JP3986637B2 - Segment connector and segment and segment connection structure - Google Patents

Segment connector and segment and segment connection structure Download PDF

Info

Publication number
JP3986637B2
JP3986637B2 JP33915897A JP33915897A JP3986637B2 JP 3986637 B2 JP3986637 B2 JP 3986637B2 JP 33915897 A JP33915897 A JP 33915897A JP 33915897 A JP33915897 A JP 33915897A JP 3986637 B2 JP3986637 B2 JP 3986637B2
Authority
JP
Japan
Prior art keywords
segment
joining
cap
hole
crushing
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
Application number
JP33915897A
Other languages
Japanese (ja)
Other versions
JPH11173089A (en
Inventor
博英 橋本
正憲 若林
利雄 望月
Original Assignee
石川島建材工業株式会社
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 石川島建材工業株式会社 filed Critical 石川島建材工業株式会社
Priority to JP33915897A priority Critical patent/JP3986637B2/en
Publication of JPH11173089A publication Critical patent/JPH11173089A/en
Application granted granted Critical
Publication of JP3986637B2 publication Critical patent/JP3986637B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Description

【0001】
【発明の属する技術分野】
本発明は、トンネル壁体を構築するセグメントの接合に用いられる接合具、及びその接合具を備えたセグメント、並びにセグメントの接合構造に関する。
【0002】
【従来の技術】
例えば、多数のセグメントでトンネル壁体を構築する場合、従来においては、セグメントの接合面に孔部を有する継手を埋め込んでおき、セグメントの接合面どうしを互いに当接させてそれらの孔部にボルトを挿通させ、このボルトにナットを螺着することにより多数のセグメントどうしを順次接合して構築している。
【0003】
【発明が解決しようとする課題】
しかしながら、上記の接合方式では、セグメント接合面の継手に形成された孔部どうしを正確に一致させた上でその孔部にボルトを挿通させ、そのボルトにナットを螺着して締め付けなければならず、操作がきわめて煩雑で手間がかかるという問題点がある。
【0004】
本発明は、構造が簡単でしかも操作性の良いセグメントの接合具を提供することを目的とする。
本発明の他の目的は、手間をかけずに簡単に接合することができるセグメントを提供することである。
本発明の別の目的は、接合強度が強く、信頼性の高いセグメントの接合構造を提供することである。
【0005】
【課題を解決するための手段】
上記の少なくとも1つの目的を達成するために、請求項1記載の発明は、接合ロッドの先端部に圧潰キャップを取り付け、上記接合ロッドの先端面と圧潰キャップの内底面との間に、切欠きにより放射状に分割されて先広り状に湾曲された複数個の変形片を有する拡径部材を装入した構成とした。
【0006】
本接合具を接合面に突設したセグメント、接合孔を接合面に形成した他のセグメントとを、本接合具を他のセグメント接合孔に挿入して両セグメント接合面どうしを互いに当接させ、接合具の圧潰キャップを接合孔の孔底に押し付けると、それまで湾曲して径を窄めていた拡径部材の各変形片が平板状に変形して径を大きくし、圧潰部を形成してその圧潰部を接合孔の係止部に係止させる。
【0007】
上記の接合具においては、拡径部材を、各変形片の先端を圧潰キャップの隅部に臨ませて設けることが好ましい(請求項2)。このようにすれば、圧潰キャップと拡径部材が的確に変形して圧潰部を形成する。また、接合ロッドを先細り状とすると(請求項3)、接合孔に対する接合具の挿入が容易になる。また、接合ロッドの底部と圧潰キャップの底部及び拡径部材の中心部にそれぞれ空気抜き孔を設けた構成とすると(請求項4)、接合孔の係止部内の空気が空気抜き孔から抜けるので、圧潰キャップが円滑に潰れるようになる。
【0008】
また、請求項5記載のセグメントは、上記の構成とされた接合具を接合面に突設した構成とした。
この構成では、本セグメントと、接合孔を接合面に形成した他のセグメントとを、接合具を他のセグメントの接合孔に挿入して両セグメントの接合面どうしを互いに当接させるだけで、両セグメントの接合が完了する。
【0009】
上記セグメントの接合面に、他のセグメントの接合具を挿入させて孔底で圧潰キャップを押し潰し、拡径部材の各変形片の拡径変形によって形成された圧潰キャップの圧潰部を係止部に係止させる接合孔を設けることができる(請求項6)。
【0010】
また、請求項7記載の発明は、上記構成のセグメントを、他のセグメントの接合面に設けられた接合孔に接合具を挿入させて接合面どうしを相互に当接させ、圧潰キャップの圧潰部を接合孔の係止部に係止させて接合した構成とした。
【0011】
この構成では、接合具の圧潰部が接合孔の係止部に係止して両セグメントどうしをしっかりと接合する。圧潰部は、拡径部材の各変形片の拡径変形によって大径に形成されているので、強く安定した接合力が得られる。
【0012】
【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。
添付図面は本発明の実施の形態を示す。これらの図において符号1は接合具である。接合具1は、接合ロッド2と圧潰キャップ3及び拡径部材4とから構成されている。
【0013】
接合ロッド2は金属製で、先細り状とされた有底円筒体2aの先端部外面に直線状の段部2bを形成して成る。圧潰キャップ3は、比較的薄肉の金属で有底円筒状に形成され、自体の底部3aの内底面と、接合ロッド2の底部2cの先端面との間に空間kをあけた状態で筒部3bを接合ロッド2の段部2bに嵌合させて一体に溶接されている。3cはその溶接部である。
【0014】
また、拡径部材4は、中心部4aの周囲に、先広り状に湾曲された複数個の変形片4b(図2のものは4個)を放射状の切欠き4cによって形成して成り、中心部4aを接合ロッド2の底部2cに触れさせるとともに、各変形片4bの先端を圧潰キャップ3の底部3aと筒部3bの隅部3dに触れさせて前記空間kに装入されている。拡径部材4も金属製であり、先広り状に湾曲された各変形片4bを平板状に変形させ、その外径を大きくすることができる。
【0015】
符号7は、接合孔である。接合孔は、接合具1を挿入させるものであって、内形を接合ロッド2の外形に合わされたテーパ状の孔部7aの内奥部に、係止部7bが孔底7c部分の大径部7dによって形成されている。接合ロッド2の底部2cと圧潰キャップ3の底部3a及び拡径部材4の中心部4aにそれぞれ空気抜き孔2d、3d、4dが設けられている。
【0016】
接合具1と接合孔7は、相互に接合される2部材、例えば、一対のセグメントS、Sの接合面Sa、Sbに設けられる。セグメントSがコンクリート製のセグメントの場合、接合具1は、通常、図4に示すように、接合面Saに垂直に突き出した状態でアンカー筋11に溶接によって固定される。また接合孔7は、一般的には、内形形状を接合孔7の形状に一致させて製作された筒状金属部材を接合面Sbに埋め込むなどの手段によって設けられる。
【0017】
接合具1と接合孔7を有する二部材、上記の例で言えば、一対のセグメントS、Sどうしを接合するには、セグメントS、Sどうしを互いに接近させて一方のセグメントSの接合具1を他方のセグメントSの接合孔7に挿入し(図1の上半分参照)、両セグメントS、Sの接合面Sa、Sbを互いに当接させる。この際の当接圧力によって、接合具1の圧潰キャップ3は接合孔7の孔底7cに突き当って押し潰されるが、それまで図2の上半分に示すように先端を窄めて縮径していた拡径部材4の各変形片4bが平板状に変形して図2の下半分に示すように径を大きくし、孔底7cに沿うようにして大径部7d内に圧潰キャップ3と一緒に広がって係止部7bに係止する圧潰部Aを圧潰キャップ3と協働して形成する(図1の下半分及び図4参照)。この結果、接合具1を接合孔7から引き抜くことができなくなり、セグメントS、Sどうしの接合が完了する。
【0018】
上記において、接合具1の接合ロッド2は先細り状とされているので、接合孔7への挿入開始時に接合具1の中心が接合孔7の中心から少し位ずれていても、接合具1は接合孔7に的確に挿入されることとなり、また挿入の完了時にはそれらの中心が完全に一致され、両セグメントS、Sが正しく接合されるようになる。したがって、セグメントS、Sどうしを、手間をかけずに迅速かつ正確に接合することができる。
【0019】
また、圧潰部Aは、径を大きくし大径部7d内に広がって係止部7bに係止するので、安定性と信頼性の高い強固な接合力が得られる。圧潰キャップ3の圧潰時に係止部7b内の空気が空気抜き孔2d、3d、4dから逃げるので、圧潰キャップ3が的確に潰されるようになる。
【0020】
なお、接合ロッド2の形状は図のものに限らず、太さが変わらない直線状のものであってもよい。また、拡径部材4の変形片4bの個数は、4個以外に、3個或いは5個以上、場合によっては2個とすることができる。
【0021】
本接合具1は、四角形のセグメント以外のセグメント、例えば六角形等のセグメント、或いはセグメント以外の2部材の接合にも利用することができる。また、セグメントの接合に用いる場合でも、コンクリート製セグメントに限らず、スチール製セグメントの接合にも利用することができる。また、接合具1と接合孔7を同一のセグメントSに設ける場合、それらを図3に示すように異なる接合面Sa、Sbに分けて設けることも、同一の接合面に設けることもできる。
【0022】
【発明の効果】
以上説明したように、請求項1記載の発明は、接合ロッドの先端部に圧潰キャップが取り付けられ、上記接合ロッドの先端面と圧潰キャップの内底面との間に、切欠きにより放射状に分割されて先広り状に湾曲された複数個の変形片を有する拡径部材が装入された構成とされているので、接合具を接合されるべき他の部材の接合孔に挿入して両接合部材の接合面を強く当接させるだけで接合が完了する。したがって、セグメント接合を迅速に能率よく行うことができる。また、構造が簡単で操作性が良好である。
【0023】
上記の接合具において、拡径部材を、各変形片の先端を圧潰キャップの隅部に臨ませて設けると、圧潰キャップと拡径部材の変形が的確に行われるようになり、安定した強固な接合力が得られる。また、接合ロッドを先細り状とすると、接合具の接合孔に対する挿入が容易になり、しかもセグメント常に正しく接合することができる。更に、接合ロッドの底部と圧潰キャップの底部及び拡径部材の中心部にそれぞれ空気抜き孔を設けると、接合孔の係止部内の空気が空気抜き孔から抜けるので、圧潰キャップが円滑に潰れる効果がある。
【0024】
また、請求項5記載の発明は、上記構成の接合具が接合面に突設されているので、セグメントどうしを迅速かつ強固に接合してトンネル壁体等を能率的に構築することができる。また、一つのセグメントに接合具と接合孔を設けるようにすると、同一構造のセグメントどうしの接合が可能となる。
【0025】
また、請求項7記載の発明は、上記構成のセグメントが、他のセグメントの接合面に設けられた接合孔に接合具を挿入させて接合面どうしを相互に当接させ、圧潰キャップの圧潰部を接合孔の係止部に係止させて接合された構成とされているので、セグメントどうしが強固に接合されたトンネル壁体等を構築することができる。
【図面の簡単な説明】
【図1】 本発明に係る接合具の実施の形態を示す断面図である。
【図2】 図1の接合具に用いられている拡径部材の正面図である。
【図3】 本発明に係るセグメントの実施の形態を示す一部破断の正面図である。
【図4】 本発明に係るセグメントの接合構造の実施の形態を示す断面図である。
【符号の説明】
1…接合具 2…接合ロッド
2b…段部 2c…底部
2d、3d、4d 空気抜き孔 3…圧潰キャップ 3a…底部 3b…筒部 4…拡径部材 4a…中心部 4b…変形片 4c…切欠き 7…接合孔 7a…孔部 7b…係止部 7c…孔底 7d…大径部 k…空間 A…圧潰部 S…セグメント
Sa、Sb…接合面
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a joining tool used for joining segments constructing a tunnel wall, a segment including the joining tool, and a joining structure of the segments.
[0002]
[Prior art]
For example, when a tunnel wall body is constructed with a large number of segments, conventionally, joints having holes are embedded in the joint surfaces of the segments, and the joint surfaces of the segments are brought into contact with each other, and bolts are inserted into the holes. Is inserted and a number of segments are joined together by screwing nuts onto the bolts.
[0003]
[Problems to be solved by the invention]
However, in the above-mentioned joining method, the holes formed in the joints of the segment joining surfaces must be precisely matched, and a bolt is inserted into the hole, and a nut is screwed into the bolt and tightened. However, there is a problem that the operation is extremely complicated and time-consuming.
[0004]
The present invention aims to provide a bonding tool of the segments good structure simple and operability.
Another object of the present invention is to provide a segment that can be easily joined without effort.
Another object of the present invention is to provide a highly reliable segment bonding structure with high bonding strength.
[0005]
[Means for Solving the Problems]
In order to achieve at least one of the above-mentioned objects, the invention according to claim 1 is characterized in that a crushing cap is attached to the tip of the joining rod, and a notch is provided between the tip of the joining rod and the inner bottom surface of the crushing cap. Thus, a configuration is adopted in which a diameter-expanding member having a plurality of deformed pieces that are radially divided and curved in a tapered shape is inserted.
[0006]
A segment of the bonding tool projecting from the joint surface, and other segments to form a joint hole to the bonding surface, those of the present connectors other is inserted into the joining hole of the segment bonding surfaces to each other in both segments together When the crushing cap of the joining tool is pressed against the bottom of the joining hole, each deformed piece of the enlarged member that has been curved and constricted until then is deformed into a flat plate shape and the diameter is increased. And the crushing portion is locked to the locking portion of the joint hole.
[0007]
In the above-mentioned connector, it is preferable that the diameter-expanding member is provided with the tip of each deformable piece facing the corner of the crushing cap (Claim 2). If it does in this way, a crush cap and a diameter-expansion member will change exactly, and will form a crushing part. Further, when the joining rod is tapered (claim 3), it is easy to insert the joining tool into the joining hole. In addition, if the bottom of the joining rod, the bottom of the crushing cap, and the center of the diameter-expanding member are each provided with an air vent hole (Claim 4), the air in the engaging portion of the joint hole is released from the air vent hole, so The cap will collapse smoothly.
[0008]
Moreover, the segment of Claim 5 was set as the structure which protruded on the joining surface by the joining tool set as said structure.
In this configuration, both this segment and the other segment with the joint hole formed on the joint surface are inserted into the joint hole of the other segment and the joint surfaces of both segments are brought into contact with each other. The joining of the segments is complete.
[0009]
The joint of the other segment is inserted into the joint surface of the segment, the crush cap is crushed at the bottom of the hole, and the crushing portion of the crush cap formed by the diameter expansion deformation of each deformation piece of the diameter expanding member is a locking portion. A joint hole to be locked can be provided (claim 6).
[0010]
According to a seventh aspect of the present invention, there is provided a collapsible portion of the crushing cap, wherein the segment having the above-described configuration is inserted into a joint hole provided in a joint surface of another segment so that the joint surfaces are brought into contact with each other. Was joined to the joint of the joint hole.
[0011]
In this configuration, the crushing portion of the connector is locked to the locking portion of the bonding hole, and both segments are firmly bonded. Since the crushing part is formed in a large diameter by the diameter expansion deformation of each deformation piece of the diameter expanding member, a strong and stable joining force can be obtained.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the invention will be described with reference to the drawings.
The accompanying drawings show an embodiment of the present invention. In these drawings, reference numeral 1 denotes a connector. The joining tool 1 is composed of a joining rod 2, a crushing cap 3, and a diameter expanding member 4.
[0013]
The joining rod 2 is made of metal, and is formed by forming a linear step 2b on the outer surface of the tip of a tapered bottomed cylindrical body 2a. The crushing cap 3 is made of a relatively thin metal and has a bottomed cylindrical shape. The crushing cap 3 has a cylindrical portion with a space k between the inner bottom surface of the bottom portion 3a and the front end surface of the bottom portion 2c of the joining rod 2. 3b is fitted to the step 2b of the joining rod 2 and welded integrally. 3c is the weld.
[0014]
Further, the diameter-expanding member 4 is formed by forming a plurality of deformed pieces 4b (four in FIG. 2) curved in a tapered shape around the center portion 4a by radial notches 4c, The center 4a is brought into contact with the bottom 2c of the joining rod 2, and the tip of each deformable piece 4b is placed in the space k with the bottom 3a of the crushing cap 3 and the corner 3d of the cylinder 3b. The diameter-expanding member 4 is also made of metal, and each of the deformable pieces 4b curved in a tapered shape can be deformed into a flat plate shape to increase its outer diameter.
[0015]
Reference numeral 7 denotes a joint hole. The joining hole is for inserting the joining tool 1, and has an inner shape at the inner back portion of the tapered hole portion 7 a fitted to the outer shape of the joining rod 2, and the locking portion 7 b is a large diameter of the hole bottom 7 c portion. It is formed by the portion 7d. Air vent holes 2d, 3d, and 4d are provided in the bottom 2c of the joining rod 2, the bottom 3a of the crushing cap 3, and the center 4a of the diameter expanding member 4, respectively.
[0016]
The joining tool 1 and the joining hole 7 are provided on two members to be joined to each other, for example, the joining surfaces Sa and Sb of the pair of segments S and S. When the segment S is a concrete segment, the connector 1 is usually fixed to the anchor bar 11 by welding in a state of protruding perpendicularly to the joint surface Sa as shown in FIG. Further, the joining hole 7 is generally provided by means such as embedding a cylindrical metal member manufactured by matching the inner shape with the shape of the joining hole 7 in the joining surface Sb.
[0017]
Two members having the joint 1 and the joint hole 7, in the above example, in order to join the pair of segments S and S, the segments S and S are brought close to each other and the joint 1 of one segment S is joined. Is inserted into the joining hole 7 of the other segment S (see the upper half of FIG. 1), and the joining surfaces Sa and Sb of both the segments S and S are brought into contact with each other. Due to the contact pressure at this time, the crushing cap 3 of the connector 1 hits against the hole bottom 7c of the bonding hole 7 and is crushed, but until then, the tip is narrowed to reduce the diameter as shown in the upper half of FIG. Each of the deformed pieces 4b of the expanded diameter member 4 is deformed into a flat plate shape to increase the diameter as shown in the lower half of FIG. 2, and the crushing cap 3 is placed in the large diameter portion 7d along the hole bottom 7c. The collapsing part A that spreads together and engages with the engaging part 7b is formed in cooperation with the crushing cap 3 (see the lower half of FIG. 1 and FIG. 4). As a result, the joint 1 cannot be pulled out from the joint hole 7 and the joining of the segments S and S is completed.
[0018]
In the above, since the joining rod 2 of the joining tool 1 is tapered, even if the center of the joining tool 1 is slightly displaced from the center of the joining hole 7 when insertion into the joining hole 7 is started, It will be inserted into the joint hole 7 accurately, and when the insertion is completed, the centers thereof will be completely coincided with each other, so that both segments S, S will be correctly joined. Therefore, the segments S and S can be joined quickly and accurately without trouble.
[0019]
In addition, the crushing portion A has a large diameter, spreads in the large-diameter portion 7d, and is locked to the locking portion 7b, so that a strong joining force with high stability and reliability can be obtained. When the crushing cap 3 is crushed, air in the locking portion 7b escapes from the air vent holes 2d, 3d, and 4d, so that the crushing cap 3 is accurately crushed.
[0020]
The shape of the joining rod 2 is not limited to that shown in the figure, and may be a linear shape whose thickness does not change. Further, the number of deformation pieces 4b of the diameter-expanding member 4 can be three, five or more, or two in some cases, in addition to four.
[0021]
The present connector 1 can also be used for joining a segment other than a square segment, for example, a hexagonal segment, or two members other than a segment. Further, even when used for joining segments, the present invention can be used not only for concrete segments but also for joining steel segments. When the joint 1 and the joint hole 7 are provided in the same segment S, they can be provided separately on different joint surfaces Sa and Sb as shown in FIG. 3, or can be provided on the same joint surface.
[0022]
【The invention's effect】
As described above, according to the first aspect of the present invention, the crush cap is attached to the distal end portion of the joining rod, and is radially divided by the notch between the distal end surface of the joining rod and the inner bottom surface of the crush cap. Since the diameter-expanding member having a plurality of deformed pieces bent into a wide tip shape is inserted, both the joints are inserted into the joint holes of other members to be joined. Joining is completed simply by strongly abutting the joining surfaces of the members. Therefore, it is possible to perform quickly efficiently joining of segments. In addition, the structure is simple and the operability is good.
[0023]
In the above connector, when the diameter-enlarging member is provided with the tip of each deformable piece facing the corner of the crushing cap, the crushing cap and the diameter-expanding member are accurately deformed, and are stable and strong. Bonding force can be obtained. Further, when the joining rod is tapered, the insertion of the joining tool into the joining hole is facilitated, and the segments can always be joined correctly. Furthermore, if air vent holes are provided in the bottom portion of the joining rod, the bottom portion of the crush cap, and the center portion of the diameter-expanding member, the air in the engaging portion of the joint hole escapes from the air vent hole, so that the crush cap is crushed smoothly. .
[0024]
Further, in the invention described in claim 5, since the connector having the above-mentioned configuration is projected from the bonding surface, the tunnel walls can be efficiently constructed by bonding the segments quickly and firmly. Further, if a joint and a joint hole are provided in one segment, it becomes possible to join segments having the same structure.
[0025]
According to a seventh aspect of the present invention, there is provided a collapsible portion of the crushing cap, wherein the segment having the above-described configuration is configured such that a joining tool is inserted into a joining hole provided in a joining surface of another segment so Since it is made into the structure joined by making it latch to the latching | locking part of a joining hole, the tunnel wall body etc. to which the segments were joined firmly can be constructed | assembled.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing an embodiment of a connector according to the present invention.
FIG. 2 is a front view of a diameter-expanding member used in the connector of FIG.
FIG. 3 is a partially broken front view showing an embodiment of a segment according to the present invention.
FIG. 4 is a cross-sectional view showing an embodiment of a segment joining structure according to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Joiner 2 ... Joining rod 2b ... Step part 2c ... Bottom part 2d, 3d, 4d Air vent hole 3 ... Crush cap 3a ... Bottom part 3b ... Cylindrical part 4 ... Expanding member 4a ... Center part 4b ... Deformed piece 4c ... Notch 7 ... Joining hole 7a ... Hole 7b ... Locking part 7c ... Hole bottom 7d ... Large diameter part k ... Space A ... Crushing part S ... Segment Sa, Sb ... Joining surface

Claims (7)

接合ロッドの先端部に圧潰キャップが取り付けられ、上記接合ロッドの先端面と圧潰キャップの内底面との間に、切欠きにより放射状に分割されて先広り状に湾曲された複数個の変形片を有する拡径部材が装入されたことを特徴とするセグメントの接合具A plurality of deformed pieces each having a crush cap attached to the tip of the joining rod and being radially divided by a notch between the tip surface of the joining rod and the inner bottom surface of the crush cap and curved in a tapered shape connectors segment, characterized in that the enlarged diameter member is charged with. 拡径部材は、各変形片の先端を圧潰キャップの隅部に臨ませて設けられたことを特徴とする請求項1記載のセグメントの接合具Diameter member, connectors segment according to claim 1, wherein the distal end of each deformation piece to face the corner portion of the collapse cap, characterized in that provided. 接合ロッドは先細り状とされたことを特徴とする請求項1又は2記載のセグメントの接合具3. The segment connector according to claim 1, wherein the connecting rod is tapered. 接合ロッドの底部と圧潰キャップの底部及び拡径部材の中心部にそれぞれ空気抜き孔が設けられたことを特徴とする請求項1ないし3のいずれかに記載のセグメントの接合具 Connectors segment according to any one of claims 1, characterized in that each vent in the center of the bottom and the enlarged diameter member bottom and collapse cap joint rod is provided 3. 請求項1ないし4のいずれかに記載の接合具が接合面に突設されたことを特徴とするセグメント。  A segment, wherein the connector according to any one of claims 1 to 4 is provided on a joint surface. 請求項5記載のセグメントの接合面に、他のセグメントの接合具を挿入させて孔底で圧潰キャップを押し潰し、拡径部材の各変形片の拡径変形によって形成された圧潰キャップの圧潰部を係止部に係止させる接合孔が設けられたことを特徴とするセグメント。  6. A collapsing portion of a crushing cap formed by inserting a fitting of another segment into the joining surface of the segment according to claim 5 and crushing the crushing cap at the bottom of the hole, and by expanding the deformation of each deformation piece of the expanding member. A segment provided with a joint hole for engaging the engaging portion with the engaging portion. 請求項5又は6記載のセグメントが、他のセグメントの接合面に設けられた接合孔に接合具を挿入させて接合面どうしを相互に当接させ、圧潰キャップの圧潰部を接合孔の係止部に係止させて接合されたことを特徴とするセグメントの接合構造。  7. The segment according to claim 5 or 6, wherein a joining tool is inserted into a joining hole provided on a joining surface of another segment to bring the joining surfaces into contact with each other, and the crushing portion of the crushing cap is locked to the joining hole. The joining structure of the segment characterized by being joined by being latched to the part.
JP33915897A 1997-12-09 1997-12-09 Segment connector and segment and segment connection structure Expired - Lifetime JP3986637B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33915897A JP3986637B2 (en) 1997-12-09 1997-12-09 Segment connector and segment and segment connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33915897A JP3986637B2 (en) 1997-12-09 1997-12-09 Segment connector and segment and segment connection structure

Publications (2)

Publication Number Publication Date
JPH11173089A JPH11173089A (en) 1999-06-29
JP3986637B2 true JP3986637B2 (en) 2007-10-03

Family

ID=18324798

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33915897A Expired - Lifetime JP3986637B2 (en) 1997-12-09 1997-12-09 Segment connector and segment and segment connection structure

Country Status (1)

Country Link
JP (1) JP3986637B2 (en)

Also Published As

Publication number Publication date
JPH11173089A (en) 1999-06-29

Similar Documents

Publication Publication Date Title
JP2005133796A (en) Pipe fitting
JP3986637B2 (en) Segment connector and segment and segment connection structure
JPH11210720A (en) Pipe connection member, and framing method of pipe framed structure
JPS5942493Y2 (en) board joiner
JP6387310B2 (en) Rock bolt material tube
JPH0674219A (en) Pipe connector
JP2001107921A (en) Coupling fitting
JP2001304210A (en) Rod body joining-together fitting
JPH11311095A (en) Joint fitting
JP2001140591A (en) Segment joint section structure
JP3792540B2 (en) Junction structure
JP3764068B2 (en) Junction structure
JP3250096B2 (en) Bolt for joining plate and method of joining plate and bolt
JP2002161699A (en) Joint structure of structural body
JP2004019378A (en) Segment joint device
JP3641017B2 (en) Connecting device and fittings
JP3474388B2 (en) Segment joint structure
JP2000154810A (en) Bolt with slip-off preventing function and fixing structure of member
JPH08320009A (en) Joint structure
JPH07167361A (en) Slip-off preventing device for flexible expansion pipe joint
JP2001082084A (en) Joint structure
JP3573594B2 (en) Connection device for secondary structure
JP3841896B2 (en) Shield segment joint structure
JP2868129B2 (en) Connecting device for precast members
JPH0532641Y2 (en)

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20041022

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20041119

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20041119

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20061225

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070227

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070426

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20070703

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070711

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20100720

Year of fee payment: 3