JPH04117100U - tunnel segment - Google Patents
tunnel segmentInfo
- Publication number
- JPH04117100U JPH04117100U JP2108491U JP2108491U JPH04117100U JP H04117100 U JPH04117100 U JP H04117100U JP 2108491 U JP2108491 U JP 2108491U JP 2108491 U JP2108491 U JP 2108491U JP H04117100 U JPH04117100 U JP H04117100U
- Authority
- JP
- Japan
- Prior art keywords
- tunnel
- adjacent
- segment
- convex
- abutting ends
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000003780 insertion Methods 0.000 claims abstract description 3
- 230000037431 insertion Effects 0.000 claims abstract description 3
- 230000000694 effects Effects 0.000 description 3
- 230000013011 mating Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Abstract
(57)【要約】
【目的】 隣接するもの同士の連結作業を容易に行なう
ことができると共に、簡単な構造で高い強度の連結部を
備えたトンネル用セグメントを提供すること。
【構成】 トンネル周方向の両側で隣接するセグメント
本体2,2に対する突合せ端部3,4を一対設け、隣接
するセグメント本体2,2,2同士を連結するための連
結部5を、両突合せ端部夫々に設けてある。連結部5を
構成するに、両突合せ端部夫々にトンネルの周方向へ突
出する複数の凸部6を、上下複数段に配置すると共に、
上下に隣接するもの同士が横方向に位置ずれした状態で
配置してある。凸部6に隣接する凹部7に、隣接するセ
グメント本体2,2に設けた凸部6,6が嵌入した時
に、両セグメント本体2,2,2夫々の凸部6,6,6
同士を連結する連結ピン8に対する挿通用ピン孔9を、
凸部6に設けてある。
(57) [Summary] [Purpose] To provide a tunnel segment that allows easy connection of adjacent parts and has a simple structure and a high-strength connection part. [Structure] A pair of abutting ends 3, 4 are provided for adjacent segment bodies 2, 2 on both sides in the tunnel circumferential direction, and a connecting part 5 for connecting the adjacent segment bodies 2, 2, 2 is provided at both abutting ends. Each department has one. To configure the connecting portion 5, a plurality of convex portions 6 protruding in the circumferential direction of the tunnel are arranged at each of the abutting ends in a plurality of upper and lower stages, and
The vertically adjacent ones are arranged with their positions shifted in the lateral direction. When the convex parts 6, 6 provided on the adjacent segment bodies 2, 2 are fitted into the concave part 7 adjacent to the convex part 6, the convex parts 6, 6, 6 of both segment bodies 2, 2, 2, respectively.
The insertion pin hole 9 for the connecting pin 8 connecting the two,
It is provided on the convex portion 6.
Description
【0001】0001
本考案は、トンネル周方向の両側で隣接するセグメント本体に対する突合せ端 部を一対設け、隣接するセグメント本体同士を連結するための連結部を前記両突 合せ端部夫々に設けてあるトンネル用セグメントに関する。 The present invention has abutting ends against adjacent segment bodies on both sides in the circumferential direction of the tunnel. A pair of connecting portions are provided, and a connecting portion for connecting adjacent segment bodies is connected to the both ends. The present invention relates to tunnel segments provided at each mating end.
【0002】0002
従来、トンネル用セグメントでは、トンネルの周方向で隣接するセグメントに 対する突合せ端部は、端面が全巾にわたってほぼ平坦に形成してあり、また、隣 接セグメントの連結用として、その突合せ端部に設けられている連結部は、締結 用のボルト取付孔部と、ボルト及びナットを締結操作するための操作開口凹部と から成っていた。 そして、セグメント同士の連結は、両セグメントの取付孔部を重ね合わせた後 、操作開口凹部から両取付孔部にボルトを挿通すると共に、このボルトをナット と締結することにより、行なわれていた。 Traditionally, in tunnel segments, adjacent segments in the circumferential direction of the tunnel The butt end has an end surface that is substantially flat over the entire width, and For connecting the butt segments, the connections provided at the butt ends are fastened. with a bolt mounting hole for use and an operation opening recess for tightening bolts and nuts. It consisted of Then, connect the segments to each other after overlapping the mounting holes of both segments. , insert the bolt from the operation opening recess into both mounting holes, and insert the bolt into the nut. This was done by signing an agreement with
【0003】0003
しかしながら、上記従来の構成によるトンネル用セグメントでは、セグメント 同士の連結に、ボルトナットによる締結という手間がかかる作業を必要とするう え、この作業においては、通常のボルト締結作業の場合と異なって、ボルトの締 結操作を、限られたスペースの操作開口凹部内で行なわなければならず、操作が 困難で連結作業に手間と時間がかかるという欠点があった。 However, in the tunnel segment with the above conventional configuration, the segment Connecting them together requires the labor-intensive work of tightening them with bolts and nuts. However, in this work, unlike normal bolt fastening work, the bolts are tightened. The tying operation must be carried out within the operating opening recess with limited space, and the operation may be The drawback was that it was difficult and the connection work took time and effort.
【0004】 さらに、突合せ端部の平坦な端面同士を突合せた状態で、両セグメント本体を 、その周方向にボルト連結していたために、連結後、連結部に作用する土圧の全 てがボルトにせん断力として働き、その結果、ボルトの数を増やしたり、あるい はボルトの径を大きくしたりして連結部の強度を上げなければならず、このよう にした場合、連結作業が一段と手間のかかるものになるという欠点があった。ま た、たとえ、ボルトの数を増やす等したとしても、上記従来の構造では連結部に 作用する土圧の全てがボルトにせん断力として働くことに変わりはなく、向上で きる強度にも限界があった。 本考案の目的は、上記従来の欠点を解消し、セグメント本体同士の連結作業を 容易に行なうことができると共に、簡単な構造で高い強度の連結部を備えたトン ネル用セグメントを提供することを目的とする。0004 Furthermore, with the flat end faces of the butt ends butted together, connect both segment bodies. , because the bolts were connected in the circumferential direction, the entire earth pressure acting on the joint was removed after the connection. act as a shear force on the bolts, resulting in an increase in the number of bolts or In this case, it is necessary to increase the strength of the joint by increasing the diameter of the bolt. In this case, the problem is that the connection work becomes even more labor-intensive. Ma In addition, even if the number of bolts is increased, the conventional structure described above has problems with the connection part. All of the earth pressure that acts on the bolt still acts as a shearing force, so there is no improvement. There was also a limit to how strong it could be. The purpose of this invention is to eliminate the above-mentioned conventional drawbacks and to simplify the connection work between segment bodies. It is easy to carry out, and has a simple structure and high-strength joints. The purpose is to provide segments for
【0005】[0005]
上記目的を達成するために、本考案は、連結部を構成するに、両突合せ端部夫 々に、トンネルの周方向へ突出する複数の凸部を、上下複数段に配置すると共に 、上下に隣接するもの同士が横方向に位置ずれした状態で配置し、前記凸部に、 隣接する凹部に隣接するセグメント本体に設けた凸部が嵌入した時に、両セグメ ント本体夫々の凸部同士を連結する連結ピンに対する挿通用ピン孔を、前記凸部 に設けてあることを特徴とし、その作用効果は次の通りである。 In order to achieve the above object, the present invention includes two butt ends that constitute a connecting part. In each case, a plurality of convex portions protruding in the circumferential direction of the tunnel are arranged in multiple stages above and below, and , the vertically adjacent ones are arranged with their positions shifted in the lateral direction, and the convex part has a When the convex part provided on the segment body adjacent to the adjacent concave part is inserted, both segments The insertion pin hole for the connecting pin that connects the convex parts of each of the main body parts is inserted into the convex part. The function and effect are as follows.
【0006】[0006]
つまり、トンネルの周方向で両側に隣接するセグメント本体に対する突合せ端 部は、トンネルの周方向へ突出する凸部と凹部とで構成してあるから、隣接する セグメント本体同士の凹部に他方のセグメント本体の凸部を嵌入させることによ って、両セグメント本体同士を嵌合することができ、その上で凸部に設けられた ピン孔にピンを挿入すれば両者をピン連結状態にすることができる。 このように、本考案では嵌合とピンの挿通操作を行なうだけで両セグメント本 体同士を、簡単に連結することができる。 That is, the butt ends against the adjacent segment bodies on both sides in the circumferential direction of the tunnel. The part is composed of a convex part and a concave part that protrude in the circumferential direction of the tunnel. By fitting the convex part of the other segment body into the concave part of the other segment body, Therefore, both segment bodies can be fitted together, and then the By inserting a pin into the pin hole, both can be brought into a pin-connected state. In this way, with this invention, both segments can be connected simply by mating and inserting the pin. Bodies can be easily connected.
【0007】 そして、前記凸部を、突合せ端部の上下複数段に配置すると共に、上下に隣接 するもの同士が横方向に位置ずれした状態で配置してあるから、一方のセグメン ト本体の凹部に嵌入した他方のセグメント本体の凸部と、前記一方のセグメント 本体の凸部とを上下方向で隣接させることができ、その結果、連結部に作用する 土圧を、ピンのみならず凸部で支持することができるようになって従来のものよ りも連結部の強度を、簡単な構造で大きく向上させることができる。[0007] Then, the convex portions are arranged in multiple stages above and below the abutting end, and are adjacent to each other vertically. Because the segments are placed horizontally shifted from each other, one segment The protrusion of the other segment body fitted into the recess of the segment body and the one segment The convex part of the main body can be placed adjacent to the convex part in the vertical direction, and as a result, it acts on the connecting part. Earth pressure can now be supported not only by pins but also by convex parts, which is better than conventional methods. The strength of the joints can be greatly improved with a simple structure.
【0008】[0008]
従って、連結作業を容易にできると共に、簡単な構造で連結部の強度を向上さ せることができるから、作業性及び施工性が良く、かつ、連結後においても安全 性の高いトンネル用セグメントを提供することができるに至った。 Therefore, the connection work can be made easier, and the strength of the connection part can be improved with a simple structure. It is easy to work and construct, and is safe even after connection. We have now been able to provide tunnel segments with high performance.
【0009】[0009]
次に図面を参照しながら本考案の実施例を説明する。 Next, embodiments of the present invention will be described with reference to the drawings.
【0010】 図1、図2、図3に、トンネルの内周面において、トンネルの周方向に複数個 配置されたトンネル用セグメント1を示す。このトンネル用セグメント1は、ト ンネルの周方向及び軸方向で端部同士を突合せた状態でトンネル内周面の全面に わたって連結されてトンネルの内壁を構成するものである。0010 Figures 1, 2, and 3 show that on the inner peripheral surface of the tunnel, there are multiple Figure 1 shows the tunnel segment 1 in place. This tunnel segment 1 is Cover the entire inner surface of the tunnel with the ends butted against each other in the circumferential and axial directions. They are connected across the tunnel to form the inner wall of the tunnel.
【0011】 前記トンネル用セグメント1を構成するに、補強用鉄筋篭(図示せず)を埋設 した状態で、コンクリートによりセグメント本体2を、トンネルの横断面形状に 合わせて湾曲板状に形成すると共に、このセグメント本体2の周方向(この周方 向はトンネルの周方向と一致する。)両端部、つまり、隣接するトンネル用セグ メント1,1のセグメント本体2,2に対する突合せ端部3,4に、両セグメン ト本体2,2を連結するための連結部5を設けてある。[0011] A reinforcing steel cage (not shown) is buried to constitute the tunnel segment 1. In this state, use concrete to shape the segment body 2 into the cross-sectional shape of the tunnel. Together, they are formed into a curved plate shape, and in the circumferential direction of this segment body 2 (this circumferential direction). The direction coincides with the circumferential direction of the tunnel. ) both ends, i.e. segments for adjacent tunnels At the butt ends 3, 4 of the segments 1, 1 against the segment bodies 2, 2, both segments are attached. A connecting portion 5 for connecting the main bodies 2, 2 is provided.
【0012】 前記連結部5は、両突合せ端部3,4に複数の凹凸部を設けたものから成り、 セグメント本体2の周方向、つまりトンネルの周方向へ突出する凸部6を、一方 の突合せ端部3の上段に1個、下段に2個、また、他方の突合せ端部4の上段に 2個、下段に1個配設し、上下に隣接する凸部6同士が、横方向に位置ずれした 状態となるように、上段の凸部6と下段の凸部6とを1ピッチだけずらして千鳥 状に配置し、これら上下段の凸部6には、トンネルの軸方向にピン孔9を設けて ある。また、凸部6に隣接して、凹部7が形成されており、隣接するセグメント 本体2に設けられた凸部6,6をこの凹部7に嵌入できるようにしてある。0012 The connecting portion 5 is composed of a plurality of uneven portions provided on both abutting ends 3 and 4, The convex portion 6 protruding in the circumferential direction of the segment body 2, that is, in the circumferential direction of the tunnel, is One on the top of the butt end 3, two on the bottom, and on the top of the other butt end 4. Two pieces, one on the bottom, were arranged, and the vertically adjacent convex parts 6 were misaligned in the lateral direction. The upper protrusion 6 and the lower protrusion 6 are staggered by one pitch so that the The upper and lower protrusions 6 are provided with pin holes 9 in the axial direction of the tunnel. be. Further, a recess 7 is formed adjacent to the protrusion 6, and an adjacent segment The convex portions 6, 6 provided on the main body 2 can be fitted into the concave portion 7.
【0013】 前記ピン孔9は、隣接するセグメント本体2,2の凸部6,6を、凹部7に嵌 入させた後、両セグメント本体2,2,2の凸部6,6,6同士をピン連結する ために設けてある。[0013] The pin holes 9 fit the protrusions 6, 6 of the adjacent segment bodies 2, 2 into the recesses 7. After inserting, connect the convex parts 6, 6, 6 of both segment bodies 2, 2, 2 with pins. It is set up for this purpose.
【0014】 凸部6の端部は、トンネルの軸方向視でS字状に形成して、両セグメント本体 2,2同士をピン8周りに多少相対回転できるようにしてある。[0014] The ends of the convex portions 6 are formed in an S-shape when viewed in the axial direction of the tunnel, and are connected to both segment bodies. 2, 2 can be rotated somewhat relative to each other around the pin 8.
【0015】 〔別実施例〕 突合わせ端部3の上段に、凸部6と凹部7とを一個ずつ形成し、下段に、これら の凹凸部とピッチをずらせた状態で、同様に凹部7と凸部6とを一個づつ形成し てもよい。[0015] [Another example] One convex part 6 and one concave part 7 are formed in the upper part of the butt end part 3, and these parts are formed in the lower part. Similarly, one concave part 7 and one convex part 6 are formed with the pitch shifted from the concave part and the convex part 6. It's okay.
【0016】 凸部6は上下に3段以上設けてあってもよい。また、上記の実施例では上段の 凸部6と下段の凸部6とを、1ピッチだけ横方向に位置ずれさせたが、位置ずれ の程度は、この場合よりも小さくてもよい。[0016] The convex portions 6 may be provided in three or more stages vertically. In addition, in the above example, the upper row The convex portion 6 and the lower convex portion 6 were laterally displaced by one pitch, but the positional displacement may be smaller than in this case.
【0017】 尚、実用新案登録請求の範囲の項に図面との対照を便利にする為に符号を記す が、該記入により本考案は添付図面の構成に限定されるものではない。[0017] In addition, in order to facilitate comparison with the drawings, symbols are written in the scope of claims for utility model registration. However, the present invention is not limited to the configuration shown in the attached drawings.
【図1】トンネル用セグメントの連結状態を示す斜視図[Figure 1] A perspective view showing the connected state of tunnel segments
【図2】トンネル用セグメントの要部の斜視図[Figure 2] Perspective view of main parts of tunnel segment
【図3】トンネル用セグメントの連結作業を示す斜視図[Fig. 3] A perspective view showing the work of connecting tunnel segments.
2 セグメント本体 3,4 突合せ端部 5 連結部 6 凸部 8 連結ピン 9 ピン孔 2 Segment body 3,4 Butt end 5 Connecting part 6 Convex part 8 Connecting pin 9 pin hole
Claims (1)
ント本体(2),(2)に対する突合せ端部(3),(4)
を一対設け、隣接するセグメント本体(2),(2),
(2)同士を連結するための連結部(5)を、前記両突
合せ端部(3),(4)夫々に設けてあるトンネル用セグ
メントであって、前記連結部(5)を構成するに、前記
両突合せ端部(3),(4)夫々に、前記周方向へ突出す
る複数の凸部(6)を、上下複数段に配置すると共に、
上下に隣接するもの同士が横方向に位置ずれした状態で
配置し、前記凸部(6)に隣接する凹部(7)に、隣接
する前記セグメント本体(2),(2)に設けた凸部
(6),(6)が嵌入した時に、前記両セグメント本体
(2),(2),(2)夫々の凸部(6),(6),(6)同士
を連結する連結ピン(8)に対する挿通用ピン孔(9)
を、前記凸部(6)に設けてあるトンネル用セグメン
ト。[Claim 1] Abutting ends (3), (4) for adjacent segment bodies (2), (2) on both sides in the circumferential direction of the tunnel.
A pair of adjacent segment bodies (2), (2),
(2) A tunnel segment in which a connecting portion (5) for connecting the two abutting ends (3) and (4) is provided at each of the abutting ends (3) and (4); , a plurality of convex portions (6) protruding in the circumferential direction are arranged in a plurality of upper and lower stages on each of the abutting ends (3) and (4), and
A convex portion provided in the concave portion (7) adjacent to the convex portion (6) and in the adjacent segment main body (2), (2), with the vertically adjacent ones being disposed with their positions shifted in the lateral direction. (6), (6) is inserted, the connecting pin (8 ) for insertion pin hole (9)
and a tunnel segment provided on the convex portion (6).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2108491U JP2525192Y2 (en) | 1991-04-02 | 1991-04-02 | Segment for tunnel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2108491U JP2525192Y2 (en) | 1991-04-02 | 1991-04-02 | Segment for tunnel |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04117100U true JPH04117100U (en) | 1992-10-20 |
JP2525192Y2 JP2525192Y2 (en) | 1997-02-05 |
Family
ID=31906957
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2108491U Expired - Fee Related JP2525192Y2 (en) | 1991-04-02 | 1991-04-02 | Segment for tunnel |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2525192Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108915723A (en) * | 2018-07-27 | 2018-11-30 | 中铁第四勘察设计院集团有限公司 | A kind of shield tunnel chip architecture for passing through vertical fault active fault |
-
1991
- 1991-04-02 JP JP2108491U patent/JP2525192Y2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108915723A (en) * | 2018-07-27 | 2018-11-30 | 中铁第四勘察设计院集团有限公司 | A kind of shield tunnel chip architecture for passing through vertical fault active fault |
CN108915723B (en) * | 2018-07-27 | 2023-06-27 | 中铁第四勘察设计院集团有限公司 | Shield tunnel segment structure crossing vertical dislocation movable fault |
Also Published As
Publication number | Publication date |
---|---|
JP2525192Y2 (en) | 1997-02-05 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |