JPH07305594A - Blocking structure for joint recessed section in concrete segment - Google Patents

Blocking structure for joint recessed section in concrete segment

Info

Publication number
JPH07305594A
JPH07305594A JP6098963A JP9896394A JPH07305594A JP H07305594 A JPH07305594 A JP H07305594A JP 6098963 A JP6098963 A JP 6098963A JP 9896394 A JP9896394 A JP 9896394A JP H07305594 A JPH07305594 A JP H07305594A
Authority
JP
Japan
Prior art keywords
joint
recess
segment
lid
main body
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
JP6098963A
Other languages
Japanese (ja)
Other versions
JP3345167B2 (en
Inventor
Susumu Okayama
奨 岡山
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
Original Assignee
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ishikawajima Kenzai Kogyo Co Ltd, Ishikawajima Construction Materials Co Ltd filed Critical Ishikawajima Kenzai Kogyo Co Ltd
Priority to JP09896394A priority Critical patent/JP3345167B2/en
Publication of JPH07305594A publication Critical patent/JPH07305594A/en
Application granted granted Critical
Publication of JP3345167B2 publication Critical patent/JP3345167B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE:To enable the recessed joint sections of concrete segments to be easily blocked flat in a short time, and also prevent fillers from falling off. CONSTITUTION:A blocking cover 20 provided with a spring hook 22 to be engaged with an engaging groove 11 formed in each joint fitting 7, is employed in the back face of a cover main body 21 which blocks two adjacent joint recessed sections 8 in a lump. In actions for blocking the joint recessed sections 8, when the spring hook 22 is engaged with the engaging groove 11 of each joint fitting 7, let the cover main body 21 simultaneously block the joint recessed sections 6 in a state that it is flush with the inner surface 3 of each segment 1, and mortar M is then filled in the insides of the joint recessed sections 8.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、多数連結されてトンネ
ル壁体を構成するコンクリートセグメントにおいて、継
手部内面に形成されるボルト連結用の継手凹所を閉塞し
てトンネル内面を平滑に仕上げる構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete segment in which a large number are connected to form a tunnel wall, and a joint recess for bolt connection formed on the inner surface of the joint is closed to finish the inner surface of the tunnel smooth. Regarding

【0002】[0002]

【従来の技術】トンネルを構築するためのいわゆるシー
ルド工法は、一般に、シールド機によって地山を掘削し
た断面略円形の周壁に、多数の円弧版であるセグメント
を据え付けて筒状壁体を組み立ててこれを一次覆工と
し、さらにその内面にコンクリートによる二次巻き等を
行って二次覆工を施すといった工法である。
2. Description of the Related Art A so-called shield construction method for constructing a tunnel is generally constructed by assembling a cylindrical wall body by installing a large number of arc-shaped segments on a peripheral wall having a substantially circular cross section obtained by excavating the ground with a shield machine. This is a construction method in which this is used as a primary lining, and the inner surface of the lining is then subjected to secondary winding with concrete or the like for secondary lining.

【0003】図4は従来よりあるRC(鉄筋コンクリー
ト)製のセグメント1の一例を示しており、このセグメ
ント1は、鉄筋コンクリートにより円弧板状に成形さ
れ、湾曲する外面2、内面3を有するセグメント本体4
の、幅方向(軸方向)および長さ方向(周方向)に沿っ
た各接合端面5の内面3側に、中央にボルト挿通孔6を
有するプレート状の継手金具(継手部材)7が埋設さ
れ、この継手金具7の内側にあたる部分のセグメント本
体4には、ボルト連結用の継手凹所8が形成されてい
る。そして、図5に示すように、接合端面5どうしを合
わせると同時に一致させたボルト挿通孔6に、一方のセ
グメント1の継手凹所8からボルト9を通し、他方の継
手凹所8からナット10をボルト9にねじ合わせ、継手
金具7どうしを締結してセグメント1どうしの連結を行
うようになっている。
FIG. 4 shows an example of a conventional RC (reinforced concrete) segment 1. This segment 1 is formed of reinforced concrete into an arc plate shape, and has a segment body 4 having a curved outer surface 2 and inner surface 3.
On the inner surface 3 side of each joint end surface 5 along the width direction (axial direction) and the length direction (circumferential direction), a plate-shaped joint fitting (joint member) 7 having a bolt insertion hole 6 in the center is embedded. A joint recess 8 for connecting bolts is formed in the segment main body 4 at the inner side of the joint fitting 7. Then, as shown in FIG. 5, bolts 9 are inserted from the joint recesses 8 of the one segment 1 into the bolt insertion holes 6 which are aligned at the same time when the joining end faces 5 are aligned with each other, and the nuts 10 are inserted from the joint recesses 8 of the other. Is screwed onto the bolt 9 and the joint fittings 7 are fastened to connect the segments 1 to each other.

【0004】ところで、シールド工法は、一次覆工の後
にコンクリートによる二次巻き等を行って二次覆工をな
すが、近年では、耐食性が良好なコンクリートセグメン
トの出現や、経済性の向上等を鑑みて特に二次覆工を施
すことなく一次覆工のみでトンネル周壁を得ることが望
まれてきている。
By the way, in the shield construction method, secondary lining is carried out by performing secondary winding with concrete after the primary lining. In recent years, however, the appearance of concrete segments having good corrosion resistance and the improvement of economic efficiency have been considered. In view of this, it has been desired to obtain the tunnel peripheral wall only by the primary lining without applying the secondary lining.

【0005】このように一次覆工のみとする場合、図
4、図5に示したセグメント1においては、外観性の向
上や、継手金具7、ボルト9、ナット10等の防錆、さ
らにはセグメント1自体の強度向上を目的として、継手
凹所8にモルタル等の固結材を埋め、その表面をセグメ
ント本体4の内面3と面一にすることが行われる。継手
凹所8にモルタル等の固結材を埋めるにあたっては、板
等で継手凹所8を塞いだ後、この板にあけた孔から固結
材を注入し、硬化後に板を除去するといった方法が考え
られている。
When only the primary lining is used as described above, in the segment 1 shown in FIGS. 4 and 5, the appearance is improved, the joint fitting 7, the bolt 9, the nut 10, etc. are rustproofed, and the segment 1 For the purpose of improving the strength of 1 itself, a solidifying material such as mortar is embedded in the joint recess 8 and its surface is flush with the inner surface 3 of the segment body 4. In filling the joint recess 8 with a solidifying material such as mortar, a method of closing the joint recess 8 with a plate or the like, injecting the solidifying material through a hole formed in the plate, and removing the plate after curing Is being considered.

【0006】[0006]

【発明が解決しようとする課題】上記方法で継手凹所8
を面一に閉塞する方法は、煩雑かつ時間を要することが
容易に想定され、しかも硬化後の固結材が継手凹所8か
ら落下するおそれも懸念されるといった問題がある。
The joint recess 8 is formed by the above method.
It is easily assumed that the method of closing the surface of the joint is complicated and time-consuming, and there is a concern that the solidified material after curing may fall from the joint recess 8.

【0007】本発明は上記事情に鑑みてなされたもので
あって、コンクリートセグメントの継手凹所を容易かつ
短時間で閉塞でき、充填材が落下するおそれのないコン
クリートセグメントにおける継手凹所の閉塞構造を提供
することを目的としている。
The present invention has been made in view of the above circumstances, and has a structure for closing a joint recess of a concrete segment which can easily close the joint recess of the concrete segment in a short time without causing the filler to drop. Is intended to provide.

【0008】[0008]

【課題を解決するための手段】本発明は上記目的を達成
するためになされたものであって、締結される一対の継
手部材の前記継手凹所に面する内面に係合部をそれぞれ
形成し、板状の蓋本体と、この蓋本体の裏面に設けられ
係合部に弾性的に係合する弾性係合部材とを備える閉塞
蓋の弾性係合部材を係合部に係合し、この状態で蓋本体
の表面がセグメント内面と略面一となるようにしたこと
を特徴としている。
SUMMARY OF THE INVENTION The present invention has been made to achieve the above object, and an engaging portion is formed on each of inner surfaces of a pair of joint members to be fastened facing the joint recess. An elastic engaging member of the closing lid, which includes a plate-shaped lid main body and an elastic engaging member which is provided on the back surface of the lid main body and elastically engages with the engaging portion, In this state, the surface of the lid body is substantially flush with the inner surface of the segment.

【0009】また、閉塞蓋の弾性係合部材を、蓋本体を
継手凹所方向に移動させていく過程において継手部材に
摺接することにより弾性変形する弾性片と、蓋本体が継
手凹所に嵌合した時点で弾性片の復帰動作により係合部
に係合する係合片とを備えた構成とすることを含む。
Further, an elastic piece elastically deformed by slidingly contacting the elastic engaging member of the closing lid with the joint member in the process of moving the lid main body toward the joint recess, and the lid main body are fitted in the joint recess. And a configuration in which the elastic piece is engaged with the engaging portion by the returning operation of the elastic piece.

【0010】[0010]

【作用】本発明によれば、閉塞蓋の弾性係合部材を継手
部材の係合部に弾性的に係合させれば、蓋本体が継手凹
所をセグメント内面と面一に閉塞する。容易かつ短時間
で継手凹所の閉塞作業が済み、閉塞蓋が継手部材に係合
して外れないから、継手凹所内に充填したモルタル等の
固結材が落下するおそれもない。
According to the present invention, when the elastic engaging member of the closing lid is elastically engaged with the engaging portion of the joint member, the lid body closes the joint recess flush with the inner surface of the segment. Since the work of closing the joint recess is completed easily and in a short time, and the closing lid is engaged with the joint member and cannot be disengaged, there is no fear that the solidified material such as mortar filled in the joint recess falls.

【0011】閉塞蓋の弾性係合部材を、蓋本体を継手凹
所方向に移動させていく過程において継手部材に摺接す
ることにより弾性変形する弾性片と、蓋本体が継手凹所
に嵌合した時点で弾性片の復帰動作により係合部に係合
する係合片とを備えたものと構成すると、閉塞蓋を継手
凹所方向に押し付けていく一つの動作で弾性係合部材の
継手部材への係合と蓋本体による継手凹所の閉塞がなさ
れる。
An elastic piece elastically deformed by slidingly contacting the elastic engagement member of the closing lid with the joint member in the process of moving the lid body toward the joint recess, and the lid body are fitted in the joint recess. When the elastic piece is configured to include an engaging piece that engages with the engaging portion by the returning operation of the elastic piece at the time point, the closing lid is pushed toward the joint concave portion to the joint member of the elastic engaging member by one operation. And the lid body closes the joint recess.

【0012】[0012]

【実施例】以下、図面を参照して本発明の一実施例を説
明する。図1は一実施例の構造によりコンクリートセグ
メント1どうしが連結された状態を示しており、図4、
図5と同一構成要素には同一の符号を付して説明を簡略
にする。この場合の継手金具7の継手凹所8に面する内
面の、ボルト挿通孔6よりも内面3側には、セグメント
1の幅方向に延びる係合溝11が形成されている。ま
た、セグメント本体4における継手凹所8の開口周縁部
には、開口方向に広がる座ぐり12が形成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows a state in which concrete segments 1 are connected to each other by the structure of one embodiment.
The same components as those in FIG. 5 are designated by the same reference numerals to simplify the description. An engagement groove 11 extending in the width direction of the segment 1 is formed on the inner surface of the joint fitting 7 facing the joint recess 8 on the inner surface 3 side of the bolt insertion hole 6 in this case. A counterbore 12 that widens in the opening direction is formed at the peripheral edge portion of the opening of the joint recess 8 in the segment body 4.

【0013】符号20は閉塞蓋であり、この閉塞蓋20
は、図2にも示すように、蓋本体21と、蓋本体21の
裏面に設けられたばねフック(弾性係合部材)22とか
ら構成されている。蓋本体21は、セグメント1どうし
の接合で隣り合う一対の継手凹所8の開口をぴったり塞
ぐ長方形状に成形されたもので、周部には、座ぐり12
に合うテーパ面23が形成されている。蓋本体21は、
ファイバーコンクリート等の耐食性の高い材料でできて
いると好ましい。蓋本体21の裏面の中央には長さ方向
に並ぶ一対の凹部24が形成され、その間が固定部25
とされ、この固定部25に前記ばねフック22が固定さ
れている。また、蓋本体21の両端部近辺には、モルタ
ル注入口26が形成されている。
Reference numeral 20 is a closing lid, and this closing lid 20
As shown in FIG. 2, includes a lid body 21 and a spring hook (elastic engagement member) 22 provided on the back surface of the lid body 21. The lid main body 21 is formed into a rectangular shape that exactly closes the openings of the pair of joint recesses 8 that are adjacent to each other by joining the segments 1 together.
A tapered surface 23 is formed to fit. The lid body 21 is
It is preferably made of a material having high corrosion resistance such as fiber concrete. A pair of recesses 24 are formed in the center of the back surface of the lid main body 21 and are aligned in the lengthwise direction, and a fixing portion 25 is provided between them.
The spring hook 22 is fixed to the fixing portion 25. In addition, mortar inlets 26 are formed near both ends of the lid body 21.

【0014】ばねフック22は、蓋本体21の長さ方向
に延びる基部30、基部30の両端から直交して延びる
アーム部31、アーム部31の先端から内側に屈曲する
先端部32が、弾性を有する板バネ材で一体に成形され
た略C字状をなすもので、全体が弾性片であり、先端部
32が離れたり近付いたりする弾性変形が生じるように
なっている。ばねフック22は、弾性変形可能なように
基部30が蓋本体21の凹部24内に収納され、かつ基
部30の中央が前記固定部25に面一状態で埋設されて
いる。すなわち、凹部24は、ばねフック22が弾性変
形を許容する程度の大きさに設定されている。
In the spring hook 22, a base portion 30 extending in the longitudinal direction of the lid body 21, an arm portion 31 extending orthogonally from both ends of the base portion 30, and a tip portion 32 bending inward from the tip of the arm portion 31 are elastic. The leaf spring material has a substantially C-shape integrally formed and is an elastic piece as a whole, so that the tip end portion 32 is elastically deformed such that the tip end portion 32 moves away from or approaches the tip end portion 32. The spring hook 22 has a base portion 30 housed in a recess 24 of the lid body 21 so as to be elastically deformable, and the center of the base portion 30 is embedded flush with the fixing portion 25. That is, the recess 24 is set to a size that allows the spring hook 22 to elastically deform.

【0015】上記構成の閉塞蓋20は、ばねフック22
の先端部32が各継手金具7の係合溝11に係合し、ア
ーム部31が継手金具7の内面に当接し、この状態で、
蓋本体21のテーパ面23が座ぐり12に合わせられ、
その表面がセグメント1の内面3と面一になって双方の
継手凹所8の開口を閉塞している。そして、このように
双方の継手凹所8が1つの閉塞蓋20で閉塞された後、
各継手凹所8内にモルタル注入口26からモルタル(固
結材)Mが充填される。モルタルMの充填は必要に応じ
てであり、必要ない場合には、蓋本体21にモルタル注
入口26は形成しない。
The closing lid 20 having the above-described structure is provided with a spring hook 22.
End portion 32 of each of the fittings 7 engages with the engaging groove 11 of each fitting 7, and the arm portion 31 abuts on the inner surface of the fitting 7.
The tapered surface 23 of the lid body 21 is aligned with the spot facing 12,
Its surface is flush with the inner surface 3 of the segment 1 and closes the openings of both joint recesses 8. Then, after both joint recesses 8 are closed by one closing lid 20 in this way,
The mortar (solidifying material) M is filled into each joint recess 8 from the mortar inlet 26. The filling of the mortar M is optional, and if not necessary, the mortar inlet 26 is not formed in the lid body 21.

【0016】上記のようにして双方の継手凹所8を閉塞
蓋20で閉塞するには、図3(a)〜(c)に示すよう
に、継手金具7どうしをボルト9およびナット10で締
結した後、ばねフック22の両先端部32を継手金具7
の端部に当て、その状態から閉塞蓋20を継手凹所8側
に押し付ける。すると、先端部32が継手金具7に押し
やられるかたちで弾性変形して広がり、閉塞蓋20を継
手凹所8側に移動させることができる。移動中、先端部
32は継手金具7の内面を摺接し、先端部32が係合溝
11にはまると同時に、蓋本体21が継手凹所8を閉塞
する。なお、継手金具7の内面3側の端部中央には、閉
塞蓋20が収まる逃げとして切欠き13が形成されてい
る。
In order to close both joint recesses 8 with the closing lid 20 as described above, as shown in FIGS. 3 (a) to 3 (c), the joint fittings 7 are fastened with bolts 9 and nuts 10. Then, attach both ends 32 of the spring hook 22 to the fitting 7
, And the closing lid 20 is pressed against the joint recess 8 side from that state. Then, the tip end portion 32 is elastically deformed and spreads by being pushed by the joint fitting 7, and the closing lid 20 can be moved to the joint recess 8 side. During the movement, the tip portion 32 slides on the inner surface of the fitting 7, and the tip portion 32 fits into the engagement groove 11, and at the same time, the lid body 21 closes the joint recess 8. In addition, a notch 13 is formed at the center of the end of the fitting 7 on the inner surface 3 side as an escape for accommodating the closing lid 20.

【0017】本実施例の継手凹所8を閉塞する構造によ
れば、閉塞蓋20を継手凹所8方向に押し付けてばねフ
ック22の先端部32を継手金具7の係合溝11に係合
させるといった簡単な動作で、連結したセグメント1双
方の継手凹所8を閉塞蓋20により一括して閉塞するこ
とができる。すなわち、継手凹所8の閉塞作業を容易か
つ短時間で行うことができる。また、閉塞蓋20は、ば
ねフック22が継手金具7の係合溝11に弾性的に係合
しており、したがって継手凹所8内に充填されたモルタ
ルMが落下するといったおそれはない。
According to the structure for closing the joint recess 8 of the present embodiment, the closing lid 20 is pressed toward the joint recess 8 so that the tip 32 of the spring hook 22 is engaged with the engaging groove 11 of the joint fitting 7. With such a simple operation as described above, the joint recesses 8 of both the connected segments 1 can be collectively closed by the closing lid 20. That is, the work of closing the joint recess 8 can be performed easily and in a short time. Further, in the closing lid 20, the spring hook 22 elastically engages with the engaging groove 11 of the joint fitting 7, and therefore, there is no fear that the mortar M filled in the joint recess 8 falls.

【0018】[0018]

【発明の効果】以上説明したように本発明のコンクリー
トセグメントにおける継手凹所の閉塞構造によれば、締
結される一対の継手部材の前記継手凹所に面する内面に
係合部をそれぞれ形成し、板状の蓋本体と、この蓋本体
の裏面に設けられ係合部に弾性的に係合する弾性係合部
材とを備える閉塞蓋の弾性係合部材を係合部に係合し、
この状態で蓋本体の表面がセグメント内面と略面一とな
るようにしたことを特徴とするもので、容易かつ短時間
で継手凹所の閉塞作業が済み、閉塞蓋が継手部材に係合
して外れないから、継手凹所内に充填したモルタル等の
固結材が落下するおそれもない。また、閉塞蓋の弾性係
合部材を、蓋本体を継手凹所方向に移動させていく過程
において継手部材に摺接することにより弾性変形する弾
性片と、蓋本体が継手凹所に嵌合した時点で弾性片の復
帰動作により係合部に係合する係合片とを備えたものと
構成すると、閉塞蓋を継手凹所方向に押し付けていく一
つの動作で弾性係合部材の継手部材への係合と蓋本体に
よる継手凹所の閉塞がなされ作業の容易化が促進され
る。
As described above, according to the joint recess closing structure in the concrete segment of the present invention, the engaging portions are respectively formed on the inner surfaces of the pair of joint members to be fastened facing the joint recess. , A plate-shaped lid main body, and an elastic engaging member of a closing lid, which is provided on the back surface of the lid main body and elastically engages with the engaging portion, engages with the engaging portion,
In this state, the surface of the lid main body is made to be substantially flush with the inner surface of the segment, and the closing work of the joint recess is completed easily and in a short time, and the closing lid engages with the joint member. Therefore, there is no possibility that the solidified material such as mortar filled in the joint recess falls. Also, when the elastic engagement member of the closing lid is elastically deformed by sliding contact with the joint member in the process of moving the lid body toward the joint recess, and when the lid body is fitted into the joint recess. When the elastic piece is configured to include an engaging piece that engages with the engaging portion by the returning operation of the elastic piece, the elastic engaging member is moved to the joint member by one operation of pressing the closing lid toward the joint recess. Engagement and closure of the joint recess by the lid body facilitate the work.

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

【図1】本発明の一実施例を示す要部側断面図である。FIG. 1 is a side sectional view of an essential part showing an embodiment of the present invention.

【図2】閉塞蓋の平面図である。FIG. 2 is a plan view of a closing lid.

【図3】閉塞蓋で継手凹所を閉塞する手順を示す側面図
であり、(a)は初めの段階、(b)は途中の段階、
(c)は終了状態である。
FIG. 3 is a side view showing a procedure for closing the joint recess with a closing lid, where (a) is an initial stage, (b) is an intermediate stage,
(C) is an end state.

【図4】コンクリートセグメントの一般例を示す斜視図
である。
FIG. 4 is a perspective view showing a general example of a concrete segment.

【図5】同セグメントの継手部の側断面図である。FIG. 5 is a side sectional view of a joint portion of the same segment.

【符号の説明】[Explanation of symbols]

1 コンクリートセグメント 3 セグメント内面 4 セグメント本体 5 接合端面 7 継手金具(継手部材) 8 継手凹所 9 ボルト 11 係合溝 20 閉塞蓋 21 蓋本体 22 ばねフック(弾性係合部材) 26 モルタル注入口 30 基部 31 アーム部 32 先端部 M モルタル DESCRIPTION OF SYMBOLS 1 Concrete segment 3 Inner surface of segment 4 Segment body 5 Joining end face 7 Joint fitting (joint member) 8 Joint recess 9 Bolt 11 Engagement groove 20 Closing lid 21 Lid body 22 Spring hook (elastic engaging member) 26 Mortar injection port 30 Base 31 Arm 32 Tip M Mortar

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 連結するコンクリートセグメントの接合
端面に埋設された継手部材どうしを合わせるとともに、
双方の継手部材の内側に形成された継手凹所のうちの一
方から両継手部材に貫通させたボルトでこれら継手部材
どうしを締結した後、各継手凹所を、継手凹所が形成さ
れたセグメント内面に沿って略平坦に閉塞する構造であ
って、 締結される一対の前記継手部材の前記継手凹所に面する
内面に係合部がそれぞれ形成され、 板状の蓋本体と、この蓋本体の裏面に設けられ前記係合
部に弾性的に係合する弾性係合部材とを備える閉塞蓋
の、弾性係合部材が係合部に係合されることにより、蓋
本体の表面が、前記セグメント内面と略面一となる状態
で双方の継手凹所に蓋本体が嵌合されていることを特徴
とするコンクリートセグメントにおける継手凹所の閉塞
構造。
1. A joint member embedded in a joint end face of a concrete segment to be joined is joined together,
After fastening these joint members with a bolt that penetrates both joint members from one of the joint recesses formed inside both joint members, each joint recess is formed into a segment in which the joint recess is formed. A structure that closes substantially flat along the inner surface, wherein an engaging portion is formed on the inner surface facing the joint recess of the pair of joint members to be fastened, and a plate-shaped lid main body and the lid main body Of the closing lid, which is provided on the back surface of the closing lid and elastically engages with the engaging portion, by engaging the elastic engaging member with the engaging portion, A closure structure for a joint recess in a concrete segment, characterized in that the lid main bodies are fitted in both joint recesses so as to be substantially flush with the inner surface of the segment.
【請求項2】 連結するコンクリートセグメントの接合
端面に埋設された継手部材どうしを合わせるとともに、
双方の継手部材の内側に形成された継手凹所のうちの一
方から両継手部材に貫通させたボルトでこれら継手部材
どうしを締結した後、各継手凹所を、継手凹所が形成さ
れたセグメント内面に沿って略平坦に閉塞する構造であ
って、 締結される一対の前記継手部材の前記継手凹所に面する
内面に係合部がそれぞれ形成され、 板状の蓋本体と、この蓋本体の裏面に設けられ前記係合
部に弾性的に係合する弾性係合部材とを備える閉塞蓋
の、弾性係合部材が係合部に係合されることにより、蓋
本体の表面が、前記セグメント内面と略面一となる状態
で双方の継手凹所に蓋本体が嵌合され、 継手凹所内に、モルタル等の固結材が充填されているこ
とを特徴とするコンクリートセグメントにおける継手凹
所の閉塞構造。
2. The joint members embedded in the joint end faces of the concrete segments to be joined are joined together,
After fastening these joint members with a bolt that penetrates both joint members from one of the joint recesses formed inside both joint members, each joint recess is formed into a segment in which the joint recess is formed. A structure that closes substantially flat along the inner surface, wherein an engaging portion is formed on the inner surface facing the joint recess of the pair of joint members to be fastened, and a plate-shaped lid main body and the lid main body Of the closing lid, which is provided on the back surface of the closing lid and elastically engages with the engaging portion, by engaging the elastic engaging member with the engaging portion, The lid body is fitted into both joint recesses so that they are substantially flush with the inner surface of the segment, and the joint recess is filled with a solidifying material such as mortar, etc. Closed structure.
【請求項3】 前記閉塞蓋の前記弾性係合部材は、前記
蓋本体を前記継手凹所方向に移動させていく閉塞動作の
過程において、前記継手部材に摺接することにより弾性
変形し、かつ蓋本体が継手凹所に嵌合した時点で弾性復
帰動作により前記係合部に係合する弾性片を備えている
ことを特徴とする請求項1または請求項2記載のコンク
リートセグメントにおける継手凹所の閉塞構造。
3. The elastic engagement member of the closing lid elastically deforms by slidingly contacting the joint member in the course of the closing operation of moving the lid main body toward the joint recess, and The joint recess of the concrete segment according to claim 1 or 2, further comprising an elastic piece that engages with the engaging portion by an elastic return operation when the main body is fitted into the joint recess. Closed structure.
JP09896394A 1994-05-12 1994-05-12 Closed structure of joint recess in concrete segment Expired - Fee Related JP3345167B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09896394A JP3345167B2 (en) 1994-05-12 1994-05-12 Closed structure of joint recess in concrete segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09896394A JP3345167B2 (en) 1994-05-12 1994-05-12 Closed structure of joint recess in concrete segment

Publications (2)

Publication Number Publication Date
JPH07305594A true JPH07305594A (en) 1995-11-21
JP3345167B2 JP3345167B2 (en) 2002-11-18

Family

ID=14233730

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09896394A Expired - Fee Related JP3345167B2 (en) 1994-05-12 1994-05-12 Closed structure of joint recess in concrete segment

Country Status (1)

Country Link
JP (1) JP3345167B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11223094A (en) * 1998-02-06 1999-08-17 Kajima Corp Joint structure between ring of segment used in shield tunnel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11223094A (en) * 1998-02-06 1999-08-17 Kajima Corp Joint structure between ring of segment used in shield tunnel

Also Published As

Publication number Publication date
JP3345167B2 (en) 2002-11-18

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