JP3272670B2 - Segment joint structure - Google Patents
Segment joint structureInfo
- Publication number
- JP3272670B2 JP3272670B2 JP17934198A JP17934198A JP3272670B2 JP 3272670 B2 JP3272670 B2 JP 3272670B2 JP 17934198 A JP17934198 A JP 17934198A JP 17934198 A JP17934198 A JP 17934198A JP 3272670 B2 JP3272670 B2 JP 3272670B2
- Authority
- JP
- Japan
- Prior art keywords
- joining
- fitting
- fittings
- segment
- segments
- 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.)
- Expired - Lifetime
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Description
【0001】[0001]
【発明の属する技術分野】この発明は、相互に複数連結
することにより掘削穴の軸方向に筒状壁体を構成するセ
グメントの接合構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure of segments that form a cylindrical wall in an axial direction of a drilled hole by connecting a plurality of segments to each other.
【0002】[0002]
【従来の技術】トンネルを構築する方法としては、掘削
穴の内面側にセグメント(主にコンクリート製あるいは
スチール製)を組み立てて筒状壁体を構築する、いわゆ
るシールド工法が一般的である。このシールド工法に用
いられるセグメントとしては平面長方形状で円弧版状の
ものが主流であり、これらセグメント同士をボルトによ
って接合していた。このボルトでセグメント同士を接合
する構造としては、セグメントの接合面の近傍に、セグ
メントの接合面同士を当接させた際に、互いに連通する
孔部を有する継手板を埋め込んでおき、これら継手板の
孔部へボルトを挿通させ、このボルトへナットを締結さ
せて接合させる構造が一般的である。また、相互のセグ
メントにナット部材であるインサート金具を埋め込んで
おき、隣接するセグメントに貫通させたボルトを締結さ
せて互いに接合させる構造もある。2. Description of the Related Art As a method of constructing a tunnel, a so-called shield method is generally employed, in which a segment (mainly made of concrete or steel) is assembled on the inner surface side of an excavation hole to construct a cylindrical wall. As the segments used in this shield method, those having a plane rectangular shape and an arc plate shape are mainly used, and these segments are joined to each other by bolts. As a structure for joining the segments with the bolts, a joint plate having holes communicating with each other when the joint surfaces of the segments are brought into contact with each other is buried in the vicinity of the joint surface of the segments, and these joint plates are embedded. In general, a bolt is inserted into a hole of the above, and a nut is fastened and joined to the bolt. Further, there is also a structure in which an insert fitting as a nut member is embedded in each segment, and bolts penetrating adjacent segments are fastened to each other for joining.
【0003】しかしながら、このような構造では、構築
現場にて継手の接合面に形成された孔部へボルトを挿通
させ、このボルトへナットを締結させたり、相互のセグ
メントに埋め込んだインサート金具へボルトを締結させ
るという極めて煩雑な作業を要するため組立時間の短縮
には限界があり、またロボットによる自動組み付けへの
適応が困難であった。さらには、二次覆工を省略する場
合にもボルト・ナットを取り付けるためにセグメントに
形成したボルトボックスの閉塞作業を行わなければなら
ず、施工の高速化、省力化を目指す上で新たな継手構造
の開発が急務となっているのが現状であった。However, in such a structure, a bolt is inserted into a hole formed in a joint surface of a joint at a construction site, a nut is fastened to the bolt, or a bolt is inserted into an insert fitting embedded in each segment. Therefore, there is a limit in shortening the assembling time, and it is difficult to adapt to automatic assembling by a robot. Furthermore, even if the secondary lining is omitted, it is necessary to close the bolt box formed in the segment in order to install the bolt and nut, and a new joint is aimed at speeding up the construction and saving labor. At present, the development of the structure was urgently needed.
【0004】ここで、極めて容易にセグメント同士を接
合させることができる接合構造として、セグメントの接
合面の対向位置に、C型の金具を埋め込んでおき、これ
らC型の金具に両端部が係合するI型の金具を嵌め込む
ことにより、C型の金具同士をI型の金具によって連結
させ、セグメントの接合面同士を接合させる構造が開発
されており、例えば、特開平7−269297号公報等
には、セグメントの周方向への接合面に、掘削穴の軸方
向へ沿う断面C字状の溝部を有する溝状部材をセグメン
トの幅全体にわたって設け、セグメントの周方向への接
合面同士を突き合わせることにより溝部から形成される
係合孔へ、I型の係合部材を挿入して溝状部材同士を連
結させるものが示されている。Here, as a joining structure for joining the segments very easily, C-shaped fittings are embedded at positions opposing the joining surfaces of the segments, and both ends are engaged with these C-shaped fittings. A structure has been developed in which C-shaped fittings are connected to each other by I-shaped fittings by joining the I-shaped fittings, and the joining surfaces of the segments are joined to each other, for example, JP-A-7-269297. A groove-shaped member having a C-shaped cross-section extending along the axial direction of the excavation hole is provided over the entire width of the segment on the joint surface in the circumferential direction of the segment, and the joint surfaces in the circumferential direction of the segment are butted together. In this case, an I-shaped engaging member is inserted into an engaging hole formed by the groove to connect the groove-shaped members to each other.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、このよ
うに、C字状の溝部を有する溝状部材をセグメントの幅
全体にわたって設けた構造の場合、この溝状部材を高精
度に形成しないと係合部材による連結強度が幅方向に沿
って偏ってしまう。However, in the case of such a structure in which the groove-shaped member having the C-shaped groove is provided over the entire width of the segment, the engagement is required unless the groove-shaped member is formed with high precision. The connection strength of the members is deviated along the width direction.
【0006】この場合、例えば、特開平9−19568
9号公報及び特開平9−242483号公報等に示され
ているように、セグメントの周方向への接合面に、掘削
穴の軸方向へ間隔をあけてC型金具を設け、セグメント
の周方向への接合面同士を突き合わせた状態にて、各C
型金具同士にI型(H型)の金具を掘削穴軸方向へそれ
ぞれ嵌合させてC型金具同士を連結させれば、セグメン
トの幅方向の複数箇所にてセグメントの接合を行うこと
ができ、セグメント同士を周方向に偏りなく接合させる
ことができるが、この場合は、抗口側のC型金具を接合
させるI型金具を、予め接合面に保持させるための保持
金具等が必要となり、コストアップを招いてしまう。し
かも、セグメント同士の接合前に保持金具へI型金具を
保持させる作業が必要となり、作業の煩雑化を招いてし
まうとともに、セグメント接合時に、保持金具からI型
金具が脱落する恐れもある。しかも、この場合、特に、
抗口側のI型金具が嵌合方向後方側へずれて、確実な接
合力が得られなくなる恐れもあった。In this case, for example, Japanese Patent Application Laid-Open No. 9-19568
No. 9 and Japanese Unexamined Patent Publication No. 9-242483, etc., a C-shaped bracket is provided on the joint surface in the circumferential direction of the segment at intervals in the axial direction of the excavation hole, and the circumferential direction of the segment is provided. With the joining surfaces to
If I-type (H-type) metal fittings are fitted to each other in the axial direction of the excavation hole and the C-shaped metal fittings are connected to each other, the segments can be joined at a plurality of locations in the width direction of the segments. It is possible to join the segments without bias in the circumferential direction, but in this case, an I-shaped fitting for joining the C-shaped fitting on the back side, a holding fitting for holding the joining face in advance is necessary, and the like. This leads to increased costs. In addition, it is necessary to hold the I-shaped fitting on the holding fitting before the segments are joined to each other, which complicates the operation and may cause the I-shaped fitting to fall off from the holding fitting at the time of joining the segments. And in this case, in particular,
There is a possibility that the I-shaped metal fitting on the side of the door shifts rearward in the fitting direction, so that a reliable joining force cannot be obtained.
【0007】また、特開平7−35596号公報等に示
されているように、セグメントの接合面における内面側
を切り欠いてセグメントの接合面同士を突き合わせた際
に内面側に凹部が形成されるようにし、この凹部から抗
口側及び切り羽側のC型金具へI型金具をそれぞれ嵌合
させる構造もあるが、このように接合面における内面側
を切り欠くことにより、セグメントの接合面近傍におけ
る強度低下を招いてしまい、また、内面側に形成された
凹部の閉塞作業も行わなければならないという問題があ
った。Further, as shown in Japanese Patent Application Laid-Open No. 7-35596, a concave portion is formed on the inner surface side when the inner surface side of the joint surface of the segment is cut out and the joined surfaces of the segments are butted together. As described above, there is also a structure in which the I-shaped fitting is respectively fitted from the concave portion to the C-shaped fitting on the entrance side and the cutting face side. In addition, there is a problem that the strength of the above-described method is reduced, and that the work of closing the concave portion formed on the inner surface side must be performed.
【0008】また、特開平8−93391号公報、特開
平8−184296号公報、特開昭63−118497
号公報あるいは実開昭64−47899号公報等には、
接合面に複数のC型金具を間隔をあけて設け、セグメン
トの接合面を突き合わせた状態にてセグメントの内面側
からI型金具を嵌め込む技術も開示されているが、この
場合、内面側に開口部が形成されてしまうため、その閉
塞作業を行わなければならないという問題があった。Further, Japanese Patent Application Laid-Open Nos. 8-93391, 8-184296 and 63-118497
No., Japanese Utility Model Publication No. 64-47899, etc.
A technique is also disclosed in which a plurality of C-shaped fittings are provided at intervals on a joining surface, and an I-shaped fitting is fitted from the inner surface side of the segment in a state where the joining surfaces of the segments are abutted. Since an opening is formed, there has been a problem that the closing operation has to be performed.
【0009】この発明は、上記事情に鑑みてなされたも
ので、セグメントの強度低下を招くことなく、軸方向の
複数箇所にて偏りや緩みなく接合することができ、しか
も、セグメントの内面側における凹部の閉塞作業を行う
必要のないセグメントの接合構造を提供することを目的
としている。SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and can be joined without unevenness or looseness at a plurality of locations in the axial direction without lowering the strength of the segments. It is an object of the present invention to provide a joining structure of segments that does not need to perform a work of closing a concave portion.
【0010】[0010]
【課題を解決するための手段】上記目的を達成するため
に、請求項1記載のセグメントの接合構造は、掘削穴内
にて、互いの接合面同士を突き合わせた状態で接合され
て、トンネル壁体を構成するセグメントの接合構造であ
って、互いに接合される接合面には、前記掘削穴の軸方
向に沿って接合溝部が形成され、該接合溝部には、間隔
をあけて複数の接合金具が設けられ、これら接合金具が
連結金具によって互いに連結され、前記接合金具は、互
いに対向させて設けられ、端部が内方に屈曲した係止片
部とされた一対の鉤形の係止部を有し、前記連結金具
は、板状の連結金具本体の両側部に、前記係止部同士の
間に形成された係合空間内に嵌合して前記係止片部と係
合する係止面を有する係合部が設けられ、前記セグメン
トの接合面同士を突き合わせることにより、前記接合溝
部同士によって形成された挿通穴内に、一方側から前記
連結金具を順に挿入することにより、奥側の接合金具か
ら順に前記連結金具の係合部が前記係合空間内に配置さ
れて、前記接合金具同士が連結されてなり、前記連結金
具の係合部の係合面は、挿入穴への挿入方向後方へ向か
って次第に近接するテーパ面とされ、前記接合金具の係
止片部は、前記係合面と係合する係止面が前記係合面と
同一方向へ傾斜したテーパ面とされ、奥側の接合金具を
互いに連結させる連結金具は、その係合部同士の最小間
隔が、手前側の接合金具の係止片部の内面同士の最大間
隔より大きくされて前記係合部が手前側の接合金具の係
合空間を通過可能とされていることを特徴としている。In order to achieve the above object, a segment joining structure according to the first aspect of the present invention is joined to a tunnel wall body in a drilled hole with the joining surfaces of the segments facing each other. In the joining structure of the segments constituting, a joining groove portion is formed along the axial direction of the excavation hole on a joining surface joined to each other, and a plurality of joining fittings are provided at intervals in the joining groove portion. The joining metal fittings are connected to each other by a connecting metal fitting, and the joining metal fittings are provided so as to face each other, and have a pair of hook-shaped locking portions each having an inwardly bent locking piece. a, the connecting fittings, on both sides of the plate-shaped connecting fitting body, the locking portion engaging for engagement with the engaging piece fitted in the formed engagement space between the adjacent An engaging portion having a surface is provided, and the joining surfaces of the segments project from each other. By fitting, by sequentially inserting the connecting metal fittings from one side into the insertion holes formed by the connecting groove portions, the engaging portions of the connecting metal fittings are sequentially arranged in the engaging space from the rearmost connecting metal fitting. is arranged, the joint device together is coupled, the connecting gold
The engaging surface of the engaging portion of the tool is directed rearward in the insertion direction into the insertion hole.
And the taper surface gradually approaches to
In the stop piece portion, the locking surface that engages with the engaging surface is the same as the engaging surface.
The connecting fittings, which are tapered surfaces inclined in the same direction and connect the joining fittings on the back side to each other, have a minimum distance between their engaging portions.
The gap is the maximum distance between the inner surfaces of the locking pieces of the joining metal fitting on the near side.
It is characterized in that the engagement portion is made larger than the gap so as to be able to pass through the engagement space of the front joint fitting.
【0011】[0011]
【0012】請求項2記載のセグメントの接合構造は、
請求項1記載のセグメントの接合構造において、前記セ
グメントの接合面に、厚さ方向に間隔をあけて複数の接
合溝部が形成され、これら接合溝部には、それぞれ長手
方向へ間隔をあけて複数の前記接合金具が設けられ、こ
れら接合金具が互いに前記連結金具によって連結される
ことを特徴としている。請求項3記載のセグメントの接
合構造は、請求項1または請求項2記載のセグメントの
接合構造において、前記接合金具が、前記係止部の肉厚
が前記連結金具の挿入方向後方側へ向かって次第に厚く
されていることを特徴としている。According to a second aspect of the present invention,
2. The segment joining structure according to claim 1 , wherein a plurality of joining grooves are formed on a joining surface of the segments at intervals in a thickness direction, and a plurality of joining grooves are formed at intervals in the longitudinal direction. The invention is characterized in that the joining fittings are provided, and the joining fittings are connected to each other by the connecting fittings. According to a third aspect of the present invention, in the segment joining structure according to the first or second aspect , the joining fitting has a thickness of the locking portion that is rearward in a direction of insertion of the connecting fitting. It is characterized by being gradually thickened.
【0013】請求項4記載のセグメントの接合構造は、
請求項1〜3のいずれか1項記載のセグメントの接合構
造において、前記接合金具が、前記係止部の外面に、前
記連結金具の挿入方向と交差する方向に複数のリブが形
成されていることを特徴としている。請求項5記載のセ
グメントの接合構造は、請求項1〜4のいずれか1項記
載のセグメントの接合構造において、前記セグメントが
コンクリートから成形され、前記接合金具には、前記セ
グメントを構成するコンクリートに埋設される複数のア
ンカー筋が連結されていることを特徴としている。請求
項6記載のセグメントの接合構造は、請求項5記載のセ
グメントの接合構造において、前記アンカー筋の端部
に、このアンカー筋の軸線と略直交する面に支圧板が一
体に形成されていることを特徴としている。According to a fourth aspect of the present invention,
The segment joining structure according to any one of claims 1 to 3 , wherein the joining fitting has a plurality of ribs formed on an outer surface of the locking portion in a direction intersecting an insertion direction of the connecting fitting. It is characterized by: The joining structure of a segment according to claim 5 is the joining structure of the segment according to any one of claims 1 to 4 , wherein the segment is formed of concrete, and the joining fitting is formed of concrete forming the segment. It is characterized in that a plurality of embedded anchor bars are connected. Claim
The joint structure of the segment according to claim 6 is the joint structure of the segment according to claim 5 , wherein a support plate is integrally formed on an end of the anchor bar on a surface substantially orthogonal to an axis of the anchor bar. It is characterized by.
【0014】請求項7記載のセグメントの接合構造は、
請求項1〜6のいずれか1項記載のセグメントの接合構
造において、前記接合溝部からなる挿通穴に、前記連結
金具同士の間、及び最後に嵌合させた連結金具の挿入方
向後方側にスペーサが嵌め込まれていることを特徴とし
ている。請求項8記載のセグメントの接合構造は、請求
項1〜7のいずれか1項記載のセグメントの接合構造に
おいて、前記セグメントの内面に、前記接合溝部と連通
する注入孔が形成され、前記連結金具による前記接合金
具同士の連結後に、前記注入孔から前記接合溝部からな
る挿通穴内に充填材が注入されることを特徴としてい
る。According to a seventh aspect of the present invention,
The joining structure for a segment according to any one of claims 1 to 6 , wherein a spacer is provided in the insertion hole formed by the joining groove, between the connecting fittings, and rearward in the insertion direction of the last fitting fitting. Is fitted. Joint structure segment according to claim 8, wherein
Item 8. In the joint structure for a segment according to any one of Items 1 to 7 , an injection hole communicating with the joint groove portion is formed on an inner surface of the segment, and the joint hole is connected to the joint hole by the joint metal. Thus, a filler is injected into the insertion hole formed by the joining groove.
【0015】[0015]
【発明の実施の形態】以下、本発明の実施の形態のセグ
メントの接合構造を図によって説明する。図1〜図5に
おいて、符号1は、セグメントである。このセグメント
1は、平面視長方形状に形成されたコンクリート製のも
のであり、これらセグメント1の周方向への接合面1a
を互いに接合させることにより、掘削穴内にて筒状壁体
を構成するリングが構築されるようになっている。そし
て、このリングを掘削穴の軸方向へ互いに接合させるこ
とにより、筒状壁体が構築されるようになっている。こ
れらセグメント1には、周方向への接合面1aに、セグ
メント1の厚さ方向に2列の接合溝部2が形成されてい
る。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a structure for joining segments according to an embodiment of the present invention. 1 to 5, reference numeral 1 denotes a segment. The segments 1 are made of concrete formed in a rectangular shape in a plan view, and the joining surfaces 1a of these segments 1 in the circumferential direction.
Are joined to each other so that a ring constituting a cylindrical wall body is formed in the excavation hole. Then, by joining the rings to each other in the axial direction of the excavation hole, a cylindrical wall body is constructed. In these segments 1, two rows of joining grooves 2 are formed in the joining surface 1 a in the circumferential direction in the thickness direction of the segments 1.
【0016】これら接合溝部2には、それぞれ掘削穴の
軸方向に沿って複数のC型の接合金具3が設けられてお
り、これら接合金具3同士が、それぞれI型の連結金具
4によって互いに連結されている。図6〜図8にも示す
ように、接合金具3は、係止片部5を有する鉤形に形成
された一対の係止部6が互いに対向位置に設けられたも
ので、これら係止部6同士によって形成された空間が連
結金具4の係合部7が係合する係合空間8とされてい
る。また、係止片部5の内面からなる係止面9は、連結
金具4の挿入方向イへ向かって狭まるテーパ面とされて
いる。つまり、セグメント1の接合面1a同士を突き合
わせた状態にて、互いに対向する接合金具3の係止面9
が、連結金具4の挿入方向後方へ向かって次第に近接す
るテーパ面とされている。この接合金具3には、ミリネ
ジからなるアンカー筋連結めねじ部10が形成されてお
り、これらアンカー筋連結めねじ部10には、それぞれ
アンカー筋11がねじ込まれて連結されている。これら
アンカー筋11の端部には、アンカー筋11の軸線と略
直交する支圧板12が一体成形されている。A plurality of C-shaped fittings 3 are provided in each of the joining grooves 2 along the axial direction of the excavation hole, and these joining fittings 3 are connected to each other by I-shaped connecting fittings 4. Have been. As shown in FIGS. 6 to 8, the joining fitting 3 is provided with a pair of hook-shaped locking portions 6 having locking pieces 5 provided at opposing positions. The space formed by the 6 is an engagement space 8 with which the engagement portion 7 of the connection fitting 4 engages. The locking surface 9 formed by the inner surface of the locking piece 5 is a tapered surface that narrows in the insertion direction A of the connection fitting 4. That is, in a state where the joining surfaces 1a of the segments 1 abut against each other, the engaging surfaces 9 of the joining fittings 3 facing each other.
Are tapered surfaces that gradually approach rearward in the insertion direction of the connection fitting 4. The joint metal member 3 is formed with a female thread 10 for connecting an anchor bar made of a millimeter screw, and an anchor bar 11 is screwed and connected to the female thread 10 for connecting an anchor bar. A support plate 12 that is substantially perpendicular to the axis of the anchor bar 11 is integrally formed at the end of the anchor bar 11.
【0017】また、この接合金具3は、係止部6を構成
する側壁部6aが、連結金具4の挿入方向後方側へ向か
って次第に厚くされており、さらに、前記アンカー筋1
1との連結位置には、連結金具4の挿入方向イと交差す
る方向に、複数のリブ13が形成されている。Further, in the joint 3, the side wall 6 a constituting the locking portion 6 is gradually thicker toward the rear side in the insertion direction of the connecting member 4.
A plurality of ribs 13 are formed at the connection position with the first bracket 1 in a direction intersecting the insertion direction A of the connection fitting 4.
【0018】これら接合金具3を連結する連結金具4
は、図9にも示すように、断面I字型に形成されたもの
で、連結金具本体21の両側部が前述したように接合金
具3の係合空間8内に嵌合する係合部7とされている。
連結金具本体21は、接合金具3を構成する係止部6の
係止片部5同士の隙間よりも薄く形成されて挿通可能と
されており、係合部7は、係止片部5同士の隙間よりも
厚く形成されている。また、接合金具3の係止片部5の
係止面9と当接して係合する連結金具4の係合部7に形
成された係合面22は、接合金具3の係止面9と同様
に、挿入方向後方へ向かって近接するテーパ面とされて
いる。A connecting fitting 4 for connecting these joining fittings 3
As shown also in FIG. 9, is formed in an I-shaped cross section, and the both sides of the connection fitting main body 21 are fitted into the engagement spaces 8 of the joining fitting 3 as described above. It has been.
The connecting metal body 21 is formed thinner than the gap between the locking pieces 5 of the locking parts 6 of the bonding metal 3 and can be inserted therethrough. Is formed thicker than the gap. Further, the engaging surface 22 formed on the engaging portion 7 of the connecting fitting 4 which comes into contact with and engages with the locking surface 9 of the locking piece 5 of the joining fitting 3 is in contact with the engaging surface 9 of the joining fitting 3. Similarly, it is a tapered surface approaching rearward in the insertion direction.
【0019】ここで、接合金具3は、接合溝部2内にお
ける掘削穴の抗口側、つまり、既設のリングへの接合側
が抗口側接合金具3Aとされ、掘削穴の切り羽側、つま
り、地盤を掘削するシールドマシンが設けられている側
が切り羽側接合金具3Bとされている。これに対して、
各連結金具4は、抗口側接合金具3A同士を連結するも
のが、抗口側連結金具4Aとされ、切り羽側接合金具3
B同士を連結するものが、切り羽側連結金具4Bとされ
ている。そして、セグメント1の接合面2同士を互いに
突き合わせた状態にて、互いの接合溝部2から形成され
た挿通穴23に抗口側連結金具4Aを挿通した際に、こ
の抗口側連結金具4Aの係合部7が、切り羽型連結金具
3Bの係合空間8内を通過し、抗口側連結金具3Aに係
合するようになっている。つまり、抗口側連結金具4A
の係合部7同士の最小間隔L1が、セグメント1の接合
面1a同士を突き合わせた状態における切り羽側接合金
具3Bの係止片部5内面の最大間隔L2よりも大きくさ
れており、また、抗口側連結金具4Aの最大幅寸法L3
が、セグメント1の接合面1a同士を突き合わせた状態
における切り羽側接合金具3Bの係合空間8を形成する
底部同士の間隔L4よりも小さくされている(図3参
照)。なお、上記接合金具3及び連結金具4は、いずれ
も角部がR加工されて、応力集中が生じないようになっ
ている。In this case, the joining metal fitting 3 is formed such that the pit side of the digging hole in the joining groove 2, that is, the joining side to the existing ring is the pit side joining metal fitting 3 A, and the face of the digging hole, that is, The side on which the shield machine for excavating the ground is provided is a face-face-side joint fitting 3B. On the contrary,
The connection metal fittings 4 that connect the entrance-side joining metal fittings 3A to each other are referred to as an entrance-side joining metal fitting 4A, and
What connects B to each other is a face-side connecting metal fitting 4B. Then, in a state where the joining surfaces 2 of the segments 1 abut against each other, when the mouth opening side connection fitting 4A is inserted into the insertion hole 23 formed from the joining groove portion 2 of each other, when the mouth opening side connection fitting 4A is inserted. The engaging portion 7 passes through the engaging space 8 of the face-shaped connecting metal fitting 3B and engages with the rear-end connecting metal fitting 3A. In other words, the entrance-side connection fitting 4A
The minimum distance L1 between the engaging portions 7 is larger than the maximum distance L2 between the inner surfaces of the locking pieces 5 of the face-side joining metal fitting 3B in a state where the joining surfaces 1a of the segments 1 abut each other. Maximum width dimension L3 of the entrance-side connecting bracket 4A
Is smaller than the interval L4 between the bottoms forming the engagement space 8 of the face-side joining metal fitting 3B in a state where the joining surfaces 1a of the segments 1 abut against each other (see FIG. 3). In addition, the joining metal fitting 3 and the connecting metal fitting 4 are both rounded at their corners so that stress concentration does not occur.
【0020】次に、互いのセグメント1同士を接合する
場合について図10〜図13によって説明する。セグメ
ント1同士を接合するには、まず、これらセグメント1
の周方向の接合面1a同士を互いに当接させる。このよ
うにすると、それぞれのセグメント1の接合面1aに形
成された接合溝部2同士が互いに突き合わされて挿通穴
23とされる。この状態において、まず、抗口側連結金
具4Aを挿通穴23から挿入して押し込む。Next, the case where the segments 1 are joined to each other will be described with reference to FIGS. To join segments 1, first,
Are brought into contact with each other in the circumferential direction. In this manner, the joining grooves 2 formed on the joining surfaces 1a of the respective segments 1 abut each other to form the insertion holes 23. In this state, first, the entrance-side connecting metal fitting 4A is inserted from the insertion hole 23 and pushed in.
【0021】このようにすると、この抗口側連結金具4
Aが、まず、切り羽側接合金具3B間を通過し、さら
に、押し込むことにより、この抗口側連結金具4Aが抗
口側接合金具3Aに到達し、この抗口側接合金具3Aに
嵌合される。つまり、この抗口側連結金具4Aの係合部
7が抗口側接合金具3Aの係合空間8内に嵌合して、そ
れぞれの抗口側接合金具3Aが抗口側連結金具4Aによ
って互いに連結される(図10参照)。ここで、この抗
口側連結金具4Aの係合部7のテーパ面からなる係合面
22が抗口側接合金具3Aの係止片部5のテーパ面から
なる係止面9に当接してスライドすることにより、それ
ぞれの抗口側接合金具3A同士が互いに引き寄せられ
る。In this way, the door-side connecting fitting 4
A first passes between the face-side joining metal fittings 3B, and is further pushed in, so that the opening-side connecting metal fitting 4A reaches the opening-side joining metal fitting 3A and is fitted to the opening-side joining metal fitting 3A. Is done. That is, the engaging portion 7 of the mouthpiece-side connecting metal fitting 4A is fitted in the engagement space 8 of the mouthpiece-side connecting metal fitting 3A, and the respective mouthpiece-side connecting metal fittings 3A are mutually connected by the mouthpiece-side connecting metalwork 4A. They are connected (see FIG. 10). Here, the engaging surface 22 formed of the tapered surface of the engaging portion 7 of the opening-side connecting metal fitting 4A comes into contact with the locking surface 9 formed of the tapered surface of the locking piece 5 of the opening-side connecting metal fitting 3A. By sliding, the respective mouth-side joining metal fittings 3A are attracted to each other.
【0022】次に、挿通穴23へ樹脂等から形成された
スペーサ24を挿入する(図11参照)。その後、挿通
穴23へ切り羽側連結金具4Bを挿入して押し込む。こ
のようにすると、この切り羽側連結金具4Bが、切り羽
側接合金具3Bに嵌合される。つまり、この切り羽側連
結金具4Bの係合部7が切り羽側接合金具3Bの係合空
間8内に嵌合して、それぞれの切り羽側接合金具3Bが
切り羽側連結金具4Bによって互いに連結される(図1
2参照)。この場合も、切り羽側連結金具4Bの係合部
7のテーパ面からなる係合面22が切り羽側接合金具3
Bの係止片部5のテーパ面からなる係止面9に当接して
スライドすることにより、それぞれの切り羽側接合金具
3B同士が互いに引き寄せられる。さらに、挿入穴23
に樹脂等から形成されたスペーサ25を嵌め込んでセグ
メント1同士の接合を完了させる(図13参照)。Next, a spacer 24 made of resin or the like is inserted into the insertion hole 23 (see FIG. 11). After that, the cutting-face-side connecting metal fitting 4B is inserted into the insertion hole 23 and pushed. In this manner, the face-side connecting metal fitting 4B is fitted to the face-side connecting metal fitting 3B. That is, the engaging portions 7 of the face-side connecting metal fittings 4B are fitted into the engaging spaces 8 of the face-side connecting metal fittings 3B, and the respective face-side connecting metal fittings 3B are mutually connected by the face-side connecting metal fitting 4B. Connected (Fig. 1
2). Also in this case, the engaging surface 22 formed of the tapered surface of the engaging portion 7 of the face-side connecting metal fitting 4B has the face-side connecting metal fitting 3.
By sliding in contact with the locking surface 9 of the locking piece portion 5 of B, which is a tapered surface, the respective cutting-face-side joining metal fittings 3B are drawn to each other. Further, the insertion hole 23
A spacer 25 formed of a resin or the like is fitted into each of the segments to complete the joining of the segments 1 (see FIG. 13).
【0023】このように、上記実施の形態のセグメント
の接合構造によれば、セグメント1の接合面1a同士を
互いに突き合わせることにより、接合溝部2同士から形
成された挿通穴23へ抗口側連結金具4A、切り羽側連
結金具4Bを順に挿入し、それぞれ抗口側接合金具3A
同士、切り羽側接合金具3B同士を連結させることによ
り、極めて容易に、セグメント1を幅方向の複数箇所に
て偏りなく接合させることができる。As described above, according to the segment joining structure of the above embodiment, the joining surfaces 1a of the segments 1 abut against each other, thereby connecting to the insertion hole 23 formed from the joining grooves 2 on the back opening side. The metal fittings 4A and the face-side connecting metal fittings 4B are inserted in this order, and the entrance-side joining metal fittings 3A are respectively provided.
The segments 1 can be extremely easily joined at a plurality of locations in the width direction without bias by connecting the face-to-face and face-face joining fittings 3B to each other.
【0024】また、抗口側連結金具4Aが切り羽側接合
金具4Bを通過するようにしたので、抗口側連結金具4
A及び切り羽側連結金具4Bを、それぞれ切り羽側の端
面側から挿入してそれぞれ抗口側接合金具3A、切り羽
側接合金具3Bへ嵌合させることができる。これによ
り、従来のように、セグメントの接合面に抗口側のI型
の金具を保持させたり、セグメントの接合面部分を内面
側から切り欠いてセグメントの接合面同士を突き合わせ
た際に内面側に凹部が形成されるようにし、この凹部か
ら接合金具へ連結金具を嵌合させる構造と比較して、接
合作業の煩雑化や接合箇所における接合強度の低下を招
くことなく、セグメント同士を極めて容易にかつ一方向
から接合させることができる。また、セグメント1の厚
さ方向に、2列の接合溝部2を形成し、これら接合溝部
2にて接合金具3同士を連結金具4によって連結させた
ので、互いのセグメント1同士の接合強度を大幅に向上
させることができる。[0024] Further, since the flank side connection fitting 4A is made to pass through the cutting face side bonding metal 4B, the flank side connection metal fitting 4B is provided.
A and the face-side connecting fitting 4B can be inserted from the end face side on the face side, respectively, and fitted to the front-side joining fitting 3A and the face-side joining fitting 3B, respectively. As a result, as in the prior art, the I-shaped metal fitting on the back end is held on the joint surface of the segment, or the joint surface of the segment is cut off from the inner surface side and the joint surface of the segment is brought into contact with the inner surface. In comparison with a structure in which a concave portion is formed in the concave portion and the connecting metal fitting is fitted to the connecting metal member from the concave portion, the segments can be extremely easily formed without complicating the joining operation and lowering the joining strength at the joint portion. And from one direction. Further, since two rows of joining grooves 2 are formed in the thickness direction of the segments 1 and the joining fittings 3 are connected to each other by the joining fittings 4 in these joining grooves 2, the joining strength between the segments 1 is greatly increased. Can be improved.
【0025】また、接合金具3の係止部6の肉厚を、連
結金具4の挿入方向後方側へ向かって次第に厚くしたの
で、連結金具4の係合部7の係合面22と係合する係止
面9がテーパ面とされて係止片部5の強度が、連結金具
4の挿入方向前方側と比較して若干低い挿入方向後方側
の強度を高めることができる。しかも、接合金具3の係
止部6の外面に複数のリブ13を形成したので、この係
止部6の強度をさらに向上させることができる。また、
接合金具3に連結された複数のアンカー筋11によっ
て、接合金具3を、セグメント1を構成するコンクリー
トに確実に定着させることができる。しかも、アンカー
筋11の端部に支圧板12を設けたので、セグメント1
を構成するコンクリートとの定着力を大幅に高めること
ができる。この場合、コンクリートの支圧強度、せん断
強度とアンカー筋11との強度がバランスをとれるよう
に設計する。なお、このアンカー筋11としては、セグ
メント1を構成するコンクリートと充分に定着力を得る
ことができるのであれば、端部に支圧板12が形成され
ていない一般的に用いられるアンカー筋11でも良いこ
とは勿論である。Further, the thickness of the engaging portion 6 of the joining metal member 3 is gradually increased toward the rear side in the insertion direction of the connecting metal member 4, so that the engaging portion 22 of the connecting metal member 4 engages with the engaging surface 22 of the engaging part 7. The locking surface 9 is a tapered surface, so that the strength of the locking piece 5 is slightly lower than the front side of the connecting fitting 4 in the insertion direction, so that the strength of the rear side in the insertion direction can be increased. In addition, since the plurality of ribs 13 are formed on the outer surface of the locking portion 6 of the joint 3, the strength of the locking portion 6 can be further improved. Also,
By the plurality of anchor bars 11 connected to the joint 3, the joint 3 can be reliably fixed to the concrete constituting the segment 1. Moreover, since the support plate 12 is provided at the end of the anchor bar 11, the segment 1
The fixing power with the concrete which constitutes can be greatly increased. In this case, the concrete is designed so that the bearing strength and shear strength of the concrete and the strength of the anchor bar 11 can be balanced. In addition, as the anchor bar 11, a generally used anchor bar 11 having no supporting plate 12 at the end may be used as long as the anchor bar 11 can obtain a sufficient fixing force with the concrete constituting the segment 1. Of course.
【0026】また、抗口側連結金具4Aと切り羽側連結
金具4Bとの間及び切り羽側連結金具4Bの後方側にス
ペーサ24、25を嵌め込んだので、これら抗口側連結
金具4A、切り羽側連結金具4Bの挿入方向後方側への
移動がスペーサ24、25によって禁止され、抗口側接
合金具3A、切り羽側接合金具3Bからの抗口側連結金
具4A、切り羽側連結金具4Bの緩みを確実に防止する
ことができる。Further, since the spacers 24 and 25 are fitted between the opening-side connection fitting 4A and the face-side connection fitting 4B and on the rear side of the face-side connection fitting 4B, these opening-side connection fittings 4A, The movement of the face-side connecting fitting 4B to the rear side in the insertion direction is prohibited by the spacers 24 and 25, and the front-side connecting fitting 3A, the front-side connecting fitting 4A from the face-side connecting fitting 3B, and the face-side connecting fitting. 4B can be reliably prevented from loosening.
【0027】図14及び図15に示すものは、セグメン
ト1の内面側から挿通穴23を構成する接合溝2内に連
通する注入孔26を形成し、抗口側連結金具4A及び切
り羽側連結金具4Bをそれぞれ抗口側接合金具3A及び
切り羽側接合金具3Bへ嵌合させるとともに、これらの
間及び挿通穴23の開口部側にスペーサ24、25を嵌
め込んだ後に、注入孔26からモルタル(充填材)27
を注入し、挿通穴23内に充填しても良い。そして、こ
のように、挿通穴23内にモルタル27を充填させるこ
とにより、連結金具4による接合金具3同士の接合状態
を確実に維持させることができるとともに、接合溝部2
内における止水効果を得ることができ、これにより、連
結金具4及び接合金具3等の腐食を防止することができ
る。14 and 15, the injection hole 26 communicating from the inner surface side of the segment 1 to the joining groove 2 forming the insertion hole 23 is formed, and the opening-side connection metal fitting 4A and the face-side connection are formed. After fitting the metal fittings 4B to the mouth-side joining metal fittings 3A and the face-side joining metal fittings 3B, and fitting the spacers 24 and 25 between them and into the opening side of the insertion hole 23, the mortar is inserted through the injection hole 26. (Filler) 27
May be injected and filled in the insertion hole 23. By filling the insertion hole 23 with the mortar 27 in this way, the joining state of the joining fittings 3 by the connecting fittings 4 can be reliably maintained, and the joining groove 2 can be maintained.
It is possible to obtain a water stopping effect in the inside, and thereby it is possible to prevent corrosion of the connecting fitting 4 and the joining fitting 3 and the like.
【0028】なお、上記の例では、連結金具4の係合部
7の係合面22を、挿入穴23への挿入方向後方へ向か
って次第に近接するテーパ面とし、接合金具3の係止片
部5の係合面22と係合する係止面9を、係合面22と
同一方向へ傾斜したテーパ面として、連結金具4の挿入
力によって接合金具3同士を引き付けて、セグメント1
同士を互いに引き付けた状態に接合させたが、例えば、
内圧が加わらないトンネル壁体のように、土圧によって
周方向への接合面1a同士が密着する接合箇所において
は、セグメント1同士の接合時に、これらセグメント1
の接合面1a同士を引き付ける必要がないため、連結金
具4及び接合金具3として、それぞれの係合面22及び
係止面9がテーパ面とされていないストレートのものを
用い、連結金具4を、その係合部7が接合金具3の係合
空間8内へ配置されるように設置させれば良い。In the above example, the engaging surface 22 of the engaging portion 7 of the connecting member 4 is a tapered surface that gradually approaches rearward in the insertion direction into the insertion hole 23, and The engaging surface 9 engaging with the engaging surface 22 of the portion 5 is formed as a tapered surface inclined in the same direction as the engaging surface 22, and the joining fittings 3 are attracted to each other by the insertion force of the connecting fitting 4, so that the segment 1
Although they were joined together in a state where they were attracted to each other, for example,
At a joining portion where the joining surfaces 1a in the circumferential direction are closely contacted by the earth pressure, such as a tunnel wall to which internal pressure is not applied, when the segments 1 are joined to each other, these segments 1
Since there is no need to attract the joining surfaces 1a of each other, the connecting fittings 4 and the joining fittings 3 are straight members in which the respective engaging surfaces 22 and the locking surfaces 9 are not tapered. What is necessary is just to install so that the engagement part 7 may be arrange | positioned in the engagement space 8 of the joint fitting 3. FIG.
【0029】[0029]
【発明の効果】以上、説明したように、本発明のセグメ
ントの接合構造によれば下記の効果を得ることができ
る。請求項1記載のセグメントの接合構造によれば、セ
グメントの接合面同士を互いに突き合わせることによ
り、接合溝部同士から形成された挿通穴へ複数の連結金
具を順に挿入し、それぞれの接合金具の係合空間に連結
金具の係合部を嵌合させることにより、極めて容易に、
セグメントを幅方向の複数箇所にて偏りなく接合させる
ことができる。また、奥側連結金具が手前側接合金具を
通過するようにしたので、奥側連結金具及び手前側連結
金具を、それぞれ順に挿入してそれぞれの接合金具間に
嵌合させることができる。これにより、従来のように、
セグメントの接合面に抗口側のI型の金具を保持させた
り、セグメントの接合面部分を切り欠いてセグメントの
接合面同士を突き合わせた際に内面側に凹部が形成され
るようにし、この凹部から接合金具へ連結金具を嵌合さ
せる構造と比較して、接合作業の煩雑化や接合箇所にお
ける接合強度の低下を招くことなく、セグメント同士を
極めて容易に接合させることができる。しかも、連結金
具の係合部の係合面が、挿入穴への挿入方向後方へ向か
って次第に近接するテーパ面とされ、接合金具の係止片
部の係合面と係合する係止面が、係合面と同一方向へ傾
斜したテーパ面とされているので、連結金具を挿入して
連結金具の係合部を接合金具の係合空間内へ配置させた
際に、連結金具の係合部の係合面と接合金具の係止面と
が互いに当接して、連結金具の挿入力によって接合金具
同士が互いに引き付けられることとなり、セグメント同
士を確実に接合させることができる。As described above, according to the segment joining structure of the present invention, the following effects can be obtained. According to the segment joining structure of the first aspect, by joining the joining surfaces of the segments to each other, a plurality of connecting fittings are sequentially inserted into the insertion holes formed from the joining groove portions, and the connection of each joining fitting is performed. by fitting the engagement portion of the coupling fitting to the case space, very easily,
The segments can be joined without bias at a plurality of locations in the width direction. In addition, since the back side connection metal is made to pass through the front side connection metal, the back side connection metal and the front side connection metal are inserted in order, respectively, and between the respective connection metal.
Can be fitted . As a result, as before,
An I-shaped metal fitting on the mouth side is held on the joint surface of the segment, or a concave portion is formed on the inner surface side when the joint surface of the segment is cut out by cutting out the joint surface portion of the segment. As compared with a structure in which the connecting fitting is fitted to the joining fitting from above, the segments can be joined very easily without complicating the joining operation and lowering the joining strength at the joining portion. In addition, the engagement surface of the engagement portion of the connection fitting is a tapered surface that gradually approaches rearward in the insertion direction into the insertion hole, and the engagement surface that engages with the engagement surface of the engagement piece of the joint fitting. Is a tapered surface inclined in the same direction as the engaging surface, so that when the connecting member is inserted and the engaging portion of the connecting member is arranged in the engaging space of the joining member, the engagement of the connecting member is reduced. The engagement surface of the joining portion and the locking surface of the joint are in contact with each other, and the joints are attracted to each other by the insertion force of the joint, so that the segments can be surely joined.
【0030】請求項2記載のセグメントの接合構造によ
れば、セグメントの厚さ方向に、複数列の接合溝部を形
成し、これら接合溝部にて接合金具同士を連結金具によ
って連結させたので、互いのセグメント同士の接合強度
を大幅に向上させることができる。請求項3記載のセグ
メントの接合構造によれば、接合金具の係止部の肉厚
を、連結金具の挿入方向後方側へ向かって次第に厚くし
たので、連結金具の係合部の係合面と係合する面がテー
パ面とされて係止片部の強度が、連結金具の挿入方向前
方側と比較して若干低い挿入方向後方側の強度を高める
ことができる。請求項4記載のセグメントの接合構造に
よれば、複数のリブが接合金具の係止部の外面に形成さ
れているので、この係止部の強度を向上させることがで
きる。請求項5記載のセグメントの接合構造によれば、
接合金具に連結された複数のアンカー筋によって、接合
金具を、セグメントを構成するコンクリートに確実に定
着させることができる。According to the segment joining structure of the second aspect , a plurality of rows of joining grooves are formed in the thickness direction of the segments, and the joining fittings are connected by the joining fittings at the joining grooves, so that the joining fittings are connected to each other. The joining strength between the segments can be greatly improved. According to the segment joining structure of the third aspect, the thickness of the engaging portion of the joining metal is gradually increased toward the rear side in the insertion direction of the connecting metal. The engaging surface is a tapered surface, so that the strength of the locking piece portion is slightly lower than the front side in the insertion direction of the connection fitting, so that the strength on the rear side in the insertion direction can be increased. According to the segment joining structure of the fourth aspect , since the plurality of ribs are formed on the outer surface of the engaging portion of the joining fitting, the strength of the engaging portion can be improved. According to the joint structure of the segment according to claim 5 ,
By the plurality of anchor bars connected to the joint, the joint can be reliably fixed to the concrete constituting the segment.
【0031】請求項6記載のセグメントの接合構造によ
れば、アンカー筋の端部に一体成形された支圧板によっ
てコンクリートとの定着力をさらに向上させることがで
きる。請求項7記載のセグメントの接合構造によれば、
連結金具同士の間及び最後に嵌合させた連結金具の挿入
方向後方側にスペーサを嵌め込んだので、連結金具の挿
入方向後方側への移動がスペーサによって禁止され、接
合金具からの連結金具の緩みを確実に防止することがで
きる。請求項8記載のセグメントの接合構造によれば、
連結金具による接合金具の接合後に、注入孔から接合溝
部内に充填材が注入されるので、連結金具による接合金
具同士の接合状態を確実に維持させることができるとと
もに、接合溝部内における止水効果が得られ、連結金具
及び接合金具等の腐食を防止することができる。The claimed according to the joining structure of the segments of claim 6, it is possible to further improve the fixing strength of the concrete by Bearing plate integrally formed on the end portion of the anchor muscle. According to the joint structure of the segment according to claim 7 ,
Since the spacers were fitted between the connection fittings and on the rear side in the insertion direction of the connection fittings fitted last, the movement of the connection fittings rearward in the insertion direction is prohibited by the spacers, and the connection fittings from the connection fittings are prohibited. Looseness can be reliably prevented. According to the joint structure of the segment according to claim 8 ,
Since the filler is injected into the joint groove from the injection hole after the joint is joined by the joint, the joining state of the joints by the joint can be reliably maintained, and a water stopping effect in the joint groove is provided. Can be obtained, and corrosion of the connecting fitting, the joining fitting, and the like can be prevented.
【図1】 本発明の実施の形態のセグメントの接合構造
を説明するセグメント同士の接合箇所の分解斜視図であ
る。FIG. 1 is an exploded perspective view of a joint between segments for describing a joint structure of segments according to an embodiment of the present invention.
【図2】 本発明の実施の形態のセグメントの接合構造
を説明するセグメント同士の接合箇所の斜視図である。FIG. 2 is a perspective view of a joint between segments for explaining a joint structure of the segment according to the embodiment of the present invention.
【図3】 本発明の実施の形態のセグメントの接合構造
を説明するセグメント同士の接合箇所の横断面図であ
る。FIG. 3 is a cross-sectional view of a joint between segments for explaining a joint structure of the segment according to the embodiment of the present invention.
【図4】 本発明の実施の形態のセグメントの接合構造
を説明するセグメント同士の接合箇所の縦断面図であ
る。FIG. 4 is a longitudinal sectional view of a joint between segments for explaining a joint structure of segments according to an embodiment of the present invention.
【図5】 本発明の実施の形態のセグメントの接合構造
を説明するセグメント同士の接合箇所の一部の横断面図
である。FIG. 5 is a cross-sectional view of a part of a joint portion between segments for explaining a joint structure of the segment according to the embodiment of the present invention.
【図6】 本発明の実施の形態のセグメントの接合構造
に用いられる接合金具の構成及び形状を説明する接合金
具の平面図である。FIG. 6 is a plan view of the joint for explaining the configuration and shape of the joint used in the segment joint structure according to the embodiment of the present invention;
【図7】 本発明の実施の形態のセグメントの接合構造
に用いられる接合金具の構成及び形状を説明する接合金
具の側面図である。FIG. 7 is a side view of the joint for explaining the configuration and shape of the joint used for the joint structure of the segments according to the embodiment of the present invention.
【図8】 本発明の実施の形態のセグメントの接合構造
に用いられる接合金具の構成及び形状を説明する接合金
具の裏面図である。FIG. 8 is a rear view of the joint for explaining the configuration and shape of the joint used for the segment joint structure according to the embodiment of the present invention;
【図9】 本発明の実施の形態のセグメントの接合構造
に用いられる連結金具の構成及び形状を説明する連結金
具の斜視図である。FIG. 9 is a perspective view of the connection fitting for describing the configuration and shape of the connection fitting used in the segment joining structure according to the embodiment of the present invention.
【図10】 本発明の実施の形態のセグメントの接合構
造によるセグメント同士の接合手順を説明するセグメン
ト同士の接合箇所の横断面図である。FIG. 10 is a cross-sectional view of a joining portion between the segments for explaining a joining procedure between the segments by the joining structure of the segments according to the embodiment of the present invention.
【図11】 本発明の実施の形態のセグメントの接合構
造によるセグメント同士の接合手順を説明するセグメン
ト同士の接合箇所の横断面図である。FIG. 11 is a cross-sectional view of a joining portion between the segments for explaining a joining procedure between the segments by the joining structure of the segments according to the embodiment of the present invention.
【図12】 本発明の実施の形態のセグメントの接合構
造によるセグメント同士の接合手順を説明するセグメン
ト同士の接合箇所の横断面図である。FIG. 12 is a cross-sectional view of a joint portion between segments for explaining a joining procedure between segments by the segment joint structure according to the embodiment of the present invention.
【図13】 本発明の実施の形態のセグメントの接合構
造によるセグメント同士の接合手順を説明するセグメン
ト同士の接合箇所の横断面図である。FIG. 13 is a cross-sectional view of a joining portion between the segments for explaining a joining procedure between the segments by the joining structure of the segments according to the embodiment of the present invention.
【図14】 本発明の実施の形態のセグメントの接合構
造によって接合されるセグメント同士の接合箇所へモル
タルを注入する場合の例を説明するセグメント同士の接
合箇所の縦断面図である。FIG. 14 is a vertical cross-sectional view of a joint between segments for explaining an example of a case in which mortar is injected into a joint between segments joined by the joint structure of segments according to an embodiment of the present invention.
【図15】 本発明の実施の形態のセグメントの接合構
造によって接合されるセグメント同士の接合箇所へモル
タルを注入する場合の例を説明するセグメント同士の接
合箇所の平面図である。FIG. 15 is a plan view of a joint between segments for explaining an example of a case where mortar is injected into a joint between segments joined by the joint structure of segments according to the embodiment of the present invention.
1 セグメント 1a 接合面 2 接合溝部 3 接合金具 4 連結金具 5 係止片部 6 係止部 7 係合部 8 係合空間 9 係止面 11 アンカー筋 12 支圧板 13 リブ 22 係合面 23 挿通穴 24、25 スペーサ 26 注入孔 27 モルタル(充填材) DESCRIPTION OF SYMBOLS 1 Segment 1a Joining surface 2 Joining groove part 3 Joining fitting 4 Connecting fitting 5 Locking piece 6 Locking part 7 Engaging part 8 Engaging space 9 Locking surface 11 Anchor bar 12 Support plate 13 Rib 22 Engaging surface 23 Insertion hole 24, 25 Spacer 26 Injection hole 27 Mortar (filler)
フロントページの続き (73)特許権者 000201478 前田建設工業株式会社 東京都千代田区富士見2丁目10番26号 (73)特許権者 000001052 株式会社クボタ 大阪府大阪市浪速区敷津東一丁目2番47 号 (72)発明者 金井 誠 東京都千代田区神田司町2丁目3番地 株式会社大林組 東京本社内 (72)発明者 渡辺 浩 東京都新宿区西新宿2丁目7番1号 パ シフィックコンサルタンツ株式会社内 (72)発明者 橋本 博英 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 (56)参考文献 特開 平7−269297(JP,A) 特開 昭63−118497(JP,A) 特開 平7−71195(JP,A) 実開 平7−35596(JP,U) (58)調査した分野(Int.Cl.7,DB名) E21D 11/04 E21D 11/08 Continued on the front page (73) Patent holder 000201478 Maeda Construction Industry Co., Ltd. 2-10-26, Fujimi, Chiyoda-ku, Tokyo (73) Patent holder 000001052 Kubota Co., Ltd. 47 (72) Inventor Makoto Kanai 2-3-3 Kandajicho, Chiyoda-ku, Tokyo Obayashi Corporation Tokyo Head Office (72) Inventor Hiroshi Watanabe 2-7-1 Nishishinjuku, Shinjuku-ku, Tokyo Pacific Consultants Co., Ltd. (72) Inventor Hirohide Hashimoto 1-12-1 Yurakucho, Chiyoda-ku, Tokyo Ishikawajima Building Materials Industry Co., Ltd. (56) References JP-A-7-269297 (JP, A) JP-A-63-118497 (JP, A) JP-A-7-71195 (JP, A) JP-A-7-35596 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E21D 11/04 E21D 11/08
Claims (8)
合わせた状態で接合されて、トンネル壁体を構成するセ
グメントの接合構造であって、 互いに接合される接合面には、前記掘削穴の軸方向に沿
って接合溝部が形成され、該接合溝部には、間隔をあけ
て複数の接合金具が設けられ、これら接合金具が連結金
具によって互いに連結され、 前記接合金具は、互いに対向させて設けられ、端部が内
方に屈曲した係止片部とされた一対の鉤形の係止部を有
し、前記連結金具は、板状の連結金具本体の両側部に、
前記係止部同士の間に形成された係合空間内に嵌合して
前記係止片部と係合する係止面を有する係合部が設けら
れ、 前記セグメントの接合面同士を突き合わせることによ
り、前記接合溝部同士によって形成された挿通穴内に、
一方側から前記連結金具を順に挿入することにより、奥
側の接合金具から順に前記連結金具の係合部が前記係合
空間内に配置されて、前記接合金具同士が連結されてな
り、前記連結金具の係合部の係合面は、挿入穴への挿入方向
後方へ向かって次第に近接するテーパ面とされ、前記接
合金具の係止片部は、前記係合面と係合する係止面が前
記係合面と同一方向へ傾斜したテーパ面とされ、 奥側の接合金具を互いに連結させる連結金具は、その係
合部同士の最小間隔が、手前側の接合金具の係止片部の
内面同士の最大間隔より大きくされて前記係合部が手前
側の接合金具の係合空間を通過可能とされていることを
特徴とするセグメントの接合構造。1. A joining structure of segments forming a tunnel wall body which are joined in a digging hole with their joining surfaces abutting each other, wherein the joining surfaces to be joined to each other include the digging hole A joining groove is formed along the axial direction of the joining groove, a plurality of joining fittings are provided at intervals in the joining groove, and these joining fittings are connected to each other by connecting fittings, and the joining fittings face each other. A pair of hook-shaped locking portions each of which is provided with a locking piece portion whose end is bent inward, wherein the connecting metal fittings are provided on both sides of a plate-like connecting metal fitting body,
An engagement portion having an engagement surface that is fitted into an engagement space formed between the engagement portions and engages with the engagement piece portion; By abutting each other, in the insertion hole formed by the joining groove portions,
By inserting the connecting fittings sequentially from one side, the engaging portions of the connecting fittings are arranged in the engagement space in order from the rear joining fitting, and the joining fittings are connected to each other, and the connection is performed. The engaging surface of the engaging part of the bracket is inserted in the insertion hole
The taper surface is gradually approaching backward,
The locking piece of the alloy tool has a locking surface that engages with the engagement surface.
Is a serial engaging surface and inclined tapered surface in the same direction, connecting fitting for connecting the connecting bracket on the rear side to each other, the engagement
The minimum distance between the joints is
The joining structure of segments, wherein the engaging portion is made larger than the maximum distance between the inner surfaces so that the engaging portion can pass through the engaging space of the joining metal fitting on the near side.
間隔をあけて複数の接合溝部が形成され、これら接合溝
部には、それぞれ長手方向へ間隔をあけて複数の前記接
合金具が設けられ、これら接合金具が互いに前記連結金
具によって連結されることを特徴とする請求項1記載の
セグメントの接合構造。2. The method according to claim 1, further comprising :
A plurality of joint grooves are formed at intervals, and these joint grooves are formed.
The part has a plurality of the above-mentioned contacts at intervals in the longitudinal direction.
An alloy fitting is provided, and these joining fittings are connected to each other by the connecting metal.
The joint structure for segments according to claim 1, wherein the segments are connected by a tool .
記連結金具の挿入方向後方側へ向かって次第に厚くされ
ていることを特徴とする請求項1または請求項2記載の
セグメントの接合構造。3. The joining fitting according to claim 1 , wherein the locking portion has a front wall thickness.
The connecting bracket is gradually thicker toward the rear in the insertion direction.
The joint structure for a segment according to claim 1 or 2 , wherein:
前記連結金具の挿入 方向と交差する方向に複数のリブが
形成されていることを特徴とする請求項1〜3のいずれ
か1項記載のセグメントの接合構造。 4. The joining metal fitting is provided on an outer surface of the locking part.
A plurality of ribs extend in a direction intersecting with the insertion direction of the connection fitting.
4. The method as claimed in claim 1, wherein the second member is formed.
The joint structure of a segment according to claim 1 .
され、前記接合金具には、前記セグメントを構成するコ
ンクリートに埋設される複数のアンカー筋が連結されて
いることを特徴とする請求項1〜4のいずれか1項記載
のセグメントの接合構造。 5. The segment is formed from concrete.
The joint fitting has a core constituting the segment.
Several anchors buried in concrete are connected
The method according to any one of claims 1 to 4, wherein
Junction structure of the segment.
ー筋の軸線と略直交する面に支圧板が一体に形成されて
いることを特徴とする請求項5記載のセグメントの接合
構造。 6. An anchor according to claim 6, wherein
-A support plate is integrally formed on a surface substantially perpendicular to the axis of the muscle.
The segment joining structure according to claim 5 , wherein
連結金具同士の間、及び最後に嵌合させた連結金具の挿
入方向後方側にスペーサが嵌め込まれていることを特徴
とする請求項1〜6のいずれか1項記載のセグメントの
接合構造。7. An insertion hole formed by the joining groove portion,
Inserting the connecting fittings between the connecting fittings and the last fitting fitting
The feature is that the spacer is fitted on the rear side in the entering direction
The segment joining structure according to any one of claims 1 to 6, wherein
部と連通する注入孔が形成され、前記連結金具による前
記接合金具同士の連結後に、前記注入孔から前記接合溝
部からなる挿通穴内に充填材が注入されることを特徴と
する請求項1〜7のいずれか1項記載のセグメントの接
合構造。 8. The joining groove is provided on an inner surface of the segment.
An injection hole communicating with the portion is formed, and
After the joining metal fittings are connected to each other, the injection groove is connected to the joining groove.
The filler is injected into the insertion hole consisting of the part
A joint structure for a segment according to any one of claims 1 to 7 .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17934198A JP3272670B2 (en) | 1997-12-08 | 1998-06-25 | Segment joint structure |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9-337518 | 1997-12-08 | ||
JP33751897 | 1997-12-08 | ||
JP17934198A JP3272670B2 (en) | 1997-12-08 | 1998-06-25 | Segment joint structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11229788A JPH11229788A (en) | 1999-08-24 |
JP3272670B2 true JP3272670B2 (en) | 2002-04-08 |
Family
ID=26499235
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17934198A Expired - Lifetime JP3272670B2 (en) | 1997-12-08 | 1998-06-25 | Segment joint structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3272670B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3847072B2 (en) * | 2000-10-13 | 2006-11-15 | 株式会社クボタ | Synthetic segment |
-
1998
- 1998-06-25 JP JP17934198A patent/JP3272670B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH11229788A (en) | 1999-08-24 |
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