JPS6033196Y2 - Tunnel lining segment joint device - Google Patents
Tunnel lining segment joint deviceInfo
- Publication number
- JPS6033196Y2 JPS6033196Y2 JP1976164555U JP16455576U JPS6033196Y2 JP S6033196 Y2 JPS6033196 Y2 JP S6033196Y2 JP 1976164555 U JP1976164555 U JP 1976164555U JP 16455576 U JP16455576 U JP 16455576U JP S6033196 Y2 JPS6033196 Y2 JP S6033196Y2
- Authority
- JP
- Japan
- Prior art keywords
- segment
- joint fitting
- base
- base piece
- reinforcing bar
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】
この考案は地下に埋設するトンネル覆工用セグメント(
以下セグメントという)の継手装置に関するもので、そ
の目的は主に小口径のセグメントの接続に際して簡単か
つ迅速に施工をおこなうことができるものを提供するこ
とにある。[Detailed explanation of the invention] This invention is a tunnel lining segment buried underground (
This invention relates to a joint device for connecting segments (hereinafter referred to as "segments"), and its purpose is to provide a device that can be installed easily and quickly, mainly when connecting small-diameter segments.
従来、セグメントの接続に際しては接続部分において継
手金具同士をボルトにて直接緊結する方法が一般に知ら
れている。Conventionally, when connecting segments, a method is generally known in which joint fittings are directly fastened together with bolts at the connecting portion.
しかるにこの方法ではボルトの緊結に手間を要したり、
あるいはボルトを緊結する際に継手金具に無理な力が掛
り、継手金具がねじれ等を起し剥離する恐れがあった。However, this method requires time and effort to tighten the bolts,
Alternatively, when tightening the bolts, excessive force is applied to the joint fittings, which may cause the joint fittings to twist or peel off.
また雌雄の継手金具を嵌め、かつ楔止めするものも提案
されているが、セグメントへの固定および製作上改良の
余地がある。In addition, a device in which male and female fittings are fitted and wedged has been proposed, but there is room for improvement in terms of fixing to the segment and manufacturing.
この考案は上記問題点に対処するために創案されたもの
である。This idea was devised to deal with the above problems.
以下、図示した実施例に基づいて説明すると、板体をU
字状に折曲して雌継手金具2を形威し、その中央部位の
基片3に水平に細長の挿通孔4を穿設する。Hereinafter, explanation will be given based on the illustrated embodiment.
The female joint metal fitting 2 is shaped by bending it into a letter shape, and an elongated insertion hole 4 is bored horizontally in the base piece 3 at the central portion thereof.
雌継手金具2はセグメント1の円周方向の一方端面が基
片3と面一となるようコンクリート内に埋設される。The female joint fitting 2 is buried in concrete so that one end surface of the segment 1 in the circumferential direction is flush with the base piece 3.
さらに雌継手金具2の両側部位の脚片5,5をその間隔
を狭めるように端部を折曲し、折曲された脚片の端部間
にアンカー鉄筋等6を挟持せしめ溶着し、雌継手金具2
をコンクリート内に埋設せしめる。Furthermore, the ends of the leg pieces 5, 5 on both sides of the female joint fitting 2 are bent so as to narrow the gap between them, and an anchor reinforcing bar or the like is sandwiched and welded between the ends of the bent leg pieces. Fittings 2
be buried in concrete.
そして、雌継手金具2の基片3と両脚片5,5との壁面
内にセグメント1の表面に開口する内部空間7を形成す
る。Then, an internal space 7 that opens to the surface of the segment 1 is formed within the wall surfaces of the base piece 3 and both leg pieces 5, 5 of the female joint fitting 2.
一方、鉄筋をU字状に折曲して雄継手金具8を形威し、
その中央部位の基部9をセグメント1の円周方向の他方
の端面から突出せしめ、かつこれをセグメントの表裏方
向からみてコ状を呈するように雄継手金具8の脚部10
,10をコンクリート内に埋設せしめ、すなわち両脚部
間にアンカー鉄筋等11を挟持せしめて溶着し雄継手金
具9をコンクリート内に埋設せしめる。On the other hand, the male joint fitting 8 is formed by bending the reinforcing bar into a U-shape,
The leg portions 10 of the male joint fitting 8 are arranged such that the base portion 9 of the central portion protrudes from the other end surface of the segment 1 in the circumferential direction and has a U-shape when viewed from the front and back directions of the segment.
, 10 are buried in concrete, that is, the anchor reinforcing bars 11 are sandwiched and welded between both legs, and the male joint fitting 9 is buried in concrete.
そして、隣接セグメント1,1間士の一方の雄継手金具
8の基部9を他方の雌継手金具2の基片3の挿通孔4に
挿通すると内部空間7内に雄継手金具の基部9が突出す
るから内部空間開口から前記基片3と前記基部9間に楔
12を打込んでセグメント1,1の接続をなすものであ
る。When the base 9 of the male joint fitting 8 of one of the adjacent segments 1 and 1 is inserted into the insertion hole 4 of the base piece 3 of the other female joint fitting 2, the base 9 of the male joint fitting protrudes into the internal space 7. Therefore, a wedge 12 is driven between the base piece 3 and the base 9 from the internal space opening to connect the segments 1, 1.
本考案は以上の構成からなり、一方のセグメント雌継手
金具の基片が接続端面と面一となっていて、そこに挿通
孔が穿設されているところ、他方のセグメントの接続端
面より突出した雄継手金具の基部が鉄筋をU字状に折曲
してあって挿入する側からみてアール面となっているの
で雌継手金具の挿通孔への挿通は円滑迅速にでき、後は
基片と基部との間に楔を打ち込むだけでセグメントの接
続が確実にでき、さらに、雌雄の継手金具は単純な構造
で、かつ鉄筋との溶着も容易であり型枠内の配置も簡単
であるからこの考案の継手装置はセグメントの製造ばか
りでなく施工に際しても実用的価値が大きいものである
。The present invention has the above-mentioned structure, and the base piece of one segment female joint fitting is flush with the connecting end surface, and the insertion hole is bored there, and the base piece of the female joint fitting of the other segment protrudes from the connecting end surface of the other segment. The base of the male fitting is made of reinforcing steel bent into a U-shape and has a rounded surface when viewed from the insertion side, so insertion into the insertion hole of the female fitting can be done smoothly and quickly, and the base piece and The segments can be reliably connected simply by driving a wedge between them and the base, and the male and female fittings have a simple structure, are easy to weld to reinforcing bars, and are easy to place within the formwork. The proposed joint device has great practical value not only in the manufacture of segments but also in construction.
図面はこの考案の実施例を示したもので、第1図は横断
面図、第2図は縦断面図である。
1・・・・・・セグメント、2・・・・・・雌継手金具
、3・・・・・・基片、4・・・・・・挿通孔、5・・
・・・・脚部、6・・・・・・鉄筋、7・・・・・・内
部空間、訃・・・・・雄継手金具、9・・・・・・基部
、10・・・・・・脚部、11・・・・・・鉄筋、12
・・・・・・楔。The drawings show an embodiment of this invention, with FIG. 1 being a cross-sectional view and FIG. 2 being a longitudinal sectional view. 1... Segment, 2... Female joint fitting, 3... Base piece, 4... Insertion hole, 5...
... Leg, 6 ... Reinforcing bar, 7 ... Internal space, End ... Male joint fitting, 9 ... Base, 10 ... ... Legs, 11 ... Reinforcing bars, 12
······wedge.
Claims (1)
片に挿通孔を穿設し、両側部位の両脚片を狭めるように
その端部を折曲し、折曲された脚片端部間に鉄筋を挟持
せしめて溶着し、セグメントの一方の端面に前記基片と
セグメント端面とが面一となるよう雌継手金具をコンク
リート内に埋設せしめ、前記基片と雌継手金具の脚片と
の間にセグメントの表面に開口する内部空間を形威せし
めるとともに、鉄筋をU字状に折曲してなる雄継手金具
の中央部位の基部がセグメントの他方の端面より突出す
るように雄継手金具の両側部位の脚部をコンクリート内
に埋設せしめるとともに両脚部先端部間に鉄筋を挟持せ
しめて溶着し、隣接セグメントの一方のセグメントの雌
継手金具の基片と、この基片の挿通孔に挿通され前記内
部空間へ突出した他方のセグメントの雄継手金具の基部
との間に楔が打設され接続せしめられていることを特徴
とするトンネル覆工用セグメントの継手装置。An insertion hole is drilled in the base piece at the center of the female joint fitting, which is made by bending a plate into a U-shape, and the ends are bent so as to narrow the leg pieces on both sides. A reinforcing bar is sandwiched and welded between the ends of one leg, and a female joint fitting is buried in concrete so that the base piece and the end face of the segment are flush with one end face of the segment. An internal space opening to the surface of the segment is formed between the leg piece and the base of the central part of the male joint fitting made by bending the reinforcing bar into a U shape so that it protrudes from the other end surface of the segment. The legs on both sides of the male joint fitting are buried in concrete, and a reinforcing bar is sandwiched and welded between the tips of both legs, and this base piece is inserted into the base piece of the female joint fitting of one segment of the adjacent segment. A joint device for tunnel lining segments, characterized in that a wedge is driven between the base of the male joint fitting of the other segment that is inserted into the hole and protrudes into the internal space and is connected thereto.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1976164555U JPS6033196Y2 (en) | 1976-12-08 | 1976-12-08 | Tunnel lining segment joint device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1976164555U JPS6033196Y2 (en) | 1976-12-08 | 1976-12-08 | Tunnel lining segment joint device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5380921U JPS5380921U (en) | 1978-07-05 |
JPS6033196Y2 true JPS6033196Y2 (en) | 1985-10-03 |
Family
ID=28772263
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1976164555U Expired JPS6033196Y2 (en) | 1976-12-08 | 1976-12-08 | Tunnel lining segment joint device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6033196Y2 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4835301A (en) * | 1971-09-04 | 1973-05-24 | ||
JPS4917030A (en) * | 1972-06-08 | 1974-02-15 |
-
1976
- 1976-12-08 JP JP1976164555U patent/JPS6033196Y2/en not_active Expired
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4835301A (en) * | 1971-09-04 | 1973-05-24 | ||
JPS4917030A (en) * | 1972-06-08 | 1974-02-15 |
Also Published As
Publication number | Publication date |
---|---|
JPS5380921U (en) | 1978-07-05 |
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