JPH06280487A - Segment - Google Patents

Segment

Info

Publication number
JPH06280487A
JPH06280487A JP3060928A JP6092891A JPH06280487A JP H06280487 A JPH06280487 A JP H06280487A JP 3060928 A JP3060928 A JP 3060928A JP 6092891 A JP6092891 A JP 6092891A JP H06280487 A JPH06280487 A JP H06280487A
Authority
JP
Japan
Prior art keywords
segment
curvature
plate portion
same
sections
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
JP3060928A
Other languages
Japanese (ja)
Other versions
JPH0819830B2 (en
Inventor
Yutaka Kashima
豊 加島
Masami Inoue
正巳 井上
Makoto Terajima
良 寺嶋
Yukihiro Kitamura
行宏 北村
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.)
Daiho Construction Co Ltd
Original Assignee
Daiho Construction 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 Daiho Construction Co Ltd filed Critical Daiho Construction Co Ltd
Priority to JP3060928A priority Critical patent/JPH0819830B2/en
Publication of JPH06280487A publication Critical patent/JPH06280487A/en
Publication of JPH0819830B2 publication Critical patent/JPH0819830B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE:To promote work efficiency by forming four sides of comer sections, side slab sections, top slab sections and bottom slab sections in the shape of a bow having the same curvature and the same thickness, and using a joint surface between segments of four sides as a joint surface passing a radius of curvature of a side. CONSTITUTION:In a segment 1, it is formed of side slab section, top slab sections and bottom slab sections 1b in the shape of a bow having the same curvature R and the same thickness T, and corner sections 1a are formed of segments crossed to each other with the same curvature and same thickness. After that, the corner sections 1a are segment pieces 1a as a cross part of a bow-shape of the center HM having a radius R of curvature and thickness T of a point M and a bow-shape of the center HN having the radius R of curvature and thickness T with a point N as the center, and the same corner sections as the other ones are arranged to four corners. Then, joint surfaces adjacent to the segment pieces 1a and 1b are connected to the surfaces connected to bow-shaped center points M, M', N and N' respectively. Four pieces to every segment piece 1a and three pieces to every segment piece 1b make a total of seven pieces of two kinds, and they are combined to form a pair of segments.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、地中にトンネルを構築
する際に使用されるセグメントに関する。
FIELD OF THE INVENTION The present invention relates to segments used in building tunnels in the ground.

【0002】[0002]

【従来の技術】従来から用いられてきたシールドトンネ
ルのセグメントには、その断面形状からして、円形、楕
円形、馬蹄形、矩形または複合円形等のものが多く、こ
れらのうち何れかを設計条件、地盤条件、環境条件等に
より適宜選択し、適応性のある断面形状を選定して施工
してきた。
2. Description of the Related Art Many shield tunnel segments that have been used in the past are often circular, elliptical, horseshoe-shaped, rectangular, or composite circular due to their sectional shape. , The ground conditions, environmental conditions, etc. were selected as appropriate, and a suitable cross-sectional shape was selected for construction.

【0003】最近では、地下空間の有効利用を目的とし
て矩形断面トンネルの開発および施工が行われてきた。
この矩形断面トンネルの施工においては、図9に示すよ
うなセグメントが用いられている。図において、Aは隅
部、Bは側版部、Cは頂版部、Dは底版部と呼ばれてい
る。特に隅部Aはハンチとも呼ばれ、応力集中に抗する
手段の1つとして、水平方向と垂直方向との交差部内側
に補強用傾斜部を設けてある。
Recently, a rectangular tunnel has been developed and constructed for the purpose of effectively utilizing the underground space.
In the construction of this rectangular cross-section tunnel, segments as shown in FIG. 9 are used. In the figure, A is called a corner portion, B is called a side plate portion, C is called a top plate portion, and D is called a bottom plate portion. In particular, the corner portion A is also called a haunch, and a reinforcing inclined portion is provided inside the intersection of the horizontal direction and the vertical direction as one of means for resisting stress concentration.

【0004】これらの各セグメントにおいて、隅部Aの
長手側から短手側を同一方向へ向くように4隅へ配設
し、側版部Bおよび頂版部Cもしくは底版部Dをそれぞ
れ配設して組上げ構築していた。ここで、頂版部Cと底
版部Dとは略同一のセグメントであって、実質上はA,
B,Cの3種を用いて構築するのが通例であった。そし
て、次に配置する隅部Aの長手側から短手側の方向を逆
の同一方向に向け、力の集中方向を分散させるように組
立てていた。
In each of these segments, the long side to the short side of the corner A are arranged in the four corners in the same direction, and the side plate portion B and the top plate portion C or the bottom plate portion D are arranged, respectively. I was building and assembling. Here, the top plate portion C and the bottom plate portion D are substantially the same segment, and substantially A,
It was customary to construct using 3 types of B and C. Then, the corners A to be arranged next are oriented so that the direction from the longer side to the shorter side thereof is directed in the same opposite direction, and the directions of force concentration are dispersed.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記の
セグメントでは直線的構成になるため、各セグメントの
厚さを十分にとらなければならず、各セグメントをコン
クリートによって製造てするには鉄筋等の材料費および
運搬重量等が増大し、不経済となる欠点があった。
However, since the above-mentioned segments have a linear structure, the thickness of each segment must be sufficient, and in order to manufacture each segment from concrete, a material such as a reinforcing bar is used. There is a drawback that the cost and the transportation weight increase, which is uneconomical.

【0006】本発明は、上記の事情に鑑み提案されたも
のであって、その目的とするところは、矩形断面の占有
面積や占有幅を活かし、製作、運搬、組立等の作業性を
考慮して厚さを薄型化しても力学的に十分たえる簡素な
セグメントを提供しようとするものである。
The present invention has been proposed in view of the above circumstances, and its object is to make use of the occupation area and width of a rectangular cross section in consideration of workability such as manufacture, transportation, and assembly. The aim is to provide a simple segment that can be mechanically sufficiently filled even if the thickness is reduced.

【0007】[0007]

【課題を解決するための手段】上記の目的を達成するた
め本発明のセグメントは、シールドトンネルの断面が、
隅部、側版部、頂版部、底版部の4辺部よりなり、略矩
形状をなすトンネルを構築するセグメントにおいて、前
記隅部、側版部、頂版部、底版部の4辺部を同一曲率で
同一厚を有する弓状形に形成したことを特徴とするもの
である。また、前記4辺部を形成するセグメントの各ピ
ース間継ぎ手の延長線が、各曲率半径の曲率中心を通る
継ぎ手面にてなることを特徴とするものである。
To achieve the above object, the segment of the present invention has a cross section of a shield tunnel,
In a segment that is composed of four sides of a corner portion, a side plate portion, a top plate portion, and a bottom plate portion and constructs a tunnel having a substantially rectangular shape, the four side portions of the corner portion, the side plate portion, the top plate portion, and the bottom plate portion. Is formed into an arcuate shape having the same curvature and the same thickness. Further, an extension line of each piece-to-piece joint of the segment forming the four side portions is a joint surface passing through a curvature center of each curvature radius.

【0008】[0008]

【作用】上記のように構成された本発明のセグメント
は、その外形形状が弓状形となるアーチ構造としたの
で、力学的強度が増大し断面諸量を低減することが可能
となるとともに、弓状形をなす4辺部が同一曲率で同一
厚さであることから、形状的な簡素化が図られ、各セグ
メントの各ピース間継ぎ手の延長線が、各曲率半径の曲
率中心を通る継ぎ手面になるようにしたので、各ピース
間に作用する外力を確実に分散させることができる。
Since the segment of the present invention constructed as described above has an arch structure having an arcuate outer shape, it is possible to increase the mechanical strength and reduce the cross-sectional quantities. Since the four sides of the arcuate shape have the same curvature and the same thickness, the shape is simplified, and the extension line of each piece-to-piece joint of each segment passes through the center of curvature of each curvature radius. Since it is made to be a surface, the external force acting between the pieces can be surely dispersed.

【0009】[0009]

【実施例1】以下、本発明の一実施例を図1ないし図8
によって説明する。図1はセグメント1の断面図で、こ
のセグメント1は側版部、頂版部および底版部(1b)
を同一曲率R、同一厚Tの弓状形で形成したもので、隅
部(1a)は同一曲率R、同一厚Tの互いに交差したも
ので形成してある。すなわち、右側版部のセグメントピ
ース1bは点Mを中心として曲率半径R、厚さTの弓状
形で、これら頂版部および底版部がそれぞれ点Nをおよ
び点N’を中心として曲率半径R、厚さTの弓形状で形
成したセグメントピース1bと同じものである。
Embodiment 1 Hereinafter, one embodiment of the present invention will be described with reference to FIGS.
Explained by. FIG. 1 is a cross-sectional view of a segment 1, which includes a side plate portion, a top plate portion and a bottom plate portion (1b).
Are formed in an arcuate shape with the same curvature R and the same thickness T, and the corners (1a) are formed with the same curvature R and the same thickness T intersecting each other. That is, the segment piece 1b of the right slab has an arcuate shape with a radius of curvature R and a thickness T about the point M, and these top and bottom slabs have a radius of curvature R about the point N and the point N ', respectively. , And is the same as the segment piece 1b formed in a bow shape having a thickness T.

【0010】隅部(1a)は例えば点Mの曲率半径R、
厚さTで中心各ΘM の弓状形と、点Nを中心とした曲率
半径R、厚さTで中心各ΘN の弓状形との交差部分のセ
グメントピース1aで、他の隅部と全く同様なものを4
隅に配設したものである。
The corner (1a) is, for example, the radius of curvature R of the point M,
In the segment piece 1a at the intersection of the arcuate shape of the center Θ M with the thickness T and the radius of curvature R centered at the point N, the arcuate shape of the center Θ N with the thickness T, the other corners Exactly the same as 4
It is arranged in a corner.

【0011】そして、これらのセグメントピース1aお
よび1bの隣接辺の継ぎ手面は何れも弓状形の中心点
M、M’、N、N’とにそれぞれ結ばれる面で接続する
ように形成してある。
The joint surfaces of the adjacent sides of the segment pieces 1a and 1b are formed so as to be connected to the central points M, M ', N and N'of the arcuate shape. is there.

【0012】これらのセグメントピース1aを4個宛、
また、セグメントピース1bを3個宛合計2種類(1a
と1b)7個を組合せることによって、1組のセグメン
トが構成される。
4 of these segment pieces 1a are addressed,
In addition, a total of two types of segment pieces 1b (1a
And 1b) 7 pieces are combined to form a set of segments.

【0013】図2は図1の側面図、図3は図1の上面図
である。この図2および図3のように組合せて第I例の
セグメントに対し、図4および図5に示すように、第I
I例のセグメントは図1の右側版部1bを左側版部側に
して隣接するように組合せ、以下第III例は第I例と
同様に組合せることによりシールドトランスが組立られ
る。
FIG. 2 is a side view of FIG. 1, and FIG. 3 is a top view of FIG. As shown in FIGS. 4 and 5, the I-th segment is combined with the I-th segment as shown in FIGS.
The segments of the example I are combined so that the right side plate portion 1b of FIG. 1 is adjacent to the left side plate portion side, and the following example III is combined in the same manner as the example I to construct a shield transformer.

【0014】図6は本発明の第2実施例を示すセグメン
トの断面図である。この第2実施例のセグメントも側版
部は点MまたはM’を中心とし、頂版部および底版部は
それぞれ点NまたはN’を中心とした同一曲率R、同一
厚さTで弓状形に形成したもので、前記点MとNとの同
一曲率Rと同一厚さTとの交差部分となる隅部1aの内
側面に傾斜面で形成されたハンチを設けたもので、以
下、セグメントトンネルへの組立は前記した実施例と同
様である。
FIG. 6 is a sectional view of a segment showing a second embodiment of the present invention. Also in the segment of the second embodiment, the side plate part is centered on the point M or M ', and the top plate part and the bottom plate part are arcuate with the same curvature R and the same thickness T centering on the point N or N', respectively. And a haunch formed by an inclined surface is provided on the inner side surface of the corner 1a at the intersection of the same curvature R and the same thickness T of the points M and N. Assembly into the tunnel is similar to that of the above-described embodiment.

【0015】図7は本発明の第3実施例を示すセグメン
トの断面図で、第2実施例の隅部内側の傾斜面のハンチ
を小さな曲率r’をもつ円弧状に形成したものである。
FIG. 7 is a sectional view of a segment showing a third embodiment of the present invention, in which the haunch of the inclined surface inside the corner of the second embodiment is formed in an arc shape having a small curvature r '.

【0016】これらの第2および第3の実施例は隅部の
補強用であって、これらのハンチを設けることにより隅
部の強度を高めることが可能である。
The second and third embodiments are for reinforcing the corners, and the strength of the corners can be increased by providing these haunches.

【0017】以上、説明した第1ないし第3の実施例の
ものは、いずれも同一曲率R、同一厚さTの弓状形のセ
グメントであり、このセグメントを弓状形に形成したこ
とよりアーチ構造の力学的特性を得るので、従来の直線
型矩形セグメントに比してセグメントの厚さTをより薄
くすることが可能となり、運搬、組立等の作業性も向上
する。
The first to third embodiments described above are all arcuate segments having the same curvature R and the same thickness T, and the arches are formed by forming these segments into an arcuate shape. Since the mechanical characteristics of the structure are obtained, the thickness T of the segment can be made thinner than that of the conventional straight type rectangular segment, and the workability of transportation and assembly is also improved.

【0018】図8は本発明の第4実施例を示すセグメン
トの断面図である。本実施例のセグメントも側版部は点
MまたはM’を中心とし、頂版部と底版部とはそれぞれ
点NまたはN’を中心とした同一曲率Rと同一厚さTと
の弓状形で形成し、各4隅の交差部分となる隅部に前記
曲率Rより小さな曲率r、同一厚さTで形成した曲部を
設けたものである。この小さな曲率rの中心は大きな曲
率Rの中心各ΘM 、ΘM'、ΘN 、ΘN'、との交点Oとな
る。
FIG. 8 is a sectional view of a segment showing a fourth embodiment of the present invention. Also in the segment of this embodiment, the side plate portion is centered on the point M or M ', and the top plate portion and the bottom plate portion are arcuate with the same curvature R and the same thickness T centering on the point N or N', respectively. And a curved portion formed with the same thickness T as the curvature r, which is smaller than the curvature R, is provided at the corners which are the intersections of the four corners. The center of this small curvature r is the intersection point O with the centers of the large curvature R, Θ M , Θ M ' , Θ N and Θ N' .

【0019】このように、この第4実施例の場合ではセ
グメント全体を異なる曲率半径Rとrとの弧で構成した
弓状形となるため、アーチ構造の力学的特性を十分に利
用でき、セグメント厚さTをより薄くすることが可能と
なり経済的に有利である。
As described above, in the case of the fourth embodiment, since the entire segment has an arcuate shape composed of arcs having different radii of curvature R and r, the mechanical characteristics of the arch structure can be fully utilized and the segment The thickness T can be made thinner, which is economically advantageous.

【0020】上述した第1ないし第4の実施例のセグメ
ントでは、セグメントの外側から土圧や水圧等が作用し
ても、隣接するセグメントピースが相互に噛み合うため
に内側に崩壊することはなく、安全性も極めて高いもの
となっている。
In the segments of the above-mentioned first to fourth embodiments, even if earth pressure, water pressure, etc. act from the outside of the segments, the adjacent segment pieces do not collapse inside because they mesh with each other. The safety is also extremely high.

【0021】また、セグメントの組立順序を考えた場
合、従来のセグメントではキーセグメントを最後に組合
せなければならないという制約があるのに対し、差込み
方式となる本発明のセグメントでは、どのセグメントピ
ースを最後に組立ても差支えがないという特長を有する
ことができる。
Further, considering the order of assembling the segments, in the conventional segment, there is a constraint that the key segments must be combined last, whereas in the segment of the present invention which is the insertion method, which segment piece is the last. It can have a feature that there is no problem even if assembled.

【0022】[0022]

【発明の効果】以上説明したように、本発明のセグメン
トは、シールドトンネルの断面が、隅部、側版部、頂版
部、底版部の4辺部よりなり、略矩形状をなすトンネル
を構築するセグメントにおいて、前記隅部、側版部、頂
版部、底版部、の4辺部を同一曲率で同一厚を有する弓
状形に形成したことを特徴とし、また、前記4辺部を形
成するセグメントの各ピース間継ぎ手の延長線が、各曲
率半径の曲率中心を通る継ぎ手にてなることを特徴とし
たので、矩形面積の占有面積や占有幅を活かし、製作、
運搬、組立等の作業性を考慮して薄型化を可能とし、力
学的にも安全性のある簡素なセグメントとして用いるこ
とが可能となる利点がある。
As described above, according to the segment of the present invention, the shield tunnel has a substantially rectangular cross section, which is composed of the four sides of the corner portion, the side plate portion, the top plate portion, and the bottom plate portion. In the segment to be constructed, the four side portions of the corner portion, the side plate portion, the top plate portion, and the bottom plate portion are formed in an arc shape having the same curvature and the same thickness, and the four side portions are formed. Since the extension line of each piece-to-piece joint of the segment to be formed is a joint that passes through the center of curvature of each radius of curvature, making use of the occupied area and width of the rectangular area, manufacturing,
There is an advantage that it can be thinned in consideration of workability of transportation and assembly, and can be used as a simple segment that is mechanically safe.

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

【図1】本発明の第1実施例の断面図である。FIG. 1 is a sectional view of a first embodiment of the present invention.

【図2】図1の側面図である。FIG. 2 is a side view of FIG.

【図3】図1の上面図である。FIG. 3 is a top view of FIG.

【図4】図3のセグメントを組合せた上面図である。FIG. 4 is a top view of a combination of the segments of FIG.

【図5】図2のセグメントを組合せた上面図である。5 is a top view of a combination of the segments of FIG.

【図6】本発明の第2実施例の断面図である。FIG. 6 is a sectional view of a second embodiment of the present invention.

【図7】本発明の第3実施例の断面図である。FIG. 7 is a sectional view of a third embodiment of the present invention.

【図8】本発明の第4実施例の断面図である。FIG. 8 is a sectional view of a fourth embodiment of the present invention.

【図9】従来例の断面図である。FIG. 9 is a sectional view of a conventional example.

【符号の説明】[Explanation of symbols]

1 セグメント 1a 隅部セグメントピース 1b 側版部、頂版部、底版部セグメントピース R 曲率半径 T 厚さ 1 segment 1a corner segment piece 1b side plate part, top plate part, bottom plate part segment piece R radius of curvature T thickness

───────────────────────────────────────────────────── フロントページの続き (72)発明者 北村 行宏 東京都中央区新川1丁目24番4号 大豊建 設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yukihiro Kitamura 1-24-4 Shinkawa, Chuo-ku, Tokyo Daitoken Construction Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 シールドトンネルの断面が、隅部、側版
部、頂版部、底版部の4辺部よりなり、略矩形状をなす
トンネルを構築するセグメントにおいて、前記隅部、側
版部、頂版部、底版部、の4辺部を同一曲率で同一厚を
有する弓形状に形成したことを特徴とするセグメント。
1. A segment for constructing a tunnel having a substantially rectangular shape in which a cross section of a shield tunnel has four sides of a corner portion, a side plate portion, a top plate portion, and a bottom plate portion, and the corner portion and the side plate portion. A segment characterized in that the four sides of the top plate portion and the bottom plate portion are formed in an arc shape having the same curvature and the same thickness.
【請求項2】 前記4辺部を形成するセグメントの各ピ
ース間継ぎ手の延長線が、各曲率半径の曲率中心を通る
継ぎ手面にてなることを特徴とするセグメント。
2. A segment characterized in that an extension line of each piece-to-piece joint of the segment forming the four sides is a joint surface passing through a center of curvature of each radius of curvature.
JP3060928A 1991-02-12 1991-02-12 segment Expired - Lifetime JPH0819830B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3060928A JPH0819830B2 (en) 1991-02-12 1991-02-12 segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3060928A JPH0819830B2 (en) 1991-02-12 1991-02-12 segment

Publications (2)

Publication Number Publication Date
JPH06280487A true JPH06280487A (en) 1994-10-04
JPH0819830B2 JPH0819830B2 (en) 1996-02-28

Family

ID=13156538

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3060928A Expired - Lifetime JPH0819830B2 (en) 1991-02-12 1991-02-12 segment

Country Status (1)

Country Link
JP (1) JPH0819830B2 (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
CN108561154A (en) * 2018-03-30 2018-09-21 上海隧道工程有限公司 The node structure of section of jurisdiction and tube coupling in the interface channel of shield section

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS621339U (en) * 1985-06-18 1987-01-07
JPS6241120U (en) * 1985-08-29 1987-03-12

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS621339U (en) * 1985-06-18 1987-01-07
JPS6241120U (en) * 1985-08-29 1987-03-12

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
CN108561154A (en) * 2018-03-30 2018-09-21 上海隧道工程有限公司 The node structure of section of jurisdiction and tube coupling in the interface channel of shield section

Also Published As

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JPH0819830B2 (en) 1996-02-28

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