JPH0270896A - Concrete segment - Google Patents

Concrete segment

Info

Publication number
JPH0270896A
JPH0270896A JP63219450A JP21945088A JPH0270896A JP H0270896 A JPH0270896 A JP H0270896A JP 63219450 A JP63219450 A JP 63219450A JP 21945088 A JP21945088 A JP 21945088A JP H0270896 A JPH0270896 A JP H0270896A
Authority
JP
Japan
Prior art keywords
tunnel
fitting
sections
concrete
segment
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
JP63219450A
Other languages
Japanese (ja)
Other versions
JP2575192B2 (en
Inventor
Junichi Tsuzuki
純一 都築
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP63219450A priority Critical patent/JP2575192B2/en
Publication of JPH0270896A publication Critical patent/JPH0270896A/en
Application granted granted Critical
Publication of JP2575192B2 publication Critical patent/JP2575192B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To conduct tunnel lining having high strength by forming irregularity sections formed to a trapezoidal shape and mutually engaged with the circumferential end sections of a tunnel and installing a bonding fitting and an insert fitting mutually interlinked with the longitudinal end sections of the tunnel. CONSTITUTION:A concrete segment 1 is formed to an equilateral trapezoidal shape slightly long in the cross direction, and mutually engaged recessed section 2 and protruding section 3 are formed at edge end sections in the circumferential direction of the concrete segment. A bonding fitting 4 is projected at one end of a cross edge end, an insert fitting 5 is buried to the other end, and a grout hole 6 for back-filling is shaped at an approximately central section. Consequently, the formed segments 1 are mounted continuously while interlinking the recessed sections 2 and the protruding sections 3 alternately in the circumferential direction of a tunnel, and set up continuously while engaging the bonding fittings 4 and the insert fittings 5 in the longitudinal direction of the tunnel. Internally winding concrete 9 is placed inside a segment ring assembled.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明はコンクリートセグメントに関するものである
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] This invention relates to concrete segments.

〔従来の技術〕[Conventional technology]

一般に、シールド工法ではトンネル内周の覆工はコンク
リートセグメントによって行う場合が多い。
Generally, in the shield method, the inner periphery of the tunnel is often lined with concrete segments.

コンクリートセグメントはトンネルの中で組み立てられ
るものである為、組み立てやすい形状をしていることが
望ましい。
Since concrete segments are to be assembled inside a tunnel, it is desirable that they have a shape that is easy to assemble.

又、他山の崩壊に耐えられるよう十分な強度を備えてい
ることも必要である。
It also needs to have sufficient strength to withstand the collapse of other mountains.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかしながら、コンクリートセグメントは、従来より様
々な形状をしたものが開発されているが、その多くは組
み立て後のセグメントどうしの結合を確実なものとする
為、周縁部に互いに係合し合う凹凸部が形成されている
ものが多い。従って、型枠の形状が複雑になり、概して
製造が面倒であった。又、トンネル内周の覆工は数種類
のコンクリートセグメントを組み合わせて行う場合が多
く、然もセグメントどうしは連結ボルト等によって連結
する必要がある為、組み立ても極めて面倒であった。
However, although concrete segments with various shapes have been developed, most of them have uneven parts on the periphery that engage with each other in order to ensure the connection of the segments after assembly. Many are formed. Therefore, the formwork has a complicated shape and is generally difficult to manufacture. Furthermore, the inner periphery of a tunnel is often lined with a combination of several types of concrete segments, and the segments must be connected to each other using connection bolts, etc., making assembly extremely troublesome.

この発明はこのような前記従来の課題を解決する為に提
案されたもので、製造が簡単で、且つトンネル内周の覆
工を一種類のセグメントによって而単に行うことができ
、然も強度の高いトンネル覆工を行うことができるコン
クリートセグメントを提供することを目的とするもので
ある。
This invention was proposed in order to solve the above-mentioned conventional problems, and it is easy to manufacture, the inner circumference of the tunnel can be lined simply with one type of segment, and it has high strength. The purpose is to provide a concrete segment that can perform high tunnel lining.

〔課題を解決するための手段〕[Means to solve the problem]

この発明はトンネルの円周方向及び長手方向に連続して
設置されるコンクリートセグメントに関するもので、台
形状に形成し、トンネルの円周方向端部に互いに係合し
合う凹凸部が設け、且つトンネルの長手方向端部に互い
に係合し合う接合金具とインサート金具を設けた構成と
することにより前記目的を達成するものである。
This invention relates to a concrete segment that is installed continuously in the circumferential direction and longitudinal direction of a tunnel, and is formed into a trapezoidal shape, and has concave and convex portions that engage with each other at the circumferential ends of the tunnel. The above object is achieved by providing a joining fitting and an insert fitting that engage with each other at the longitudinal ends of the device.

〔実施例〕〔Example〕

以下、この発明を図示する一実施例に基づいて説明する
と、コンクリートセグメント1は横方向にやや長い等迫
台形状に形成され、その円周方向の縁端部には互いに係
合し合う凹部2と凸部3が形成され、且つ幅方向縁端の
一端には接合金具4が突設され、更に他端にはインサー
ト金具5が埋設されている。
Hereinafter, the present invention will be described based on an illustrated embodiment. A concrete segment 1 is formed into a trapezoidal shape that is slightly elongated in the lateral direction, and recesses 2 that engage with each other are formed at the edges in the circumferential direction. A convex portion 3 is formed, and a joining fitting 4 is protruded from one end of the widthwise edge, and an insert fitting 5 is embedded in the other end.

又、コンクリートセグメント1の略中央部には裏込め用
のグラウトホール6が形成されている。
Further, a grout hole 6 for backfilling is formed approximately in the center of the concrete segment 1.

凹部2及び凸部3はコンクリートセグメント1の幅方向
に連続して形成されている。
The concave portion 2 and the convex portion 3 are formed continuously in the width direction of the concrete segment 1.

又、接合金具4は円形若しくは矩形状に形成され、その
先端は先細に形成され、且つ側面部には仮ばね状のス]
・ツバ−7,7が2枚乃至4枚突設されている。
The joining fitting 4 is formed into a circular or rectangular shape, with a tapered tip, and a temporary spring-like spring on the side surface.
- Two to four flanges 7, 7 are provided protrudingly.

更に、接合金具4はコンクリートセグメントlのコンク
リート中の鉄筋に溶接等することにより強固にアンカー
されている。
Furthermore, the joint fitting 4 is firmly anchored by welding or the like to the reinforcing bars in the concrete of the concrete segment 1.

インサート金具5も接合金具4と同様にコンクリートセ
グメント1のコンクリート中の鉄筋に溶接等することに
より値開にアンカーされている。
Similar to the joining fitting 4, the insert fitting 5 is also anchored to the reinforcing bars in the concrete of the concrete segment 1 by welding or the like.

インサート金具5には接合金具4の形状に対応し、且つ
接合金具4を挿入できるような内径を有する孔5aが形
成されている。
A hole 5a is formed in the insert metal fitting 5. The hole 5a corresponds to the shape of the joining metal fitting 4 and has an inner diameter such that the joining metal fitting 4 can be inserted therein.

孔5aの内側には、接合金具4が孔5aに挿入された際
にストッパー7.7が引っ掛かる係止部8,8が形成さ
れている。係る構成により一旦、接合金具4がインサー
ト金具5に挿入され連結されると、トンネル長手方向に
連接するセグメントどうしは容易に外れることはなく確
実に連結される。
On the inside of the hole 5a, locking portions 8, 8 are formed on which the stopper 7.7 is caught when the joining metal fitting 4 is inserted into the hole 5a. With this configuration, once the joining fitting 4 is inserted into the insert fitting 5 and connected, the segments connected in the longitudinal direction of the tunnel will not easily come off and will be reliably connected.

このように形成されたコンクリートセグメント1はトン
ネルの円周方向に交互に、且つ凹部2と凸部3とを係合
させつつ連続して設置され、且つトンネル長手方向には
接合金具4とインサート金具5とを係合させつつ速読し
て設置されている。
The concrete segments 1 thus formed are installed continuously in the tunnel circumferential direction alternately and with the concave portions 2 and the convex portions 3 engaged, and the joint fittings 4 and the insert fittings are installed in the longitudinal direction of the tunnel. It is installed for quick reading while engaging with 5.

このように組み立てられたセグメントリングの内側には
内巻きコンクリート9が打設されている。
Inwardly rolled concrete 9 is cast inside the segment ring assembled in this way.

第7図は接合金具とインサート金具の他の実施例を示し
たもので、コンクリートセグメント1の端面にはインサ
ート金具5.5のみを埋設し、接合金具4はコンクリー
トセグメント1の組み立て時に双方のインサート金具5
.5に差し込める構成としたものである。
Fig. 7 shows another embodiment of the joint metal fitting and the insert metal fitting, in which only the metal insert 5.5 is buried in the end face of the concrete segment 1, and the joint metal fitting 4 is inserted into both inserts when the concrete segment 1 is assembled. Metal fittings 5
.. The structure is such that it can be inserted into the 5.

このような構成にすれば、接合金具4がコンクリートセ
グメント1の端面より突出しない為、運搬等の取り扱い
時に接合金具4を破損する等といった恐れはない。
With this configuration, since the joining metal fittings 4 do not protrude from the end face of the concrete segment 1, there is no fear that the joining fittings 4 will be damaged during handling such as transportation.

又、コンクリートセグメント1が台形状に形成されてい
ることから、組み立てられるセグメントリングは偶数分
割となるが、第9図に示すようにキーセグメント10を
使用すれば、奇数分割とすることもできる。
Further, since the concrete segment 1 is formed into a trapezoidal shape, the segment ring to be assembled will be divided into an even number, but if a key segment 10 is used as shown in FIG. 9, it can also be divided into an odd number.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の構成からなるので以下の効果を有する
Since the present invention has the above configuration, it has the following effects.

■ トンネル内周の覆工は一種類のセグメントで行うこ
とがで、然もセグメントどうしのには接合ボルトが一切
不要な為、組み立て作業を極めて簡単に行うことができ
る。
■ The inner lining of the tunnel can be constructed using only one type of segment, and no bolts are required to connect the segments, making assembly work extremely easy.

又、台形状に形成され、且つトンネル円周方向に交互に
設置される為、セグメントリングは著しく締めつけられ
る。又、トンネル長手方向に連接するセグメントどうし
は接合金具とインサート金具によって一体的に連結され
る。従って強度的にも安定したトンネル覆工ができる。
Moreover, since the segment rings are formed in a trapezoidal shape and are arranged alternately in the circumferential direction of the tunnel, the segment rings are significantly tightened. Furthermore, the segments that are connected in the longitudinal direction of the tunnel are integrally connected by a joining fitting and an insert fitting. Therefore, the tunnel lining can be constructed with stable strength.

更に、形状も極めて単純な為、製造も簡単で、大量生産
による製造コストの低減化も可能である。
Furthermore, since the shape is extremely simple, manufacturing is easy, and manufacturing costs can be reduced through mass production.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図〜第9図はこの発明の一実施例を示したもので、
第1図はセグメントリングの正面図、第2図はコンクリ
ートセグメントの平面図、第3図はその側面図、第4図
はコンクリートセグメントの一部破断乎面図、第5図、
第6図及び第7図は接合金具とインサート金具を示すコ
ンクリートセグメントの一部断面図、第8図は接合金具
の平面図、第9図はセグメントリングの正面図である。 l・・・コンクリートセグメント、2・・・凹部、3・
・・凸部、4・・・接合金具、5・・・インサート金具
、6・・・グラウトホール、7・・・ストッパー8・・
・係止部、9・・・内巻きコンクリート、10・・・キ
ーセグメント。 第1図 第2図 第4図 第3図 第 図 第 図 第 図 第 図 n
Figures 1 to 9 show an embodiment of this invention.
Figure 1 is a front view of the segment ring, Figure 2 is a plan view of the concrete segment, Figure 3 is its side view, Figure 4 is a partially cutaway view of the concrete segment, Figure 5,
6 and 7 are partial sectional views of a concrete segment showing a joining fitting and an insert fitting, FIG. 8 is a plan view of the joining fitting, and FIG. 9 is a front view of a segment ring. l... Concrete segment, 2... Concavity, 3...
・Convex part, 4... Joining fitting, 5... Insert fitting, 6... Grout hole, 7... Stopper 8...
・Locking part, 9... Inner wrapping concrete, 10... Key segment. Figure 1 Figure 2 Figure 4 Figure 3 Figure Figure Figure Figure n

Claims (1)

【特許請求の範囲】[Claims] (1)トンネルの円周方向及び長手方向に連続して設置
されるコンクリートセグメントであって、台形状に形成
してあり、トンネルの円周方向端部に互いに係合し合う
凹凸部が設けてあり、且つトンネルの長手方向端部に互
いに係合し合う接合金具とインサート金具が設けてある
ことを特徴とするコンクリートセグメント。
(1) A concrete segment that is installed continuously in the circumferential and longitudinal directions of a tunnel, and is formed into a trapezoidal shape, with uneven parts that engage with each other at the circumferential ends of the tunnel. What is claimed is: 1. A concrete segment characterized in that the longitudinal end of the tunnel is provided with a joining fitting and an insert fitting that engage with each other.
JP63219450A 1988-09-01 1988-09-01 Concrete segment Expired - Lifetime JP2575192B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63219450A JP2575192B2 (en) 1988-09-01 1988-09-01 Concrete segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63219450A JP2575192B2 (en) 1988-09-01 1988-09-01 Concrete segment

Publications (2)

Publication Number Publication Date
JPH0270896A true JPH0270896A (en) 1990-03-09
JP2575192B2 JP2575192B2 (en) 1997-01-22

Family

ID=16735608

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63219450A Expired - Lifetime JP2575192B2 (en) 1988-09-01 1988-09-01 Concrete segment

Country Status (1)

Country Link
JP (1) JP2575192B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4529662B2 (en) * 2004-12-02 2010-08-25 Jfeエンジニアリング株式会社 Mating joint
JP4818899B2 (en) * 2006-12-25 2011-11-16 Jfe建材株式会社 Segment joint structure and segment having the same

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5140735A (en) * 1974-10-03 1976-04-05 Kokusai Denshin Denwa Co Ltd HAIBURITSU DOKAIRO
JPS5178036A (en) * 1974-12-27 1976-07-07 Shiroyama Seisakusho Kk

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5140735A (en) * 1974-10-03 1976-04-05 Kokusai Denshin Denwa Co Ltd HAIBURITSU DOKAIRO
JPS5178036A (en) * 1974-12-27 1976-07-07 Shiroyama Seisakusho Kk

Also Published As

Publication number Publication date
JP2575192B2 (en) 1997-01-22

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