JPH10231694A - Structure of coupling - Google Patents

Structure of coupling

Info

Publication number
JPH10231694A
JPH10231694A JP9034105A JP3410597A JPH10231694A JP H10231694 A JPH10231694 A JP H10231694A JP 9034105 A JP9034105 A JP 9034105A JP 3410597 A JP3410597 A JP 3410597A JP H10231694 A JPH10231694 A JP H10231694A
Authority
JP
Japan
Prior art keywords
fitting
joint
male
female
engagement
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.)
Pending
Application number
JP9034105A
Other languages
Japanese (ja)
Inventor
Hirohide Hashimoto
博英 橋本
Yukiyoshi Kikuchi
征祐 菊池
Toshihiko Bessho
俊彦 別所
Fumio Unosawa
史生 宇野沢
Toshimi Ino
敏美 伊野
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.)
Taisei Corp
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
Original Assignee
Taisei Corp
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 Taisei Corp, Ishikawajima Kenzai Kogyo Co Ltd, Ishikawajima Construction Materials Co Ltd filed Critical Taisei Corp
Priority to JP9034105A priority Critical patent/JPH10231694A/en
Publication of JPH10231694A publication Critical patent/JPH10231694A/en
Pending legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To joint structures very easily without incurring cost increases. SOLUTION: A coupling hardware 1 is comprises of female coupling hardwares 2 provided in a structure, a male coupling hardware 3 that connects two pieces of the female coupling hardware 2. A pair of hook-form fastening sections 6 provided opposite to each other are formed in the female coupling hardware 2. An engagement section 7 that inserted into an engagement space 8 formed between the fastening sections 6 of the female coupling hardware 2 in both sides of a plate connecting hardware body 11 forming the male coupling hardware 3. By driving tapered wedge members 12 into clearances between bottoms 8a forming the engagement space 8 of the female coupling hardware 2 and the end faces 7a of the engagement sections 7 of the male coupling hardware 3, the engagement sections 7 of the male coupling hardware 3 are pressed against the fastening sections 5 formed in the fastening sections 6 of the female coupling hardware 2, connecting strongly the female coupling hardware 2 and the male coupling hardware 3 by its pressing force.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、例えば、橋梁等
の路面を構成する床版あるいはトンネル壁体を構成する
セグメント等の構造物を互いに接合する際に用いられる
継手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 joint structure used for joining structures such as floor slabs constituting a road surface such as a bridge or segments constituting a tunnel wall to each other.

【0002】[0002]

【従来の技術】従来より、例えば、橋梁等の路面を構成
する床版同士を互いに接合する継手構造としては、接合
する構造物同士の間にて、これら構造物から延出された
鉄筋同士を目地部にてラップさせ、さらにこのラップ部
分に他の鉄筋を直交させて配筋し、この目地部へモルタ
ルを充填して一体化して接合する工法が知られている。
また、例えば、トンネル壁体を構成するセグメント同士
を接合する技術としては、互いに接合するセグメントの
接合端面に設けた継手板同士をボルト、ナットによって
締結固定することにより接合する工法がある。
2. Description of the Related Art Conventionally, as a joint structure for joining floor slabs constituting a road surface such as a bridge to each other, for example, a reinforcing bar extending from these structures is interposed between the joined structures. A method is known in which a joint is wrapped, another reinforcing bar is orthogonally arranged on the wrapped portion, and the joint is filled with mortar, integrated and joined.
Further, for example, as a technique for joining the segments constituting the tunnel wall body, there is a method of joining joint plates provided on joint end surfaces of segments to be joined by fastening and fixing the joint plates with bolts and nuts.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、目地に
て鉄筋をラップさせてモルタルを充填する継手構造の場
合、モルタルの充填作業に多大な手間を要するととも
に、充填したモルタルの硬化、養生期間が必要であり、
工期の長期化を招いてしまう。また、多量のモルタル及
び新たに配筋する鉄筋が必要であるので、コストアップ
を招いてしまうという問題があった。また、継手板同士
をボルト、ナットによって接合する工法の場合も、その
締結作業に多大な手間を要するという問題があった。
However, in the case of a joint structure in which mortar is filled by wrapping a reinforcing bar at a joint, a great deal of labor is required for filling the mortar, and a hardening and curing period of the filled mortar is required. And
This leads to a longer construction period. In addition, since a large amount of mortar and a new reinforcing bar are required, there is a problem that the cost is increased. Further, also in the case of the method of joining the joint plates with bolts and nuts, there is a problem that a great deal of labor is required for the fastening work.

【0004】この発明は、上記事情に鑑みてなされたも
ので、コストアップを招くことなく、極めて容易に構造
物同士を接合することが可能な継手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 an object of the present invention is to provide a joint structure capable of joining structures very easily without increasing costs.

【0005】[0005]

【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記載の継手構造は、構造物同士を継手金具
によって互いに接合する継手構造であって、前記継手金
具は、前記構造物にそれぞれ設けられた雌型継手金具
と、これら雌型継手金具同士を連結する雄型継手金具と
からなり、前記雌型継手金具は、鉤形に形成された係止
部を有し、前記雄型継手金具は、板状の連結金具本体
と、この連結金具本体の両側部に設けられ、前記雌型継
手金具の係止部同士の間に形成された係合空間内に挿入
される係合部とを有し、前記雌型継手金具の前記係合空
間を形成する底部と、前記雄型継手金具の係合部の端面
との隙間には、クサビ材が打ち込まれていることを特徴
としている。
In order to achieve the above object, a joint structure according to claim 1 is a joint structure in which structures are joined to each other by joint fittings, wherein the joint fittings are connected to the structure. And a male fitting for connecting the female fittings to each other, the female fitting having a hook-shaped engaging portion, The mold fitting is provided on both sides of the plate-shaped connecting fitting main body and the connecting fitting main body, and is engaged in an engaging space formed between the locking portions of the female fitting fitting. A wedge material is driven into a gap between a bottom portion forming the engagement space of the female joint fitting and an end face of an engaging portion of the male joint fitting. I have.

【0006】請求項2記載の継手構造は、構造物同士を
継手金具によって互いに接合する継手構造であって、前
記継手金具は、一方の構造物に設けられた雌型継手金具
と、他方の構造物に設けられた雄型継手金具とからな
り、前記雌型継手金具は、鉤形に形成された係止部を有
し、前記雄型継手金具は、板状の連結金具本体と、この
連結金具本体の端部に設けられ、前記雌型継手金具の係
止部同士の間に形成された係合空間内に挿入される係合
部とを有し、前記雌型継手金具の前記係合空間を形成す
る底部と、前記雄型継手金具の係合部の端面との隙間に
は、クサビ材が打ち込まれていることを特徴としてい
る。
A joint structure according to a second aspect of the present invention is a joint structure in which structures are joined to each other by joint fittings, wherein the joint fitting is a female joint fitting provided on one structure and the other structure. The female joint fitting has a hook-shaped engaging portion, and the male joint fitting is connected to a plate-shaped connecting fitting main body and a connecting member. An engagement portion provided at an end of the metal fitting main body and inserted into an engagement space formed between the locking portions of the female joint metal fitting, wherein the engagement of the female joint metal fitting is performed. A wedge material is driven into a gap between a bottom portion forming a space and an end face of an engaging portion of the male joint fitting.

【0007】請求項3記載の継手構造は、請求項1また
は請求項2記載の継手構造において、前記雌型継手金具
の前記係合空間を形成する底部と、前記雄型継手金具の
係合部の端面との隙間が、前記クサビ材の打ち込み方向
へ向かって窄まるテーパ形状に形成されていることを特
徴としている。請求項4記載の継手構造は、請求項1〜
3のいずれか1項記載の継手構造において、前記雌型継
手金具の前記係合空間を形成する底部と、前記雄型継手
金具の係合部の端面との隙間に、その両端から前記クサ
ビ材が打ち込まれていることを特徴としている。請求項
5記載の継手構造は、請求項1〜4のいずれか1項記載
の継手構造において、前記雌型継手金具の係止部と前記
雄型継手金具の係合部との互いに接触して係合する接触
箇所が、同一曲率にて湾曲された摺動面とされているこ
と特徴としている。
A joint structure according to a third aspect of the present invention is the joint structure according to the first or second aspect, wherein a bottom portion forming the engagement space of the female joint fitting and an engaging portion of the male joint fitting are provided. Is formed in a tapered shape that narrows in a direction in which the wedge material is driven. The joint structure according to the fourth aspect is the first aspect.
3. The joint structure according to claim 3, wherein a wedge material is provided at both ends of a gap between a bottom part of the female joint fitting that forms the engagement space and an end face of the engagement part of the male joint fitting. It is characterized by being driven. A joint structure according to a fifth aspect is the joint structure according to any one of the first to fourth aspects, wherein the engaging portion of the female joint fitting and the engaging portion of the male joint fitting contact each other. It is characterized in that the engaging contact point is a sliding surface curved at the same curvature.

【0008】[0008]

【発明の実施の形態】以下、本発明の継手構造の実施の
形態を図によって説明する。 (第1実施形態)図1〜図3において、符号1は、継手
金具である。この継手金具1は、それぞれの構造物Kに
固定された雌型継手金具2と、これら雌型継手金具2同
士を連結する雄型継手金具3とを有している。雌型継手
金具2には、その背面側に、構造物Kに埋設された連結
棒4が連結されており、これにより、雌型継手金具2が
構造物Kに強固に固定されている。雌型継手金具2に
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が互いに対向させて設けられており、これら係止部6
同士によって形成された空間が雄型継手金具3の係合部
7が係合する係合空間8とされている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the joint structure according to the present invention will be described below with reference to the drawings. (First Embodiment) In FIGS. 1 to 3, reference numeral 1 denotes a joint fitting. The joint fitting 1 has a female joint fitting 2 fixed to each structure K, and a male joint fitting 3 for connecting the female joint fittings 2 to each other. A connecting rod 4 embedded in the structure K is connected to the rear side of the female joint fitting 2, whereby the female joint fitting 2 is firmly fixed to the structure K. The female joint fitting 2 is provided with a pair of hook-shaped locking portions 6 having locking pieces 5 opposing each other.
The space formed by each other is an engaging space 8 in which the engaging portion 7 of the male fitting 3 engages.

【0009】また、これら雌型継手金具2同士を連結す
る雄型継手金具3は、断面I字形に形成されたもので、
板状の連結金具本体11の両側部が前述したように雌型
継手金具2の係合空間8内に挿入される係合部7とされ
ている。連結金具本体11は、雌型継手金具2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、雌型継手金具
2の係合空間8を形成する底部8aと雄型継手金具3の
係合部7の端面7aとの隙間Sには、クサビ材12がそ
れぞれ打ち込まれており、これらクサビ材12によって
雄型継手金具3の係合部7が雌型継手金具2の係止片部
5へ押し付けられ、その押圧力によって雌型継手金具2
から雄型継手金具3が脱落することなく高い結合力によ
って互いに結合されている。また、雄型継手金具3は、
その係合部7を雌型継手金具2の係合空間8内に挿入さ
せた状態にて、その周囲に多少のクリアランスが形成さ
れる大きさとされており、これにより、この雄型継手金
具3が雌型継手金具2に対して左右に多少移動可能とさ
れている。
The male fitting 3 for connecting the female fittings 2 is formed in an I-shaped cross section.
The both sides of the plate-shaped connection metal fitting body 11 serve as the engagement portions 7 inserted into the engagement spaces 8 of the female joint metal fitting 2 as described above. The connection fitting main body 11 is formed thinner than the gap between the locking pieces 5 of the locking portion 6 of the female joint fitting 2 so that it can be inserted. 5 are formed thicker than the gaps between them. A wedge material 12 is driven into a gap S between a bottom 8a forming the engagement space 8 of the female joint fitting 2 and an end face 7a of the engaging portion 7 of the male joint fitting 3, respectively. The engaging portion 7 of the male fitting 3 is pressed against the locking piece 5 of the female fitting 2 by the material 12, and the pressing force of the engaging portion 7 of the female fitting 2 causes the female fitting 2.
The male fittings 3 are joined to each other with a high joining force without falling off. The male fitting 3 is
When the engagement portion 7 is inserted into the engagement space 8 of the female joint fitting 2, the clearance is formed to have a small clearance around the engagement portion 7. Are slightly movable left and right with respect to the female joint fitting 2.

【0010】そして、上記継手金具1によってそれぞれ
の構造物K同士を連結する場合は、まず、それぞれの構
造物Kに固定された雌型継手金具2の係合空間8に、雄
型継手金具3の係合部7を挿入させながら嵌め込む。こ
の状態において、雌型継手金具2の係合空間8を形成す
る底部8aと雄型継手金具3の係合部7の端面7aとの
隙間Sへ、いずれか一方側からクサビ材12を打ち込
む。このようにすると、このクサビ材12によって雌型
継手金具2の係合空間8の隙間Sが拡げられ、係合部7
が係止片部5へ押し付けられ、その押圧力によって雄型
継手金具3と雌型継手金具2とが確実に接合されること
となる。
When connecting the structures K to each other by the joint fittings 1, first, the male joint fittings 3 are inserted into the engagement spaces 8 of the female joint fittings 2 fixed to the respective structures K. While inserting the engaging portion 7 of the connector. In this state, the wedge material 12 is driven into the gap S between the bottom 8a forming the engagement space 8 of the female joint fitting 2 and the end face 7a of the engaging portion 7 of the male joint fitting 3 from one side. In this way, the gap S of the engagement space 8 of the female joint fitting 2 is expanded by the wedge material 12, and the engagement portion 7
Is pressed against the locking piece 5, and the pressing force ensures that the male joint fitting 3 and the female joint fitting 2 are joined.

【0011】このように、上記の継手構造によれば、雌
型継手金具2の鉤形に形成された係止部6によって囲わ
れた係合空間8内へ雄型継手金具3の係合部7を嵌合さ
せた状態にて、係合空間8を形成する底部8aと係合部
7の端面7aとの間にクサビ材12を打ち込むだけで、
極めて容易に、これら雌型継手金具2と雄型継手金具3
とを強固に連結させて、構造物K同士を接合させること
ができる。即ち、従来のように、モルタルやボルト、ナ
ットを用いる継手構造と比較して、構造物同士の接合作
業の簡略化を図ることができ、これにより、接合作業に
かかる工期を大幅に短縮することができ、また、接合の
ために鉄筋を用いるようなことがないので、コストアッ
プを招くこともない。
As described above, according to the above-mentioned joint structure, the engaging portion of the male joint fitting 3 is inserted into the engaging space 8 surrounded by the hook-shaped engaging portion 6 of the female joint fitting 2. 7 with the wedge material 12 just inserted between the bottom 8a forming the engagement space 8 and the end face 7a of the engagement portion 7,
Very easily, these female joint fittings 2 and male joint fittings 3
And the structures K can be joined together. That is, as compared with the conventional joint structure using mortar, bolts, and nuts, the joining work between the structures can be simplified, thereby greatly shortening the time required for the joining work. In addition, since there is no need to use a reinforcing bar for joining, there is no increase in cost.

【0012】しかも、図4に示すように、構造物K同士
の位置が上下に多少ずれていたとしても、雌型継手金具
2の係合空間8内の係合部7との隙間Sへクサビ材12
を打ち込むことにより、これら雌型継手金具2と雄型継
手金具3とが強固に連結される。つまり、これら上下に
位置がずれた構造物K同士を確実に接合することができ
る。
Further, as shown in FIG. 4, even if the positions of the structures K are slightly shifted up and down, the gap S between the structure K and the engaging portion 7 in the engaging space 8 of the female joint fitting 2 is still inserted. Lumber 12
, The female joint fitting 2 and the male joint fitting 3 are firmly connected. That is, it is possible to reliably join the structures K whose positions are shifted vertically.

【0013】(第2実施形態)図5に示す継手構造は、
雄型継手金具3の係合部7の端面7aをテーパ面とした
もので、このテーパ面とした端面7aによって、係合空
間8を形成する底部8aと係合部7の端面7aつまりテ
ーパ面との隙間Sが、クサビ材12の打ち込み方向へ向
かって次第に窄められたテーパ形状とされている。そし
て、この継手構造によれば、クサビ材12の打ち込みに
よるクサビ効果、つまり、係合部7の係止片部5への押
圧力をさらに高めることができる。
(Second Embodiment) The joint structure shown in FIG.
The end face 7a of the engaging portion 7 of the male joint fitting 3 is a tapered surface, and the bottom surface 8a forming the engaging space 8 and the end face 7a of the engaging portion 7, that is, the tapered surface are formed by the tapered end surface 7a. Is formed in a tapered shape that is gradually narrowed in the driving direction of the wedge material 12. And according to this joint structure, the wedge effect by the driving of the wedge material 12, that is, the pressing force of the engaging portion 7 on the locking piece portion 5 can be further increased.

【0014】(第3実施形態)図6に示す継手構造は、
係合空間8の底部8aと係合部7の端面7aとの隙間S
へ、上下両方向からクサビ材12を打ち込んだものであ
り、このように、両方向からクサビ材12を打ち込むこ
とにより、雌型継手金具2と雄型継手金具3とをさらに
強固にかつ安定して接合させることができる。また、こ
のように、両方向からクサビ材12を打ち込む構造の場
合、これらクサビ材12を打ち込む治具として単に上下
から挟み込むような簡略的な構造の治具を用いることが
できる。
(Third Embodiment) The joint structure shown in FIG.
Gap S between bottom 8a of engagement space 8 and end face 7a of engagement portion 7
In this manner, the wedge material 12 is driven from both the upper and lower directions. By thus driving the wedge material 12 from both directions, the female joint fitting 2 and the male joint fitting 3 are more firmly and stably joined. Can be done. Further, in the case of the structure in which the wedge material 12 is driven from both directions, a jig having a simple structure in which the wedge material 12 is simply sandwiched from above and below can be used as the jig.

【0015】(第4実施形態)また、図7に示す継手構
造は、図6と同様に隙間Sの両端へ上下両方向からクサ
ビ材12を打ち込む継手構造であり、この継手構造で
は、係合部7の端面7aがそれぞれ上下の中間部へ向か
って突出されており、これにより、この端面7aが上下
にてそれぞれ逆向きのテーパ面とされている。そして、
これらテーパ面とされた端面7aによって、隙間Sが、
クサビ材12の打ち込み方向へ向かってそれぞれ次第に
窄められたテーパ形状とされている。つまり、この継手
構造によれば、クサビ材12の打ち込みによるクサビ効
果をさらに高めて雌型継手金具2と雄型継手金具3との
さらなる強固な接合状態を確保することができるととも
に、これら雌型継手金具2と雄型継手金具3とを安定し
て接合させることができる。
(Fourth Embodiment) Further, the joint structure shown in FIG. 7 is a joint structure in which wedge material 12 is driven into both ends of gap S from both upper and lower directions similarly to FIG. Each of the end faces 7a protrudes toward the upper and lower intermediate portions, so that the end faces 7a are tapered surfaces that are opposite in upper and lower directions. And
The gap S is formed by these tapered end surfaces 7a.
Each of the wedge members 12 has a tapered shape gradually narrowed in a driving direction. In other words, according to this joint structure, the wedge effect by driving the wedge material 12 can be further enhanced to secure a more firm joining state between the female joint fitting 2 and the male joint fitting 3, and these female molds can be secured. The joint fitting 2 and the male joint fitting 3 can be stably joined.

【0016】(第5実施形態)また、図8及び図9に示
すものは、いずれも雌型継手金具2と雄型継手金具3と
が相対的に揺動可能とされた継手構造である。つまり、
雌型継手金具2の係止片部5の係合空間8側の側面5
a、及び雄型継手金具3の係合部7の端面7aに対する
裏面7bがそれぞれ同一曲率にて湾曲されており、図8
に示す継手構造では、係合空間8から外方へ向かって湾
曲され、図9に示す継手構造では、係合空間8の内方へ
向かって湾曲されている。
(Fifth Embodiment) FIGS. 8 and 9 show a joint structure in which the female joint fitting 2 and the male joint fitting 3 are relatively swingable. That is,
Side surface 5 of locking piece 5 of female joint fitting 2 on engagement space 8 side
a and the back surface 7b with respect to the end surface 7a of the engaging portion 7 of the male fitting 3 are curved at the same curvature, respectively, as shown in FIG.
In the joint structure shown in FIG. 8, the joint structure 8 is curved outward from the engagement space 8, and in the joint structure shown in FIG.

【0017】そして、これら継手構造では、いずれもそ
れぞれの湾曲された係止片部5の側面5aと係合部7の
裏面7bとが摺動することにより、雌型継手金具2と雄
型継手金具3とが互いに揺動されるようになっている。
つまり、構造物K同士が多少傾いていたとしてもこれら
継手金具1によってその傾きを許容して確実に接合させ
ることができる。なお、上記の場合、隙間Sへ打ち込む
クサビ材12と係合部7の端面7aとの接触面も同様に
湾曲されて、雌型継手金具2と雄型継手金具3との揺動
時に互いに摺動するようになっている。
In each of these joint structures, the female joint fitting 2 and the male joint are formed by sliding the side surface 5a of the curved locking piece 5 and the back surface 7b of the engaging portion 7 in each case. The metal fittings 3 are swung with each other.
That is, even if the structures K are slightly inclined, the joints 1 allow the inclination and allow the structures K to be surely joined. In the above case, the contact surface between the wedge material 12 driven into the gap S and the end face 7a of the engaging portion 7 is also curved, and slides together when the female joint fitting 2 and the male joint fitting 3 swing. It works.

【0018】(第6実施形態)また、上記の実施の形態
では、いずれもそれぞれの構造物Kに設けられた雌型継
手金具2同士を、両端部に係合部7が形成された断面I
型の雄型継手金具3によって互いに接合させる構造とし
たが、構造物Kのいずれか一方に雌型継手金具2を設
け、他方の構造物Kに雄型継手金具3を直接設け、これ
らを互いに接合させるようにしても良いことは勿論であ
る。
(Sixth Embodiment) In the above-described embodiment, the female joint fittings 2 provided on the respective structures K are connected to each other at the cross section I where the engaging portions 7 are formed at both ends.
The structure is such that the male joint fitting 3 is joined to each other by the male joint fitting 3 of the mold. Needless to say, they may be joined.

【0019】図10に示すものは、雄型継手金具3とし
て、断面T字形のものを用い、この雄型継手金具3が構
造物Kに埋め込まれた連結棒4に直接固定された構造の
継手金具1である。即ち、このように、雄型継手金具3
を構造物Kへ直接固定した場合でも、雌型継手金具2と
雄型継手金具3との接合箇所の形状及び構造を、上記実
施形態(第1〜第5実施形態)の構造と同様にすること
により、同様の作用効果を得ることができる。また、こ
の継手構造の場合、部品点数の削減を図ることができ、
コスト低減を図ることができる。
FIG. 10 shows a male joint fitting 3 having a T-shaped cross section. The male joint fitting 3 is directly fixed to a connecting rod 4 embedded in a structure K. Metal fitting 1. That is, as described above, the male joint fitting 3
Is fixed directly to the structure K, the shape and structure of the joint between the female joint fitting 2 and the male joint fitting 3 are the same as those of the above-described embodiment (first to fifth embodiments). Thereby, the same operation and effect can be obtained. In addition, in the case of this joint structure, the number of parts can be reduced,
Cost can be reduced.

【0020】[0020]

【発明の効果】以上、説明したように、本発明の継手構
造によれば、下記の効果を得ることができる。請求項1
記載の継手構造によれば、雌型継手金具の係止部によっ
て囲われた係合空間内へ雄型継手金具の係合部を嵌合さ
せた状態にて、係合空間を形成する底部と係合部の端面
との隙間にクサビ材を打ち込むだけで、極めて容易に、
それぞれの構造物に設けられた雌型継手金具同士を雄型
継手金具によって強固に連結して、構造物同士を接合さ
せることができる。即ち、従来のように、モルタルやボ
ルト、ナットを用いる継手構造と比較して、構造物同士
の接合作業の簡略化を図ることができ、これにより、接
合作業にかかる工期を大幅に短縮することができ、ま
た、接合のために鉄筋を用いるようなことがないので、
コストアップを招くこともない。
As described above, according to the joint structure of the present invention, the following effects can be obtained. Claim 1
According to the joint structure described above, in a state where the engaging portion of the male joint fitting is fitted into the engaging space surrounded by the engaging portion of the female joint fitting, a bottom portion that forms an engaging space and Just hitting the wedge material into the gap with the end face of the engaging part, very easily,
The female joint fittings provided in each structure are firmly connected to each other by the male joint fitting, and the structures can be joined to each other. That is, as compared with the conventional joint structure using mortar, bolts, and nuts, the joining work between the structures can be simplified, thereby greatly shortening the time required for the joining work. And there is no need to use rebar for joining,
There is no cost increase.

【0021】請求項2記載の継手構造によれば、雌型継
手金具の係止部によって囲われた係合空間内へ雄型継手
金具の係合部を嵌合させた状態にて、係合空間を形成す
る底部と係合部の端面との隙間にクサビ材を打ち込むだ
けで、極めて容易に、それぞれの構造物に設けられた雌
型継手金具と雄型継手金具とを強固に連結して、構造物
同士を接合させることができる。即ち、従来のように、
モルタルやボルト、ナットを用いる継手構造と比較し
て、構造物同士の接合作業の簡略化を図ることができ、
これにより、接合作業にかかる工期を大幅に短縮するこ
とができ、また、接合のために鉄筋を用いるようなこと
がないので、コストアップを招くこともない。
According to the joint structure of the second aspect, the engagement is performed with the engagement portion of the male joint fitting fitted into the engagement space surrounded by the locking portion of the female joint fitting. Just hitting the wedge material into the gap between the bottom part that forms the space and the end face of the engaging part, very easily, firmly connecting the female joint fitting and the male joint fitting provided on each structure The structures can be joined together. That is, as before,
Compared to the joint structure using mortar, bolts and nuts, the joining work between structures can be simplified,
As a result, the work period required for the joining operation can be significantly reduced, and there is no need to use a reinforcing bar for joining, so that there is no increase in cost.

【0022】請求項3記載の継手構造によれば、係合空
間を形成する底部と係合部の端面との隙間が、クサビ材
の打ち込み方向へ向かって窄まるテーパ形状に形成され
ているので、クサビ材を容易に打ち込むことができると
ともに、打ち込むクサビ材によるクサビ効果、つまり、
雄型継手金具の係合部と雌型継手金具の係止部との係合
力を大幅に高めることができ、さらに高強度にて雄型継
手金具と雌型継手金具とを連結させることができる。請
求項4記載の継手構造によれば、係合空間を形成する底
部と係合部の端面との隙間の両端側からクサビ材が打ち
込まれているので、雄型継手金具の係合部と雌型継手金
具の係止部との係合力を両方向から加えることができ、
これら雌型継手金具と雄型継手金具とを安定してかつ高
強度にて接合させることができる。
According to the joint structure of the third aspect, the gap between the bottom portion forming the engagement space and the end surface of the engagement portion is formed in a tapered shape narrowing in the wedge material driving direction. , Wedge material can be easily driven, and the wedge effect of the wedge material to be driven,
The engaging force between the engaging portion of the male fitting and the engaging portion of the female fitting can be greatly increased, and the male fitting and the female fitting can be connected with high strength. . According to the joint structure of the fourth aspect, the wedge material is driven from both ends of the gap between the bottom portion forming the engagement space and the end face of the engagement portion. The engagement force with the locking part of the mold fitting can be applied from both directions,
These female fittings and male fittings can be joined stably and with high strength.

【0023】請求項5記載の継手構造によれば、雄型継
手金具の係合部と雌型継手金具の係止部とが互いに係合
している接触箇所が同一曲率にて湾曲された摺動面とさ
れているので、雌型継手金具と雄型継手金具とをその摺
動面を摺動させることにより揺動させることができる。
つまり、構造物同士が多少傾いていたとしても、その傾
きを許容して確実に接合させることができる。
According to the joint structure of the present invention, the contact portion where the engaging portion of the male joint fitting and the engaging portion of the female joint fitting engage with each other is curved at the same curvature. Since it is a moving surface, the female joint fitting and the male joint fitting can be swung by sliding the sliding surfaces thereof.
In other words, even if the structures are slightly inclined, it is possible to securely join them while allowing the inclination.

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

【図1】 本発明の継手構造の第1実施形態を説明する
継手金具の斜視図である。
FIG. 1 is a perspective view of a fitting for explaining a first embodiment of a joint structure of the present invention.

【図2】 本発明の継手構造の第1実施形態を説明する
継手金具の断面図である。
FIG. 2 is a sectional view of a joint fitting for explaining a first embodiment of the joint structure of the present invention.

【図3】 本発明の継手構造の第1実施形態を説明する
継手金具の平面図である。
FIG. 3 is a plan view of a joint fitting for explaining a first embodiment of the joint structure of the present invention.

【図4】 本発明の継手金具の第1実施形態の継手金具
による連結状態を説明する継手金具の断面図である。
FIG. 4 is a cross-sectional view of the joint fitting illustrating a connection state of the joint fitting according to the first embodiment of the present invention.

【図5】 本発明の継手金具の第2実施形態を説明する
継手金具の断面図である。
FIG. 5 is a cross-sectional view of a fitting for explaining a second embodiment of the fitting of the present invention.

【図6】 本発明の継手金具の第3実施形態を説明する
継手金具の断面図である。
FIG. 6 is a cross-sectional view of a fitting for explaining a third embodiment of the fitting of the present invention.

【図7】 本発明の継手金具の第4実施形態を説明する
継手金具の断面図である。
FIG. 7 is a cross-sectional view of a fitting for explaining a fourth embodiment of the fitting of the present invention.

【図8】 本発明の継手金具の第5実施形態を説明する
継手金具の一部の平面図である。
FIG. 8 is a plan view of a part of a fitting for explaining a fifth embodiment of the fitting of the present invention.

【図9】 本発明の継手金具の第5実施形態を説明する
継手金具の一部の平面図である。
FIG. 9 is a plan view of a part of a fitting for explaining a fifth embodiment of the fitting of the present invention.

【図10】 本発明の継手金具の第6実施形態を説明す
る継手金具の斜視図である。
FIG. 10 is a perspective view of a fitting for explaining a sixth embodiment of the fitting of the present invention.

【符号の説明】[Explanation of symbols]

1 継手金具 2 雌型継手金具 3 雄型継手金具 6 係止部 7 係合部 7a 端面 8 係合空間 8a 底部 11 連結金具本体 12 クサビ材 K 構造物 S 隙間 DESCRIPTION OF SYMBOLS 1 Joint fitting 2 Female joint fitting 3 Male joint fitting 6 Engagement part 7 Engagement part 7a End face 8 Engagement space 8a Bottom part 11 Connection metal part body 12 Wedge material K Structure S Gap

フロントページの続き (72)発明者 別所 俊彦 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 宇野沢 史生 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 伊野 敏美 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内Continuing from the front page (72) Inventor Toshihiko Bessho 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Taisei Construction Co., Ltd. (72) Inventor Fumio Unosawa 1-1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Taisei Corporation In-company (72) Inventor Tosumi Ino 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Taisei Corporation

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 構造物同士を継手金具によって互いに接
合する継手構造であって、 前記継手金具は、前記構造物にそれぞれ設けられた雌型
継手金具と、これら雌型継手金具同士を連結する雄型継
手金具とからなり、 前記雌型継手金具は、鉤形に形成された係止部を有し、 前記雄型継手金具は、板状の連結金具本体と、この連結
金具本体の両側部に設けられ、前記雌型継手金具の係止
部同士の間に形成された係合空間内に挿入される係合部
とを有し、 前記雌型継手金具の前記係合空間を形成する底部と、前
記雄型継手金具の係合部の端面との隙間には、クサビ材
が打ち込まれていることを特徴とする継手構造。
1. A joint structure for joining structures to each other by joint fittings, wherein said joint fittings are female joint fittings provided on each of said structures, and a male connecting these female joint fittings. The female joint fitting has a hook-shaped engaging portion, and the male joint fitting has a plate-shaped connecting metal body and both sides of the connecting metal body. An engagement portion that is provided and is inserted into an engagement space formed between the locking portions of the female joint fitting; and a bottom portion that forms the engagement space of the female joint fitting. A wedge material is driven into a gap between the male joint fitting and an end face of an engaging portion of the male fitting.
【請求項2】 構造物同士を継手金具によって互いに接
合する継手構造であって、 前記継手金具は、一方の構造物に設けられた雌型継手金
具と、他方の構造物に設けられた雄型継手金具とからな
り、 前記雌型継手金具は、鉤形に形成された係止部を有し、 前記雄型継手金具は、板状の連結金具本体と、この連結
金具本体の端部に設けられ、前記雌型継手金具の係止部
同士の間に形成された係合空間内に挿入される係合部と
を有し、 前記雌型継手金具の前記係合空間を形成する底部と、前
記雄型継手金具の係合部の端面との隙間には、クサビ材
が打ち込まれていることを特徴とする継手構造。
2. A joint structure in which structures are joined to each other by joint fittings, wherein the joint fittings are a female joint fitting provided on one structure and a male joint fitting provided on the other structure. The female fitting has a hook-shaped engaging portion, and the male fitting is provided at a plate-shaped connecting metal body and at an end of the connecting metal body. An engagement portion inserted into an engagement space formed between the locking portions of the female joint fitting, a bottom portion forming the engagement space of the female joint fitting, A wedge material is driven into a gap between the male joint fitting and an end face of the engaging portion.
【請求項3】 前記雌型継手金具の前記係合空間を形成
する底部と、前記雄型継手金具の係合部の端面との隙間
が、前記クサビ材の打ち込み方向へ向かって窄まるテー
パ形状に形成されていることを特徴とする請求項1また
は請求項2記載の継手構造。
3. A tapered shape in which a gap between a bottom of the female joint fitting that forms the engagement space and an end face of an engaging portion of the male joint fitting narrows in a direction in which the wedge material is driven. The joint structure according to claim 1 or 2, wherein the joint structure is formed as follows.
【請求項4】 前記雌型継手金具の前記係合空間を形成
する底部と、前記雄型継手金具の係合部の端面との隙間
に、その両端から前記クサビ材が打ち込まれていること
を特徴とする請求項1〜3のいずれか1項記載の継手構
造。
4. A wedge material is driven from both ends into a gap between a bottom part of the female joint fitting that forms the engagement space and an end face of an engagement part of the male joint fitting. The joint structure according to any one of claims 1 to 3, wherein:
【請求項5】 前記雌型継手金具の係止部と前記雄型継
手金具の係合部との互いに接触して係合する接触箇所
が、同一曲率にて湾曲された摺動面とされていること特
徴とする請求項1〜4のいずれか1項記載の継手構造。
5. A contact portion where the engaging portion of the female joint fitting and the engaging portion of the male joint fitting come into contact with each other and engage with each other are formed as sliding surfaces curved at the same curvature. The joint structure according to any one of claims 1 to 4, wherein:
JP9034105A 1997-02-18 1997-02-18 Structure of coupling Pending JPH10231694A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9034105A JPH10231694A (en) 1997-02-18 1997-02-18 Structure of coupling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9034105A JPH10231694A (en) 1997-02-18 1997-02-18 Structure of coupling

Publications (1)

Publication Number Publication Date
JPH10231694A true JPH10231694A (en) 1998-09-02

Family

ID=12405007

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9034105A Pending JPH10231694A (en) 1997-02-18 1997-02-18 Structure of coupling

Country Status (1)

Country Link
JP (1) JPH10231694A (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009019459A (en) * 2007-07-13 2009-01-29 Kubota Corp Segment connecting device
JP2009228312A (en) * 2008-03-24 2009-10-08 Ishikawajima Constr Materials Co Ltd Joint structure of segment
KR101141179B1 (en) 2009-06-12 2012-05-02 주식회사 대한 Reinforcing device of h-beam
KR101403971B1 (en) * 2013-09-24 2014-06-27 박창진 Nexus precast structures
JP2017110424A (en) * 2015-12-17 2017-06-22 メトロ開発株式会社 Segment joint and its manufacturing method
CN107700699A (en) * 2017-09-27 2018-02-16 成都中机盈科科技有限公司 A kind of building wall board attachment structure and attaching method thereof
JP2018062741A (en) * 2016-10-11 2018-04-19 株式会社西村組 Joint structure, and joint construction and joint construction method
KR20190035087A (en) * 2017-09-26 2019-04-03 윤학수 Construction method for connecting precast concrete panel
KR102083120B1 (en) * 2019-03-12 2020-03-02 강흥식 The water permeable block by 2-step assembly with a support block and a decoration plate and method installing the permeable block thereof
JP2020128671A (en) * 2019-02-12 2020-08-27 株式会社岡本 Joint structure of concrete matter
JP2020133266A (en) * 2019-02-20 2020-08-31 勝成 川崎 Coupling fixture for faced members
JP2020159121A (en) * 2019-03-27 2020-10-01 株式会社熊谷組 Concrete member joints and manufacturing method of concrete member joints

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009019459A (en) * 2007-07-13 2009-01-29 Kubota Corp Segment connecting device
JP2009228312A (en) * 2008-03-24 2009-10-08 Ishikawajima Constr Materials Co Ltd Joint structure of segment
KR101141179B1 (en) 2009-06-12 2012-05-02 주식회사 대한 Reinforcing device of h-beam
KR101403971B1 (en) * 2013-09-24 2014-06-27 박창진 Nexus precast structures
JP2017110424A (en) * 2015-12-17 2017-06-22 メトロ開発株式会社 Segment joint and its manufacturing method
JP2018062741A (en) * 2016-10-11 2018-04-19 株式会社西村組 Joint structure, and joint construction and joint construction method
KR20190035087A (en) * 2017-09-26 2019-04-03 윤학수 Construction method for connecting precast concrete panel
CN107700699A (en) * 2017-09-27 2018-02-16 成都中机盈科科技有限公司 A kind of building wall board attachment structure and attaching method thereof
CN107700699B (en) * 2017-09-27 2019-03-22 浙江宏恩装饰工程有限公司 A kind of building wall board connection structure and attaching method thereof
JP2020128671A (en) * 2019-02-12 2020-08-27 株式会社岡本 Joint structure of concrete matter
JP2020133266A (en) * 2019-02-20 2020-08-31 勝成 川崎 Coupling fixture for faced members
KR102083120B1 (en) * 2019-03-12 2020-03-02 강흥식 The water permeable block by 2-step assembly with a support block and a decoration plate and method installing the permeable block thereof
JP2020159121A (en) * 2019-03-27 2020-10-01 株式会社熊谷組 Concrete member joints and manufacturing method of concrete member joints

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