, the B segment B and the key segment K are configured so that the inner peripheral surface 7 and the outer peripheral surface 8 of the segment body 2 are substantially parallel to each other along the tunnel circumferential direction. The joint surface 3 has a key segment K with the outer peripheral surface 8 facing upward, and a joint surface 3 between the pair of B segments B along the joint surface 3 in a substantially vertical direction. Inclined with respect to the normal L2 of the curved surface (inner peripheral surface 7 or outer peripheral surface 8) at the intersection with the joint surface 3 in a front view along the tunnel longitudinal direction so that it can enter from the tunnel radial direction It is formed on the inclined surface.

前記連結具4は、継手面3側に係合部9を臨ませる係合金物10と、セグメント本体2に埋設されるアンカー筋11とを一体に備え、係合金物10としての雄型係合金物12を設けてある雄型連結具4aと、係合金物10としての雌型係合金物13を設けてある雌型連結具4bとの組み合わせからなる一対の連結具4(4a,4b)を、抗口側と切羽側との二箇所の夫々に設けて、BセグメントBとキーセグメントKとを互いに連結してある。   The connector 4 is integrally provided with an engagement hardware 10 that causes the engagement portion 9 to face the joint surface 3 side and an anchor bar 11 embedded in the segment body 2, and a male engagement metal as the engagement hardware 10. A pair of connectors 4 (4a, 4b) comprising a combination of a male connector 4a provided with the object 12 and a female connector 4b provided with a female engagement metal 13 as the engagement metal 10. The B segment B and the key segment K are connected to each other at two positions, the anti-mouth side and the face side.

前記雄型係合金物12は、図6に示すように、雌型連結具4bにトンネル長手方向から挿入する係合部9としての挿入軸部材9aと、セグメント本体2に固定される固定部材14aと、挿入軸部材9aを固定部材14aに連結する連結部材15とを一体に備え、連結部材15は、セグメント厚さ方向の寸法が挿入軸部材9aよりも小さい板状に形成して、挿入軸部材9aと固定部材14aとで挟まれる位置に一体に設けてある。   As shown in FIG. 6, the male engagement hardware 12 includes an insertion shaft member 9 a as an engagement portion 9 that is inserted into the female connector 4 b from the longitudinal direction of the tunnel, and a fixing member 14 a that is fixed to the segment body 2. And a connecting member 15 for connecting the insertion shaft member 9a to the fixing member 14a. The connecting member 15 is formed in a plate shape whose dimension in the segment thickness direction is smaller than that of the insertion shaft member 9a. It is integrally provided at a position between the member 9a and the fixing member 14a.

前記雌型係合金物13は、図6に示すように、挿入軸部材9aをトンネル長手方向から挿入可能な係合部9としての挿入孔9bを形成してある被挿入部材16と、セグメント本体2に固定される固定部材14bとを一体に備え、被挿入部材16には、挿入軸部材9aを挿入孔9bに挿入するに伴う連結部材15の挿通を許容するスリット17を形成してある。   As shown in FIG. 6, the female engagement hardware 13 includes an inserted member 16 in which an insertion hole 9 b is formed as an engagement portion 9 into which the insertion shaft member 9 a can be inserted from the longitudinal direction of the tunnel, and a segment body. And a fixing member 14b fixed to 2 is integrally provided, and the inserted member 16 is formed with a slit 17 that allows the connecting member 15 to be inserted when the insertion shaft member 9a is inserted into the insertion hole 9b.

前記一対の連結具4(4a,4b)は、抗口側の一対の連結具として、BセグメントBに固定してある雄型連結具4aと、キーセグメントKに固定してある雌型連結具4bとの一対を設けてあり、切羽側の一対の連結具として、BセグメントBに固定してある雌型連結具4bと、キーセグメントKに固定してある雄型連結具4aとの一対を設けてある。   The pair of connectors 4 (4a, 4b) includes a male connector 4a fixed to the B segment B and a female connector fixed to the key segment K as a pair of anti-mouth side connectors. As a pair of coupling tools on the face side, a pair of a female coupling tool 4b fixed to the B segment B and a male coupling tool 4a fixed to the key segment K is provided. It is provided.

また、BセグメントBにおける継手面3の切羽側と、キーセグメントKにおける継手面3の抗口側との夫々には、キーセグメントKをBセグメントB間に押し込む際に、雄型係合金物12の入り込みを許容する横向きの溝18を形成してある。   Further, when the key segment K is pushed between the B segments B on the face side of the joint surface 3 in the B segment B and on the opposite side of the joint surface 3 in the key segment K, the male engagement hardware 12 is provided. A lateral groove 18 is formed to allow the entry of.

そして、図1(イ)に示すように、キーセグメントKの抗口側部分を左右のBセグメントB間に予めトンネル径方向から大きく入り込ませておいてから、図示しない押し込み装置でBセグメントB間に抗口側に向けて押し込んで、キーセグメントKとBセグメントBとをトンネル長手方向に相対移動させることにより、各雄型係合金物12を溝18に入り込ませて、各挿入軸部材9aを各雌型係合金物13の挿入孔9bに挿入し、係合金物10(12,13)どうしを、挿入軸部材9aのセグメント本体2からの突出方向に係合させて、BセグメントBとキーセグメントKとを互いに連結して、図1(ロ)に示すように、セグメントリングRを構築してある。   Then, as shown in FIG. 1 (a), the anti-mouth side portion of the key segment K is inserted between the left and right B segments B in advance from the tunnel radial direction, and is then inserted between the B segments B by a pushing device (not shown). Are pushed toward the mouth side and the key segment K and the B segment B are moved relative to each other in the longitudinal direction of the tunnel, so that each male engagement hardware 12 enters the groove 18 and each insertion shaft member 9a is moved. Each of the female engagement fittings 13 is inserted into the insertion hole 9b, and the engagement fittings 10 (12, 13) are engaged with each other in the protruding direction from the segment body 2 of the insertion shaft member 9a. A segment ring R is constructed by connecting the segments K to each other as shown in FIG.

前記雄型係合金物12と雌型係合金物13の夫々は、図4,図5に示すように、係合金
物10(12,13)どうしの係合方向X、つまり、連結部材15の厚み方向中心位置を通り、かつ、挿入軸部材9aの軸芯を通る方向が、継手面3に対して直角の方向よりも湾曲面(内周面7又は外周面8)に沿う方向に傾斜するように、セグメント本体2に固定してある。
As shown in FIGS. 4 and 5, the male engagement hardware 12 and the female engagement hardware 13 are respectively engaged in the engagement direction X of the engagement hardware 10 (12, 13), that is, of the connecting member 15. The direction passing through the center position in the thickness direction and passing through the axis of the insertion shaft member 9a is inclined in the direction along the curved surface (the inner peripheral surface 7 or the outer peripheral surface 8) rather than the direction perpendicular to the joint surface 3. Thus, it is fixed to the segment body 2.

また、キーセグメントKに設けてある雄型連結具4a及び雌型連結具4bのアンカー筋11の夫々は、トンネル長手方向に沿う正面視で、係合金物10(12,13)どうしの係合方向Xに沿わせて、セグメント本体2に篭状に配筋してある補強鉄筋5の内側に略全体を埋設してあり、BセグメントBに設けてある雄型連結具4a及び雌型連結具4bのアンカー筋11の夫々は、トンネル長手方向に沿う正面視で、係合金物10(12,13)どうしの係合方向Xよりも湾曲面(内周面7又は外周面8)に沿う方向に傾斜させて、セグメント本体2に篭状に配筋してある補強鉄筋5の内側に略全体を埋設してある。   Further, each of the anchor bars 11 of the male connector 4a and the female connector 4b provided in the key segment K is engaged with the engagement hardware 10 (12, 13) in a front view along the tunnel longitudinal direction. Along the direction X, the male connector 4a and the female connector are provided in the B segment B and are substantially entirely embedded inside the reinforcing reinforcing bars 5 arranged in a hook shape on the segment body 2. Each of the anchor bars 11 of 4b is a direction along the curved surface (inner peripheral surface 7 or outer peripheral surface 8) rather than the engagement direction X of the engagement hardware 10 (12, 13) in front view along the tunnel longitudinal direction. The entire reinforcement body 5 is embedded inside the segment main body 2 in a hook shape.

〔その他の実施形態〕
1.本発明によるトンネルセグメント連結構造は、一対の連結具を構成する雄型連結具と雌型連結具のアンカー筋の夫々を、トンネル長手方向に沿う正面視で、係合金物どうしの係合方向に沿わせて、セグメント本体に埋設してあっても良い。
2.本発明によるトンネルセグメント連結構造は、一対の連結具を構成する雄型連結具と雌型連結具のアンカー筋の夫々を、トンネル長手方向に沿う正面視で、係合金物どうしの係合方向よりも湾曲面に沿う方向に傾斜させて、セグメント本体に埋設してあっても良い。
3.本発明によるトンネルセグメント連結構造は、トンネル周方向で隣り合うトンネル用セグメントを、セグメント本体のトンネル周方向端部に形成したトンネル長手方向と平行な継手面どうし、つまり、図1(ロ),図2に例示するAセグメントAやBセグメントBにおけるトンネル長手方向に平行な側辺1aに沿った継手面どうしを突き合わせて、連結具で互いに連結してあっても良い。
4.本発明によるトンネルセグメント連結構造は、セグメント本体の内周面又は外周面がトンネル周方向に沿って楕円形に湾曲している湾曲面に形成されていても良い。
5.本発明によるトンネルセグメント連結構造は、セグメント本体の内周面又は外周面の一方がトンネル周方向に沿って湾曲している湾曲面に形成されていても良い。
6.本発明によるトンネルセグメント連結構造は、トンネル周方向で隣り合うセグメントの夫々に、継手面側に係合部としての挿入孔を臨ませる雌型係合金物とアンカー筋とを一体に備えている連結具を固定し、係合部としての左右一対の挿入軸部材を一体に備えた雄型係合金物を、各挿入軸部材が各連結具の挿入孔に入り込むように、セグメントどうしをトンネル長手方向に相対移動させることにより、雌型係合金物どうしを、雄型係合金物を介して係合させて互いに連結してあっても良い。
この場合は、雄型係合金物における左右一対の挿入軸部材の並設方向が係合金物どうしの係合方向となる。
[Other Embodiments]
1. In the tunnel segment connection structure according to the present invention, each of the male connector and the anchor muscle of the female connector constituting the pair of connectors is viewed in the engagement direction between the engagement hardware in a front view along the tunnel longitudinal direction. It may be embedded in the segment body.
2. In the tunnel segment connecting structure according to the present invention, each of the male connector constituting the pair of connectors and the anchor muscles of the female connector is viewed from the engagement direction of the engagement hardware in front view along the tunnel longitudinal direction. Also, it may be inclined in the direction along the curved surface and embedded in the segment body.
3. In the tunnel segment connecting structure according to the present invention, adjacent tunnel segments in the tunnel circumferential direction are formed by connecting joint surfaces parallel to the tunnel longitudinal direction formed at the tunnel circumferential end of the segment body, that is, FIG. The joint surfaces along the side 1a parallel to the tunnel longitudinal direction in the A segment A and B segment B exemplified in Fig. 2 may be butted together and connected to each other with a connector.
4). The tunnel segment connection structure according to the present invention may be formed in a curved surface in which the inner peripheral surface or the outer peripheral surface of the segment body is elliptically curved along the tunnel circumferential direction.
5. The tunnel segment connection structure according to the present invention may be formed on a curved surface in which one of the inner peripheral surface or the outer peripheral surface of the segment body is curved along the tunnel circumferential direction.
6). A tunnel segment connection structure according to the present invention is a connection in which a female engagement hardware and an anchor bar are integrally provided so that each of adjacent segments in the circumferential direction of the tunnel faces an insertion hole as an engagement portion on the joint surface side. Fix the fixture, and connect the male engagement hardware with a pair of left and right insertion shafts as an engagement part to the segments in the tunnel longitudinal direction so that each insertion shaft member enters the insertion hole of each connection tool. By moving relative to each other, the female engaging hardware may be engaged with each other via the male engaging hardware and connected to each other.
In this case, the parallel direction of the pair of left and right insertion shaft members in the male engagement hardware is the engagement direction between the engagement hardware.

トンネルリングの斜視図Tunnel ring perspective view トンネルリングを構成するセグメントの展開図Exploded view of the segments that make up the tunnel ring トンネルセグメント連結構造を示す一部断面平面図Partial sectional plan view showing tunnel segment connection structure 図3のIV−IV線矢視断面図Sectional view taken along line IV-IV in FIG. 図3のV−V線矢視断面図Cross-sectional view taken along line VV in FIG. 連結具の説明用斜視図Description perspective view of coupling tool

2 セグメント本体
3 継手面
4 連結具
7 内周面(湾曲面)
8 外周面(湾曲面)
9 係合部
10 係合金物
11 アンカー筋
B セグメント(Bセグメント)
K セグメント(Kセグメント)
L2 法線
X 係合方向
2 Segment body 3 Joint surface 4 Connecting tool 7 Inner peripheral surface (curved surface)
8 Peripheral surface (curved surface)
9 Engagement section 10 Engagement hardware 11 Anchor bar B segment (B segment)
K segment (K segment)
L2 normal X engagement direction

Claims (1)

トンネル周方向で隣り合うトンネル用セグメントを、鉄筋コンクリート製セグメント本体のトンネル周方向端部に形成した継手面どうしを突き合わせて、連結具で互いに連結してあり、
前記セグメント本体の内周面又は外周面がトンネル周方向に沿って湾曲している湾曲面に形成され、
前記継手面が、その継手面との交差箇所における前記湾曲面の法線に対して傾斜している傾斜面に形成され、
前記連結具が、前記継手面側に係合部を臨ませる係合金物と前記セグメント本体に埋設されるアンカー筋とを一体に備え、
前記セグメントどうしをトンネル長手方向に相対移動させることにより、前記係合金物どうしを係合させて互いに連結してあるトンネルセグメント連結構造であって、
前記係合金物は互いに連結される前記セグメント本体のそれぞれに各別に設けられた雄型係合金物及び雌型係合金物であり、
前記雌型係合金物に備えられる挿入孔に前記雄型係合金物に備えられる挿入軸部材が挿入されることで前記雄型係合金物と前記雌型係合金物が係合され、
前記雄型係合金物と前記雌型係合金物の係合方向が、前記雄型係合金物に連結されるアンカー筋の軸心方向及び前記雌型係合金物に連結されるアンカー筋の軸心方向の少なくとも何れかと交差するように、前記雄型係合金物及び前記雌型係合金物が形成され、
前記係合方向、前記雌型係合金物に連結されるアンカー筋の軸心方向、および前記雄型係合金物に連結されるアンカー筋の軸心方向の何れもが、前記継手面に対して直角の方向よりも前記湾曲面に沿う方向に傾斜するように、前記係合金物を前記セグメント本体に固定してあるトンネルセグメント連結構造。
The adjacent tunnel segments in the tunnel circumferential direction are connected to each other by a coupling tool, with the joint surfaces formed at the end of the tunnel circumferential direction of the reinforced concrete segment body facing each other.
The inner peripheral surface or outer peripheral surface of the segment body is formed on a curved surface that is curved along the tunnel circumferential direction,
The joint surface is formed on an inclined surface that is inclined with respect to the normal line of the curved surface at the intersection with the joint surface;
The connector is integrally provided with an engagement metal that makes an engagement portion face the joint surface side and an anchor bar embedded in the segment body,
A tunnel segment connecting structure in which the segments are relatively moved in the longitudinal direction of the tunnel so that the engaging hardware is engaged with each other and connected to each other.
The engagement hardware is a male engagement hardware and a female engagement hardware provided separately for each of the segment bodies connected to each other,
The male engagement hardware and the female engagement hardware are engaged by inserting an insertion shaft member provided in the male engagement hardware into an insertion hole provided in the female engagement hardware,
The engagement direction of the male engagement hardware and the female engagement hardware is such that the axial direction of the anchor muscle connected to the male engagement hardware and the axis of the anchor muscle connected to the female engagement hardware. The male engagement hardware and the female engagement hardware are formed so as to intersect at least one of the central directions,
The engagement direction, the axial center direction of the anchor muscle connected to the female engagement hardware, and the axial direction of the anchor muscle connected to the male engagement hardware are all relative to the joint surface. A tunnel segment connection structure in which the engagement hardware is fixed to the segment body so as to be inclined in a direction along the curved surface rather than a right angle direction.
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