JP2000120392A - Angular segment for shield tunnel, and shield covering work tunnel covering work using molded form thereof and the segment - Google Patents

Angular segment for shield tunnel, and shield covering work tunnel covering work using molded form thereof and the segment

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Publication number
JP2000120392A
JP2000120392A JP10295535A JP29553598A JP2000120392A JP 2000120392 A JP2000120392 A JP 2000120392A JP 10295535 A JP10295535 A JP 10295535A JP 29553598 A JP29553598 A JP 29553598A JP 2000120392 A JP2000120392 A JP 2000120392A
Authority
JP
Japan
Prior art keywords
segment
lining
shield tunnel
segments
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.)
Granted
Application number
JP10295535A
Other languages
Japanese (ja)
Other versions
JP4000404B2 (en
Inventor
Kenji Noda
憲治 野田
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.)
HATSUZAWA TOSHIO
KOKEN IND CORP
Koken Sangyo KK
Original Assignee
HATSUZAWA TOSHIO
KOKEN IND CORP
Koken Sangyo KK
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 HATSUZAWA TOSHIO, KOKEN IND CORP, Koken Sangyo KK filed Critical HATSUZAWA TOSHIO
Priority to JP29553598A priority Critical patent/JP4000404B2/en
Publication of JP2000120392A publication Critical patent/JP2000120392A/en
Application granted granted Critical
Publication of JP4000404B2 publication Critical patent/JP4000404B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide an angular segment for shield tunnel easy in the form manufacture including forms of miscellaneous shapes, and capable of commonly using the same form for the segment forming of different diameter shield tunnel, not requiring many members for the connecting parts, low in the manufacturing cost of the segment, and easy in the automatization of covering assembly by means of segments at the time of execution of work, and to provide the shield tunnel covering using the molded form thereof and the segments. SOLUTION: Angular segments having segment bodies of nearly angular shape in section in which adjacent two faces 10a, 10b in the tunnel covering outer circumferential surface of a polygonal section are situated in the respective outer surface sides, and integrally provided with the recessed/projected fitting parts for hinge connection to the interpiece connecting end surfaces on the covering circumferential direction of the segment body are used, and the covering 1 is assembled as hinge connections in which the recessed/projected fitting parts of the interpiece connecting parts in the covering circumferential directions of respective segments 2, 3a, 3b, 4 are fitted.

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、外周面の断面が多
角形状をしたシールドトンネルの覆工に使用する角型セ
グメント及びその成形型枠並びに該セグメントによるシ
ールドトンネル覆工に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rectangular segment used for lining a shield tunnel whose outer peripheral surface has a polygonal cross section, a molding form thereof, and a shield tunnel lining using the segment.

【0002】[0002]

【従来の技術】一般に、シールドトンネルは、シールド
掘進機の後端部内で、円形断面の覆工形状を複数に分割
した円弧状セグメントを組み立て、円形リング状の覆工
を順次延長して形成し、これに反力をとってシールド掘
進機を推進させるようにしている。
2. Description of the Related Art In general, a shield tunnel is formed by assembling circular arc-shaped segments obtained by dividing a lining shape having a circular cross section into a plurality of pieces in a rear end portion of a shield machine, and sequentially extending a circular ring-shaped lining. In response to this, a shield excavator is propelled.

【0003】この種のシールドトンネルに使用されてい
る従来のセグメントは、円弧状をなし、覆工の周方向の
接合、即ちピース間接合、及び一掘進工程毎に延長され
る覆工リングのトンネル軸方向側の接合、即ちリング間
接合を、何れもボルトナットを使用した剛結合によって
いる。
The conventional segment used in this type of shield tunnel has a circular arc shape, and is a circumferential joint of the lining, that is, a piece-to-piece joint, and a tunnel of a lining ring that is extended for each excavation process. The connection on the axial side, that is, the connection between the rings is performed by a rigid connection using a bolt and a nut.

【0004】そして覆工の組み立てに際し、リング形状
を完成させるための最後に組み立てる最終挿入セグメン
トはトンネルの中心方向側から挿入が可能なように、両
端のピース間接合端面相互の角度を、内面側が拡開した
形状とした、所謂Kセグメントが使用されている。
[0004] When assembling the lining, the final insertion segment to be assembled last to complete the ring shape is designed so that the angle between the joining end faces between the pieces at both ends and the inner surface side can be inserted from the center direction side of the tunnel. A so-called K segment having an expanded shape is used.

【0005】[0005]

【発明が解決しようとする課題】このような従来のシー
ルドトンネル用のセグメントは、その製造に際し、ピー
ス間及びリング間の各接合端面を正確に枠組みした型板
にて成形し、円弧状の内周面若しくは外周面を上向きに
してコンクリートを打設し、上側の円弧状面を作業員に
より鏝仕上げするものであるため、鏝仕上げ作業に熟練
を要し、熟練作業員の確保が大変になり、作業コストが
高くなるという問題がある。
When manufacturing such a conventional shield tunnel segment, each joint end face between the pieces and the ring is formed by a template accurately framed to form an arc-shaped inner segment. Since the concrete is cast with the peripheral surface or the outer peripheral surface facing upward and the upper arcuate surface is iron-finished by the operator, skill is required for iron finishing work, and securing skilled workers becomes difficult. However, there is a problem that the working cost is increased.

【0006】また、口径の異なるシールドトンネルでは
曲率半径が異なるために、その都度、別のセグメント製
造型枠を製造する必要があるが、一般にこの種のセグメ
ントに要求される精度は、通常のコンクリート製品に比
べて極めて高くしかも円弧状であるため、その製造に多
大のコストが掛かるという問題がある。
[0006] Further, since the radius of curvature is different in shield tunnels having different diameters, it is necessary to manufacture a separate segment forming form each time. Generally, the accuracy required for this type of segment is the same as that of ordinary concrete. Since it is extremely high and arc-shaped compared to the product, there is a problem that a great cost is required for its manufacture.

【0007】更に、シールドトンネルを曲線施工する場
合には、その覆工形状に合わせてこれを分割した形状の
異型セグメントを多種類成形する必要があるが、従来の
円弧状セグメントの場合には、型枠成形の際に、曲面同
士の組合せ部分が多くなり、高度の製造技術を要するた
めに、製造コストが著しく高いものとなるという問題が
ある。
Further, when a shield tunnel is to be constructed in a curved line, it is necessary to form various types of irregularly shaped segments obtained by dividing the shield tunnel in accordance with the lining shape. When forming a mold, there is a problem that the number of combined portions between the curved surfaces increases and a high level of manufacturing technology is required, so that the manufacturing cost becomes extremely high.

【0008】更に、従来のシールドトンネルにおいて
は、リング間及びピース間の接合がボルトによる連結で
あるため、そのための金具を多く要し、組み立て時の手
作業が多く自動組み立てが困難であり、しかもアンカー
ナットやボルト挿入穴形成用のパイプなどを高精度にイ
ンサート成形する必要からもコスト高となるという問題
があった。
Further, in the conventional shield tunnel, since the joint between the rings and the pieces is connected by bolts, a lot of metal fittings are required for the connection, and manual work at the time of assembling is difficult and automatic assembling is difficult. There is also a problem that the cost is increased because it is necessary to insert-mold an anchor nut and a pipe for forming a bolt insertion hole with high precision.

【0009】本発明はこのような従来の問題に鑑み、異
型セグメント用型枠を含む型枠製造が容易で、しかも同
一型枠を口径の異なったシールドトンネルのセグメント
成形に兼用でき、更に接合部分に多くの金具を要せず、
セグメントの製造コストが低く、且つ、施工時のセグメ
ントによる覆工組み立ての自動化が容易となるシールド
トンネル用角型セグメント、その成形型枠及び該セグメ
ントを使用したシールドトンネル覆工の提供を目的とし
てなされたものである。
In view of the above-mentioned problems, the present invention makes it easy to manufacture a mold including a mold for a deformed segment, and can use the same mold for segment molding of shield tunnels having different diameters. Does not require much metal fittings,
The object of the present invention is to provide a rectangular segment for a shield tunnel, in which the manufacturing cost of the segment is low, and automation of lining assembly by the segment at the time of construction is easy, a forming form thereof, and a shield tunnel lining using the segment. It is a thing.

【0010】[0010]

【課題を解決するための手段】上述の如き従来の問題を
解決し、所期の目的を達成するための本発明に係るシー
ルドトンネル用角型セグメントの特徴は、多角形断面の
トンネル覆工外周面における互いに隣り合う2面をそれ
ぞれ外面側に有する断面が略山形形状をしたセグメント
本体を有し、該セグメント本体の覆工周方向側のピース
間接合端面にヒンジ結合用の凹凸嵌合部を一体に備えた
ことにある。
The feature of the rectangular segment for a shield tunnel according to the present invention, which solves the above-mentioned conventional problems and achieves the intended object, is that of a polygonal cross-section outer periphery of a tunnel lining. A segment body having a substantially mountain-shaped cross section having two surfaces adjacent to each other on the outer surface side of the surface, and a concave-convex fitting portion for hinge connection is provided on a joint end face between the pieces on the lining circumferential side of the segment body. I was prepared for it.

【0011】尚、ピース間接合端面に溝状の凹嵌合部を
一体に有するヒンジ結合用補強金具と、該凹嵌合部に嵌
り合う形状の凸嵌合部を一体に有するヒンジ結合用補強
金具とを埋設すること、及び、セグメント本体のトンネ
ル軸方向側のリング間接合端面に、リング間結合用の突
起及び突起嵌合孔を備えることが好ましい。
A reinforcing metal fitting for hinge connection integrally having a groove-shaped concave fitting portion on the joint end face between the pieces, and a hinge-fitting reinforcement having a convex fitting portion integrally formed with the concave fitting portion. It is preferable to embed a metal fitting and to provide a projection and a projection fitting hole for coupling between rings on the joint end face between rings on the tunnel axial direction side of the segment body.

【0012】また、本発明に係るシールドトンネル用角
型セグメント成形型枠の特徴は、多角形断面のトンネル
覆工外周面の互いに隣り合う2面をそれぞれ外面側に有
する断面が略山形形状をしたセグメント本体の覆工内面
側面を成形する底面型板と、該底面型板の両側部に立ち
上がらせ、前記セグメント本体の両側のリング間接合面
を成形する一対の側面型板と、前記底面型板の両端部上
の両側面型板間にあって、その位置を底面型板に沿って
変更可能な、ピース間接合面形成用の端面型板とを備え
たことにある。
A feature of the rectangular segment forming mold for a shield tunnel according to the present invention is that a cross section having two adjacent outer surfaces of a tunnel lining having a polygonal cross section on the outer surface side has a substantially mountain shape. A bottom template for forming the inner side surface of the lining of the segment body; a pair of side templates for standing on both sides of the bottom template to form a joint surface between the rings on both sides of the segment body; And an end face template for forming a joint surface between pieces, which is located between both side face templates on both end portions of the sheet and can be changed in position along the bottom face template.

【0013】更に、本発明に係る角型セグメントを使用
したシールドトンネル覆工の特徴は、外周面が多角形状
をなし、複数のセグメントによりリング状に組み立てら
れるシールドトンネル覆工であって、前記多角形の互い
に隣り合う2辺を一体に有し、それぞれの両端のピース
間接合面を覆工半径方向の角度に成形した複数のコンク
リート製セグメントを、互いにヒンジ結合によって組み
立てたことにある。
Further, a feature of the shield tunnel lining using the rectangular segments according to the present invention is that the outer peripheral surface has a polygonal shape and is assembled in a ring shape by a plurality of segments. A plurality of concrete segments each having two sides adjacent to each other in a rectangular shape and having joint surfaces between pieces at both ends formed at an angle in a lining radial direction are assembled by hinge connection with each other.

【0014】尚、各セグメント中の最終挿入セグメント
及び最終挿入セグメント挿入空間を、切羽側が広く坑口
側が狭いテーパー状にすることが好ましい。
It is preferable that the final insertion segment and the final insertion segment insertion space in each segment are tapered so that the face side is wide and the well side is narrow.

【0015】[0015]

【発明の実施の形態】次に本発明の実施の形態を図面に
ついて説明する。
Embodiments of the present invention will now be described with reference to the drawings.

【0016】図1、図2は、本発明を実施した多角形の
トンネル覆工を示している。この覆工1は図1に示すよ
うに、外形状が正十角形に成形され、4種類の角型セグ
メント、即ち、3個の普通型セグメント2、2個の最終
連結凹部用セグメント3a,3b及び1個の最終連結セ
グメント4よって各1リング1a,1a……がそれぞれ
組み立てられている。
1 and 2 show a polygonal tunnel lining embodying the present invention. As shown in FIG. 1, this lining 1 has an outer shape formed into a regular decagon, and has four types of square segments, that is, three ordinary segments 2 and two final connecting recess segments 3a and 3b. Each ring 1a, 1a,... Is assembled by one final connecting segment 4.

【0017】普通型セグメント2は、図3、図4に示す
ように覆工1の外周面の互いに隣り合う2平面10a,
10bを外面側に有する平板状部11a,11bを一体
に有する山形に形成されており、両平面10a,10b
の長さがそれぞれ前記覆工外面の多角形の一辺の全長を
構成する長さとなっている。
As shown in FIGS. 3 and 4, the ordinary type segment 2 has two adjacent flat surfaces 10a,
It is formed in a mountain shape integrally having flat plate-like portions 11a and 11b having an outer surface side with 10b.
Are the lengths constituting the entire length of one side of the polygon of the lining outer surface.

【0018】最終連結凹部用セグメント3aは、図5、
図6に示すように、前述のセグメント2と同様に、覆工
1の外周面の互いに隣り合う2平面10a,10bを外
面側に有する平板状部11a,11bを一体に有する山
形に形成されているものであるが、一方の平板状部11
bの長さが前記覆工外面の多角形の一辺の全長を構成す
る長さとなっているのに対し、他方の平板状部11aの
長さが前記一辺の略半分の長さとなっており、且つ該平
板状部11aは、坑口側が切羽側に比べて長くなってい
る。
The final connecting concave portion segment 3a is shown in FIG.
As shown in FIG. 6, similarly to the above-described segment 2, the outer surface of the lining 1 is formed in a mountain shape integrally having flat portions 11 a and 11 b having two adjacent flat surfaces 10 a and 10 b on the outer surface side. But one of the flat portions 11
While the length of b is a length constituting the entire length of one side of the polygon of the lining outer surface, the length of the other flat plate portion 11a is substantially half the length of the one side, The well 11a is longer on the wellhead side than on the face side.

【0019】また、他方の最終連結凹部用セグメント3
bは、図1、図2に示すように前記セグメント3aと対
象な形状に成形され、両セグメント3a,3bの間に形
成される最終連結セグメント挿入空間aは、切羽側が広
くなるようになっている。
The other segment 3 for the final connection concave portion
As shown in FIGS. 1 and 2, b is formed in a shape symmetrical to the segment 3a, and the final connecting segment insertion space a formed between the two segments 3a, 3b has a wider face. I have.

【0020】最終挿入セグメント4は、前述した空間a
内に挿入されて覆工リング1aが完成されるようになっ
ているものであり、図7、図8に示すように覆工1の外
周面の互いに隣り合う2平面10a,10bを外面側に
有する平板状部11a,11bを一体に有する山形に形
成されているものであるが、両平板状部11a,11b
の長さがそれぞれ前記覆工外面の一辺の長さの略半分の
長さとなっており、各平板状部11a,11bは切羽側
が広く成形されている。
The final insertion segment 4 is the space a
The lining ring 1a is completed by inserting the lining 1 into two flat surfaces 10a and 10b adjacent to each other on the outer peripheral surface of the lining 1 as shown in FIGS. The flat plate portions 11a and 11b are integrally formed in a chevron shape.
Are approximately half the length of one side of the outer surface of the lining, and the flat face sides of the flat portions 11a and 11b are formed widely.

【0021】各セグメント2,3a,3b,4は、それ
ぞれ山形の稜線部21の内面側は平板状のR部22が形
成されている。両端のピース間接合面23a,23b
は、それぞれ覆工1の半径方向と同じ角度に成形され、
一方のピース間接合面23aには、厚さ方向の中央に、
セグメント幅方向に向けた溝状の凹嵌合部24が形成さ
れ、他方のピース間接合面23bには、前記凹嵌合部2
4に嵌り合う形状の凸嵌合部25が一体に突設されてい
る。
Each of the segments 2, 3a, 3b, 4 has a flat R-shaped portion 22 formed on the inner surface side of the mountain-shaped ridge portion 21. Piece-to-piece joint surfaces 23a, 23b at both ends
Are formed at the same angle as the radial direction of the lining 1,
On one piece joining surface 23a, at the center in the thickness direction,
A groove-shaped concave fitting portion 24 is formed in the segment width direction, and the concave fitting portion 2 is formed on the other inter-piece joint surface 23b.
A convex fitting portion 25 having a shape that fits into the projection 4 is integrally provided.

【0022】この凹嵌合部24及び凸嵌合部25はそれ
ぞれその一部がインサート金具26,27によって構成
されている。各インサート金具26,27は図9、図1
0に示すように前面に凹嵌合部24又は凸嵌合部25が
一体成形された横材28からなり、背面にアンカー29
がT型配置に突設されている。
The concave fitting part 24 and the convex fitting part 25 are partially constituted by insert fittings 26 and 27, respectively. 9 and FIG.
As shown in FIG. 2, a cross member 28 formed integrally with a concave fitting portion 24 or a convex fitting portion 25 on the front surface, and an anchor 29 on the rear surface.
Are projected in a T-shaped arrangement.

【0023】尚、このインサート金具26,27によっ
て凹凸嵌合部全体を構成してもよく、また、アンカー2
9はそれぞれの金具に複数設けてもよい。
Incidentally, the entire concave / convex fitting portion may be constituted by the insert fittings 26 and 27.
9 may be provided in plural for each metal fitting.

【0024】各セグメントの一方のリング間接合面30
aには連結用突起31,31……が、また他方のリング
間接合面30bには前記連結用突起が嵌り合う形状の突
起嵌合孔32,32……が設けられている。これらの突
起31及び孔32は何れも金具をセグメント内に埋設し
て構成している。
One inter-ring joint surface 30 of each segment
a are provided with connecting projections 31, 31,..., and the other inter-ring joint surface 30b is provided with projection fitting holes 32, 32,. Each of these projections 31 and holes 32 is formed by embedding a metal fitting in a segment.

【0025】更に、各セグメントの前記各接合面23
a,23b,26a,26bには、互いに連続する配置
にシール材嵌め込み用の凹溝33が形成されている。
Further, the respective joining surfaces 23 of the respective segments
The grooves a, 23b, 26a, and 26b for fitting the sealing material are formed in a mutually continuous arrangement.

【0026】このように構成される各セグメントの製造
に際しては、図11、図12に示す型枠40を使用す
る。この型枠はセグメントの内面側を成形する底面型板
41と、その両側部に立ち上がらせ、セグメントリング
間接合面を形成する側面型板42,42と、底面型板4
1の両端の上面の両側面型板42,42間に設置され、
セグメントの両ピース間接合面を成形する端面型板4
3,43とから構成されている。
In manufacturing each segment configured as described above, a mold 40 shown in FIGS. 11 and 12 is used. This formwork includes a bottom template 41 for molding the inner surface side of the segment, side templates 42 and 42 standing on both sides to form a joint surface between segment rings, and a bottom template 4.
1 is installed between both side templates 42, 42 on the upper surface of both ends,
End face template 4 for forming a joint surface between both pieces of a segment
3, 43.

【0027】端面型板43,43は、取り換え使用可能
で且つ、その設置位置及び角度を変更可能に設置されて
おり、この端面型板43,43の位置を、図12中一点
鎖線で示すように底面型板41の傾斜に沿って変化させ
ることによって前述したセグメントの平板上部11a,
11bの長さが変更され、同一型枠によって直径の長さ
の異なった覆工用のセグメントを成形することができ
る。また、図12中二点鎖線で示すように長さを違えた
端面型板43aを使用して斜め配置とし、且つ位置を選
定することによって、前述した4種類のセグメント2,
3a,3b及び4を共通の型枠にて製造することができ
る。
The end face plates 43, 43 are installed so that they can be used interchangeably and their installation positions and angles can be changed. The positions of the end face templates 43, 43 are indicated by dashed lines in FIG. By changing the shape along the inclination of the bottom template 41, the flat plate upper portions 11a,
The length of 11b is changed so that the same mold can be used to form lining segments having different diameters. In addition, as shown by a two-dot chain line in FIG. 12, the end faces 43a having different lengths are used for oblique arrangement, and by selecting the positions, the above-described four types of segments 2,
3a, 3b and 4 can be manufactured in a common mold.

【0028】これらの各種セグメントを使用した覆工の
組み立ては、従来と同様の組み立て装置を使用し、図
1、図2及び図13に示すように、各セグメントのピー
ス間接合面の凹凸嵌合部24,25を嵌め合わせること
によってヒンジ結合とし、両最終連結凹部用セグメント
3a,3bを組み立てた後、最終挿入セグメント4を、
覆工外面高さ位置から覆工軸方向に移動させて両最終連
結凹部用セグメント3a,3b間の最終連結セグメント
挿入空間aに挿入することにより1リングの組み立てを
完了する。
The assembling of the lining using these various segments is performed by using the same assembling apparatus as in the prior art, and as shown in FIGS. After fitting the parts 24 and 25 together to form a hinge connection, and assembling the two segments 3a and 3b for the final connection concave portions, the final insertion segment 4 is
The ring is moved from the lining outer surface height position in the lining axis direction and inserted into the final connecting segment insertion space a between the final connecting concave portion segments 3a, 3b, thereby completing the assembly of one ring.

【0029】尚、リング1a,1a間においては、先に
組み立てたリングのピース間接合部に、後に組み立てる
リングのセグメントの稜線部が位置するように、覆工外
周の多角形の1辺ずつ位置をずらせ、両リング1a,1
a間において連結用突起31を突起嵌合孔32に挿入し
て連結する。
Incidentally, between the rings 1a, 1a, one side of the polygon of the outer periphery of the lining is positioned so that the ridge of the segment of the ring to be assembled later is located at the joint between the pieces of the previously assembled ring. The two rings 1a, 1
The connection protrusion 31 is inserted into the protrusion fitting hole 32 and connected between the portions a.

【0030】尚、本発明において各セグメントは必ずし
もその内面側のR部22は必要ではなく、また、請求項
5に記載の発明においては、図14に示すように普通型
セグメント2のみによって覆工を組み立ててもよい。
In the present invention, each segment does not necessarily need the R portion 22 on the inner surface side. In the invention according to claim 5, as shown in FIG. May be assembled.

【0031】[0031]

【発明の効果】上述したように本発明のシールドトンネ
ル用セグメントは、多角形断面のトンネル覆工外周面に
おける互いに隣り合う2面をそれぞれ外面側に有する断
面が略山形形状をしたセグメント本体を有し、該セグメ
ント本体の覆工周方向側のピース間接合端面にヒンジ結
合用の凹凸嵌合部を一体に備えた角型としたことによ
り、セグメント成形用の型枠が平面の組合せとなり、そ
の設計及び製造が容易となる。
As described above, the shield tunnel segment according to the present invention has a segment body having a substantially mountain-shaped cross section having two adjacent surfaces on the outer surface of the polygonal cross section of the tunnel lining. Then, by forming a rectangular shape integrally provided with a concave and convex fitting portion for hinge connection on the joint end face between the pieces on the lining circumferential side of the segment main body, the segment forming mold is a combination of flat surfaces, Design and manufacturing are easier.

【0032】また、シールドトンネルの曲線施工に際し
て必要な異形セグメントの設計及び製造も従来に比べて
著しく簡略化される。
In addition, the design and manufacture of the deformed segments required for the curved construction of the shield tunnel are significantly simplified as compared with the related art.

【0033】また、セグメントの成形作業に際しても、
鏝仕上げが平面のみでよく、曲面仕上げを要しないた
め、熟練を要することなく作業ができる。
Also, in the segment forming operation,
The work can be done without skill because the trowel finish only requires a flat surface and does not require a curved surface finish.

【0034】更に、ピース間接合端面に溝状の凹嵌合部
を一体に有するヒンジ結合用補強金具と、該凹嵌合部に
嵌り合う形状の凸嵌合部を一体に有するヒンジ結合用補
強金具とを埋設することによって、ヒンジ結合部の強度
が高くなり、信頼性の高い覆工を組み立てることができ
る。
Further, a hinge-fitting reinforcement fitting integrally having a groove-shaped concave fitting portion on the joint end face between the pieces, and a hinge-fitting reinforcement having a convex fitting portion integrally formed with the concave fitting portion are formed. By embedding the metal fitting, the strength of the hinge joint is increased, and a highly reliable lining can be assembled.

【0035】更に、セグメント本体のトンネル軸方向側
のリング間接合端面に、リング間結合用の突起及び突起
嵌合孔を備えてリング間の連結をなすことにより、前述
のヒンジ結合構造とすることと相俟って、連結のための
部材が少なくなり、しかもネジ止めなどの手作業が不要
となり、ロボットによる自動組み立てが容易となる。
Further, the above-mentioned hinge connection structure is provided by providing a connection between the rings by providing a protrusion for connecting the rings and a protrusion fitting hole on the joint end face between the rings on the tunnel axial direction side of the segment body. In conjunction with this, the number of members for connection is reduced, and manual work such as screwing is not required, and automatic assembly by a robot is facilitated.

【0036】また、本発明の型枠では、多角形断面のト
ンネル覆工外周面の互いに隣り合う2面をそれぞれ外面
側に有する断面が略山形形状をしたセグメント本体の覆
工内面側面を成形する底面型板と、該底面型板の両側部
に立ち上がらせ、前記セグメント本体の両側のリング間
接合面を成形する一対の側面型板と、前記底面型板の両
端部上の両側面型板間にあって、その位置を底面型板に
沿って変更可能な、ピース間接合面形成用の端面型板と
を備えたことにより、両端面型板の位置を変更するのみ
で、多種類の直径の覆工に対応させることができ、型枠
製造に要するコストを著しく削減することができる。
Further, in the formwork of the present invention, the inner side surface of the lining of the segment main body having a substantially mountain-shaped cross section having two mutually adjacent outer peripheral surfaces of the tunnel lining outer surface having a polygonal cross section is formed. A bottom template, a pair of side templates formed on both sides of the bottom template to form a joint surface between the rings on both sides of the segment body, and a pair of side templates on both ends of the bottom template. With the end face template for forming the joint surface between pieces, the position of which can be changed along the bottom face template, the cover of various diameters can be formed only by changing the position of the end face template. Therefore, the cost required for manufacturing the form can be significantly reduced.

【0037】また、本発明の角型セグメントを使用した
シールドトンネル覆工においては、前述した角型セグメ
ントを使用することにより、セグメントに要する費用が
削減され、しかも、組立ての自動化が容易なため、全体
のコストを低くでき、更に、各セグメント中の最終挿入
セグメント及びその両側のセグメントによって構成され
る最終挿入セグメント挿入空間を、切羽側が広く坑口側
が狭いテーパー状にしたことによって、すべてのピース
間接合面を覆工の半径方向に向けることができ、ピース
間継ぎ手をヒンジ構造としても、地中における周囲の圧
力に十分耐えるものとすることができる。
In the shield tunnel lining using the rectangular segments according to the present invention, the use of the above-described rectangular segments reduces the cost required for the segments and facilitates the automation of assembly. The overall cost can be reduced, and the final insertion segment insertion space formed by the final insertion segment in each segment and the segments on both sides of the segment is tapered on the face side and narrow on the wellhead side. The surface can be oriented in the radial direction of the lining, and even if the joint between the pieces is formed as a hinge structure, it can sufficiently withstand ambient pressure in the ground.

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

【図1】本発明に係るシールドトンネル覆工の一例を示
す正面図である。
FIG. 1 is a front view showing an example of a shield tunnel lining according to the present invention.

【図2】同上の部分展開平面図である。FIG. 2 is a partially developed plan view of the same.

【図3】本発明に係る角型セグメントの一例の側面図で
ある。
FIG. 3 is a side view of an example of a rectangular segment according to the present invention.

【図4】同上の底面図である。FIG. 4 is a bottom view of the same.

【図5】本発明に係る角型セグメントの他の例の側面図
である。
FIG. 5 is a side view of another example of the rectangular segment according to the present invention.

【図6】同上の底面図である。FIG. 6 is a bottom view of the above.

【図7】本発明に係る角型セグメントの更に他の例の側
面図である。
FIG. 7 is a side view of still another example of the rectangular segment according to the present invention.

【図8】同上の底面図である。FIG. 8 is a bottom view of the above.

【図9】本発明のセグメントに使用するヒンジ結合部分
の一方の補強金具を示すもので(A)は平面図、(B)
は正面図、(C)は側面図である。
FIGS. 9A and 9B are plan views showing one reinforcing metal fitting of a hinge connecting portion used in the segment of the present invention, and FIG.
Is a front view, and (C) is a side view.

【図10】本発明のセグメントに使用するヒンジ結合部
分の他方の補強金具を示すもので(A)は平面図、
(B)は正面図、(C)は側面図である。
FIG. 10 is a plan view showing the other reinforcing metal fitting of the hinge connection portion used for the segment of the present invention,
(B) is a front view, (C) is a side view.

【図11】本発明に係る型枠の一例の縦断面図である。FIG. 11 is a longitudinal sectional view of an example of a mold according to the present invention.

【図12】同上の平面図である。FIG. 12 is a plan view of the same.

【図13】本発明におけるヒンジ結合部の一例を示す部
分拡大断面図である。
FIG. 13 is a partially enlarged cross-sectional view illustrating an example of a hinge coupling portion according to the present invention.

【図14】本発明に係るシールドトンネル覆工の他の例
を示す正面図である。
FIG. 14 is a front view showing another example of the shield tunnel lining according to the present invention.

【符号の説明】[Explanation of symbols]

a 最終セグメント挿入空間 1 覆工 1a リング 2 普通型セグメント 3a,3b 最終連結凹部用セグメント 4 最終挿入セグメント 10a,10b 平面 11a,11b 平板状部 21 稜線部 22 R部 23a,23b ピース間接合面 24 凹嵌合部 25 凸嵌合部 26,27 インサート金具 28 横材 29 アンカー 30a,30b リング間接合面 31 連結用突起 32 突起嵌合孔 33 凹溝 40 型枠 41 底面型板 42 側面型板 43 端面型板 43a 端面型板 a Final segment insertion space 1 Lining 1a Ring 2 Normal type segment 3a, 3b Final connection concave segment 4 Final insertion segment 10a, 10b Plane 11a, 11b Flat plate 21 Ridge 22 R 23a, 23b Joint between pieces 24 Recessed fitting part 25 Convex fitting part 26, 27 Insert fitting 28 Cross member 29 Anchor 30a, 30b Joint face between rings 31 Connecting projection 32 Projection fitting hole 33 Depressed groove 40 Form 41 Bottom template 42 Side template 43 End face template 43a End face template

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】多角形断面のトンネル覆工外周面における
互いに隣り合う2面をそれぞれ外面側に有する断面が略
山形形状をしたセグメント本体を有し、該セグメント本
体の覆工周方向側のピース間接合端面にヒンジ結合用の
凹凸嵌合部を一体に備えてなるシールドトンネル用角型
セグメント。
An outer surface of a polygonal cross section of a tunnel lining outer peripheral surface has a segment body having a substantially mountain-shaped cross section, and a piece of the segment body in a lining circumferential direction of the segment body. A rectangular segment for a shield tunnel, which is integrally provided with a concave-convex fitting portion for hinge connection on an end surface of the joint.
【請求項2】ピース間接合端面に溝状の凹嵌合部を一体
に有するヒンジ結合用補強金具と、該凹嵌合部に嵌り合
う形状の凸嵌合部を一体に有するヒンジ結合用補強金具
とを埋設してなる請求項1に記載のシールドトンネル用
角型セグメント。
2. A hinge-fitting reinforcing member integrally having a groove-shaped concave fitting portion on a joint end face between pieces, and a hinge-fitting reinforcement having a convex fitting portion integrally formed with the concave fitting portion. 2. The rectangular segment for a shield tunnel according to claim 1, wherein a metal fitting is embedded.
【請求項3】セグメント本体のトンネル軸方向側のリン
グ間接合端面に、リング間結合用の突起及び突起嵌合孔
を備えてなる請求項1若しくは2に記載のシールドトン
ネル用角型セグメント。
3. The rectangular segment for a shield tunnel according to claim 1, wherein a projection for coupling between the rings and a projection fitting hole are provided on a joint end face between the rings on the tunnel axial direction side of the segment body.
【請求項4】多角形断面のトンネル覆工外周面の互いに
隣り合う2面をそれぞれ外面側に有する断面が略山形形
状をしたセグメント本体の覆工内面側面を成形する底面
型板と、該底面型板の両側部に立ち上がらせ、前記セグ
メント本体の両側のリング間接合面を成形する一対の側
面型板と、前記底面型板の両端部上の両側面型板間にあ
って、その位置を底面型板に沿って変更可能な、ピース
間接合面形成用の端面型板とを備えてなるシールドトン
ネル用角型セグメント成形型枠。
4. A bottom mold plate for forming a lining inner side surface of a segment body having a substantially mountain-shaped cross section having two mutually adjacent outer peripheral surfaces of a tunnel lining outer peripheral surface having a polygonal cross section, and the bottom surface A pair of side stencils which are raised on both sides of the template to form a joint surface between the rings on both sides of the segment body, and between the side stencils on both ends of the bottom stencil, the position of which is the bottom mold. A rectangular segment forming mold for a shield tunnel, comprising: an end face template for forming a piece-to-piece joint surface, which can be changed along the plate.
【請求項5】外周面が多角形状をなし、複数のセグメン
トによりリング状に組み立てられるシールドトンネル覆
工であって、前記多角形の互いに隣り合う2辺を一体に
有し、それぞれの両端のピース間接合面を覆工半径方向
の角度に成形した複数のコンクリート製セグメントを、
互いにヒンジ結合によって組み立ててなる角型セグメン
トを使用したシールドトンネル覆工。
5. A shield tunnel lining in which an outer peripheral surface has a polygonal shape and is assembled in a ring shape by a plurality of segments, wherein two sides adjacent to each other of the polygon are integrally formed, and pieces at both ends of each of the polygonal shapes are provided. A plurality of concrete segments formed with a lining radial angle at the joint surface
Shield tunnel lining using square segments assembled by hinged connection with each other.
【請求項6】各セグメント中の最終挿入セグメント及び
最終挿入セグメント挿入空間を、切羽側が広く坑口側が
狭いテーパー状にしてなる請求項5に記載のシールドト
ンネル覆工。
6. The shield tunnel lining according to claim 5, wherein a final insertion segment and a final insertion segment insertion space in each segment are formed in a tapered shape having a wide face and a narrow wellhead side.
JP29553598A 1998-10-16 1998-10-16 Shield tunnel lining using square segments Expired - Lifetime JP4000404B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29553598A JP4000404B2 (en) 1998-10-16 1998-10-16 Shield tunnel lining using square segments

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29553598A JP4000404B2 (en) 1998-10-16 1998-10-16 Shield tunnel lining using square segments

Publications (2)

Publication Number Publication Date
JP2000120392A true JP2000120392A (en) 2000-04-25
JP4000404B2 JP4000404B2 (en) 2007-10-31

Family

ID=17821900

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29553598A Expired - Lifetime JP4000404B2 (en) 1998-10-16 1998-10-16 Shield tunnel lining using square segments

Country Status (1)

Country Link
JP (1) JP4000404B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011219972A (en) * 2010-04-08 2011-11-04 Ohbayashi Corp Lining body and corner segment
CN115898455A (en) * 2022-11-17 2023-04-04 深圳大学 Variable cross-section connecting node segment of shield tunnel and assembling method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011219972A (en) * 2010-04-08 2011-11-04 Ohbayashi Corp Lining body and corner segment
CN115898455A (en) * 2022-11-17 2023-04-04 深圳大学 Variable cross-section connecting node segment of shield tunnel and assembling method thereof
CN115898455B (en) * 2022-11-17 2024-05-28 深圳大学 Variable-section connecting node segment of shield tunnel and assembly method thereof

Also Published As

Publication number Publication date
JP4000404B2 (en) 2007-10-31

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