JPH11210386A - Segment joining metal fitting, segment, and method for joining segments - Google Patents

Segment joining metal fitting, segment, and method for joining segments

Info

Publication number
JPH11210386A
JPH11210386A JP10013047A JP1304798A JPH11210386A JP H11210386 A JPH11210386 A JP H11210386A JP 10013047 A JP10013047 A JP 10013047A JP 1304798 A JP1304798 A JP 1304798A JP H11210386 A JPH11210386 A JP H11210386A
Authority
JP
Japan
Prior art keywords
segment
fitting
joining
joint
head
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
JP10013047A
Other languages
Japanese (ja)
Other versions
JP3462065B2 (en
Inventor
Kenji Arakawa
賢治 荒川
Koji Shiraishi
浩司 白石
Hiroki Someya
洋樹 染谷
Akio Hashiguchi
彰夫 橋口
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.)
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
Okumura Corp
Original Assignee
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
Okumura Corp
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 Ishikawajima Kenzai Kogyo Co Ltd, Ishikawajima Construction Materials Co Ltd, Okumura Corp filed Critical Ishikawajima Kenzai Kogyo Co Ltd
Priority to JP01304798A priority Critical patent/JP3462065B2/en
Publication of JPH11210386A publication Critical patent/JPH11210386A/en
Application granted granted Critical
Publication of JP3462065B2 publication Critical patent/JP3462065B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To efficiently fill each gap between joining metal fittings with a caulking compound. SOLUTION: A projection 3c of a joining metal fitting 3 inserted into an insert hole 1c provided in the metal fitting at the time of joining hexagonal segments Sa breaks a capsule 5 and extrudes a caulking compound (c) to gaps (g) between joining metal fittings 1, 2, 3 from the hole 1c. The caulking compound (c) is extruded strongly by the projection 3c to the central part in the segment-thickness direction of the gap (g), so that the compound goes uniformly to the whole area of the gap (g) which is therewith choked certainly. The projection 3c inserted into the hole 1c strengthens the joining force of the mutual segments Sa.

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、トンネル等の構築
に用いられるセグメントどうしを接合するための接合金
具及び該接合金具を備えたセグメント並びに該セグメン
トの接合方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint for joining segments used for constructing a tunnel or the like, a segment provided with the joint, and a method for joining the segments.

【0002】[0002]

【従来の技術】本発明の出願人は、先に、図7ないし図
10に示す六角形セグメントを開発した(特願平8−2
38258号。) この六角形セグメントは、金具本体41aの外端に頭部
41bが形成された接合金具41をH型鋼42のウエブ
42aに固定して2つの傾斜接合面Ka、Kbの角部に
設ける一方、側部接合面Ga、Gbを形成して設けられ
た溝型鋼43のウエブ43aに上記接合金具41の頭部
41bが嵌め込まれる嵌合部43bを設け、1枚目の六
角形セグメントS1 の1つの傾斜接合面Kbに2枚目の
六角形セグメントS2 の1つの傾斜接合面Kaを突き合
わせて1枚目の六角形セグメントS1 の嵌合部43bに
2枚目の六角形セグメントS2 の接合金具41の頭部4
1bを嵌め入れて相互に接合し、また3枚目の六角形セ
グメントS3 を、その側部接合面Gaを1枚目の六角形
セグメントS1 の側部接合面Gbに突き合わせるととも
に、2枚目の六角形セグメントS2 の上記接合金具41
の頭部41bに側部接合面Gaの嵌合部43bを嵌合さ
せ、また1つの傾斜接合面Kaを2枚目の六角形セグメ
ントS2 の他の傾斜接合面Kbに突き合わせて、六角形
セグメントS1 、S2 、S3 どうしを互いに接合するこ
とができるようになっている。なお、六角形セグメント
は、図8と図9のように、側面視において円弧状に湾曲
している。
2. Description of the Related Art The applicant of the present invention has previously developed a hexagonal segment shown in FIGS.
38258. The hexagonal segments are provided on the corners of the two inclined joining surfaces Ka and Kb by fixing the joining metal fitting 41 having the head 41b formed at the outer end of the fitting main body 41a to the web 42a of the H-shaped steel 42, A fitting portion 43b into which the head 41b of the joining metal fitting 41 is fitted is provided on a web 43a of the channel steel 43 provided with the side joining surfaces Ga and Gb formed, and one of the first hexagonal segments S1 is formed. One inclined joining surface Ka of the second hexagonal segment S2 is abutted against the inclined joining surface Kb, and the fitting 41 of the second hexagonal segment S2 is fitted to the fitting portion 43b of the first hexagonal segment S1. Head 4
1b are fitted and joined to each other, and the third hexagonal segment S3 is joined with its side joint surface Ga against the side joint surface Gb of the first hexagonal segment S1, and Of the hexagonal segment S2 of FIG.
The fitting portion 43b of the side joint surface Ga is fitted to the head portion 41b of the second hexagonal segment S2, and one inclined joint surface Ka is brought into contact with the other inclined joint surface Kb of the second hexagonal segment S2 to form a hexagonal segment. S1, S2 and S3 can be joined together. The hexagonal segments are curved in an arc shape in a side view as shown in FIGS. 8 and 9.

【0003】この新しい六角形セグメントによれば強い
接合力が得られ、例えば、六角形セグメントで構築され
たトンネルが水路であっても、その中心から外方に向う
水圧に充分に耐えることができる。
According to the new hexagonal segment, a strong joining force can be obtained. For example, even if the tunnel constructed by the hexagonal segment is a water channel, it can sufficiently withstand the water pressure from the center outward. .

【0004】[0004]

【発明が解決しようとする課題】しかし、セグメントど
うしを前記のように接合しただけでは、接合金具等の隙
間から水が漏れるため、モルタル等のコーキング剤を使
って漏水を防止しているが、接合金具どうしの折れ曲が
った隙間にコーキング剤を充填するのは容易ではなく、
手間がかかるという問題点がある。
However, if the segments are merely joined as described above, water leaks from the gaps of the joint fittings and the like, and the leakage is prevented by using a caulking agent such as mortar. It is not easy to fill the caulking agent into the bent gap between the joints,
There is a problem that it takes time.

【0005】本発明は、接合金具どうしの隙間にコーキ
ング剤を的確かつ容易に充填することができるセグメン
ト用接合金具及びセグメント並びにセグメントの接合方
法を提供することを目的とする。
SUMMARY OF THE INVENTION An object of the present invention is to provide a segment metal fitting, a segment, and a method for bonding segments, which can accurately and easily fill a gap between the metal fittings with a caulking agent.

【0006】[0006]

【課題を解決するための手段】上記の目的を達成するた
めに、請求項1記載の発明は、メス型の接合金具の嵌合
部に頭部を嵌め入れてセグメントどうしを接合するオス
型のセグメント用接合金具において、上記頭部にコーキ
ング剤の挿入孔を上記嵌合部に対する頭部の嵌入方向に
沿って形成した構成とした。また請求項2記載の発明
は、オス型の接合金具の頭部に嵌合部を嵌合させてセグ
メントどうしを接合するメス型のセグメント用接合金具
において、上記嵌合部にオス型接合金具の頭部に形成さ
れた挿入孔に挿入される押出突起を上記頭部に対する嵌
合部の嵌合方向に突出して設けた構成とした。
In order to achieve the above object, according to the present invention, there is provided a male type joint for joining segments by fitting a head into a fitting portion of a female joint fitting. In the joining metal fitting for a segment, an insertion hole for a caulking agent is formed in the head along a fitting direction of the head to the fitting portion. According to a second aspect of the present invention, there is provided a female segment joining metal fitting for joining segments by fitting a fitting part to a head of a male joining metal fitting, wherein the male fitting metal fitting is attached to the fitting part. The extrusion protrusion inserted into the insertion hole formed in the head is provided so as to protrude in the fitting direction of the fitting portion to the head.

【0007】上記の手段では、オス型接合金具の頭部に
メス型接合金具の嵌合部を嵌合させると、頭部に形成さ
れた挿入孔に嵌合部に設けられた押出突起を挿入して嵌
合させる際に、挿入孔に予め入れられたコーキング剤が
押出突起で周囲の隙間に押し出される。
In the above means, when the fitting portion of the female fitting is fitted to the head of the male fitting, the push-out projection provided on the fitting is inserted into the insertion hole formed in the head. At the time of fitting, the caulking agent previously inserted into the insertion hole is extruded into the surrounding gap by the extrusion protrusion.

【0008】請求項3記載の発明は、請求項1記載のセ
グメント用接合金具を2つの傾斜接合面の角部に設け、
請求項2記載のセグメント用接合金具を互いにほぼ平行
な側部接合面の少なくとも一方に設けた構成とした。ま
た請求項4記載の発明は、請求項1記載のセグメント用
接合金具を端部接合面のほぼ中央に設け、請求項2記載
のセグメント用接合金具を互いにほぼ平行な側部接合面
の少なくとも一方に設けた構成とした。
According to a third aspect of the present invention, the segment metal fitting of the first aspect is provided at a corner of two inclined bonding surfaces,
According to a second aspect of the present invention, the segment metal fitting is provided on at least one of the side bonding surfaces substantially parallel to each other. According to a fourth aspect of the present invention, the segment joint fitting is provided substantially at the center of the end joining surface, and the segment joint fitting according to the second aspect is at least one of the side joining surfaces substantially parallel to each other. It was set as the structure provided in.

【0009】上記の手段では、セグメントどうしの接合
操作時に、押出突起の挿入孔への挿入によって挿入孔内
のコーキング剤が周囲の隙間に押し出される。
In the above means, the caulking agent in the insertion hole is pushed out into the surrounding gap by inserting the extrusion protrusion into the insertion hole during the joining operation between the segments.

【0010】請求項5記載の発明は、1枚目のセグメン
トの1つのメス型接合金具の嵌合部に2枚目のセグメン
トの1つのオス型接合金具の頭部を嵌入させ、該頭部に
3枚目のセグメントの1つのメス型接合金具の嵌合部を
嵌合させて請求項3又は4記載の3枚のセグメントどう
しを接合する場合に、オス型接合金具の頭部に形成され
た挿入孔にメス型接合金具の嵌合部に設けられた押出突
起を挿入することにより、上記挿入孔及び/又は該挿入
孔に連なる収納孔内のコーキング剤を接合金具どうしの
隙間に押し出して接合する構成とした。
According to a fifth aspect of the present invention, the head of one male fitting of the second segment is fitted into the fitting portion of one female fitting of the first segment. When the three segments according to claim 3 or 4 are joined together by fitting a fitting portion of one female joint fitting of the third segment to the head of the male joint fitting. The caulking agent in the insertion hole and / or the accommodating hole connected to the insertion hole is extruded into the gap between the connection metal fittings by inserting the extrusion protrusion provided in the fitting portion of the female type metal fitting into the inserted hole. It was configured to be joined.

【0011】この手段では、3枚のセグメントどうしの
接合後に、接合金具どうしの隙間にコーキング剤を充填
する必要がない。
According to this means, it is not necessary to fill a gap between the joints with a caulking agent after the three segments are joined.

【0012】上記のセグメント接合方法において、コー
キング剤を、押出突起の挿入孔への挿入によって破られ
るカプセル入りとすることが好ましい(請求項6)。こ
のようにすれば、作業員がコーキング剤を挿入孔に一々
注入する必要がなく、しかも目分量によらずに所定量の
コーキング剤を過不足なく隙間に充填することができ
る。また、コーキング剤を、硬化して隙間を塞ぐ接着液
とすることが望ましく(請求項7)、この場合はコーキ
ング剤によって接合力が強化される。
In the above segment joining method, it is preferable that the caulking agent is contained in a capsule which can be broken by inserting the extrusion protrusion into the insertion hole. This eliminates the need for the operator to inject the caulking agent into the insertion hole one by one, and allows the gap to be filled with a predetermined amount of the caulking agent regardless of the amount of the amount. Further, it is desirable that the caulking agent be an adhesive liquid that cures to close the gap (claim 7).

【0013】[0013]

【発明の実施の形態】発明の実施の形態を図面を参照し
て説明する。図1ないし図6は本発明の実施の形態を示
すもので、符号1は鋼製等のオス型接合金具である。接
合金具1は、金具本体1aの先端に頭部1bを設け、そ
の頭部1bに、頭部1bの厚さ方向(図2と図3で左右
方向)に沿って円形の挿入孔1cを形成して成る。
Embodiments of the present invention will be described with reference to the drawings. FIGS. 1 to 6 show an embodiment of the present invention, and reference numeral 1 denotes a male joint fitting made of steel or the like. The joining metal fitting 1 is provided with a head 1b at the tip of a metal fitting body 1a, and a circular insertion hole 1c is formed in the head 1b along the thickness direction of the head 1b (the left-right direction in FIGS. 2 and 3). Consisting of

【0014】また、符号2と3は鋼製等のメス型接合金
具である。一方の接合金具2は、金具本体2aの一側の
外面に嵌合部2bを設けて成り、他方の接合金具3は、
金具本体3aの一側の外面に嵌合部3bを設け、その嵌
合部3bに、嵌合部3bの深さ方向(図2と図3で左右
方向)に円形の押出突起3cを突設して成る。
Reference numerals 2 and 3 denote female joints made of steel or the like. One joint 2 is formed by providing a fitting portion 2b on an outer surface on one side of a bracket main body 2a, and the other joint 3 is
A fitting portion 3b is provided on an outer surface of one side of the metal fitting body 3a, and a circular extrusion protrusion 3c protrudes from the fitting portion 3b in the depth direction of the fitting portion 3b (the left-right direction in FIGS. 2 and 3). Consisting of

【0015】接合金具1の頭部1bと接合金具2、3の
嵌合部2b、3bとは、1個の頭部1bに2個の嵌合部
2b、3bが互いに向い合った状態で嵌合されるように
それらの形状が定められている。また、接合金具1の挿
入孔1cと接合金具3の押出突起3cとは、接合金具
1、2、3の上記の嵌合状態において挿入孔1cに押出
突起3cが挿入されるように大きさと位置が定められて
いる。
The head 1b of the joint 1 and the fittings 2b, 3b of the joints 2, 3 are fitted to one head 1b with the two fittings 2b, 3b facing each other. Their shapes are determined so that they are combined. Further, the insertion hole 1c of the joint 1 and the extrusion protrusion 3c of the joint 3 are sized and positioned so that the extrusion protrusion 3c is inserted into the insertion hole 1c in the above-mentioned fitting state of the joints 1, 2, and 3. Is stipulated.

【0016】オス型の接合金具1は、セグメントが六角
形セグメントSaである場合、図2ないし図5に示すよ
うに、2つの傾斜接合面Ka、Kbの角部にその中心線
をセグメントSaの中心線に一致させて突設され、また
四角形セグメントSbの場合、図6に示すように、端部
接合面Tの中央にその中心線をセグメントSbの中心線
に一致させて突設される。四角形セグメントSbは、六
角形セグメントSaと同様に側面視において円弧状に湾
曲している。
When the segment is a hexagonal segment Sa, as shown in FIGS. 2 to 5, the male joint 1 has its center line at the corner of the two inclined joining surfaces Ka and Kb. In the case of the quadrangular segment Sb, the center line is projected at the center of the end joining surface T so as to coincide with the center line of the segment Sb, as shown in FIG. The quadrangular segment Sb is curved in an arc shape in a side view similarly to the hexagonal segment Sa.

【0017】また、一方のメス型の接合金具2は、六角
形セグメントSa及び四角形セグメントSbのいずれの
場合も、図2ないし図6に示すように側部接合面Gbに
設けられ、他方のメス型接合金具3は、他の側部接合面
Gaに設けられる。
Further, one of the female-type joint fittings 2 is provided on the side joint surface Gb as shown in FIGS. 2 to 6 in both the hexagonal segment Sa and the quadrangular segment Sb, and the other female joint fitting 2 is provided. The mold joint 3 is provided on another side joint surface Ga.

【0018】メス型接合金具2とセグメントSaには、
図4と図5に示すように、必要に応じて収納孔2c、s
cが挿入孔1cに連らねて形成される。収納孔は接合金
具2だけに形成してもよい。いずれの場合も、押出突起
3cの長さは収納孔2c、scの分だけ長くされる。四
角形セグメントSbも上記と同じ構成とすることができ
る。
The female-type joint 2 and the segment Sa include:
As shown in FIGS. 4 and 5, the storage holes 2c, s
c is formed so as to be continuous with the insertion hole 1c. The storage hole may be formed only in the joint 2. In any case, the length of the extrusion protrusion 3c is increased by the length of the storage holes 2c and sc. The rectangular segment Sb can also have the same configuration as described above.

【0019】符号5はカプセルである。カプセル5内に
はコーキング剤cが詰め込まれている。コーキング剤c
としては、硬化して接合金具1、2、3等を接着する溶
液型接着剤や2液の重合で接着力を生じる2液型接着剤
等の樹脂接着剤が主に用いられるが、これに限られるも
のではない。コーキング剤入りカプセル5は、押出突起
3cによる圧縮で簡単に破れるようになっており、挿入
孔1c及び/又は収納孔2c、scに収納して用いられ
る。
Reference numeral 5 denotes a capsule. The caulking agent c is packed in the capsule 5. Caulking agent c
For example, a resin adhesive such as a solution-type adhesive that cures and bonds the joining fittings 1, 2, and 3 and a two-component adhesive that generates an adhesive force by polymerization of two liquids is mainly used. It is not limited. The caulking agent-containing capsule 5 is easily broken by compression by the extrusion protrusion 3c, and is used by being housed in the insertion hole 1c and / or the housing holes 2c and sc.

【0020】複数個のカプセル5を挿入孔1c等に挿入
する場合、図4のように孔の長さ方向に並べて入れて
も、図5のように径方向に重ねて入れてもよい。図4と
図5の2個のカプセル5は、内容液が同一のカプセルと
考えることも、また内容液が異なる2液型接着剤の異種
カプセルと考えることもできる。
When a plurality of capsules 5 are to be inserted into the insertion hole 1c or the like, they may be inserted side by side in the length direction of the hole as shown in FIG. 4 or may be overlapped in the radial direction as shown in FIG. The two capsules 5 in FIGS. 4 and 5 can be considered as capsules having the same content liquid or different capsules of a two-component adhesive having different content liquids.

【0021】接合金具1、2、3を備えた六角形セグメ
ントSaどうしの接合は基本的に図7の場合と同じであ
り、1枚目の六角形セグメントSa(図2ないし図5で
左下のセグメント)の1つの傾斜接合面Kbに2枚目の
六角形セグメントSa(図2ないし図5で上のセグメン
ト)の1つの傾斜接合面Kaを突き合わせて1枚目の六
角形セグメントSaの接合金具2の嵌合部2bに2枚目
の六角形セグメントSaの接合金具1の頭部1bを嵌め
入れ、また3枚目の六角形セグメントSa(図2ないし
図5で右下のセグメント)を、その側部接合面Gaを1
枚目のセグメントSaの側部接合面Gbに突き合わせる
とともに、接合金具3の押出突起3cを挿入孔1cに挿
入して2枚目の六角形セグメントSaの接合金具1の頭
部1bに接合金具3の嵌合部3bを嵌合させ、また1つ
の傾斜接合面Kaを2枚目のセグメントSaの他の傾斜
接合面Kbに突き合わせる。
The joining of the hexagonal segments Sa having the joining fittings 1, 2, and 3 is basically the same as that of FIG. 7, and the first hexagonal segment Sa (the lower left portion in FIGS. 2 to 5). Segment), the one hexagonal segment Sa of the second hexagonal segment Sa (the upper segment in FIGS. 2 to 5) abuts the one inclined junctional surface Ka of the second hexagonal segment Sa. The head portion 1b of the joining fitting 1 of the second hexagonal segment Sa is fitted into the second fitting portion 2b, and the third hexagonal segment Sa (the lower right segment in FIGS. 2 to 5) is The side joint surface Ga is 1
At the same time as abutting against the side joint surface Gb of the second segment Sa, the extrusion protrusion 3c of the joint 3 is inserted into the insertion hole 1c, and the joint 1 is attached to the head 1b of the joint 1 of the second hexagonal segment Sa. The three fitting portions 3b are fitted, and one inclined joining surface Ka is abutted against another inclined joining surface Kb of the second segment Sa.

【0022】この接合操作時に挿入孔1cに挿入された
押出突起3cは、カプセル5を破ってコーキング剤cを
挿入孔1c(図2の場合)や挿入孔1cと収納孔2c、
sc(図4と図5の場合)から接合金具1、2、3どう
しの隙間gに押し出す。この際、コーキング剤cは隙間
gのセグメント厚さ方向における中央部分に押出突起3
cで強く押し出されるので、隙間gの全体にくまなく均
等にゆき渡り、隙間gを確実に閉塞する。また、挿入孔
1cや挿入孔1cと収納部2c、scに挿入された押出
突起3cは、セグメントどうしの接合力を強化する。ま
た、コーキング剤cが接着剤である場合、その接着剤に
よっても接合力が高められる。
The extruding projection 3c inserted into the insertion hole 1c during this joining operation breaks the capsule 5 and allows the caulking agent c to be inserted into the insertion hole 1c (in the case of FIG. 2) or the insertion hole 1c and the storage hole 2c.
It is extruded from the sc (in the case of FIGS. 4 and 5) into the gap g between the joints 1, 2, and 3. At this time, the caulking agent c is provided at the center of the gap g in the segment thickness direction by the extrusion protrusion 3.
Since it is strongly pushed out by c, it spreads all over the gap g evenly, and the gap g is reliably closed. Further, the insertion hole 1c and the extrusion protrusion 3c inserted into the insertion hole 1c and the storage portions 2c and sc enhance the joining force between the segments. Further, when the caulking agent c is an adhesive, the bonding strength is also increased by the adhesive.

【0023】四角形セグメントSbどうしの接合は、端
部接合面Tどうしを互いに当接させる以外は六角形セグ
メントSaと同じである。なお、図2ないし図6で左が
坑口側、右が切羽側である。
The joining of the quadrangular segments Sb is the same as the hexagonal segment Sa except that the end joining surfaces T abut against each other. 2 to 6, the left side is the wellhead side, and the right side is the face side.

【0024】本発明は上記に限られるものではなく、例
えば、下記のように変更することができる。
The present invention is not limited to the above, and can be modified as follows, for example.

【0025】すなわち、図の挿入孔1c(収納孔2c、
sc)と押出突起3cは2個設けられているが、1個以
上ならば何個でもよい。なお、孔1c、2c、scの総
容積は、通常、接合金具1、2、3の予想される隙間g
の総容積よりも充分に大きくされる。また、孔1c、2
c、scと押出突起3cの横断面形状は既述のように円
形となっているが、他の形状でもよい。押出突起3cを
先細りのテーパ状にし、孔1c、2c、scを奥窄りの
テーパ状とすることもある。場合によっては、コーキン
グ剤cをカプセル5に入れずに直接孔1c、2c、sc
に注入してもよい。
That is, the insertion hole 1c (storage hole 2c,
sc) and two extrusion protrusions 3c are provided, but may be any number as long as it is one or more. The total volume of the holes 1c, 2c, and sc is usually equal to the expected gap g of the joints 1, 2, and 3.
Is sufficiently larger than the total volume of Also, holes 1c, 2
The cross-sectional shapes of c, sc and the extrusion protrusion 3c are circular as described above, but may be other shapes. The extrusion protrusion 3c may be tapered and the holes 1c, 2c and sc may be tapered. In some cases, the holes 1c, 2c, sc
May be injected.

【0026】セグメントSa、Sbは、一般的には、プ
レキャストコンクリート製とされるが、主要部の材質は
コンクリートに限らず、他の材質、例えば鋼板等であっ
てもよい。図2ないし図5の六角形セグメントSaは図
7のセグメントと同様に、正六角形を互いに向き合う2
つの角部の突出し方向に長く伸ばした形状とされ、また
図6の四角形セグメントSbは正四角形を一方向に伸ば
した長形状とされているが、基本的な形状が六角形又は
四角形であれば、上記以外の形状、例えば、側部接合面
Ga、Gbが正確に平行でないような六角形又は四角形
であってもよい。また、平板状で円弧状に湾曲していな
くてもよい。したがって、本発明のセグメントSa、S
bは、トンネル覆工以外にも擁壁ブロックや床板などと
しても使用可能である。
The segments Sa and Sb are generally made of precast concrete, but the material of the main part is not limited to concrete, but may be other materials such as a steel plate. The hexagonal segment Sa in FIGS. 2 to 5 has regular hexagons facing each other similarly to the segment in FIG.
Each of the quadrangular segments Sb in FIG. 6 is a long rectangular shape extending in one direction. However, if the basic shape is a hexagon or a quadrangle, Alternatively, a shape other than the above, for example, a hexagon or a quadrangle in which the side joint surfaces Ga and Gb are not exactly parallel may be used. Further, the plate need not be curved in an arc shape. Therefore, the segments Sa, S of the present invention
b can be used as a retaining wall block, a floor plate, and the like in addition to the tunnel lining.

【0027】接合金具1、2、3の頭部1bと嵌合部2
b、3bの形状は図のものに限らず、種々変更すること
ができる。メス型接合金具2、3は図7の溝型鋼43と
することができる。
The heads 1b of the fittings 1, 2, and 3 and the fitting portion 2
The shapes of b and 3b are not limited to those shown in the drawings, and can be variously changed. The female joint fittings 2 and 3 can be the channel steel 43 of FIG.

【0028】[0028]

【発明の効果】以上説明したように、請求項1と請求項
2記載の発明によれば、接着剤等のコーキング剤を接合
操作時に手間をかけずに隙間に充填して液密性を高め、
また強固に接合することができるセグメントを得ること
ができる。
As described above, according to the first and second aspects of the present invention, the gap is filled with a caulking agent such as an adhesive without any trouble at the time of the joining operation to improve the liquid tightness. ,
In addition, a segment that can be firmly joined can be obtained.

【0029】また、請求項3と請求項4記載の発明によ
れば、液密性に優れ、かつ接合強度の強いトンネル等を
手際よく構築することができる。
Further, according to the third and fourth aspects of the present invention, it is possible to construct a tunnel or the like having excellent liquid tightness and high bonding strength.

【0030】また、請求項5記載の発明によれば、セグ
メントどうしの接合操作時にコーキング剤が隙間に自動
的に充填されるので、別工程でコーキング剤を充填して
いた従来の充填方法に比べてセグメントの接合作業を能
率よく行うことができる。しかも、コーキング剤は、隙
間の中央部分に強い力で押し出されて隙間の全体にくま
なく均等にゆき渡るので漏水をより確実に防止すること
ができる上、強い接合強度が得られる。
According to the fifth aspect of the present invention, since the gap is automatically filled with the caulking agent during the joining operation between the segments, the caulking agent is filled in a separate step as compared with the conventional filling method. Thus, the joining operation of the segments can be performed efficiently. In addition, the caulking agent is pushed out to the central portion of the gap with a strong force and evenly spreads over the entire gap, so that it is possible to more reliably prevent water leakage and to obtain a strong bonding strength.

【0031】請求項5のセグメント接合方法において、
コーキング剤をカプセル入りとすると、作業員がコーキ
ング剤を挿入孔等に一々注入する必要がなく、しかも目
分量によらずに所定量のコーキング剤を過不足なく隙間
に充填することができる。またコーキング剤に接着剤を
使用すると、セグメントどうしがより強固に接合される
ようになる。
[0031] In the segment joining method of claim 5,
When the caulking agent is contained in a capsule, it is not necessary for the operator to inject the caulking agent into the insertion hole or the like one by one, and the gap can be filled with a predetermined amount of the caulking agent regardless of the scale. When an adhesive is used as the caulking agent, the segments are more firmly joined to each other.

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

【図1】 オス型接合金具とメス型接合金具の外観図で
ある。
FIG. 1 is an external view of a male joint and a female joint.

【図2】 六角形セグメントの接合操作状態を示す断面
図である。
FIG. 2 is a sectional view showing a joining operation state of a hexagonal segment.

【図3】 接合終了後の六角形セグメントの断面図であ
る。
FIG. 3 is a sectional view of a hexagonal segment after joining is completed.

【図4】 他の六角形セグメントの接合操作状態を示す
断面図である。
FIG. 4 is a cross-sectional view showing a joining operation state of another hexagonal segment.

【図5】 2個のカプセルを径方向に重ねて挿入孔等に
入れた場合の断面図である。
FIG. 5 is a cross-sectional view of a case where two capsules are placed in an insertion hole or the like while being superposed in the radial direction.

【図6】 四角形セグメントの接合操作状態を示す平面
図である。
FIG. 6 is a plan view showing a joining operation state of the quadrangular segments.

【図7】 H型鋼と溝型鋼を用いた六角形セグメントの
一部破断の平面図である。
FIG. 7 is a partially broken plan view of a hexagonal segment using an H-section steel and a channel steel.

【図8】 図7の(VIII−VIII)部分の断面図である。8 is a sectional view of a portion (VIII-VIII) in FIG. 7;

【図9】 図7のセグメントの側面図である。FIG. 9 is a side view of the segment of FIG. 7;

【図10】 図7の(X−X)部分の断面図である。FIG. 10 is a cross-sectional view taken along the line (XX) of FIG. 7;

【符号の説明】[Explanation of symbols]

1 オス型接合金具 1a 金具本体 1b 頭部 1c 挿入孔 2、3 メス型接合金具 2a、3a 金具本体 2b、3b 嵌合部 2c、sc 収納孔 3c 押出突起 5 カプセル Sa 六角形セグメント Sb 四角形セグメント Ka、Kb 傾斜接合面 Ga、Gb 側部接合面 T 端部接合面 c コーキング剤 g 隙間 DESCRIPTION OF SYMBOLS 1 Male joining metal fitting 1a Metal fitting main body 1b Head 1c Insertion hole 2, 3 Female joining metal fitting 2a, 3a Metal fitting main body 2b, 3b Fitting portion 2c, sc Storage hole 3c Extrusion protrusion 5 Capsule Sa Hexagonal segment Sb Square segment Ka , Kb Inclined joint surface Ga, Gb Side joint surface T End joint surface c Caulking agent g Gap

───────────────────────────────────────────────────── フロントページの続き (72)発明者 白石 浩司 大阪府大阪市阿倍野区松崎町2丁目2番2 号 株式会社奥村組内 (72)発明者 染谷 洋樹 東京都千代田区有楽町一丁目12番1号 石 川島建材工業株式会社内 (72)発明者 橋口 彰夫 東京都千代田区有楽町一丁目12番1号 石 川島建材工業株式会社内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Koji Shiraishi, Inventor Koji Shiraishi 2-2-2, Matsuzakicho, Abeno-ku, Osaka-shi, Osaka Okumura Gumi Co., Ltd. (72) Inventor Hiroki Someya 1-12-1, Yurakucho, Chiyoda-ku, Tokyo (72) Inventor Akio Hashiguchi 1-12-1 Yurakucho, Chiyoda-ku, Tokyo Inside Ishikawashima Building Materials Co., Ltd.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 メス型の接合金具の嵌合部に頭部を嵌め
入れてセグメントどうしを接合するオス型のセグメント
用接合金具であって、 上記頭部にコーキング剤の挿入孔が上記嵌合部に対する
頭部の嵌入方向に沿って形成されたことを特徴とするセ
グメント用接合金具。
1. A male segment joint fitting for joining segments by fitting a head into a fitting portion of a female joint fitting, wherein an insertion hole for a caulking agent is fitted in the head. A joining metal fitting for a segment formed along a fitting direction of a head to a part.
【請求項2】 オス型の接合金具の頭部に嵌合部を嵌合
させてセグメントどうしを接合するメス型のセグメント
用接合金具であって、 上記嵌合部にオス型接合金具の頭部に形成された挿入孔
に挿入される押出突起が上記頭部に対する嵌合部の嵌合
方向に突出して設けられたことを特徴とするセグメント
用接合金具。
2. A female segment joining fitting for joining segments by fitting a fitting portion to a head of a male joining fitting, wherein the fitting portion has a head of the male joining fitting. And a push-out projection to be inserted into the insertion hole formed in the fitting portion is provided so as to protrude in a fitting direction of the fitting portion to the head.
【請求項3】 請求項1記載のセグメント用接合金具が
2つの傾斜接合面の角部に設けられ、請求項2記載のセ
グメント用接合金具が互いにほぼ平行な側部接合面の少
なくとも一方に設けられたことを特徴とする六角形セグ
メント。
3. The segment joint fitting according to claim 1 is provided at a corner of two inclined joining surfaces, and the segment joint fitting according to claim 2 is provided on at least one of the side joining surfaces substantially parallel to each other. Hexagonal segment characterized by being done.
【請求項4】 請求項1記載のセグメント用接合金具が
端部接合面のほぼ中央に設けられ、請求項2記載のセグ
メント用接合金具が互いにほぼ平行な側部接合面の少な
くとも一方に設けられたことを特徴とする四角形セグメ
ント。
4. The segment joint according to claim 1 is provided substantially at the center of the end joint surface, and the segment joint metal according to claim 2 is provided at at least one of the side joint surfaces substantially parallel to each other. A rectangular segment characterized by the following.
【請求項5】 1枚目のセグメントの1つのメス型接合
金具の嵌合部に2枚目のセグメントの1つのオス型接合
金具の頭部を嵌入させ、該頭部に3枚目のセグメントの
1つのメス型接合金具の嵌合部を嵌合させて請求項3又
は4記載の3枚のセグメントどうしを接合する場合に、
オス型接合金具の頭部に形成された挿入孔にメス型接合
金具の嵌合部に設けられた押出突起を挿入することによ
り、上記挿入孔及び/又は該挿入孔に連なる収納孔内の
コーキング剤を接合金具どうしの隙間に押し出して接合
することを特徴とするセグメントの接合方法。
5. The head of one male joint of the second segment is fitted into the fitting part of one female joint of the first segment, and the third segment is inserted into the head. When joining the three segments according to claim 3 or 4 by fitting the fitting portion of one of the female joining fittings,
By inserting the extrusion protrusion provided on the fitting part of the female joint fitting into the insertion hole formed in the head of the male joint fitting, the caulking in the insertion hole and / or the storage hole connected to the insertion hole is made. A segment joining method, wherein an agent is extruded into a gap between joining metal fittings to join.
【請求項6】 コーキング剤は、押出突起の挿入孔への
挿入によって破られるカプセルに入れられたことを特徴
とする請求項5記載のセグメントの接合方法。
6. The segment joining method according to claim 5, wherein the caulking agent is contained in a capsule that is broken by inserting the extrusion protrusion into the insertion hole.
【請求項7】 コーキング剤は、硬化して隙間を塞ぐ接
着液とされたことを特徴とする請求項5又は6記載のセ
グメントの接合方法。
7. The segment joining method according to claim 5, wherein the caulking agent is cured to form an adhesive liquid for closing the gap.
JP01304798A 1998-01-26 1998-01-26 Segment joining metal fitting, segment, and segment joining method Expired - Fee Related JP3462065B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP01304798A JP3462065B2 (en) 1998-01-26 1998-01-26 Segment joining metal fitting, segment, and segment joining method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP01304798A JP3462065B2 (en) 1998-01-26 1998-01-26 Segment joining metal fitting, segment, and segment joining method

Publications (2)

Publication Number Publication Date
JPH11210386A true JPH11210386A (en) 1999-08-03
JP3462065B2 JP3462065B2 (en) 2003-11-05

Family

ID=11822218

Family Applications (1)

Application Number Title Priority Date Filing Date
JP01304798A Expired - Fee Related JP3462065B2 (en) 1998-01-26 1998-01-26 Segment joining metal fitting, segment, and segment joining method

Country Status (1)

Country Link
JP (1) JP3462065B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107575245A (en) * 2017-08-21 2018-01-12 中铁隧道集团二处有限公司 A kind of laying method of anchor bar of waterproof plate in tunnels

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107575245A (en) * 2017-08-21 2018-01-12 中铁隧道集团二处有限公司 A kind of laying method of anchor bar of waterproof plate in tunnels

Also Published As

Publication number Publication date
JP3462065B2 (en) 2003-11-05

Similar Documents

Publication Publication Date Title
JP3693752B2 (en) Method and structure for joining concrete members
JPH11210386A (en) Segment joining metal fitting, segment, and method for joining segments
KR100903719B1 (en) The way manufacture of pipe lateral sweral and the lateral sweral
JP2918273B2 (en) Joining method of PC box culvert
KR100468812B1 (en) Connecting member for water proofing using in concrete structure
JPH11117692A (en) Resin-coated segment, manufacture therefor, and shield tunnel constructed thereby
CN111764438A (en) Pipe jacking method prefabricated pipe gallery joint gap waterproof structure and method
JPH0645116Y2 (en) Fume pipe joint structure for propulsion
JP4010552B2 (en) Reinforcing bar joint structure
JP3270698B2 (en) Inner resin-coated segment and tunnel constructed by inner resin-coated segment
JP3259823B2 (en) Resin coated segment
JP3696328B2 (en) Method and structure for joining concrete members
JP3462068B2 (en) Segment joining device, segment and segment joining structure
JP4798570B2 (en) Joint structure
JPH1082290A (en) Rectangular concrete segment and joining structure thereof
JPH0799031B2 (en) Concrete block joining method, concrete block used in the method, and mold device for forming joining recess of the concrete block
KR200290208Y1 (en) Connecting member for water proofing using in concrete structure
JP2957431B2 (en) Joint material for external heat insulating panel and method of connecting external heat insulating panel using the same
JPH033676Y2 (en)
JP2015164973A (en) Adhesive encapsulated in container, and adhesion method using the same
JPH0747509Y2 (en) Concrete segment
JPH04129202U (en) Plate joining member
JPS621336Y2 (en)
JPH05202699A (en) Segment
JPH0243863B2 (en)

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20030708

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20070815

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080815

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090815

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090815

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120815

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120815

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130815

Year of fee payment: 10

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees