JP2000064791A - Joint structure by male-female metal fitting and segment using the same - Google Patents

Joint structure by male-female metal fitting and segment using the same

Info

Publication number
JP2000064791A
JP2000064791A JP11061968A JP6196899A JP2000064791A JP 2000064791 A JP2000064791 A JP 2000064791A JP 11061968 A JP11061968 A JP 11061968A JP 6196899 A JP6196899 A JP 6196899A JP 2000064791 A JP2000064791 A JP 2000064791A
Authority
JP
Japan
Prior art keywords
male
fitting
segment
female
tunnel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP11061968A
Other languages
Japanese (ja)
Inventor
Noriyasu Yamamori
規安 山森
Tatsuya Okamoto
達也 岡本
Yoshikazu Kido
義和 木戸
Noboru Tashiro
▲のぼる▼ 田代
Hitoshi Murata
均 村田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kumagai Gumi Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP11061968A priority Critical patent/JP2000064791A/en
Publication of JP2000064791A publication Critical patent/JP2000064791A/en
Pending legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a joint structure, in which no operation such as the corrosionproof treatment of a joint member for a segment, etc. and internal- surface secondary lining and the like is required. SOLUTION: In the joint structure by the male-female metal fittings 4, 7 abutting and joining the mutual end faces of the segments 1 having specified wall thickness, the hooked male metal fittings 4 are installed to one abutting end face 3 in the tunnel circumferential direction of the segments 1, recessed sections 6, into which the male metal fittings 4 are fitted, are formed to the other abutting end face 5, and the female metal fittings 7 with engaging holes 8, with which the engaging front-end sections 4a of the male metal fittings 4 are engaged by moving the segments 1 in the tunnel axial direction in the recessed sections 6, are buried to the other abutting end face 5. Flexible springs 13 clamping the abutting surfaces by drawing the engaging front-end sections 4a of the male metal fittings 4 inserted into the engaging holes 8 near in the bottom direction of the recessed sections 6 are installed to the female metal fittings 7.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明はコンクリート系セグ
メント、その他トンネル内壁を構成する部材の連結に用
いられる雄雌金具による継手構造および、その継手を用
いたセグメントに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete type segment and a joint structure using male and female metal fittings used for connecting other members constituting an inner wall of a tunnel, and a segment using the joint.

【0002】[0002]

【従来の技術】トンネルを構築する方法としては、掘削
内面側にセグメントを組立てるシールド工法が一般的で
ある。このシールド工法に用いるセグメントは、従来、
ボルト継手を有し、トンネル円周方向とトンネル軸方向
に相隣るセグメントを突き合わせて、ボルトによって結
合した連結構造である。
2. Description of the Related Art As a method for constructing a tunnel, a shield method is generally used in which segments are assembled on the inner surface side of excavation. The segment used for this shield construction method is conventionally
This is a connection structure that has a bolt joint, and segments adjacent to each other in the tunnel circumferential direction and the tunnel axial direction are abutted against each other and connected by bolts.

【0003】[0003]

【発明が解決しようとする課題】このような従来のボル
ト継手を有するセグメントには次の課題がある。 二次覆工を行わない場合、継手金物がトンネル内面
に露出しており、防食処理が必要となる。また、ボルト
ボックスの充填処理が必要となる。 下水道,排水路,放水路などの水関係の用途の場
合、内面平滑性が確保され、所定の粗度係数を確保する
ために二次覆工を行っている。 ボルト継手は、ボルト締結に多くの時間を要し、セ
グメント組立に熟練工を必要とする。
The segment having such a conventional bolt joint has the following problems. When the secondary lining is not performed, the joint metal fittings are exposed on the inner surface of the tunnel, and anticorrosion treatment is required. In addition, it is necessary to fill the bolt box. In the case of water-related applications such as sewers, drainage canals, and drainage canals, secondary lining is performed to ensure the inner surface smoothness and the prescribed roughness coefficient. The bolt joint requires a lot of time for bolt fastening and requires a skilled worker for segment assembly.

【0004】本発明は前記の課題を解決した雄雌金具に
よる継手構造および、それを用いたセグメントを提供す
ることを目的とする。
It is an object of the present invention to provide a joint structure using male and female metal fittings, which solves the above problems, and a segment using the same.

【0005】[0005]

【課題を解決するための手段】前記の課題を解決するた
め、本発明に係る雄雌金具による継手構造は、所定の肉
厚を有し、トンネル内壁を構成する部材の端面同士を突
き合わせて接合する雄雌金具による継手構造であって、
前記部材のトンネル円周方向の突き合わせ面にフック形
状の雄金具と、相対する部材の雄金具が嵌る凹部のいず
れか一方又は両方を設け、かつ、この凹部内に前記部材
をトンネル軸方向に移動することにより前記雄金具の係
合先端部が係合する係合孔を有する雌金具を埋設し、前
記雌金具には、前記係合孔に挿入した前記雄金具の係合
先端部を前記凹部の底に引き寄せることで前記突き合わ
せ面を締付ける可撓性ばねを設けた構成を特徴とする。
In order to solve the above-mentioned problems, the joint structure by the male and female metal fittings according to the present invention has a predetermined wall thickness, and the end faces of the members constituting the tunnel inner wall are abutted and joined together. It is a joint structure with male and female metal fittings,
One or both of a hook-shaped male fitting and a recess into which the male fitting of the opposing member fits are provided on the abutting surfaces of the member in the tunnel circumferential direction, and the member is moved in the tunnel axial direction within the recess. By embedding a female fitting having an engaging hole with which the engaging tip of the male fitting engages, the engaging tip of the male fitting inserted into the engaging hole is formed in the female fitting. It is characterized in that a flexible spring for tightening the abutting surface by pulling the bottom of the flexible spring is provided.

【0006】また本発明に係る他の雄雌金具による継手
構造は、所定の肉厚を有し、トンネル内壁を構成する部
材の端面同士をトンネル軸線に対して傾斜する突き合わ
せ面を介して接合する雄雌金具による継手構造であっ
て、前記部材のトンネル円周方向の傾斜する突き合わせ
面にフック形状の雄金具と、相対する部材の雄金具の嵌
る凹部のいずれか一方又は両方を設け、この凹部内に前
記部材をトンネル軸方向に移動することにより前記雄金
具の係合先端部が係合する係合孔を有する雌金具を埋設
し、前記雌金具には、前記係合孔に挿入した前記雄金具
の係合先端部を前記凹部の側面に引き寄せることで前記
突き合わせ面を締付ける可撓性ばねを設けた構成を特徴
とする。
Further, another joint structure using male and female metal fittings according to the present invention has a predetermined wall thickness and joins the end faces of the members forming the inner wall of the tunnel with the abutting faces inclined with respect to the tunnel axis. In the joint structure of male and female metal fittings, one or both of a hook-shaped male metal fitting and a concave portion into which a male metal fitting of an opposing member is fitted are provided on the abutting surfaces of the member inclined in the tunnel circumferential direction. A female metal fitting having an engaging hole with which the engaging tip portion of the male fitting is engaged by moving the member in the tunnel axial direction is embedded therein, and the female fitting is inserted into the engaging hole. The present invention is characterized in that a flexible spring for tightening the abutting surface is provided by pulling the engaging tip portion of the male fitting toward the side surface of the recess.

【0007】本発明に係るセグメントは、所定の肉厚を
有するセグメントの端面同士を雄雌金具による継手構造
を用いて突き合わせて接合するセグメントであって、前
記セグメントのトンネル円周方向の突き合わせ面にフッ
ク形状の雄金具と、相対するセグメントの雄金具の嵌る
凹部のいずれか一方又は両方を設け、かつ、この凹部内
に前記セグメントをトンネル軸方向に移動することによ
り前記雄金具の係合先端部が係合する係合孔を有する雌
金具を埋設し、前記雌金具には、前記係合孔に挿入した
前記雄金具の係合先端部を前記凹部の底に引き寄せるこ
とで前記突き合わせ面を締付ける可撓性ばねを設けた構
成を特徴とする。
A segment according to the present invention is a segment in which end faces of a segment having a predetermined wall thickness are butted and joined to each other by using a joint structure of male and female metal fittings. One or both of a hook-shaped male metal fitting and a concave portion into which the male metal fitting of the opposite segment fits are provided, and by moving the segment in the axial direction of the tunnel in the concave portion, the engaging tip portion of the male metal fitting. Is embedded with an engaging hole that engages with, and the female fitting is tightened at the abutting surface by pulling the engaging tip of the male fitting inserted into the engaging hole toward the bottom of the recess. A feature is that a flexible spring is provided.

【0008】また、本発明に係る他のセグメントは、所
定の肉厚を有するキーセグメントをトンネル軸方向に移
動することでトンネルの軸線に対して傾斜する前記キー
セグメントの両突き合わせ面を、その両側のセグメント
に雄雌金具による継手構造を用いて接合するセグメント
であって、前記キーセグメントのトンネル軸線に対し傾
斜する突き合わせ端面にフック形状の雄金具と、相対す
るセグメントの雄金具の嵌る凹部のいずれか一方又は両
方を設け、この凹部内に前記キーセグメントをトンネル
軸方向に移動することにより前記雄金具の係合先端部が
係合する係合孔を有する雌金具を埋設し、前記雌金具に
は、前記係合孔に挿入した前記雄金具の係合先端部を前
記凹部の側面に引き寄せることで前記突き合わせ面を締
付ける可撓性ばねを設けた構成を特徴とする。
Further, in another segment according to the present invention, by moving a key segment having a predetermined wall thickness in the tunnel axial direction, both abutting surfaces of the key segment inclined with respect to the axis of the tunnel are provided on both sides thereof. Which is a segment to be joined using a joint structure of male and female metal fittings, the hook-shaped male metal fitting on the abutting end face inclined with respect to the tunnel axis of the key segment, and the concave portion into which the male metal fitting of the opposite segment fits. One or both of them is provided, and by moving the key segment in the tunnel axial direction in this recess, a female metal fitting having an engaging hole with which the engaging tip end of the male metal fitting is engaged is embedded, and in the female metal fitting. Is a flexible spring that tightens the abutting surface by pulling the engaging tip of the male fitting inserted into the engaging hole toward the side surface of the recess. And wherein configuration provided.

【0009】本発明によると、部材同士又はセグメント
同士をトンネル円周方向に突き合わせたうえ、雄金具の
係合先端部を雌金具の係合孔の中心線上に位置させ、続
いて、前記両部材又は両セグメントをトンネル軸方向に
移動させることで雄雌金具が互いに係合し、かつ前記突
き合わせ端面で接合すると共に、さらに可撓性ばねによ
り、その突き合わせ面同士を締付けることができる。し
かも、雄雌金具が部材又はセグメントの内面に露出しな
いので二次覆工を行わなくても防食処理が不要であると
共に、部材やセグメントの内面を平滑面にできる。
According to the present invention, the members or the segments are butted to each other in the tunnel circumferential direction, the engaging tip of the male fitting is positioned on the center line of the engaging hole of the female fitting, and then the both members are joined. Alternatively, by moving both segments in the tunnel axial direction, the male and female metal fittings can be engaged with each other and joined at the abutting end faces, and the abutting faces can be tightened by the flexible spring. Moreover, since the male and female metal fittings are not exposed to the inner surface of the member or segment, the anticorrosion treatment is not required even if the secondary lining is not performed, and the inner surface of the member or segment can be made smooth.

【0010】[0010]

【発明の実施の形態】図1は、本発明の実施形態として
セグメント間(つまり、トンネル円周方向)の継手に雄
雌金具が実施されたコンクリート系のセグメントリング
2を示し、同図の中心線から左側が切羽側のセグメント
リング端面を、中心線から右側が坑口側のセグメントリ
ング端面を示す。図2は図1におけるセグメント1を単
体で示す縦断面正面図、図3はセグメント1の坑口側の
正面図、図4(A)はセグメントの内面図、図(B)は
同図(A)の一部破断左側端面図、図(C)は同図
(A)の右側端面図、図5以下は雄雌金具の係合関係を
示す部分詳細図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a concrete segment ring 2 in which male and female metal fittings are implemented in joints between segments (that is, in the circumferential direction of the tunnel) as an embodiment of the present invention. The left side of the line shows the end face of the segment ring on the face side, and the right side of the center line shows the end face of the segment ring on the wellhead side. 2 is a vertical sectional front view showing the segment 1 alone in FIG. 1, FIG. 3 is a front view of the wellhead side of the segment 1, FIG. 4 (A) is an inside view of the segment, and FIG. 4 (B) is the same figure (A). FIG. 5C is a partially cutaway left side end view, FIG. 5C is a right side end view of FIG. 5A, and FIG.

【0011】セグメント1のトンネル円周方向の一端面
3には、先端をトンネル軸方向に向けたフック形状の雄
金具4がトンネル軸方向に間隔をあけて2個(又は複数
個)設けてあり、他端面5には、前記雄金具4が嵌入で
きる凹部6が形成され、この凹部6に嵌入した雄金具4
をトンネル軸方向に若干移動することにより、当接雄金
具4が係合できる雌金具7が、前記凹部6内に設けられ
ている。
On one end face 3 of the segment 1 in the circumferential direction of the tunnel, two (or a plurality of) hook-shaped male fittings 4 whose tips are directed in the tunnel axial direction are provided at intervals in the tunnel axial direction. A recess 6 into which the male fitting 4 can be fitted is formed on the other end surface 5, and the male fitting 4 fitted into the recess 6 is formed.
A female metal fitting 7 with which the abutting male metal fitting 4 can be engaged is provided in the concave portion 6 by slightly moving the contact metal fitting in the tunnel axis direction.

【0012】図5以下によってさらに説明すると、フッ
ク形状の雄金具4の基端部はコンクリート系セグメント
1の中に埋設され、その係合先端部4aはトンネル軸方
向の坑口側に向けて折曲げられている。雌金具7は雄金
具4の係合先端部4aと略同心形状で、該先端部4aの
外形寸法より若干大きめの大きさからなる係合孔8を有
する鋼板からなり、この鋼板が前記凹部6内を仕切るよ
うにセグメント1中に埋設されている。
Explaining further with reference to FIG. 5 and subsequent figures, the base end of the hook-shaped male fitting 4 is embedded in the concrete-based segment 1, and the engaging tip 4a thereof is bent toward the wellhead side in the tunnel axis direction. Has been. The female metal fitting 7 is made of a steel plate having a substantially concentric shape with the engaging tip portion 4a of the male metal fitting 4 and having an engaging hole 8 having a size slightly larger than the outer dimension of the tip portion 4a. It is embedded in the segment 1 so as to partition the inside.

【0013】前記凹部6は前述のとおり、セグメント1
のトンネル円周方向の他端面5に形成されていて、各図
に示すとおり凹部6の一側面10と鋼板からなる雌金具
7との間隔Lは、フック形状の雄金具4の係合先端部4
aの長さL1 寸法より若干長く設けてある(つまり、L
>L1 の関係とする)。したがって、セグメント1同士
をトンネル円周方向に接合するとき雄金具4を、前記凹
部6の一側面10と鋼板からなる雌金具7との間隙Lを
介してその凹部6内に挿入し、続いて雄金具4のセグメ
ント1をトンネル軸方向に若干移動することにより、雄
金具4の係合先端部4aを雌金具7の係合孔8に係合さ
せることができ、それにより、セグメント同士のトンネ
ル円周方向の接合を行うことができる。
As described above, the concave portion 6 has the segment 1
Is formed on the other end surface 5 in the circumferential direction of the tunnel, and as shown in each drawing, the distance L between the one side surface 10 of the recess 6 and the female metal fitting 7 made of a steel plate is equal to the engaging tip portion of the hook-shaped male metal fitting 4. Four
It is provided a little longer than the length L1 of a (that is, L
> L1). Therefore, when joining the segments 1 to each other in the circumferential direction of the tunnel, the male fitting 4 is inserted into the recess 6 through the gap L between the one side surface 10 of the recess 6 and the female fitting 7 made of a steel plate, and By slightly moving the segment 1 of the male fitting 4 in the axial direction of the tunnel, the engaging tip portion 4a of the male fitting 4 can be engaged with the engaging hole 8 of the female fitting 7, whereby a tunnel between the segments is formed. Circumferential bonding can be performed.

【0014】鋼板からなる雌金具7の背面、つまり雄金
具4を挿入する側と反対の側面の両端には、トンネル軸
方向に向けて平行に配設した2枚の補強板11の一端が
溶接してあり、かつ雌金具7の奥部先端にアンカー筋9
が溶接されており、この補強板11およびアンカー筋9
は平鋼板の雌金具7と一体にセグメント中に埋設されて
いる。また、凹部6内の先端凹部6a、つまり雄金具4
を挿入する側と反対側の雌金具7の背面側に位置する先
端凹部6aの断面形状は、雄金具4の係合先端部4aの
円錐先端と同じ開口正面形状となるように凹み形成され
ている(図12、図13参照)。
At the rear surface of the female metal member 7 made of steel plate, that is, at both ends of the side surface opposite to the side where the male metal member 4 is inserted, one end of two reinforcing plates 11 arranged in parallel in the tunnel axis direction is welded. There is also an anchor bar 9 at the back end of the female metal fitting 7.
Are welded together, and the reinforcing plate 11 and the anchor bar 9
Is embedded in the segment integrally with the female metal fitting 7 of the flat steel plate. Further, the tip recess 6a in the recess 6, that is, the male fitting 4
The cross-sectional shape of the tip concave portion 6a located on the back side of the female metal fitting 7 on the side opposite to the insertion side is formed so as to have the same opening front shape as the conical tip of the engaging tip 4a of the male metal fitting 4. (See FIGS. 12 and 13).

【0015】さらに、本発明においては、雄金具4を雌
金具7に係合したとき、相隣るセグメント1のトンネル
円周方向の突き合わせ面12(つまり、セグメントの両
端面3,5が接合する面)が適度な締結力で接合され、
継目に隙間やガタが生じないように、雌金具7には、図
5、図6、図7、図8に示す可撓性ばね13が設置され
ていて、ばね先端が係合孔8内に一部突き出すように設
けられている。
Further, in the present invention, when the male fitting 4 is engaged with the female fitting 7, the abutting surfaces 12 of the adjacent segments 1 in the tunnel circumferential direction (that is, the both end surfaces 3, 5 of the segments are joined). Surface) is joined with an appropriate fastening force,
The female metal fitting 7 is provided with the flexible spring 13 shown in FIGS. 5, 6, 7, and 8 so that no gap or play is generated at the seam, and the spring tip is inside the engagement hole 8. It is provided so that it partially protrudes.

【0016】つまり、係合孔8は雄金具4の係合先端部
4aがゆとりをもって遊嵌できる大きさに設けてあり、
雌金具7の係合孔8内に挿入した雄金具4の係合先端部
4aを、可撓性ばね13の弾発力を利用して当該係合孔
8内において、凹部6の底面6b方向に引き寄せること
により、前記セグメント1のトンネル円周方向の端面
3,5同士を隙間やガタがなく接合できるように適度な
締結力を導入できる。
That is, the engaging hole 8 is provided in a size such that the engaging tip 4a of the male fitting 4 can be loosely fitted therein.
The engaging tip portion 4a of the male metal fitting 4 inserted into the engaging hole 8 of the female metal fitting 7 is utilized in the engaging hole 8 by utilizing the elastic force of the flexible spring 13 toward the bottom surface 6b of the concave portion 6. By pulling the end faces 3 and 5, the appropriate fastening force can be introduced so that the end faces 3 and 5 of the segment 1 in the circumferential direction of the tunnel can be joined together without any gap or play.

【0017】可撓性ばね13としては、例えば、図5
に示す材料断面伸縮性ばね方式、図6に示すシールば
ね方式、図7に示すアーチばね方式、図8に示す梁
形状ばね方式がある。
As the flexible spring 13, for example, FIG.
There is a material cross-section elastic spring system shown in FIG. 6, a seal spring system shown in FIG. 6, an arch spring system shown in FIG. 7, and a beam-shaped spring system shown in FIG.

【0018】材料断面伸縮性ばね方式は、図5
(A),(B)に示すように雌金具7を構成する平鋼板
の厚み(t)を利用し、係合孔8の孔壁に凹溝14を形
成し、この凹溝14にゴム、プラスチックなどの成形充
腹からなる材料断面伸縮性ばね13aを嵌合し、ばね先
端が係合孔8の孔壁から少し孔中心方向に突出するよう
に設ける。この材料断面伸縮性ばね13aの配置範囲は
孔壁の全周ではなく、周方向の一部つまり、セグメント
1のトンネル円周方向に突き合わせる端面3,5側にの
み(但し、図示のように、これより両側に若干伸長した
正面コ字状の範囲でもよい)設け、突き合わせる端面
3,5の反対側(つまり、凹部6の底面6bの側)には
設けない。
The material section elastic spring system is shown in FIG.
As shown in (A) and (B), the thickness (t) of the flat steel plate forming the female fitting 7 is utilized to form a groove 14 in the hole wall of the engaging hole 8, and the groove 14 is made of rubber, A material cross-section elastic spring 13a made of a filled material such as plastic is fitted, and the spring tip is provided so as to slightly project from the hole wall of the engaging hole 8 toward the hole center. The arrangement range of the material cross-section elastic springs 13a is not the entire circumference of the hole wall, but only a part in the circumferential direction, that is, only on the end faces 3 and 5 that abut on the tunnel circumferential direction of the segment 1 (however, as shown in the drawing, However, it may be provided in a U-shaped range that is slightly extended to both sides from this, and is not provided on the opposite side of the abutting end faces 3 and 5 (that is, on the bottom face 6b side of the recess 6).

【0019】前記の材料断面伸縮性ばね方式にあって
は、雌金具7の係合孔8内に挿入した雄金具4の先端係
合部4aの周面は、当該係合孔8内において、材料断面
伸縮性ばね13aの先端部によって凹部6の底面6b側
に押され、結果、セグメント1のトンネル円周方向に突
き合わせる端面3,5同士は適度な締結力で接合され継
手部にガタや目開きが生じない。
In the elastic spring section having the above-mentioned material, the peripheral surface of the tip engaging portion 4a of the male fitting 4 inserted into the engaging hole 8 of the female fitting 7 is The tip end of the material cross-section elastic spring 13a is pushed to the bottom surface 6b side of the recessed portion 6, and as a result, the end faces 3 and 5 of the segment 1 that abut in the tunnel circumferential direction are joined with an appropriate fastening force and loose or loose at the joint portion. Opening does not occur.

【0020】シールばね方式は、図6(A),(B)
に示すように、ばね先端部が係合孔8の孔壁より若干孔
中心方向に突出しており、かつ雄金具4の挿入方向に沿
って弧状に成形されたシールばね13bを、雌金具7を
構成する平鋼板の側面にボルト15で固定して構成され
る。このシールばね13bの配置範囲も孔壁の全周では
なく、周方向の一部、つまり、セグメント1のトンネル
円周方向突き合わせ端面12側にのみ設け、突き合わせ
端面の反対側(つまり凹部6の底面6b側)には設けな
い。なお、本実施例のシールばね13bは、全長にわた
り同一板厚でJ字形に成形したものであるが、くの字形
の成形あるいは、両形状いずれにおいても、先端部に向
かって板厚が漸減するような断面に成形してもよい。さ
らに、シールばね13bの雌金具7への固定として、溶
接、溶着等他の固着方法を使用してもよい。
The seal spring system is shown in FIGS. 6 (A) and 6 (B).
As shown in FIG. 2, the spring tip portion slightly projects from the hole wall of the engaging hole 8 toward the hole center direction, and the seal spring 13b formed in an arc shape along the insertion direction of the male fitting 4 is attached to the female fitting 7. It is constructed by fixing the flat steel plate to the side surface with bolts 15. The arrangement range of the seal spring 13b is not the entire circumference of the hole wall, but is provided only in a part in the circumferential direction, that is, only on the tunnel circumferential direction abutting end face 12 side of the segment 1, and on the opposite side of the abutting end face (that is, the bottom surface of the recess 6). 6b side) is not provided. Although the seal spring 13b of this embodiment is formed in a J shape with the same plate thickness over the entire length, the plate thickness gradually decreases toward the tip in either the V shape or in both shapes. You may shape | mold in such a cross section. Further, other fixing methods such as welding and welding may be used to fix the seal spring 13b to the female fitting 7.

【0021】前記のシールばね方式にあっては、雌金具
7の係合孔8内に挿入した雄金具4の先端係合部4aの
周面は、当該係合孔8内において、シールばね13bの
曲げた先端部によって凹部6の底面6b側に押され、結
果、セグメント1のトンネル円周方向突き合わせ端面1
2同士は、適度に締結力で接合され、継手部にガタや目
開きが生じない。
In the above-mentioned seal spring system, the peripheral surface of the tip end engaging portion 4a of the male fitting 4 inserted into the engaging hole 8 of the female fitting 7 has a seal spring 13b inside the engaging hole 8. Is pushed to the bottom surface 6b side of the recess 6 by the bent tip end of the concave portion 6, and as a result, the tunnel circumferential butt end surface 1 of the segment 1 is
The two parts are joined together with an appropriate fastening force, and there is no play or opening in the joint part.

【0022】アーチばね方式は、図7(A),(B)
に示すように(材料断面伸縮性ばね方式と同様)雌金
具7を構成する平鋼板の厚み(t)を利用し、係合孔8
の孔壁に沿って周方向所定の範囲に亘り凹溝14を形成
し、この凹溝14に断面アーチ形のばね鋼等でできてい
るアーチばね13cを嵌装し、そのばね頂部が係合孔8
の孔壁から少し孔中心に向けて突出するように設ける。
このアーチばね13cの配置範囲も孔壁の全周ではな
く、周方向の一部つまり、セグメント1のトンネル円周
方向突き合わせ面12側(但し、図示のように、これよ
り両側に若干伸長した正面コ字状の範囲でもよい)に設
け、この突き合わせ面12の反対側(つまり、凹部6の
底面6b側)には設けない。
The arch spring method is shown in FIGS. 7 (A) and 7 (B).
As shown in FIG. 4 (similar to the elastic spring method in cross section of the material), the thickness (t) of the flat steel plate forming the female metal fitting 7 is used, and the engaging hole 8
A groove 14 is formed along the hole wall in a predetermined range in the circumferential direction, and an arch spring 13c made of spring steel or the like having an arcuate cross section is fitted in the groove 14 and the spring top thereof is engaged. Hole 8
It is provided so as to slightly project from the hole wall of the toward the center of the hole.
The arrangement range of the arch spring 13c is not the entire circumference of the hole wall but a part in the circumferential direction, that is, the tunnel circumferential direction abutment surface 12 side of the segment 1 (however, as shown in the drawing, the front surface slightly extended to both sides from the front surface). It is provided in a U-shaped range, and is not provided on the opposite side of the abutting surface 12 (that is, the bottom surface 6b side of the recess 6).

【0023】前記のアーチばね方式にあっては、雌金具
7の係合孔8内に挿入した雄金具4の先端係合部4aの
周面は、当該係合孔8内において、アーチばね13cの
先端部によって凹部6の底面6b側に押され、結果、セ
グメント1のトンネル円周方向突き合わせ面12は適度
な締結力で接合され継手部にガタや目開きが生じない。
In the above-mentioned arch spring system, the peripheral surface of the tip engaging portion 4a of the male fitting 4 inserted into the engaging hole 8 of the female fitting 7 has the arch spring 13c inside the engaging hole 8. Is pushed to the bottom surface 6b side of the recess 6 by the tip end of the concave portion 6 and, as a result, the tunnel circumferential direction butting surface 12 of the segment 1 is joined with an appropriate fastening force, and rattling or opening does not occur in the joint portion.

【0024】梁形状ばね方式では、図8(A)〜
(D)に示すように所定太さ、所定長さで、かつ所定断
面形状の鋼棒(図ではΦ9の丸鋼)の両端部を若干立ち
上げるように曲げて略U字形の梁形状ばね13dが構成
される。この梁形状ばね13dの両立ち上がり部37が
所定の厚み(t)を有する雌金具7の係合孔8における
雄金具の反挿入側の両側縁に溶接38で固着され、中間
水平部39は、ばね付勢部とするため係合孔8の下縁に
対し非溶接としてあり、かつ中間水平部39の周囲の一
部が係合孔8の孔壁面から少し孔内に突出位置するよう
に設けてある。
In the beam-shaped spring method, as shown in FIG.
As shown in (D), a steel rod (a round steel of Φ9 in the figure) having a predetermined thickness and length and a predetermined cross-sectional shape is bent so that both ends are slightly raised, and a substantially U-shaped beam-shaped spring 13d is formed. Is configured. Both rising portions 37 of the beam-shaped spring 13d are fixed by welding 38 to both side edges of the female fitting 7 having a predetermined thickness (t) on opposite sides of the male fitting in the engaging holes 8 of the female fitting 7, and the intermediate horizontal portion 39 is The spring biasing portion is not welded to the lower edge of the engaging hole 8 and is provided such that a part of the periphery of the intermediate horizontal portion 39 slightly projects from the hole wall surface of the engaging hole 8 into the hole. There is.

【0025】前記の梁形状ばね方式では、雄金具4の先
端係合部4aが、鋼棒製の梁形状ばね13dの係合孔8
内に少し突出位置する中間水平部39を、その係合孔8
から押し出すようにして当該係合孔8内に進入するが、
このとき雄金具4の先端係合部4aは梁形状ばね13d
の強力な弾性ばね反力を受けて凹部6の底面6b側に押
され、結果、前記の各ばね方式と同様にセグメント1の
トンネル円周方向に突き合わせる端面3,5同士は、鋼
棒製の梁形状ばね13dの強力な弾発力による締結力で
接合され、継手部にガタや目開きが生じない。
In the above-mentioned beam-shaped spring system, the front end engaging portion 4a of the male fitting 4 has the engaging hole 8 of the beam-shaped spring 13d made of steel rod.
The intermediate horizontal portion 39, which is slightly projecting inside, is provided with the engaging hole 8
It enters into the engagement hole 8 by pushing it out from
At this time, the tip end engaging portion 4a of the male fitting 4 has a beam-shaped spring 13d.
Is pushed to the bottom surface 6b side of the recess 6 by the reaction force of the strong elastic spring of, and as a result, the end faces 3 and 5 which are abutted in the tunnel circumferential direction of the segment 1 are made of steel rods as in the above spring systems. The beam-shaped spring 13d is joined by the fastening force due to the strong elastic force, so that the joint portion does not rattle or open.

【0026】図9〜図11はシールばね13bからなる
可撓性ばね13を用いた継手構造において、トンネル円
周方向に相隣るセグメント1の端面3,5を接合する手
順を示す。図9の状態から図10に示すように雄金具4
を凹部6に嵌合し、次に図11に示すように相対するセ
グメント1をトンネル軸方向に移動し、雄金具4の係合
先端部4aを雌金具7の係合孔8に挿入し、このとき、
シールばね13bが雄金具4の係合先端部4aを凹部6
の底面6b方向に付勢して、両セグメント1の突き合わ
せ面12を締結できる。
9 to 11 show a procedure for joining the end faces 3 and 5 of the segments 1 adjacent to each other in the tunnel circumferential direction in the joint structure using the flexible spring 13 composed of the seal spring 13b. From the state of FIG. 9 to the male fitting 4 as shown in FIG.
Are fitted in the recesses 6, then the opposing segments 1 are moved in the tunnel axis direction as shown in FIG. 11, and the engaging tips 4a of the male fittings 4 are inserted into the engaging holes 8 of the female fittings 7, At this time,
The seal spring 13b causes the engaging tip portion 4a of the male fitting 4 to be recessed 6
The butting surfaces 12 of both segments 1 can be fastened by urging the bottom surface 6b of the two.

【0027】図12(A),(B),(C),(D)は
各種可撓性ばね13と、雄金具4の係合先端部4aとの
弾性接触部を拡大図示し、図(A)は材料断面伸縮性ば
ね13aの例を示す。図(B)は雌金具7の係合孔8の
周縁に形成した段状凹部16にシールばね13bを装着
した例を示し、図(C)は前述のシールばね13bの例
を示し、図(D)は前述のアーチばね13cを示す。
12 (A), (B), (C), and (D) are enlarged views of the elastic contact portions between the various flexible springs 13 and the engaging tips 4a of the male fittings 4, and FIG. A) shows an example of the material section elastic spring 13a. FIG. 7B shows an example in which the seal spring 13b is attached to the stepped recess 16 formed in the peripheral edge of the engagement hole 8 of the female fitting 7, and FIG. 9C shows an example of the aforementioned seal spring 13b. D) shows the above-mentioned arch spring 13c.

【0028】図15、図16はキーセグメント17と、
それと円周方向の左右に結合するBセグメント18,1
9との継手構造を示す。キーセグメント17は、図示の
ように切羽側が拡径した円周方向の断面が略台形であっ
て、その両傾斜端面20に、先端係合部4aを坑口側に
向けてある雄金具4が突設してある。また、両側のBセ
グメント18,19の各傾斜端面21にはトンネル軸方
向に平行な底面6bを有する断面が3角形状の凹部6が
設けられていて、平鋼板からなり、係合孔8を有する雌
金具7が、その凹部6をトンネル軸方向に仕切るように
Bセグメント18,19中に埋設されている。雌金具7
の背面(雄金具4を挿入する方向と反対側の面)には、
既述と同じ構成の補強板11およびアンカー筋9が埋設
されている。
15 and 16 show a key segment 17 and
B segment 18,1 that is connected to it and left and right in the circumferential direction
The joint structure with 9 is shown. As shown in the figure, the key segment 17 has a substantially trapezoidal cross section in the circumferential direction in which the face side is expanded, and the male fittings 4 with the tip engaging portions 4a facing the wellhead side project from both inclined end surfaces 20 thereof. It is set up. Further, each of the inclined end faces 21 of the B segments 18 and 19 on both sides is provided with a concave portion 6 having a triangular cross section having a bottom surface 6b parallel to the tunnel axis direction, and is made of a flat steel plate and has an engagement hole 8. The female metal fitting 7 included therein is embedded in the B segments 18 and 19 so as to partition the concave portion 6 in the tunnel axial direction. Female metal fitting 7
On the rear surface (the surface opposite to the direction in which the male fitting 4 is inserted)
The reinforcing plate 11 and the anchor streak 9 having the same configuration as described above are embedded.

【0029】したがって、1つのセグメントリング2を
構築する最終工程において、図15のように切羽側が拡
径したV形の空間22を介して、円周方向に隣合うBセ
グメント18,19の間の前記空間22に、キーセグメ
ント17を切羽側から坑口側へ向けてトンネル軸方向に
押し込む。それにより、キーセグメント17の雄金具4
の係合先端部4aが凹部6内をトンネル軸方向に移動
し、雌金具7の係合孔8に係合して、キーセグメント1
7と両隣りのBセグメント18,19を接合できる。ま
た、このとき可撓性ばね13が、雌金具7の係合孔8に
係合した雄金具4の係合先端部4aを凹部6の底面6b
側に押圧することで、キーセグメント17とBセグメン
ト18,19のトンネル円周方向の突き合わせの傾斜端
面20,21を適度の締結力をもって接合できる。な
お、キーセグメント17とBセグメント18,19に設
ける雄金具4と雌金具7は、図示と逆の配置関係に設け
てもよい。なお、図15、図16において、可撓性ばね
13は、前記シールばね13bを使用した場合である
が、前記他の実施例のばねを用いても同様な効果を得る
ことは言うまでもない。
Therefore, in the final step of constructing one segment ring 2, as shown in FIG. 15, between the B segments 18 and 19 which are circumferentially adjacent to each other via the V-shaped space 22 having the enlarged diameter on the face side. The key segment 17 is pushed into the space 22 in the tunnel axial direction from the face side toward the wellhead side. Thereby, the male fitting 4 of the key segment 17
The engaging tip portion 4a of the key segment 1 moves in the recess 6 in the axial direction of the tunnel, engages with the engaging hole 8 of the female metal fitting 7, and the key segment 1
7 and the B segments 18 and 19 on both sides can be joined. Further, at this time, the flexible spring 13 causes the engaging tip portion 4a of the male fitting 4 engaged with the engaging hole 8 of the female fitting 7 to move to the bottom surface 6b of the recess 6.
By pressing it to the side, the inclined end faces 20 and 21 of the key segment 17 and the B segments 18 and 19 that are butted in the tunnel circumferential direction can be joined with an appropriate fastening force. The male fitting 4 and the female fitting 7 provided on the key segment 17 and the B segments 18 and 19 may be provided in an arrangement relationship opposite to that shown in the drawing. 15 and 16, the flexible spring 13 is the case where the seal spring 13b is used, but it goes without saying that the same effect can be obtained by using the spring of the other embodiment.

【0030】セグメントリング2同士の間、つまりセグ
メント1のトンネル軸方向の接合は、図17に示すよう
にセグメント1のトンネル軸方向坑口側の側面23に設
けた複数の係合ピン24と、トンネル軸方向切羽側の側
面23aに設けた複数のチャック25との係合により行
われる。
As shown in FIG. 17, the segment rings 2 are joined to each other in the tunnel axial direction by a plurality of engaging pins 24 provided on the side surface 23 on the tunnel axial direction wellhead side of the segment 1 and the tunnel. It is performed by engaging with a plurality of chucks 25 provided on the side face 23a on the axial face side.

【0031】チャック25の詳細は図18に示されてい
る。同図において、補強板33の端部内面に断面有底筒
状のキャップ34の円周壁35の先端面が溶接されてお
り、円周壁35の先端内面に係合凹部36が形成されて
いて、補強板33に開設のピン挿通孔26と中心線を一
致させた二重載置のリング状のばね鋼板からなる逆止バ
ネ27の周縁部が補強板33の内面で、かつピン挿通孔
26の周縁部に配置されている。リング状の逆止バネ2
7は、そのリング孔28の周辺部に多数の切目29を入
れることで先端が孔中心方向に傾斜したバネ片30を円
周方向に多数刻設して構成される。また、上下の逆止バ
ネ27の周縁部の間にはスペーサ31を介して上下に重
なるバネ片30の間に間隙を形成することで、上下の各
バネ片30のバネ作用を十分に発揮させる構成としてい
る。さらに、キャップ34の円周壁35の内面に形成さ
れた係合凹部36の上部段面に環状板からなるリテーナ
ー32が係止されていて、このリテーナー32で上側の
逆止バネ27を押さえることで、各逆止バネ27をキャ
ップ34の開口部に固定している。
Details of the chuck 25 are shown in FIG. In the figure, the tip surface of the circumferential wall 35 of the cap 34 having a bottomed tubular shape is welded to the inner surface of the end portion of the reinforcing plate 33, and the engaging recessed portion 36 is formed on the inner surface of the tip of the circumferential wall 35. The peripheral portion of the check spring 27, which is a double-placed ring-shaped spring steel plate whose center line is aligned with the pin insertion hole 26 formed in the reinforcing plate 33, is the inner surface of the reinforcing plate 33 and the pin insertion hole 26 It is arranged at the peripheral portion. Ring-shaped check spring 2
7 has a large number of cuts 29 formed in the periphery of the ring hole 28, and is formed by engraving a large number of spring pieces 30 in the circumferential direction, the ends of which are inclined toward the center of the hole. Further, by forming a gap between the peripheral edge portions of the upper and lower check springs 27 between the upper and lower spring pieces 30 via the spacer 31, the spring action of each of the upper and lower spring pieces 30 can be sufficiently exerted. It is configured. Further, the retainer 32 made of an annular plate is locked to the upper step surface of the engaging recess 36 formed on the inner surface of the circumferential wall 35 of the cap 34, and the retainer 32 presses the upper check spring 27. The check springs 27 are fixed to the openings of the cap 34.

【0032】したがって、トンネル内壁を構築するに際
し、既設のセグメントリングに向けて、新規(設)のセ
グメント1のトンネル軸方向切羽側の側面23aをジャ
ッキで坑口方向に押して接合するに際し、当該新設セグ
メント1の坑口側の側面23から突出する係合ピン24
が、既設セグメント1の切羽側の側面のチャック25に
挿入される。このとき、逆止バネ27の各バネ片30の
先端が係合ピン24の全周に強く噛み付くので、その後
は、この係合ピン24はチャック25から抜け出さな
い。係合ピン24の外周を粗面にし、または段部等を設
けておけばこれに逆止バネ27が係合してその抜け出し
防止はより完璧となる。なお、本発明において、係合ピ
ン24とチャック25の構造は図示のものに限らず、係
合ピン24が雄金具、チャック25が雌金具の関係にあ
れば各種の変更例を実施して構わない。
Therefore, in constructing the inner wall of the tunnel, when the side face 23a of the new (provided) segment 1 on the tunnel face in the axial direction of the tunnel is pushed by the jack toward the existing segment ring, the new segment is connected. Engaging pin 24 projecting from the side face 23 of the No. 1 pit side
Is inserted into the chuck 25 on the side face of the existing segment 1 on the face side. At this time, the tip of each spring piece 30 of the check spring 27 is strongly engaged with the entire circumference of the engagement pin 24, and thereafter the engagement pin 24 does not slip out of the chuck 25. If the outer circumference of the engaging pin 24 is roughened or if a step portion or the like is provided, the check spring 27 engages with this to prevent the slip-out from being more perfect. In the present invention, the structures of the engagement pin 24 and the chuck 25 are not limited to those shown in the drawings, and various modifications may be made as long as the engagement pin 24 has a male fitting and the chuck 25 has a female fitting. Absent.

【0033】前記の実施形態では、セグメント1におけ
る一方の突き合わせ端面3に2組の雄金具4を、その係
合先端部4aを坑口側に向けて設け、他方の突き合わせ
端面5に2組の雌金具7を設けた例を示したが、前記雄
雌金具4,7の突き合わせ端面3,5に設ける配置には
種々のバリエイション(変形例)が考えられる。
In the above embodiment, two sets of male fittings 4 are provided on one of the butting end faces 3 of the segment 1 with the engaging tips 4a thereof facing the wellhead side, and two sets of female fittings are provided at the other butting end face 5. Although the example in which the metal fitting 7 is provided is shown, various variations (modifications) can be considered in the arrangement provided in the abutting end surfaces 3, 5 of the male and female metal fittings 4, 7.

【0034】例えば、図19、図20示すようにセグメ
ント1の両端部の突き合わせ端面3,5にそれぞれ雄金
具4と雌金具7を設け、かつ両側の突き合わせ端面3,
5でそれぞれ雄金具の係合先端部4aを坑口側と切羽側
に向きを変えて設け、これに対応してセグメント1の両
端部の突き合わせ端面3,5にも前記雄金具4の係合先
端部4aが係合する雌金具7を設けている。
For example, as shown in FIGS. 19 and 20, male fittings 4 and female fittings 7 are provided on the abutting end faces 3 and 5 at both ends of the segment 1, and the abutting end faces 3 and 3 on both sides are provided.
5, the engaging tip portions 4a of the male fittings are provided so as to be turned toward the wellhead side and the face side, and correspondingly, the engaging tip ends 3 and 5 of the both ends of the segment 1 are also engaged tip ends of the male fitting 4 described above. A female metal fitting 7 with which the portion 4a is engaged is provided.

【0035】したがって、図19の例では新設のセグメ
ント1を図示左から右に移動し、さらに坑口側に移動さ
せることにより新設のセグメント1の雌金具7と雄金具
4を既設のセグメント1の雄金具4と雌金具7にそれぞ
れ係合できる。図20の例では図19と逆に、新設のセ
グメントを図示右から左に移動し、さらに坑口側に移動
させることにより新設のセグメント1の雌金具7と雄金
具4を既設のセグメント1の雄金具4と雌金具7にそれ
ぞれ係合できる。
Therefore, in the example of FIG. 19, the newly installed segment 1 is moved from the left to the right in the figure, and is further moved to the wellhead side so that the female fitting 7 and the male fitting 4 of the newly installed segment 1 are connected to the male fitting of the existing segment 1. The metal fitting 4 and the female metal fitting 7 can be engaged with each other. In the example of FIG. 20, contrary to FIG. 19, by moving the new segment from the right to the left in the figure and further moving it toward the wellhead side, the female fitting 7 and the male fitting 4 of the new segment 1 are connected to the male fitting of the existing segment 1. The metal fitting 4 and the female metal fitting 7 can be engaged with each other.

【0036】その他にも、セグメント1の一方の突き合
わせ端面3に雄金具4の係合先端部4aを切羽側に向け
設け、他方の突き合わせ端面5にその雄金具4の係合す
る雌金具7を設け、新設のセグメント1の雌金具7を左
から右又は、右から左に移動し、さらに坑口側に移動さ
せることで既設のセグメント1の雌金具7に係合させる
ように構成することもできる(但し、図示省略する)。
In addition, the engaging tip portion 4a of the male fitting 4 is provided on one of the abutting end surfaces 3 of the segment 1 toward the face of the face, and the other abutting end surface 5 is provided with a female fitting 7 with which the male fitting 4 engages. The female fitting 7 of the newly installed segment 1 may be configured to be engaged with the female fitting 7 of the existing segment 1 by moving the female fitting 7 of the newly installed segment 1 from left to right or from right to left, and further moving to the wellhead side. (However, illustration is omitted).

【0037】なお、雄金具4の係合先端部4aは図示例
では稜線部を面取りしたテーパ状であるが、軸部材をそ
の軸線に対し直角に切断した形状でもよく、その係合機
能において変わりはない。
Although the engaging tip portion 4a of the male fitting 4 has a tapered shape in which the ridge line portion is chamfered in the illustrated example, it may have a shape in which the shaft member is cut at a right angle to the axis line, and its engaging function is changed. There is no.

【0038】さらに、雄金具4の脚部は十分コンクリー
ト中に埋設されているか、または、適度の長さ埋込まれ
ており、かつ脚部に膨大部を設けるか、あるいは、図示
のようにアンカー筋9が溶接などで固着されている。さ
らに、雄金具4は鋼材を切削加工や鋳造で成形し、また
は、それと鉄筋等棒鋼との溶接により製作するか、ある
いは、鋳造で一体的に成形することができる。同様に、
雌金具7は、本実施例に示すような鋼板を切断、孔あ
け、溶接等により製作するほか、アンカー筋9を含め一
体的に鋳造しても同様の機能が奏される。
Further, the legs of the male fitting 4 are sufficiently buried in concrete, or are buried in a proper length, and the leg portions are provided with an enlarged portion, or, as shown in the figure, anchors. The muscle 9 is fixed by welding or the like. Further, the male fitting 4 can be formed by cutting or casting a steel material, or by welding it with a steel bar such as a reinforcing bar, or can be integrally formed by casting. Similarly,
The female metal member 7 can be produced by cutting, punching, welding, etc. a steel plate as shown in the present embodiment, or can be integrally cast including the anchor bar 9 to achieve the same function.

【0039】[0039]

【発明の効果】本発明によると次の効果がある。 雄雌金具がお互いに係合し、かつ部材同士やセグメ
ント同士が突き合わせ端面で接合すると共に、さらに可
撓性ばねにより、その突き合わせ面同士を締め付けるこ
とができる。 部材同士やセグメント同士を目開きと目違いが生じ
ないように接合する継手金具が、当該部材やセグメント
リング内面に露出しないので、その防食処理が必要とな
らない。また、継手金具が凹部に嵌るので従来のボルト
ボックスの孔埋めも必要とならず、また二次覆工も不要
にできる。 ボルトボックス等の欠損部が部材やセグメントリン
グ内面に無いので、平滑性が確保され、下水道等のトン
ネルにあっては、要求される粗度係数を十分に確保でき
る。 部材やセグメントのトンネル軸方向の接合をチャッ
ク・ピン方式等のボルトレスタイプとすればその組立作
業を効率よく行えるので経済性にすぐれる。
The present invention has the following effects. The male and female metal fittings are engaged with each other, the members and the segments are joined together at the abutting end faces, and the abutting faces can be tightened by the flexible spring. Since the joint fitting for joining the members or the segments with each other so as not to cause a difference between the openings is not exposed on the inner surface of the member or the segment ring, the anticorrosion treatment is not required. In addition, since the joint fitting fits in the recess, it is not necessary to fill the holes in the conventional bolt box, and the secondary lining can be omitted. Since there is no defective portion such as a bolt box on the inner surface of the member or the segment ring, smoothness is ensured, and a required roughness coefficient can be sufficiently ensured in a tunnel such as sewer. If the members and segments are joined in the tunnel axial direction by a boltless type such as a chuck / pin type, the assembling work can be performed efficiently, which is highly economical.

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

【図1】本発明の実施形態に係るセグメントリングの端
面図で、中心線から左側は切羽側を示し、右側は坑口側
を示す図である。
FIG. 1 is an end view of a segment ring according to an embodiment of the present invention, in which a left side from a center line indicates a face of a face and a right side indicates a wellhead side.

【図2】セグメント単体の縦断面図である。FIG. 2 is a vertical sectional view of a single segment.

【図3】セグメントの坑口側の破断正面図であるFIG. 3 is a cutaway front view of a wellhead side of a segment.

【図4】図(A)は図2のセグメントの内面図、図
(B)は同図(A)の左側端面図、図(C)は同図
(A)の右側端面図である。
4A is an inside view of the segment of FIG. 2, FIG. 4B is a left end view of FIG. 4A, and FIG. 4C is a right end view of FIG.

【図5】図(A),(B)は第1例に係る雄雌金具の係
合関係を示す互いに90°異なる角度での断面図であ
る。
5A and 5B are cross-sectional views showing the engagement relationship of the male and female metal fittings according to the first example at angles different from each other by 90 °.

【図6】図(A),(B)は第2例に係る雄雌金具の係
合関係を示す互いに90°異なる角度での断面図であ
る。
6A and 6B are cross-sectional views showing the engagement relationship of the male and female metal fittings according to the second example at angles different from each other by 90 °.

【図7】図(A),(B)は第3例に係る雄雌金具の係
合関係を示す互いに90°異なる角度での断面図であ
る。
7A and 7B are cross-sectional views showing the engagement relationship of the male and female metal fittings according to the third example, taken at angles different from each other by 90 °.

【図8】図(A),(B)は第4例に係る雄雌金具の係
合関係を示す互いに90°異なる角度での断面図、
(C)は同(B)の平面図、(D)は梁形状ばねの斜視
図である。
8A and 8B are cross-sectional views showing the engagement relationship of the male and female metal fittings according to the fourth example at angles different from each other by 90 °;
(C) is a plan view of the same (B), and (D) is a perspective view of a beam-shaped spring.

【図9】第2例に係る雄雌金具を用いてセグメントをト
ンネル円周方向に接合する際の第1工程を示す断面図で
ある。
FIG. 9 is a cross-sectional view showing a first step in joining the segments in the tunnel circumferential direction using the male and female metal fittings according to the second example.

【図10】図9に続く第2工程を示す断面図である。10 is a sectional view showing a second step following FIG. 9. FIG.

【図11】図10に続く第3工程を示す断面図である。11 is a sectional view showing a third step following FIG. 10. FIG.

【図12】第1例〜第4例に係る可撓性ばねを備えた雌
金具とこれに係合する雄金具との係合関係を示す拡大断
面図である。
FIG. 12 is an enlarged cross-sectional view showing an engagement relationship between a female metal fitting provided with the flexible spring according to the first to fourth examples and a male metal fitting engaged with the female metal fitting.

【図13】図5(B)の拡大横断面図である。13 is an enlarged cross-sectional view of FIG. 5 (B).

【図14】図5(B)の拡大横断面図である。14 is an enlarged cross-sectional view of FIG. 5 (B).

【図15】キーセグメントとその両側のA,Bセグメン
トの係合関係を示す拡大断面図である。
FIG. 15 is an enlarged sectional view showing an engagement relationship between a key segment and A and B segments on both sides thereof.

【図16】図15における雄雌金具の係合関係を示す拡
大部分図である。
16 is an enlarged partial view showing the engagement relationship between the male and female metal fittings in FIG.

【図17】係合ピンとチャックを介してトンネル軸方向
に接合する2つのセグメントの内面図である。
FIG. 17 is an inner view of two segments joined in the axial direction of the tunnel through the engagement pin and the chuck.

【図18】図17の(A)部拡大断面図として係合ピン
がチャックに係合した状態を示す図である。
18 is an enlarged cross-sectional view of the portion (A) of FIG. 17, showing a state in which the engagement pin engages with the chuck.

【図19】セグメントに設ける雄雌金具の他の配置例と
その係合態様を示す説明図である。
FIG. 19 is an explanatory view showing another arrangement example of the male and female metal fittings provided in the segment and an engagement mode thereof.

【図20】セグメントに設ける雄雌金具のさらに他の配
置例とその係合態様を示す説明図である。
FIG. 20 is an explanatory view showing still another arrangement example of the male and female metal fittings provided in the segment and an engagement mode thereof.

【符号の説明】[Explanation of symbols]

1 セグメント 2 セグメントリング 3 一端面 4 雄金具 4a 係合先端部 5 他端面 6 凹部 6a 先端凹部 7 雌金具 8 係合孔 9 アンカー筋 10 一側面 11 補強板 12 突き合わせ面 13 可撓性ばね 14 凹溝 15 ボルト 16 段状凹部 17 キーセグメント 18 Aセグメント 19 Bセグメント 20 傾斜端面 21 傾斜端面 22 空間 23 坑口側の側面 23a 切羽側の側面 24 係合ピン 25 チャック 26 ピン挿通孔 27 逆止バネ 28 リング孔 29 切目 30 バネ片 31 スペーサ 32 リテーナー 33 補強板 34 キャップ 35 円周壁 36 係合凹部 37 立上り部 38 溶接 39 中間水平部 1 segment 2 segment ring 3 one side 4 male fittings 4a Engagement tip 5 other end surface 6 recess 6a Tip recess 7 female hardware 8 engagement holes 9 Anchor muscle 10 One side 11 Reinforcement plate 12 Butt faces 13 Flexible spring 14 groove 15 volts 16 stepped recess 17 key segments 18 A segment 19 B segment 20 inclined end face 21 inclined end face 22 space 23 Side of pit side 23a Side of face 24 Engagement pin 25 chuck 26 pin insertion hole 27 Check spring 28 Ring hole 29 cuts 30 spring pieces 31 Spacer 32 retainer 33 Reinforcement plate 34 cap 35 Circumferential wall 36 Engagement recess 37 Rise 38 welding 39 Middle horizontal part

───────────────────────────────────────────────────── フロントページの続き (72)発明者 木戸 義和 東京都新宿区津久戸町2番1号 株式会社 熊谷組東京本社内 (72)発明者 田代 ▲のぼる▼ 東京都新宿区津久戸町2番1号 株式会社 熊谷組東京本社内 (72)発明者 村田 均 東京都新宿区津久戸町2番1号 株式会社 熊谷組東京本社内   ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Yoshikazu Kido             No. 2 Tsukutocho, Shinjuku-ku, Tokyo Co., Ltd.             Kumagai Gumi Tokyo Head Office (72) Inventor Tashiro ▲ Climbing ▼             No. 2 Tsukutocho, Shinjuku-ku, Tokyo Co., Ltd.             Kumagai Gumi Tokyo Head Office (72) Inventor Hitoshi Murata             No. 2 Tsukutocho, Shinjuku-ku, Tokyo Co., Ltd.             Kumagai Gumi Tokyo Head Office

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 所定の肉厚を有し、トンネル内壁を構成
する部材の端面同士を突き合わせて接合する雄雌金具に
よる継手構造であって、前記部材のトンネル円周方向の
突き合わせ面にフック形状の雄金具と、相対する部材の
雄金具が嵌る凹部のいずれか一方又は両方を設け、か
つ、この凹部内に前記部材をトンネル軸方向に移動する
ことにより前記雄金具の係合先端部が係合する係合孔を
有する雌金具を埋設し、前記雌金具には、前記係合孔に
挿入した前記雄金具の係合先端部を前記凹部の底に引き
寄せることで前記突き合わせ面を締付ける可撓性ばねを
設けた構成を特徴とする雄雌金具による継手構造。
1. A joint structure having male and female metal fittings having a predetermined wall thickness and abutting and joining end faces of a member forming an inner wall of a tunnel, wherein a hook shape is formed on an abutting face of the member in a tunnel circumferential direction. Either one or both of the male metal fitting and the concave portion in which the male metal fitting of the opposite member fits are provided, and the engaging tip end portion of the male metal fitting is engaged by moving the member in the tunnel axial direction in the concave metal fitting. A female metal fitting having a mating engaging hole is buried, and the female metal fitting is flexible to tighten the abutting surface by pulling the engaging tip end of the male metal fitting inserted into the engaging hole to the bottom of the recess. A joint structure consisting of male and female metal fittings, which is characterized by the construction of a flexible spring.
【請求項2】 所定の肉厚を有し、トンネル内壁を構成
する部材の端面同士をトンネル軸線に対して傾斜する突
き合わせ面を介して接合する雄雌金具による継手構造で
あって、前記部材のトンネル円周方向の傾斜する突き合
わせ面にフック形状の雄金具と、相対する部材の雄金具
の嵌る凹部のいずれか一方又は両方を設け、この凹部内
に前記部材をトンネル軸方向に移動することにより前記
雄金具の係合先端部が係合する係合孔を有する雌金具を
埋設し、前記雌金具には、前記係合孔に挿入した前記雄
金具の係合先端部を前記凹部の側面に引き寄せることで
前記突き合わせ面を締付ける可撓性ばねを設けた構成を
特徴とする雄雌金具による継手構造。
2. A joint structure using a male and female metal fitting, which has a predetermined wall thickness and joins end faces of members constituting the inner wall of the tunnel to each other via a butting surface inclined with respect to the tunnel axis. By providing one or both of a hook-shaped male fitting and a concave portion into which the male fitting of the opposing member fits on the inclined butting surface in the tunnel circumferential direction, by moving the member in the concave portion in the axial direction of the tunnel. A female fitting having an engaging hole with which the engaging tip of the male fitting is engaged is embedded, and the engaging tip of the male fitting inserted into the engaging hole is provided on the side surface of the recess in the female fitting. A joint structure using male and female metal fittings, characterized in that a flexible spring for tightening the abutting surfaces by pulling the spring is provided.
【請求項3】 所定の肉厚を有するセグメントの端面同
士を雄雌金具による継手構造を用いて突き合わせて接合
するセグメントであって、前記セグメントのトンネル円
周方向の突き合わせ面にフック形状の雄金具と、相対す
るセグメントの雄金具の嵌る凹部のいずれか一方又は両
方を設け、かつ、この凹部内に前記セグメントをトンネ
ル軸方向に移動することにより前記雄金具の係合先端部
が係合する係合孔を有する雌金具を埋設し、前記雌金具
には、前記係合孔に挿入した前記雄金具の係合先端部を
前記凹部の底に引き寄せることで前記突き合わせ面を締
付ける可撓性ばねを設けた構成を特徴とするセグメン
ト。
3. A segment in which end faces of a segment having a predetermined wall thickness are butted and joined to each other by using a joint structure of male and female metal fittings, and a hook-shaped male metal fitting is provided on an abutting surface of the segment in a tunnel circumferential direction. And either or both of the recesses in which the male fittings of the opposing segments are fitted, and by engaging the engaging tip portions of the male fittings by moving the segments in the recesses in the tunnel axis direction. A female metal fitting having a fitting hole is embedded, and in the female metal fitting, a flexible spring for tightening the abutting surface by pulling the engaging tip portion of the male metal fitting inserted in the engaging hole to the bottom of the recess. A segment characterized by the structure provided.
【請求項4】 所定の肉厚を有するキーセグメントをト
ンネル軸方向に移動することでトンネルの軸線に対して
傾斜する前記キーセグメントの両突き合わせ面を、その
両側のセグメントに雄雌金具による継手構造を用いて接
合するセグメントであって、前記キーセグメントのトン
ネル軸線に対し傾斜する突き合わせ端面にフック形状の
雄金具と、相対するセグメントの雄金具の嵌る凹部のい
ずれか一方又は両方を設け、この凹部内に前記キーセグ
メントをトンネル軸方向に移動することにより前記雄金
具の係合先端部が係合する係合孔を有する雌金具を埋設
し、前記雌金具には、前記係合孔に挿入した前記雄金具
の係合先端部を前記凹部の側面に引き寄せることで前記
突き合わせ面を締付ける可撓性ばねを設けた構成を特徴
とするセグメント。
4. A joint structure in which male and female metal fittings are provided on both sides of the abutting surfaces of the key segments inclined with respect to the tunnel axis by moving a key segment having a predetermined wall thickness in the tunnel axial direction. A hook-shaped male metal fitting and a concave portion into which the male metal fitting of the opposite segment fits are provided on the abutting end surface inclined with respect to the tunnel axis of the key segment. A female fitting having an engaging hole with which the engaging tip of the male fitting is engaged by moving the key segment in the tunnel axial direction is embedded therein, and the female fitting is inserted into the engaging hole. A segment characterized in that a flexible spring is provided to tighten the abutting surface by pulling the engaging tip of the male fitting toward the side surface of the recess.
JP11061968A 1998-06-12 1999-03-09 Joint structure by male-female metal fitting and segment using the same Pending JP2000064791A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11061968A JP2000064791A (en) 1998-06-12 1999-03-09 Joint structure by male-female metal fitting and segment using the same

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP10-164653 1998-06-12
JP16465398 1998-06-12
JP11061968A JP2000064791A (en) 1998-06-12 1999-03-09 Joint structure by male-female metal fitting and segment using the same

Publications (1)

Publication Number Publication Date
JP2000064791A true JP2000064791A (en) 2000-02-29

Family

ID=26403046

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11061968A Pending JP2000064791A (en) 1998-06-12 1999-03-09 Joint structure by male-female metal fitting and segment using the same

Country Status (1)

Country Link
JP (1) JP2000064791A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005002706A (en) * 2003-06-13 2005-01-06 Kumagai Gumi Co Ltd Segment fitting hardware
JP2010222811A (en) * 2009-03-23 2010-10-07 Ishikawajima Constr Materials Co Ltd Joining structure of segments and formwork for manufacturing the segments
JP2010265609A (en) * 2009-05-12 2010-11-25 Nippon Steel Corp Segment joint structure and segment using the same
JP2017008653A (en) * 2015-06-25 2017-01-12 日本ヒューム株式会社 Segment joint structure
JP2017008652A (en) * 2015-06-25 2017-01-12 日本ヒューム株式会社 Segment joint structure
JP2017122324A (en) * 2016-01-06 2017-07-13 日本ヒューム株式会社 Joint structure of segment
JP2019090299A (en) * 2017-02-27 2019-06-13 Next Innovation合同会社 Joint member, joint structure, and shield segment joint member

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005002706A (en) * 2003-06-13 2005-01-06 Kumagai Gumi Co Ltd Segment fitting hardware
JP2010222811A (en) * 2009-03-23 2010-10-07 Ishikawajima Constr Materials Co Ltd Joining structure of segments and formwork for manufacturing the segments
JP2010265609A (en) * 2009-05-12 2010-11-25 Nippon Steel Corp Segment joint structure and segment using the same
JP2017008653A (en) * 2015-06-25 2017-01-12 日本ヒューム株式会社 Segment joint structure
JP2017008652A (en) * 2015-06-25 2017-01-12 日本ヒューム株式会社 Segment joint structure
JP2017122324A (en) * 2016-01-06 2017-07-13 日本ヒューム株式会社 Joint structure of segment
JP2019090299A (en) * 2017-02-27 2019-06-13 Next Innovation合同会社 Joint member, joint structure, and shield segment joint member
JP2019090300A (en) * 2017-02-27 2019-06-13 Next Innovation合同会社 Shield segment joint member

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