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JPH0791950B2 - Joint structure of concrete members - Google Patents
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JPH0791950B2 - Joint structure of concrete members - Google Patents

Joint structure of concrete members

Info

Publication number
JPH0791950B2
JPH0791950B2 JP62027966A JP2796687A JPH0791950B2 JP H0791950 B2 JPH0791950 B2 JP H0791950B2 JP 62027966 A JP62027966 A JP 62027966A JP 2796687 A JP2796687 A JP 2796687A JP H0791950 B2 JPH0791950 B2 JP H0791950B2
Authority
JP
Japan
Prior art keywords
joint
concrete
joining
connecting bolt
exposed
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
JP62027966A
Other languages
Japanese (ja)
Other versions
JPS63219798A (en
Inventor
純一 都築
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of JPS63219798A publication Critical patent/JPS63219798A/en
Publication of JPH0791950B2 publication Critical patent/JPH0791950B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、シールド工法において使用されるセグメン
ト等のコンクリート部材の接合構造に関するものであ
る。
TECHNICAL FIELD The present invention relates to a joint structure of concrete members such as segments used in a shield construction method.

〔この発明が解決すべき問題点〕[Problems to be solved by this invention]

従来この種の接合構造では、コンクリート部材の接合端
面に埋設される接合用連結金具が、連結ボルトによる締
付け接合時に変形してしまうことがある。
Conventionally, in this type of joining structure, the joining connecting metal fitting embedded in the joining end surface of the concrete member may be deformed during tightening joining with the joining bolt.

またこの変形を防ぐことができる連結具を使用すると、
変形もなく強固に接合できることから、接合端面におけ
る連結ボルト締付け部近傍の厚み方向端部材のコンクリ
ート同士が強く当接することにより、その部分が破損し
てしまうことがあった。
If you use a connector that can prevent this deformation,
Since it is possible to firmly bond without deformation, the concrete of the end members in the thickness direction in the vicinity of the joint bolt tightening portion on the joint end surface may come into strong contact with each other, and that portion may be damaged.

この発明は前述した事情に鑑み創案されたもので、その
目的は連結ボルトによる締付け時に接合部材が変形して
しまうことなく、また接合端面の厚み方向上下端部材が
破損してしまうこともなく、簡単な構造で強固に接合さ
せることのできるコンクリート部材の接合構造を提供す
ることにある。
This invention was created in view of the above-mentioned circumstances, and its purpose is not to deform the joining member at the time of tightening with a connecting bolt, and to prevent the upper and lower end members in the thickness direction of the joining end surface from being damaged, It is an object of the present invention to provide a joint structure for concrete members that can be firmly joined with a simple structure.

〔問題点を解決するための手段〕[Means for solving problems]

この発明によればコンクリート部材の接合端部に形成さ
れている接合部に、接合作業用凹部から接合端面へ貫通
してコンクリート部材に形成されている連結ボルト用の
貫通孔と、接合作業用凹部のほぼ深さ方向全長にわたり
設けられており、連結ボルトが貫通して締付けられる締
付けプレートとを備える。
According to the present invention, in the joint portion formed at the joint end portion of the concrete member, the through hole for the connecting bolt formed in the concrete member penetrating from the joint work concave portion to the joint end surface, and the joint work concave portion. And a tightening plate through which the connecting bolt is tightened.

そして接合端面同士を当接させたコンクリート部材を、
締付けプレートを介して締付けることで、両コンクリー
ト部材の接合部が変形してしまうことを防止する。ま
た、平板状で露出部隅角部に面取りが施され、その面取
りはコンクリート部材の接合端面の表面側隅角部の面取
りと同一平面をなし、コンクリート中に埋設されるアン
カーが突設された補強板を所要間隔をもって多数個設
け、1々のコンクリート部材の補強板の接合端面への露
出部同士を当接させることで、連結ボルト締付け部近傍
における接合端面の厚み方向端部が破損してしまうこと
を防止するものである。
Then, the concrete member with the joining end faces abutting each other,
By tightening through the tightening plate, the joint portion of both concrete members is prevented from being deformed. In addition, the exposed corners of the flat plate were chamfered, the chamfers were flush with the chamfers of the corners on the surface side of the joint end face of the concrete member, and the anchors embedded in the concrete were projected. By providing a plurality of reinforcing plates at required intervals and bringing exposed portions of the reinforcing plates of each concrete member to the joint end faces into contact with each other, the end portions in the thickness direction of the joint end faces near the connecting bolt tightening part are damaged. It is to prevent it.

〔実施例〕〔Example〕

以下この発明を図示する実施例によって説明する。 The present invention will be described below with reference to illustrated embodiments.

コンクリート部材の接合構造1は、接合すべき一対のコ
ンクリート部材2,2′の接合端部に形成されている例接
合部3,3′を連結ボルト4によって締付けて、両コンク
リート部材2,2′を接合してなっている。(第1図参
照) そして第1発明に係る接合部である一方の接合部3は、
接合作業凹部5から接合端面2aへ貫通してコンクリート
部材2に形成されている連結ボルト4用の貫通孔6と、
接合作業用凹部5のほぼ深さ方向全長にわたり設けられ
ており、連結ボルト4が貫通して締付けられる締付けプ
レート7とを有してなっている。なおこの実施例では連
結ボルト4が上下2個所位置に設けられるように構成さ
れている。
The joint structure 1 for concrete members is an example in which the pair of concrete members 2, 2'to be joined are formed at the joint ends thereof. Are joined together. (See FIG. 1) Then, the one joint part 3 which is the joint part according to the first invention,
A through hole 6 for a connecting bolt 4 formed in the concrete member 2 so as to penetrate from the joining work recess 5 to the joining end face 2a;
It is provided over substantially the entire length in the depth direction of the joining work recess 5 and has a tightening plate 7 through which the connecting bolt 4 is tightened. In this embodiment, the connecting bolts 4 are arranged at two upper and lower positions.

また他方の接合部3′は、貫通孔6を貫通した連結ボル
ト4が螺合するインサート金具8を埋設してなってい
る。
The other joint 3'is embedded with an insert fitting 8 into which the connecting bolt 4 penetrating the through hole 6 is screwed.

そして両接合部3,3′における厚み方向端部には、コン
クリート部材2,2′の接合端面2aおよび表面2bと同一面
となるように露出しており、各々のコンクリート部材接
合端面2aへの露出部同士が当接する補強板9が設けられ
ている。この補強板9は平板状で露出部隅角部に面取り
9bが施され、この面取りはコンクリート部材端面の表面
側隅角部の面取りと同一平面をなし、コンクリート中に
埋設されるアンカーが突設され、所要間隔をもって多数
個設けてある。
Then, at the end portions in the thickness direction of both the joint portions 3 and 3 ', exposed so as to be flush with the joint end surface 2a and the surface 2b of the concrete members 2 and 2', to the concrete member joint end surface 2a. A reinforcing plate 9 is provided so that the exposed portions abut each other. The reinforcing plate 9 is flat and chamfered at the exposed corners.
9b is provided, and this chamfer is flush with the chamfer of the corners on the surface side of the end surface of the concrete member, and anchors embedded in concrete are projected, and a large number of anchors are provided at required intervals.

なおこのコンクリート部材2,2′を製造するには、第3
図に示すような型枠装置10で行う。ここでの補強板9の
取付けは、第4図に示すように取付けネジ11を補強板9
へ螺合させて、第5図に示すように型枠板10aに取付け
る。なお第5図における符号12は、中型枠である。
In addition, in order to manufacture this concrete member 2, 2 ',
It is performed by the formwork apparatus 10 as shown in the figure. To attach the reinforcing plate 9 here, attach the mounting screw 11 to the reinforcing plate 9 as shown in FIG.
It is screwed in and attached to the form plate 10a as shown in FIG. Note that reference numeral 12 in FIG. 5 is a medium frame.

なおこのコンクリート部材2,2′の製造に際しては、接
合作業用凹部5がコンクリート部材2の接合端面2aより
後退して設けられているので、接合部3を形成する接合
端面に補強用として埋設する主筋を接合部用として切ら
ずに埋設することが可能である。そのためコンクリート
部材の耐力を高めることができる。
In manufacturing the concrete members 2 and 2 ', since the recess 5 for joining work is provided receding from the joining end face 2a of the concrete member 2, it is embedded in the joining end face forming the joining portion 3 for reinforcement. It is possible to bury the main bar for the joint without cutting it. Therefore, the yield strength of the concrete member can be increased.

また接合作業用凹部5が接合端面より後退して設けられ
ていることは、継手金具が接合端面に露出していないの
で、継手金具に規制されるようなことがなくシール溝を
接合端面へ自由に設けることが可能となる。そのため接
合部3における止水効果を高めることができる。
In addition, the recess 5 for joining work is provided so as to be retracted from the joining end face, because the joint fitting is not exposed to the joining end surface, the sealing groove is free to the joining end surface without being restricted by the joining fitting. Can be provided in the. Therefore, the water blocking effect in the joint portion 3 can be enhanced.

さらに継手金具が接合端面に露出していないことは、継
手金具とコンクリートとの接触個所に形成されていしま
う間隙を通過してしまうように、接合作業用凹部内へ漏
水するようなことがないコンクリート材を製造できる。
Furthermore, the fact that the joint fitting is not exposed on the joint end surface means that the concrete does not leak into the recess for joining work so that it will pass through the gap formed at the contact point between the joint fitting and concrete. Can manufacture wood.

このような構成からなるコンクリート部材の接合構造1
によって両コンクリート部材2,2′の連結を行うには、
まず両コンクリート部材2,2′の接合端面2a,2a′を当接
させる。そしてこの時に各々のコンクリート部材2,2′
の接合端面2a,2a′に露出している補強板9の露出同士
が当接する。
Concrete member joining structure 1 having such a configuration
To connect both concrete members 2, 2'by
First, the joint end faces 2a, 2a 'of both concrete members 2, 2'are brought into contact with each other. And at this time, each concrete member 2, 2 '
The exposed portions of the reinforcing plate 9 exposed on the joint end surfaces 2a, 2a 'of the above contact each other.

次に接合作業用凹部5を利用して、連結ボルト4を一方
の接合部3の貫通孔6へ通し、他方の接合部3′のイン
サート金具8に螺合させて締付ける。
Next, using the recess 5 for joining work, the connecting bolt 4 is passed through the through hole 6 of the one joining portion 3 and screwed into the insert metal fitting 8 of the other joining portion 3'and tightened.

なおこの連結ボルト4の螺合作業に際しては、第2図に
示すように一対のコンクリート部材2,2′の接合作業前
において接合作業用凹部5のボルト挿入部5a内に設けら
れている両ネジボルト4aを両接合端面当面時に引き出
す。
When the connecting bolt 4 is screwed, as shown in FIG. 2, both screw bolts provided in the bolt insertion part 5a of the recess 5 for joining work before joining the pair of concrete members 2, 2 '. Pull out 4a when both joint end faces are in contact.

そして引き出した両ネジボルト4を貫通孔6に貫通させ
るとともに、両ネジボルト4aの一方ネジ部に蓋状のかぶ
せナット4bを螺合して装着する。
Then, the both screw bolts 4 that have been pulled out are passed through the through holes 6, and a lid-shaped cover nut 4b is screwed into one threaded portion of both screw bolts 4a to be mounted.

次に装着したかぶせナット4bを利用してボルト4aを回転
させることによって、他方のネジ部を相手方のインサー
ト金具8に螺合させる。この時に両端部に両ネジが切っ
てあるため、空転することなしに接続できる。そして回
転し終わったのち、かぶせナット4bを外して座金4cとナ
ット4dで締付ける。
Next, by rotating the bolt 4a using the cover nut 4b mounted, the other screw part is screwed into the mating insert fitting 8. At this time, since both screws are cut at both ends, it can be connected without idling. After finishing the rotation, remove the cover nut 4b and tighten the washer 4c and the nut 4d.

このことで両コンクリート部材2,2′が連結接合される
こととなる。
As a result, both concrete members 2, 2'are connected and joined.

なお補強板9は、第7図に示すようにシール部13を形成
して、コンクリート部材2,2′のシール部に設けてもよ
い。
The reinforcing plate 9 may be provided at the seal portion of the concrete member 2, 2'by forming the seal portion 13 as shown in FIG.

第8図は、この発明の第2発明に係る接合部を使用した
接合構造を示すものである。
FIG. 8 shows a joint structure using the joint portion according to the second invention of the present invention.

ここでの両コンクリート部材2,2′の両接合部14は、前
述した第1発明に係る一方の接合部と同様に構成されて
いる。そして両締付けプレート7を連結ボルト4によっ
て締付けることで、両コンクリート部材2,2′の接合が
行われる。
Both joints 14 of both concrete members 2 and 2'here are constructed in the same manner as the one joint according to the first invention described above. Then, the both fastening plates 7 are fastened by the connecting bolts 4, so that the two concrete members 2, 2'are joined.

このようにするとインサート金具8が埋設されている別
態様のコンクリート部材2,2′を製作する必要がなく、
同一のコンクリート部材を製作するだけで良いので、安
価な場合構造を提供できる。
In this way, there is no need to manufacture another type of concrete member 2, 2'in which the insert metal fitting 8 is embedded,
Since it is only necessary to manufacture the same concrete member, it is possible to provide a structure when the cost is low.

なお連結ボルト4までの締付け作業は、前述した第1図
の実施例と同様にボルト挿入部内に設けられている両ネ
ジボルト4aを引き出し、両端部ネジ部に座金4cおよびナ
ット4dを螺合して締付けることで行われる。
The tightening work up to the connecting bolt 4 is performed by pulling out both screw bolts 4a provided in the bolt insertion portion and screwing washers 4c and nuts 4d into the screw portions at both ends, as in the embodiment shown in FIG. It is done by tightening.

第9図および第10図は、この発明の第1および第2発明
に係る接合部3,3′,の連結ボルト4を1個所位置のみ
に設けたものである。
9 and 10 show the connecting bolts 4 of the joint portions 3, 3'according to the first and second inventions of the present invention provided at only one position.

このように連結ボルト4を1本から3本程度の複数本設
けてもよい。
In this way, a plurality of connecting bolts 4 may be provided, such as one to three.

なお第1および第2図の締付けプレートは、アンカー筋
(図示せず)によってコンクリート部材に固定してもよ
い。このようにすれば接合部をより強固にすることがで
きる。
The tightening plates shown in FIGS. 1 and 2 may be fixed to the concrete member by anchor bars (not shown). In this way, the joint can be made stronger.

〔発明の効果〕 この発明は、コンクリート部材の接合端面に形成されて
いる接合部を、接合作業用凹部から接合端面へ貫通して
コンクリート部材に形成されている連結ボルト用の貫通
孔と、接合作業用凹部のほぼ深さ方向全長にわたり設け
られており、連結ボルトが貫通して締付けられる締付け
プレートとを備えたものにしたことを特徴とする。
[Advantages of the Invention] The present invention joins a joining portion formed on a joining end surface of a concrete member, with a through hole for a connecting bolt formed in the concrete member penetrating from the joining operation recess to the joining end surface, and joining. The working recess is provided over substantially the entire length in the depth direction, and is provided with a tightening plate through which the connecting bolt penetrates and is tightened.

そのため接合端面同士を当接させたコンクリート部材
を、締付けプレートを介して締付けることができ、両コ
ンクリート部の接合部が変形してしまうことを防止して
強固に接合させることができる。
Therefore, the concrete member in which the joint end surfaces are brought into contact with each other can be clamped through the clamp plate, and the joint portions of both concrete portions can be prevented from being deformed and can be firmly joined.

特にこの発明は平板状で露出部隅角部に面取りが施さ
れ、その面取りはコンクリート部材の接合端面の表面側
隅角部の面取りと同一平面をなし、コンクリート中に埋
設されるアンカーが突設された補強板を所要間隔をもっ
て多数個設けてあり、構造が単純で製作上もコンクリー
トの打込みに格別支障がなくかつ仕上がりもよく、そし
て各々のコンクリート部材の補強板の接合端面へ露出部
同士を当接させることで、強固に接合しても連結ボルト
締付け部近傍における破壊され易い接合端面の厚み方向
端部が破損してしまうことを防止することができる。
In particular, the present invention is flat and chamfered at the exposed corners, the chamfers being flush with the chamfers on the surface-side corners of the joint end face of the concrete member, and the anchor embedded in the concrete A large number of the specified reinforcing plates are provided at the required intervals, the structure is simple, there is no particular difficulty in concrete injection in manufacturing, and the finish is good, and exposed parts are connected to the joint end surface of the reinforcing plate of each concrete member. By bringing them into contact with each other, it is possible to prevent the end portion in the thickness direction of the joint end face, which is easily broken, in the vicinity of the tightening portion of the connecting bolt from being damaged even if firmly joined.

このように接合端面同士を当接させたコンクリート部材
を締付けプレートを介して締付けることと、補強板を設
けたこととの相互作用により、破損の心配がなく強固に
連結することのできる接合構造を提供できる。
In this way, by joining the concrete members whose joining end surfaces are brought into contact with each other through the fastening plate and by providing the reinforcing plate, a joining structure capable of firmly connecting without fear of damage is provided. Can be provided.

さらに構造が簡単であるため、複雑な加工等を必要とせ
ず使用する材料も少ないので、あらゆる継手部に比し安
価で経済的な接合構造を提供できる。
Furthermore, since the structure is simple, there is no need for complicated processing or the like and the amount of material used is small, so that it is possible to provide an inexpensive and economical joint structure as compared with all joint parts.

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

第1図はこの発明の第1発明に係る接合構造を示す断面
図、第2図は連結ボルトの締付け作業状態を示す断面
図、第3図はこの発明に係るコンクリート部材を製作す
る型枠装置を示す斜視図、第4図は補強板を示す斜視
図、第5図は補強板を取付けた状態を示す型枠装置の断
面図、第6図はこの発明に係るコンクリート部材を示す
斜視図、第7図は補強板の別態様を示す断面図、第8図
はこの発明の第2発明に係る接合構造を示す断面図、第
9図および第10図は第1および第2図の接合構造の別態
様を示す断面図である。 1……接合構造、2,2′……コンクリート部材、2a……
接合端面、2b……表面、3,3′……接合部、4……連結
ボルト、5……接合作業用凹部、6……貫通孔、7……
締付けプレート、8……インサート金具、9……補強
板、9a……スタッドボルト、10……型枠装置、10a……
型枠板、11……取付けネジ、12……中型枠、13……シー
ル部、14……接合部。
FIG. 1 is a sectional view showing a joint structure according to the first invention of the present invention, FIG. 2 is a sectional view showing a working state of tightening a connecting bolt, and FIG. 3 is a formwork apparatus for manufacturing a concrete member according to the present invention. FIG. 4, FIG. 4 is a perspective view showing a reinforcing plate, FIG. 5 is a cross-sectional view of the formwork device showing a state in which the reinforcing plate is attached, and FIG. 6 is a perspective view showing a concrete member according to the present invention. FIG. 7 is a sectional view showing another embodiment of the reinforcing plate, FIG. 8 is a sectional view showing a joint structure according to the second invention of the present invention, and FIGS. 9 and 10 are joint structures of FIG. 1 and FIG. FIG. 7 is a cross-sectional view showing another aspect of FIG. 1 …… Joining structure, 2,2 ′ …… Concrete member, 2a ……
Joining end face, 2b ... Surface, 3, 3 '... Joining part, 4 ... Connecting bolt, 5 ... Joining work concave part, 6 ... Through hole, 7 ...
Tightening plate, 8 ... Insert metal fitting, 9 ... Reinforcing plate, 9a ... Stud bolt, 10 ... Formwork device, 10a ...
Form plate, 11 ... Mounting screw, 12 ... Medium form, 13 ... Seal part, 14 ... Joining part.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】接合すべき一対のコンクリート部材の接合
端部に形成されている両接合部を連結ボルトによって締
付けて前記両コンクリート部材を接合してなる接合構造
であり、前記一方の接合部は、接合作業用凹部から接合
端面へ貫通してコンクリート部材に形成されている前記
連結ボルト用の貫通孔と、前記作業用凹部のほぼ深さ方
向全長にわたり設けられており、前記連結ボルトが貫通
して締付けられる締付けプレートとを有してなると共
に、前記他方の接合部は、前記貫通孔を貫通した連結ボ
ルトが螺合するインサート金具を埋設してなり、前記両
接合部における厚み方向端部には、コンクリート部材の
接合端面および表面に同一面となるように露出してお
り、各々のコンクリート部材接合端面への露出部同士が
当接し、かつその面取りはコンクリート部材の接合端面
の表面側隅角部の面取りと同一平面をなし、平面状で露
出部隅角部に面取りが施され、コンクリート中に埋設さ
れるアンカーが突設された補強板が所要間隔をもって多
数個設けてあることを特徴とするコンクリート部材の接
合構造。
1. A joint structure in which both joint portions formed at joint ends of a pair of concrete members to be joined are fastened with a connecting bolt to join the both concrete members, and the one joint portion is A through hole for the connecting bolt that is formed in the concrete member by penetrating from the recess for joining work to the joining end surface, and is provided over substantially the entire depth direction of the recess for working, and the connecting bolt penetrates And a tightening plate to be tightened, and the other joint is formed by embedding an insert metal fitting into which a connecting bolt penetrating the through hole is screwed, and at the end portions in the thickness direction of the both joints. Are exposed so that they are flush with the joint end surface and surface of the concrete member. Is the same plane as the chamfer of the corner on the surface side of the joint end face of the concrete member, and the chamfer is applied to the exposed corner of the plane, and a reinforcement plate with anchors embedded in concrete is required. A joint structure for concrete members characterized in that a large number of them are provided at intervals.
【請求項2】接合すべき一対のコンクリート部材の接合
端面部に形成されている両接合部を連結ボルトによって
締付けて前記両コンクリート部材を接合してなる接合構
造であり、前記両接合部は、接合作業用凹部から接合端
面へ貫通してコンクリート部材に形成されている前記連
結ボルト用の貫通孔と、前記接合作業用凹部の略深さ全
長にわたり設けられており、前記連結ボルトが貫通して
締付けられる締付プレートとを有してなると共に、前記
両接合部における厚み方向端部には、コンクリート部材
の接合端面および表面に同一面となるように露出してお
り、各々のコンクリート部材接合端面への露出部同士が
当接し、かつ平板状で露出部隅角部に面取りが施され、
その面取りはコンクリート部材の接合端面の表面側隅角
部の面取りと同一平面をなし、コンクリート中に埋設さ
れるアンカーが突設された補強板が所要間隔をもった複
数個設けられてあることを特徴とするコンクリート部材
の接合構造。
2. A joint structure in which both joint portions formed on joint end face portions of a pair of concrete members to be joined are fastened with a connecting bolt to join the both concrete members, and the both joint portions are: A through hole for the connecting bolt formed in the concrete member penetrating from the concave portion for joining work to the joining end surface, and provided over substantially the entire depth of the concave portion for joining work, the connecting bolt passing through And a tightening plate to be tightened, the thickness direction ends of the both joints are exposed so as to be flush with the joint end face and the surface of the concrete member, and each concrete member joint end face is exposed. The exposed parts of the contact part contact each other, and the exposed corners of the exposed part are chamfered.
The chamfer is coplanar with the chamfer of the corners on the surface side of the joint end surface of the concrete member, and there are a plurality of reinforcing plates with anchors protruding from the anchor embedded in the concrete. Characteristic concrete joining structure.
JP62027966A 1986-10-24 1987-02-09 Joint structure of concrete members Expired - Lifetime JPH0791950B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP25335486 1986-10-24
JP61-253354 1986-10-24

Publications (2)

Publication Number Publication Date
JPS63219798A JPS63219798A (en) 1988-09-13
JPH0791950B2 true JPH0791950B2 (en) 1995-10-09

Family

ID=17250166

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62027966A Expired - Lifetime JPH0791950B2 (en) 1986-10-24 1987-02-09 Joint structure of concrete members

Country Status (1)

Country Link
JP (1) JPH0791950B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07109160B2 (en) * 1988-11-14 1995-11-22 純一 都築 Joint structure of large diameter concrete segment
JP2589790B2 (en) * 1988-12-14 1997-03-12 鹿島建設株式会社 Segment joint structure
JP2672381B2 (en) * 1989-12-28 1997-11-05 純一 都築 Concrete segment joining equipment
JPH0731999U (en) * 1994-07-28 1995-06-16 鹿島建設株式会社 Through bolt for connecting segments
JP5281840B2 (en) * 2008-07-25 2013-09-04 大成建設株式会社 Screw fastening mechanism
JP7228347B2 (en) * 2018-07-24 2023-02-24 株式会社シンニッタン Joining method for aluminum beams and iron pipes

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5919538Y2 (en) * 1981-08-11 1984-06-06 パンドロ−ル・リミテツド Equipment for making clip members for railway track fastening
JPS60497U (en) * 1983-06-14 1985-01-05 フジミ工研株式会社 RC segment with reinforcing steel on the joint surface
JPS6121299A (en) * 1984-07-11 1986-01-29 都築 純一 Concrete segment

Also Published As

Publication number Publication date
JPS63219798A (en) 1988-09-13

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