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JP3275236B2 - Joiner - Google Patents

Joiner

Info

Publication number
JP3275236B2
JP3275236B2 JP13993793A JP13993793A JP3275236B2 JP 3275236 B2 JP3275236 B2 JP 3275236B2 JP 13993793 A JP13993793 A JP 13993793A JP 13993793 A JP13993793 A JP 13993793A JP 3275236 B2 JP3275236 B2 JP 3275236B2
Authority
JP
Japan
Prior art keywords
adhesive
rod
shaped
shaped member
pipe
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 - Fee Related
Application number
JP13993793A
Other languages
Japanese (ja)
Other versions
JPH06322839A (en
Inventor
泰男 後藤
Original Assignee
株式会社豊夢
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 株式会社豊夢 filed Critical 株式会社豊夢
Priority to JP13993793A priority Critical patent/JP3275236B2/en
Priority to CA002097119A priority patent/CA2097119C/en
Priority to AU39852/93A priority patent/AU671633B2/en
Priority to EP93108707A priority patent/EP0572955A1/en
Publication of JPH06322839A publication Critical patent/JPH06322839A/en
Priority to US08/542,549 priority patent/US5873672A/en
Priority to US08/542,550 priority patent/US5924815A/en
Priority to US08/542,548 priority patent/US5788396A/en
Priority to US08/542,547 priority patent/US5807014A/en
Priority to US08/542,553 priority patent/US5823701A/en
Priority to US08/542,551 priority patent/US5807015A/en
Priority to US08/542,554 priority patent/US5788397A/en
Priority to US08/542,552 priority patent/US5906451A/en
Priority to AU59495/96A priority patent/AU684424B2/en
Priority to AU60689/96A priority patent/AU684427B2/en
Priority to AU60612/96A priority patent/AU679411B2/en
Priority to AU60613/96A priority patent/AU679412B2/en
Application granted granted Critical
Publication of JP3275236B2 publication Critical patent/JP3275236B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は木材間や集成材間又は石
材間あるいは木材や集成材と石材やコンクリートとを接
合する接合具に関し、更に詳しくは木造家屋や大断面構
造による大型木造建築物の軸組構造等の建築構造物の仕
口や継手構造等における構造部材間の接合の際に用いら
れる接合具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining device for joining between wood, glulam, or between stones, or between wood or glulam and stone or concrete, and more particularly to a wooden house or a large wooden building having a large sectional structure. The present invention relates to a joint used for joining structural members in a joint of a building structure such as a frame structure or a joint structure.

【0002】[0002]

【従来の技術】近年、住宅等の建築工事の省力化、合理
化等を目的として梁と軒桁、軒桁と柱、胴差しと通し柱
等の接合を目的とした接合具、又は施工の合理化を目的
とした仕口構造や継手構造等が開発されている。例え
ば、・実開昭63−162008号公報には木造軸組工
法に使用する軸組金具、・実開平2−93401号公報
には、軸組式木造建築物の柱下端と土台との仕口部の補
強金物、・特開平3−295946号公報には迫出しダ
ボ金具、及びそれを使用した軸組木造建築の壁下地構
造、・特開平2−300442号公報には接合した後、
木造軸組が解体することのない木質構造材の接合部構造
が開示されている。これらはいずれも構造部材間の接合
に金具やボルト,ナットが使用されている。また、仕口
構造としては特開昭63−14939,同63−149
40,同63−14941号公報に仕口構造の構造強度
の向上を目的とした木造軸組構造における仕口構造が開
示されている。
2. Description of the Related Art In recent years, for the purpose of labor saving and rationalization of construction work for houses and the like, jointing tools for joining beams and eaves girder, eaves girder and column, trunk insertion and through column, etc., or rationalization of construction. The intended joint structure and joint structure have been developed. For example, Japanese Utility Model Application Laid-Open No. 63-162008 discloses a frame fitting used for a wooden frame construction method. Japanese Utility Model Application Laid-Open No. 2-93401 discloses a connection between a lower end of a pillar of a wooden frame type building and a base. Reinforcement metal parts,-Japanese Patent Application Laid-Open No. 3-295946 discloses an extruded dowel fitting, and a wall foundation structure of a framed wooden building using the same.
A joint structure of a wooden structural material without disassembling a wooden frame is disclosed. In each of these, fittings, bolts, and nuts are used for joining between structural members. The connection structure is disclosed in JP-A-63-14939 and JP-A-63-149.
40 and 63-14941 disclose a joint structure in a wooden frame structure for the purpose of improving the structural strength of the joint structure.

【0003】[0003]

【発明が解決しようとする課題】しかしながら上記従来
接合具や仕口構造は施工の際にボルトやナット,座金
等の部品点数が多く固定作業が煩雑で作業性に欠けると
いう問題点があった。また金具が大型で重量があり運搬
性に欠け、更に高所作業では安全性にも欠けるという問
題点を有していた。施工時には金具の取付け間違等を生
じ手間を要すとともに所定位置に穿孔されたシリンダー
や込栓部材の所定位置への埋設と、埋設された前記シリ
ンダーや込栓の穿孔部にボルトを螺着するのが困難で作
業性が悪く多大の作業工数を要し工期が長引くという問
題点があった。木材間をボルトやナットで固定したもの
は木材の収縮によって数年で締付力が失われてガタが生
じ易く物理的強度が低下するという問題点も有り、更に
ボルトやナット、金具等の金属部分が結露等により酸化
され耐久性が低下するとともに、又輸入材は海上貯木の
ため塩分を含みその塩分によりボルトや金具等が腐食さ
れ物理的強度が劣化し耐久性が劣化するという問題点が
あった。また、火災時は外部の接合用のボルトや金具等
が先に熔けて強度が期待できず家屋が倒壊するという防
災上の問題点を有していた。更に木材を用いた軸組構造
の最大の欠点は接合部の脆弱さであり、古来大工等によ
って物理的強度を保つため種々の仕口や継手が考案され
てきたが、それらの構造はいずれも複雑でその加工に作
業工数を要し生産性が悪いという問題点を有していた。
更に大断面の木材等は生産量が少なく入手が困難であ
り、また木製または集成材等の長大スパンの梁アーチや
トラス等は道交法等の規制により運搬ができないという
問題点を有していた。
However, the above-mentioned conventional joints and connection structures have a problem that the number of parts such as bolts, nuts and washers is large at the time of construction, and the fixing work is complicated and workability is poor. . In addition, there is a problem in that the metal fittings are large and heavy and lack transportability, and also lack safety when working at heights. At the time of construction, it takes time and trouble to attach fittings and the like, and it is necessary to embed a cylinder or plug member pierced in a predetermined position at a predetermined position, and screw a bolt to the pierced part of the buried cylinder or plug. However, there is a problem that it is difficult to work, the workability is poor, a large number of work steps are required, and the work period is prolonged. In the case where the wood is fixed with bolts and nuts, the tightening force is lost in a few years due to the shrinkage of the wood, and there is a problem that looseness is likely to occur and the physical strength is reduced, and metal such as bolts, nuts, metal fittings etc. The parts are oxidized due to dew condensation etc. and the durability deteriorates.In addition, imported materials contain salt due to marine storage, and the salt causes corrosion of bolts and metal fittings, physical strength deteriorates and durability deteriorates. there were. In addition, at the time of fire, there is a problem in disaster prevention that the external joining bolts and metal fittings are melted first, so that the strength cannot be expected and the house collapses. Furthermore, the biggest drawback of the frame structure using wood is the brittleness of the joints.Since ancient times, various connections and joints have been devised by carpenters and the like to maintain physical strength. There is a problem in that it is complicated and requires many man-hours for the processing, resulting in poor productivity.
Further, there is a problem in that large-sized timbers and the like are difficult to obtain due to a small production amount, and that long span beam arches, trusses, and the like such as wooden or glued laminated timber cannot be transported due to regulations such as the Road Traffic Law.

【0004】本発明は上記従来の問題点を解決するもの
で、従来の複雑な仕口や継手構造を極めて簡単な構造と
し、かつ接着剤と併用することにより構造強度を向上さ
せ仕口や継手あるいは接合の作業性を著しく高め施工期
間を著しく短縮化することができる構造が簡単で生産工
数を著しく短縮化でき低原価で量産性に適した接合具
提供することを目的とする。
The present invention solves the above-mentioned conventional problems. The conventional complicated joints and joints have an extremely simple structure, and the joints and joints are improved in joint strength by using together with an adhesive. Alternatively, it is an object of the present invention to provide a connector suitable for mass-production at a low cost, which has a simple structure capable of significantly increasing the workability of joining and significantly shortening the construction period, significantly reducing the number of production steps, and being low in cost.

【0005】[0005]

【課題を解決するための手段】この目的を達成するため
に本発明は次の構成からなる。請求項1に記載の接合具
は、断面が円,楕円,多角形で外周の長手方向に一端部
又はその近傍の所定部から他端部又はその近傍の所定部
にかけて形成された凹部を有する棒状部材と、前記棒状
部材の前記凹部に一端部が前記棒状部材の端部又は所定
部近傍で開口し他端部が前記棒状部材の他端部又は所定
部から所定長さ延設されて嵌合される接着剤注入用パイ
プ状部と、前記棒状部材の少なくとも一端部の側面に形
成されている接着剤の案内溝と、を備えた構成を有して
いる。請求項2に記載の接合具は、請求項1において、
前記接着剤注入用パイプ状部の一開口部にパイプ状の支
管が脱着自在に挿着されていること、を備えた構成を有
している。請求項3に記載の接合具は、断面が円,楕
円,多角形で外周の長手方向の一端部又はその近傍の所
定部から他端部又はその近傍の所定部にかけて形成され
た凹部を有する棒状部材と、前記凹部に嵌合される接着
剤注入用パイプ状部と、前記接着剤注入用パイプ状部の
長手方向の所定部に穿孔された孔部に脱着自在に挿着さ
れた又は所定部にT字型に一体に形成されたパイプ状の
支管と、前記棒状部材の少なくとも一端部の側面に形成
されている接着剤の案内溝と、を備えた構成を有してい
る。請求項に記載の接合具は請求項1乃至の内いず
れか1において、前記棒状部材の前記案内溝と前記凹部
が連通し、前記案内溝に前記接着剤注入用パイプ状部の
少なくとも一端の開口部が開口していること、を備えた
構成を有している。請求項に記載の接合具は、請求項
1乃至の内いずれか1において、前記棒状部材の前記
凹部に嵌合された接着剤注入用パイプ状部が、熔接又は
接着剤で前記棒状部材に固着され装着されている構成を
有している。請求項に記載の接合具は、請求項1乃至
の内いずれか1において、前記棒状部材の前記凹部に
嵌合された接着剤注入用パイプ状部が、ステンレス線等
の金属線又はナイロン繊維等からなる合成樹脂製の紐状
物等で定着されている構成を有している。請求項に記
載の接合具は、請求項1乃至の内いずれか1におい
て、前記棒状部材の外周面に螺旋状等の突条や突起又は
凹凸部が形成されている構成を有している。
To achieve this object, the present invention comprises the following arrangement. Connectors <br/> according to claim 1 in cross section is formed circular, elliptical, to a prescribed portion of the other end portion or its vicinity from a predetermined portion of the end or near the longitudinal direction of the outer peripheral polygonal A rod-shaped member having a concave portion, one end of the rod-shaped member is open at an end or near a predetermined portion of the rod-shaped member, and the other end is extended by a predetermined length from the other end or the predetermined portion of the rod-shaped member. An adhesive-injecting pipe-shaped portion to be fitted and fitted, and a shape formed on at least one side surface of the rod-shaped member.
And a guide groove for the formed adhesive . The connector according to claim 2 is the connector according to claim 1,
A pipe-shaped branch pipe is removably inserted into one opening of the adhesive-injected pipe-shaped section. According to a third aspect of the present invention, there is provided a connector having a rod-like shape having a cross section of a circle, an ellipse, or a polygon, and having a concave portion formed from a predetermined portion near or at one end in the longitudinal direction of the outer periphery to a predetermined portion near the other end or near the other end. Adhesive fitted to the member and the recess
A pipe which is removably inserted into a hole formed in a predetermined portion in the longitudinal direction of the agent-injecting pipe-shaped portion and the adhesive-injected pipe-shaped portion, or which is integrally formed in a predetermined portion in a T-shape. -Shaped branch pipe , formed on the side surface of at least one end of the rod-shaped member
And a guide groove for the adhesive . Bonding tool according to claim 4 in any one of claims 1 to 3, wherein said guide groove of the rod-shaped member recess
Are connected to the guide groove, and
At least one opening is open . Bonding tool according to claim 5, in any one of claims 1 to 4, wherein the adhesive injection pipe-like portion to which the fitted in the recess of the rod-like member, the rod-shaped member with welding or adhesive Has a configuration that is fixedly attached to the device. Bonding tool according to claim 6, to claim 1
In any one of 4 , the adhesive-injection pipe-shaped portion fitted into the concave portion of the rod-shaped member is fixed by a metal wire such as a stainless steel wire or a string made of a synthetic resin made of nylon fiber or the like. It has the configuration that has been done. According to a seventh aspect of the present invention, there is provided the connector according to any one of the first to sixth aspects, wherein a ridge, a protrusion, or an uneven portion such as a spiral is formed on an outer peripheral surface of the rod-shaped member. I have.

【0006】ここで、接合具の棒状部材は断面形状が略
円形,略楕円形,又は三角形,四角形,六角形等の略多
角形状をした鉄等の金属製やカーボン繊維,ボロン繊
維,ガラス繊維,金属繊維等の有機,無機繊維と合成樹
脂との複合材を成型加工したもの、セメント等を用いた
セラミックス類及びその複合品等からなり、その略中央
部等の長手方向には凹部が一端部又はその近傍の所定部
から他端部又はその近傍の所定部まで形成されている。
尚、棒状部材は同一径又は異径で形成してもよい。ま
た、棒状部材の端部に螺合手段等の接合部を形成し、施
工場所に応じた長さに複数個接合し所定長さの棒状部材
としてもよい。棒状部材の外表面に形成された突条や凹
凸部は連続状の突条や非連続状の突部がランダムに形成
されたもの又は螺線状等棒状部材の他端部等から流出し
た接着剤のバッファとして機能し、接着剤が棒状部材の
外表面と構造部材の連通孔の周壁との間に充填し接着面
積を広げるとともにアンカー効果を付与するような形状
に形成されるのが望ましい。尚、施工場所や接着剤の種
類(粘性の強いもの)によっては突条部は棒状部材や支
管の接着剤返流側の端部に1乃至数個形成するか又は形
成しなくてもよい。また接着剤の粘度に応じて螺旋溝等
の凹凸部の幅や深さを変えてもよい。棒状部材の少なく
とも一端部の側面の形状は膨出状、フラット状、凹状い
ずれでもよいが用途や構造部材の種類により適宜使いわ
けると効率的である。例えば木材間や集成材間では膨出
状のものが木クズ等を押圧して挿着でき、又、コンクリ
ートや石材の場合は凹部のものが孔部中の凸部を砕きな
がら挿着でき、孔部が鏡面状に仕上げられたものにはフ
ラット状のものが好適に用いられる。棒状部材の外表面
の長手方向に形成される凹部の断面形状はV字型,U字
型,半円型,四角型等、嵌合される接着剤注入用パイプ
状部の形状に合わせて適宜選択される。凹部の深さは棒
状部材の種類や大きさ、又は接着剤注入用パイプ状部の
形状に応じて適宜選択される。棒状部材の端部には注入
された接着剤を外表面へと案内する接着剤案内溝等の案
内部を形成すると接着剤をスムーズに棒状部材の表面と
連通孔の周壁間に案内することができ接着剤の注入の作
業性を高めることができる。棒状部材の接着剤の流出側
に鋭角の突起部を形成すると接合具を接合用孔部に挿入
し該突起部を接合用孔部の底部に突き刺すことにより棒
状部材の回転を防止することができる。特に支管の係合
を解いて接着剤注入用パイプ状部の開口部から支管を抜
き取るときに接合具の回転や支管と一緒に棒状部材が抜
けるのを防止し、信頼性、作業性を高めることができ
る。接着剤注入用パイプ状部や支管は管状物からなり棒
状部材の材質と同一のもので形成される。接着剤注入用
パイプ状部や支管は合成樹脂や薄手の金属製のもので作
ると施工場所に応じてその場で切断でき長さを調整でき
るので好ましい。接着剤注入用パイプ状部や支管の形状
は断面が丸型,三角・四角等の多角型,カマボコ型等に
形成される。接着剤注入用パイプ状部と支管の係合方法
接着剤注入用パイプ状部の係合部と支管の係合部に螺
孔を形成し螺着するか嵌合部等を形成して嵌合等で係合
するようにしてもよい。又、接着剤注入用パイプ状部の
表面にも突条等の凹凸部を形成してもよい。接着剤のバ
ッファーとしての機能が得られるためである。支管を形
成することにより施工場所に応じて接合具への接着剤の
注入を円滑にすることができる。支管は接着剤注入後、
棒状部材との係合を解いて抜き取るか、支管の長さが短
く込栓等をする際に支障が無い場合等はそのまま残して
もよい。接着剤注入用パイプ状部や支管の中空部は接着
剤の流入抵抗を軽減化させるため鏡面化仕上げをするの
が望ましいが接着剤の粘度が低いときは鏡面加工をしな
くてもよい。接着剤としては木材と木材、集成材と集成
材、木材と集成材、木材や集成材と石材,コンクリート
構造体、石材とコンクリート構造体等構造部材の種類に
応じて適宜選択される。具体例としてはエポキシ系、ポ
リウレタン系等の有機系接着剤やモルタル等の無機系接
着剤が用いられる。尚、接着剤の注入は木材や集成材あ
るいはコンクリート構造体の場合2段注入や加圧注入等
を行うのが望ましい。接着剤が木や集成材、コンクリー
トの種類によって吸収され接着剤の量が不足し接着力が
低下するのを防止するためである。構造部材としては角
柱等の材木や集成材又は積層板等の木材,石柱等の石材
やコンクリート製の柱,梁,壁等が用いられる。構造部
材間に連通して形成された接合用孔部は接合具の形状に
合わせて複数の構造部材間の当接面に1乃至複数穿孔さ
れ、その径は接合具の棒状部材の最大径と略同一か少し
大きめに形成され、その深さは少なくとも収納される
合具の長さと同一か少し深めに形成されるのが望まし
い。穿孔の作業性、接着剤の使用量を軽減するためであ
る。接合用孔部の形成は現場でドリル等で穿孔するか、
又は工場でプレカット方式等で予め形成してもよい。接
合用孔部は施工場所に応じて当接面に対し略垂直状、斜
状、斜交状、平行状等に1乃至複数形成される。尚、接
合用孔部の周囲の当接面に接着剤を塗布しておくと構造
強度を更に向上させることができるので好ましい。接合
用孔部に接着剤の注入を終了した後には込栓又は埋木等
で覆設し面一にするかパテ等で補修して仕上げ面を美麗
にすることができる。
[0006] Here, the rod-shaped member cross-section is substantially circular connectors, substantially oval, or triangular, square, metal or carbon fiber such as iron having a substantially polygonal shape such as a hexagon, boron fiber, glass fiber Made of composite material of organic or inorganic fiber such as metal fiber and synthetic resin and synthetic resin, ceramics using cement etc. and its composite product, etc. The portion is formed from a predetermined portion near or at the other end to a predetermined portion near the other end.
The rod-shaped members may be formed with the same diameter or different diameters. Further, a joint such as a screwing means may be formed at an end of the rod-shaped member, and a plurality of rod-shaped members may be joined to a length corresponding to a construction place to form a rod-shaped member having a predetermined length. The ridges and irregularities formed on the outer surface of the rod-shaped member are formed by continuous ridges or discontinuous protrusions formed at random, or adhered from the other end of the rod-shaped member such as a spiral. It is desirable that the adhesive be formed between the outer surface of the rod-shaped member and the peripheral wall of the communication hole of the structural member so as to function as a buffer for the agent and expand the bonding area and provide an anchor effect. Depending on the construction location and the type of adhesive (strongly viscous), one or several ridges may or may not be formed at the end of the rod-shaped member or branch pipe on the adhesive return side. Further, the width and depth of the uneven portion such as a spiral groove may be changed according to the viscosity of the adhesive. The shape of the side surface of at least one end of the rod-shaped member may be any of a swelling shape, a flat shape, and a concave shape, but it is efficient to properly use it depending on the application and the type of the structural member. For example, between wood and laminated wood, a swelling thing can be inserted by pressing wood chips, etc., and in the case of concrete or stone, a concave part can be inserted while crushing the convex part in the hole, For the mirror-finished hole, a flat one is preferably used. The cross-sectional shape of the recess formed in the longitudinal direction of the outer surface of the rod-shaped member is V-shaped, U-shaped, semicircular, square, etc., as appropriate according to the shape of the pipe-shaped portion for the adhesive to be fitted. Selected. The depth of the concave portion is appropriately selected according to the type and size of the rod-shaped member, or the shape of the adhesive injection pipe-shaped portion. When a guide portion such as an adhesive guide groove for guiding the injected adhesive to the outer surface is formed at the end of the rod-shaped member, the adhesive can be smoothly guided between the surface of the rod-shaped member and the peripheral wall of the communication hole. The workability of the injection of the adhesive can be improved. It is possible to prevent rotation of the rod-like member by piercing the inserted protrusion part to the joint hole portion connectors to form an acute angle of the protrusion on the outlet side of the adhesive rod-like member to the bottom of the joining hole . In particular to prevent the opening of the adhesive injection pipe-shaped portion by solving the engagement of branch pipe rod-like member from escaping with rotation or branch pipe the connectors when extracting the branch pipe, increase reliability, workability Can be. The adhesive injection pipe-shaped portion and the branch pipe are formed of a tubular material and are formed of the same material as the rod-shaped member. It is preferable that the pipe-shaped portion and the branch pipe for injecting the adhesive are made of synthetic resin or thin metal, since the length can be adjusted on the spot according to the construction site and the length can be adjusted. The cross section of the pipe-shaped portion or branch pipe for injecting the adhesive is formed into a round shape, a polygonal shape such as a triangle or a square, or a kamaboko shape. The method for engaging the adhesive-injection pipe-shaped portion with the branch pipe is such that a screw hole is formed in the engagement portion of the adhesive-injection pipe-shaped portion and the engagement portion of the branch pipe, and the fitting is performed by screwing or by forming a fitting portion or the like. They may be engaged at the same time. Also, irregularities such as ridges may be formed on the surface of the pipe-like portion for adhesive injection . This is because the function as a buffer of the adhesive is obtained. It may facilitate the injection of the adhesive to the bonding tool in accordance with the construction place by forming a branch pipe. After injecting the adhesive,
The rod may be removed by disengaging from the rod-shaped member, or may be left as it is if there is no problem when plugging the branch pipe or the like is short. The pipe-like portion for injecting the adhesive or the hollow portion of the branch pipe is desirably mirror-finished in order to reduce the inflow resistance of the adhesive. However, when the viscosity of the adhesive is low, the mirror-finishing is not required. The adhesive is appropriately selected depending on the type of structural member such as wood and wood, glued laminated wood and glued wood, wood and glued laminated wood, wood and glued laminated wood and stone, concrete structure, and stone and concrete structured body. Specific examples include an organic adhesive such as an epoxy-based or polyurethane-based adhesive and an inorganic adhesive such as a mortar. In addition, it is desirable to perform the two-stage injection, the pressure injection, and the like for the injection of the adhesive in the case of wood, laminated wood, or a concrete structure. This is to prevent the adhesive from being absorbed by the type of wood, glulam, and concrete, thereby preventing the amount of the adhesive from being insufficient and the adhesive strength from being reduced. As structural members, there are used timber such as prisms, wood such as laminated wood or laminated boards, stone materials such as stone pillars, concrete columns, beams, walls, and the like. Bonding hole formed in communication between the structural member is one or a plurality perforated contact surface between a plurality of structural members in accordance with the shape of the connectors, and the maximum diameter of the rod of the diameter connectors is substantially equal to or slightly larger form, its depth is at least accommodated against
It is desirable that it be formed to be the same as or slightly deeper than the length of the fitting . This is because the workability of perforation and the amount of adhesive used are reduced. The formation of the joint hole is performed by drilling on site with a drill, etc.
Alternatively, it may be formed in advance at a factory by a precut method or the like. One or a plurality of joining holes are formed substantially perpendicularly, obliquely, obliquely, parallelly, or the like with respect to the contact surface according to the construction site. In addition, it is preferable to apply an adhesive to the contact surface around the joining hole so that the structural strength can be further improved. After the injection of the adhesive into the joining hole is completed, the finished surface can be made beautiful by covering with a plug or a buried tree or the like or making it flush with a putty or the like.

【0007】[0007]

【作用】この構成によって、棒状部材の外表面に接着剤
注入用パイプ状部の当接用又は嵌合用の凹部を形成する
だけなので極めて簡単に接合具を作ることができる。ま
た、接合場所に応じた接着剤注入用パイプ状部を選定で
きるので施工性及び施工の自由性を向上又は拡大させる
ことができる。構造部材間の接合部は金属製等の接合具
が埋設固定されているので曲げ、引張り、圧縮、剪断等
に対する応力を著しく向上させることができる。また、
接合箇所に要求される強度に応じて接合具の種類、口
径、長さ、本数を変えることができる。接合具とその外
周の接着剤で接合用孔部が充填されているので、曲げ応
力等に対する機械的強度を向上させることができるとと
もに、接合具が接着剤で被覆されているので結露等によ
り酸化されたり、塩害で脆弱化されるのを防止すること
ができる。また、接合方法が簡単でかつ接合耐力が強い
ので既製の建造物の補修も容易に行うことができる。接
合方法は各構造部材の当接面に接合用孔部や切削部を形
成し接合具を挿着埋設し接着剤を注入するだけなので作
業工程を極めて簡略化でき作業工数を削減することがで
きる。部品点数の多い複雑な金具を使用しないのでつけ
間違い等による資材の破損損失が防止できる。更に、
合具を木材中に埋設することで火災時に木材表面の炭化
皮膜により内部が守られ接合具が熔けるのを防止し構造
強度を維持し建造物の倒壊を防ぎ安全性を高めることが
できる。
With this configuration, an adhesive is applied to the outer surface of the rod-shaped member.
Because only forms the abutment or recess for engagement of the injection pipe-shaped portion can be made very easily connectors. In addition, since the pipe-shaped portion for injecting the adhesive can be selected according to the joining place, the workability and the flexibility of the work can be improved or expanded. Joints between structural members bend the bonding tool <br/> metal or the like is embedded and fixed, tensile, compressive, stress can be greatly improved to shear or the like. Also,
The type, diameter, length, and number of joints can be changed according to the strength required for the joint . Since the joining holes are filled with the joining tool and the adhesive on the outer periphery thereof, the mechanical strength against bending stress and the like can be improved, and since the joining tool is covered with the adhesive, it is oxidized by dew condensation or the like. Or vulnerable to salt damage. In addition, since the joining method is simple and the joining strength is strong, it is possible to easily repair an existing building. The joining method simply forms a joining hole or cutting part on the contact surface of each structural member, inserts and embeds a joining tool , and injects adhesive, so that the working process can be extremely simplified and the number of working steps can be reduced. . Since a complicated metal fitting having a large number of parts is not used, it is possible to prevent damage to the material due to incorrect mounting. In addition, contact
By burying the fittings in the wood, the interior is protected by the carbonized film on the wood surface in the event of a fire, the melting of the fittings is prevented, the structural strength is maintained, and the building is prevented from collapsing and the safety is enhanced.

【0008】[0008]

【実施例】以下本発明の一実施例について、図面を参照
しながら説明する。 (実施例1) 図1は本発明の第1実施例の接合具の斜視図であり、図
2(a)はその側面図であり、図2(b)はその接着剤
の流出端部側の要部斜視図であり、図3は接合具の棒状
部材の断面形状の応用例を示す端部側の要部正面図であ
り、図4は丸棒状の棒状部材の凹部を示す断面端面図で
ある。1は第1実施例の金属製の接合具、2は金属製の
丸棒状の棒状部材、3は膨出状に形成された棒状部材2
の接着剤流出側端部、4は接着剤流出側端部3の先端の
対称位置に突設形成された2本の突起部、5は棒状部材
2の外表面の端部から端部に渡って略U字状に穿設され
た凹部、6は棒状部材2の表面に螺線状に形成された凹
凸部、7は一端部が棒状部材2の凹部5の端部に他端が
棒状部材2の他端部より延設して凹部5に嵌合された
着剤注入用パイプ状部、8は膨出状に形成された接着剤
流出側端部3の表面に凹部状に形成された接着剤案内溝
である。図3において、(a)は棒状部材2の断面形状
が略円形状に形成されたものであり、木材等に形成され
た削りの荒い接合用孔部への挿入の容易化を図ってい
る。(b)は棒状部材2の断面形状が略楕円形状に形成
されたものであり、土台と柱の接合等、外力の分散化及
び補強並びに部材の回転防止等を目的としたものであ
る。特に長径方向からの曲げ応力が強化されている。
(c)〜(e)は略四角形又は矩形,略六角形,略三角
形に形成されたものであり部材間の回転を防止して接合
するのに適している。尚、応用例(b)〜(e)は棒状
部材が回転しないので接着剤流出側端部3への突起部4
は形成されていない。図4において、接着剤注入用パイ
プ状部の形状や施工場所に応じて凹部の形状は適宜選択
される。また、凹部の形状や接着剤の種類に応じて接着
剤注入用パイプ状部を適宜選択できる。以上のように構
成された第1実施例の接合具を用いて、以下、その構造
部材の接合方法並びにその構造部材間の接合構造につい
て説明する。 (施工例1) 図5は本発明の第1実施例の接合具を用いた通し柱と胴
差し等の仕口接合施工時の斜視図であり、図6(a)は
仕口接合施工時の状態を示す接合用孔部中央の要部断面
図であり、図6(b)は仕口接合施工後の状態を示す接
合用孔部中央の要部断面図である。9は棒状部材2と
着剤注入用パイプ状部7を固定するステンレス線等から
なる金属線、10aは通し柱等の差し木、10bは胴差
し等の受け材、11は差し木10aと受け材10bの仕
口の接合面、12は差し木10aと受け材10bの接合
面11に連通して形成された接合用孔部、13は接合用
孔部12の開口部、14は仕口接合後に接合用孔部12
の開口部13を覆設し柱材面と面一にする木製や合成樹
脂製等からなる込栓、15は接着剤注入用ガン、16は
接着剤注入用パイプ状部7から注入され、接着剤案内溝
8を経て接合用孔部12を充満しながら接合用孔部12
の開口部13に流出が視認されるまで充填される接着剤
である。まず、差し木10aと受け材10bの接合面1
1に連通して接合具1の径より少し太めの径で接合具
の中央部が仕口接合面11にくるような深さの接合用孔
部12をドリル等で穿設しておく。接合用孔部12に棒
状部材2の凹部5に接着剤注入用パイプ状部7を嵌合し
金属線9で固定された接合具1を挿入し突起部4を接合
用孔部12の底部に突き差して挿着する。接着剤注入用
パイプ状部7の開口部に接着剤注入用ガン15を装着す
る。次いで、接着剤16を接着剤注入用パイプ状部7の
中空部を経て、接合用孔部12を充たしながら接合用孔
部12の開口部13に接着剤16が視認されるまで接合
用孔部12に充填する。図6(a)に示すように、接着
剤16の充填は矢印のように接着剤注入用パイプ状部7
から注入され、棒状部材2の表面と接合用孔部12の周
壁との間の隙間を充填していく。この際、棒状部材2の
表面の凹凸部6のバッファ効果により接着剤16のチャ
ネリングやショートパスを防止し該隙間をほとんど洩れ
なく接着剤16が充填される。更に接着剤16の注入を
続けると接着剤16が接着剤注入用パイプ状部7の外表
面と接合用孔部12の隙間を充たしながら上昇してくる
のが視認できるので充填斑を防止できる。接合用孔部1
2の開口部13に接着剤16が視認されたら接着剤注入
用ガン15と接着剤注入用パイプ状部7との係合を解
く。その際に棒状部材2は接合用孔部12の底部に突起
部4で固定されているので回転したり、抜けたりするこ
とがない。次いで、接合用孔部12の開口部13に込栓
14を面一に覆設する。込栓14を差し木10aと同一
の材質のものを用いると面一に覆設した際に違和感なく
差し木10aと一体化できる。尚、本実施例では断面が
円形状の棒状部材を用いたが、断面が四角形状又は三角
形状あるいは楕円形状のものを使用すると接合具を挿入
するだけで仕口面の接合材の回転等を防止できるのでよ
り作業性を高めることができる。 (実験例1,2) 10.5cm角で長さ115cmの杉材を各2本ずつ1組と
して7組の仕口組用の試験体を準備した。試験体の作製
は当接する仕口面に向け直交する杉材の反対側からドリ
ルで径が18φの穴を貫通させ他方の杉材の仕口面に深
さ5cmの孔部を中央線の各端部から2.5cmの部位に2
個所穿孔し接合用孔部を形成した試験体4組と、対角線
の角頂部から3.5cmの部位に4個所穿孔した試験体3
組を作製した。次に金属製の径15φ,長さ10cm,凹
部の深さが5mmの棒状部材に長さ14cmの金属製の接着
剤注入用パイプ状部を凹部に一端部が棒状部材の端部に
くるようにしてステンレス線で固定した接合具を各接合
用孔部に装着し、杉材同士を接合面に当接させサポート
治具等で接合部を仮固定した後ポリウレタン系接着剤を
接着剤注入用ガンで接着剤注入用パイプ状部より充填し
開口部で返流を視認の後、込栓をする。所定時間後、サ
ポート治具を取りはずし試験体を作製した。この試験体
を用い接合部の引っ張り試験を行った。その結果を(表
1)に示した。
An embodiment of the present invention will be described below with reference to the drawings. (Example 1) FIG. 1 is a perspective view of the connectors of the first embodiment of the present invention, FIG. 2 (a) is a side view thereof, FIG. 2 (b) is the outflow end portion side of the adhesive of a main part perspective view, FIG. 3 is a partial front view of the end side showing an application example of the cross-sectional shape of the rod of connectors, cross-sectional end view Figure 4 showing a recess of the rod shape of a round bar It is. 1 metal connectors of the first embodiment, 2 is metallic round bar-shaped rod-like member, 3 is the bar-like member 2 formed in the bulging shape
The adhesive-outflow-side end 4 has two projections projecting at symmetrical positions of the tip of the adhesive-outflow-side end 3, and 5 extends from the end to the end of the outer surface of the rod-shaped member 2. A concave portion formed in a substantially U-shape, 6 is a concave and convex portion formed in a spiral shape on the surface of the rod-shaped member 2, 7 is one end at the end of the concave portion 5 of the rod-shaped member 2, and the other end is a rod-shaped member and extended from the second other end portion is fitted into the concave portion 5 against
The adhesive-injecting pipe-shaped portion 8 is an adhesive guide groove formed in a concave shape on the surface of the adhesive outflow end 3 formed in a bulged shape. In FIG. 3, (a) shows a rod-shaped member 2 having a substantially circular cross-sectional shape, which facilitates insertion of the rod-shaped member 2 into a rough joint hole formed in wood or the like. 2B, the cross-sectional shape of the rod-shaped member 2 is formed in a substantially elliptical shape, and is intended to disperse and reinforce external force, such as joining a base and a column, and prevent rotation of the member. Particularly, the bending stress from the major axis direction is enhanced.
(C) to (e) are formed in a substantially square, rectangular, substantially hexagonal, or substantially triangular shape, and are suitable for preventing rotation between members and joining. In addition, in the application examples (b) to (e), since the rod-shaped member does not rotate, the projection 4
Is not formed. In FIG. 4, the shape of the concave portion is appropriately selected according to the shape of the pipe-shaped portion for injecting the adhesive and the construction place. Also, depending on the shape of the recess and the type of adhesive,
The pipe-shaped part for agent injection can be appropriately selected. The joining method of the structural members and the joining structure between the structural members will be described below using the joining tool of the first embodiment configured as described above. (Construction Example 1) FIG. 5 is a perspective view at the time of joint joining such as a through pillar and a body insertion using the joint of the first embodiment of the present invention, and FIG. FIG. 6B is a cross-sectional view of a main part of the center of the bonding hole showing a state after the joint bonding is performed. 9 is in contact with the rod-shaped member 2
A metal wire made of a stainless steel wire or the like for fixing the pipe-shaped portion 7 for injecting the adhesive , 10a is a cutting such as a through pillar, 10b is a receiving material such as a trunk, 11 is a joint between the cutting 10a and the receiving material 10b. The surface 12 is a joining hole formed so as to communicate with the joining surface 11 between the cutting 10a and the receiving member 10b, 13 is an opening of the joining hole 12, and 14 is a joining hole 12 after the joint joining.
A stopper made of wooden or synthetic resin or the like that covers the opening 13 and is flush with the surface of the column material, 15 is a gun for injecting adhesive, and 16 is
The bonding hole 12 is injected from the adhesive-injecting pipe 7 and fills the bonding hole 12 through the adhesive guide groove 8.
The adhesive is filled until the outflow is visually recognized in the opening 13. First, the joining surface 1 of the cutting 10a and the receiving material 10b
Connectors 1 than the diameter of the connectors 1 communicates with the 1 bit at a thicker diameter
Is formed with a drill or the like so as to have a depth such that the center of the hole comes to the joint surface 11. The pipe-like portion 7 for injecting the adhesive is fitted into the concave portion 5 of the rod-shaped member 2 in the joining hole portion 12, and the joining tool 1 fixed by the metal wire 9 is inserted, and the projection 4 is placed on the bottom of the joining hole portion 12. Insert and insert. Adhesive injection gun 15 is attached to the opening of pipe-shaped portion 7 for adhesive injection. Next, the adhesive 16 is passed through the hollow portion of the pipe 7 for injecting the adhesive, and filled in the opening 13 of the hole 12 for joining until the adhesive 16 is visible in the opening 13 of the hole 12 for joining. Fill 12 As shown in FIG. 6 (a), the filling of the adhesive 16 is performed as shown by the arrow in the adhesive injection pipe-shaped portion 7.
To fill the gap between the surface of the rod-shaped member 2 and the peripheral wall of the joining hole 12. At this time, channeling or short path of the adhesive 16 is prevented by the buffer effect of the uneven portion 6 on the surface of the rod-shaped member 2, and the adhesive 16 is filled with almost no leakage in the gap. Further, when the injection of the adhesive 16 is continued, it can be visually observed that the adhesive 16 rises while filling the gap between the outer surface of the adhesive injection pipe-shaped portion 7 and the bonding hole 12, thereby preventing uneven filling. Hole 1 for joining
When the adhesive 16 is visually recognized in the second opening 13, the engagement between the adhesive injection gun 15 and the adhesive injection pipe 7 is released. At that time, since the rod-shaped member 2 is fixed to the bottom of the joining hole 12 by the projection 4, it does not rotate or come off. Next, the plug 14 is covered with the opening 13 of the joining hole 12 flush. If the spigot 14 is made of the same material as that of the cutting 10a, it can be integrated with the cutting 10a without discomfort when the plug 14 is covered flush. In the present embodiment, a rod-shaped member having a circular cross section is used. However, if a cross-section having a rectangular shape, a triangular shape, or an elliptical shape is used, the rotation of the bonding material on the connection surface can be achieved simply by inserting a bonding tool. Since workability can be prevented, workability can be further improved. (Experimental Examples 1 and 2) Seven sets of test pieces for a joint assembly were prepared using two sets of 10.5 cm square and 115 cm long cedar materials. The test piece was made by drilling a hole with a diameter of 18φ from the opposite side of the cedar wood orthogonal to the abutting joint surface and drilling a hole 5 cm deep into the other cedar joint surface at each of the center lines. 2 at 2.5cm from the end
Four sets of test specimens with perforations formed to form joint holes, and four test specimens 3 perforated at 3.5 cm from the diagonal vertex
A set was made. Next, a 14 cm long metal bond is applied to a rod-shaped member having a diameter of 15 mm, a length of 10 cm, and a depth of a recess of 5 mm.
The joints fixed with stainless steel wire with the pipe-shaped part for injection and the one end to the end of the rod-shaped member are attached to each joint hole, and the cedar materials are brought into contact with the joint surface to support After the joint is temporarily fixed with a jig or the like, a polyurethane-based adhesive is filled from the adhesive injection pipe-shaped portion with an adhesive injection gun, and the return is visually observed at the opening. After a predetermined time, the support jig was removed to prepare a test body. Using this specimen, a tensile test of the joint was performed. The results are shown in (Table 1).

【表1】(比較例1〜4) 比較例として、実験例1と同一の径,長さを有する杉材
を用い、接合具なしで木口接着のみを行ったもの3組
(比較例1)、追掛け大せん継ぎ2組(比較例2)、腰
掛け鎌継ぎ1組(比較例3)、アリ仕口3組(比較例
4)を作製した。次いで、実験例1と同一の条件で引っ
張り試験を行った。その結果を(表1)に示した。但
し、追掛け大せん継ぎや腰掛け鎌継ぎは継手で引っ張り
試験を行った。この(表1)から明らかなように、本実
験例のものは60kg/cm2以上の引っ張り強度を有し、
比較例のものは16kg/cm2〜40kg/cm2しかなくア
リ仕口は2〜3kg/cm2の引っ張り強度(耐力)しか有
さず、又、剛性においても本実験例のものは母材のもつ
剛性を越えるものもあり(19.69tf/mm)、比較例
の40倍〜250倍の剛性があることが分かった。又、
接着剤のみでは剛性は高くなるが耐力のバラつきが大き
く、接合具の効用で安全性が保たれることも分かった。
以上のように本実施例によれば、木材等の仕口加工は連
通孔をドリルで形成するだけの極めて簡単な加工、極め
て簡単な作業で、機械的強度に優れた接合構造を得るこ
とができることがわかった。また、木材等の場合、繊維
方向に平行に接合具を挿着すると接合強度を上げること
ができることがわかった。集成材等で繊維方向が二軸に
直交した材を使用するときは繊維方向に関係なく使用し
ても極めて高い強度を有することがわかった。更に、接
着剤16が充分に行き渡っているか視認できるので接着
斑のない強固な接合構造を得ることができた。また、従
来の接合具で木材同士を外部から接合したものに対し本
実施例では接合具が埋設されているので、火災時に木材
表面の炭化被膜で接合具が保護され、その結果柱や梁等
の倒壊を防止し耐火性、安全性を著しく向上させること
がわかった。このことから木造家屋等の火災時に家屋の
倒壊までの時間を多く取ることができ人命救助等に多大
の効果をもたらすものといえる。接合部は接合具と接着
剤が芯材となり引張りや曲げ剪断応力等に対応できるの
で施工時に解体するというような事故も防止できること
もわかった。これらのことから機械的強度に優れた長大
な柱材や板材を極めて容易に得ることができることがわ
かった。また、建造物の完成後も接合具の機械的強度に
より地震や台風等の外力に対し耐力を維持できる上に
合具が接着剤で表面を被覆されているので結露等によっ
て錆びたりして膨張し石材やコンクリート等を破壊した
りするのを防止することができる。(実施例2) 図7は本発明の第2実施例における接合具の斜視図であ
る。第2実施例の接合具1aが第1実施例の接合具と異
なるのは、接着剤注入用パイプ状部7aが棒状部材2a
の両端部で折曲げ係止されその一開口部に支管17が螺
着されている点である。以上のように本実施例によれ
ば、接着剤注入用パイプ状部7aを棒状部材2aに折曲
げただけで係止できるので接着剤注入用パイプ状部7a
の棒状部材2aへの装着を極めて簡単に行うことができ
るとともに接合用孔部が深い場合でも支管を伸ばすこと
により所定の部位で高耐力を有した接合構造を得ること
ができる。 (実施例3) 図8は本発明の第3実施例の接合具の一部断面端面図で
あり、図9はその全体斜視図である。第3実施例の接合
1bが第1実施例や第2実施例の接合具と異なるの
は、パイプ状の支管17aが接着剤注入用パイプ状部7
aの中央部に穿孔された支管用孔部18に螺着されるよ
うになっている点と接着剤注入用パイプ状部7の両端の
開口部が接着剤案内溝8に開口されている点である。以
上のように構成された第3実施例の接合具について、以
下それを用いた構造部材の接合方法及びその構造部材間
の接合構造について説明する。図10は本発明の第3実
施例の接合具を用いた梁又は桁等の接合に使用される突
付け施工時の要部斜視図であり、図11はその施行時の
状態を示す接合部中央の要部断面図である。12は突付
け接合面11に形成された接合用孔部、10a,10b
は突付け継ぎを行う梁材等の差し木と受け材、19は接
合用孔部12の当接面に支管17aの装着用に切削形成
された支管装着用溝部、18は支管装着用溝部19の開
口部、15は接着剤注入用ガン、16は支管17aから
注入され接着剤注入用パイプ状部7bを経て接合用孔部
12を充填しながら支管装着用溝部19の開口部18に
返流が視認されるまで充填される接着剤である。本実施
例の施工は、まず、突付けを行う差し木10aと受け材
10bの当接面に連通して接合具1bの径と略同じ径で
接合具1の中央部が差し木10aと受け材10bの接合
面11にくるような深さの接合用孔部12及び連通する
一方の接合用孔部12の当接面に支管17a装着用の支
管装着用孔部19を形成しておく。次いで、当接面に連
通した接合用孔部12に支管17aが係合された接合具
1bを挿入し差し木10aと受け材10bを当接させサ
ポート治具等で仮固定をする。次に接着剤注入用ガン1
5を装着し、図11に示すように接着剤16の充填は矢
印のように、接着剤注入用パイプ状部7bを通り接合具
の表面と接合用孔部12の周壁との間の隙間を実施例1
と同様に充填していく。次に、本施工例について、構造
強度試験を行ったので、その結果について説明する。 (実験例4,5)接合具 として、金属製の径が15φ、中空部の径が5φ
で長さが10cmのもの3体(実験例4)と長さ36cmの
もの3体(実験例5)を用いた他は実験例1の支管及び
杉材を準備した。各杉材の端部の木口面の中央横断線の
両端部から2.5cmの部位にドリルで径が18φ、長さ
が約6cmの孔部(実験例4)、及び径が18φで長さが
約19cmの孔部(実験例5)を穿孔し接合用孔部を形成
した。次いで、対となる杉材の一方に図10に示すよう
に接合用孔部から各々平行に両外側部に向けて2本の支
管装着用溝部をルーターで切削形成した。一対の杉材の
2個所の接合用孔部及び支管装着用溝部に実験例4又5
接合具を各々に装着し両杉材を当接しサポート治具で
固定した後、ポリウレタン系接着剤を接着剤注入用ガン
で支管から充填し開口部に返流を視認した後に支管を外
し込栓を施した。接着剤が固化した後常法に従い曲げ強
度試験を行った。その結果を(表2),(表3)に示し
た。
[Table 1] (Comparative Examples 1 to 4) As comparative examples, three sets of cedar wood having the same diameter and length as in Experimental Example 1 were used, and only Kiguchi bonding was performed without using a joint (Comparative Example 1). , Two sets of chasing large splices (Comparative Example 2), one set of sickle splicers (Comparative Example 3), and three sets of ant joints (Comparative Example 4). Next, a tensile test was performed under the same conditions as in Experimental Example 1. The results are shown in (Table 1). However, a pulling large splice and a perforated sickle were subjected to a tensile test using a joint. As is apparent from Table 1, the test example has a tensile strength of 60 kg / cm2 or more.
The comparative example has only 16 kg / cm2 to 40 kg / cm2, the dovetail joint has only a 2-3 kg / cm2 tensile strength (proof stress), and the rigidity of the base material of the present experimental example also shows the rigidity. In some cases (19.69 tf / mm), the rigidity was found to be 40 to 250 times that of the comparative example. or,
It was also found that the use of the adhesive alone increased the rigidity, but showed a large variation in the proof stress, and the safety of the joint was maintained by the utility of the connector.
As described above, according to the present embodiment, it is possible to obtain a joint structure with excellent mechanical strength by performing a very simple process of forming a communication hole with a drill, and a very simple operation. I knew I could do it. Also, in the case of wood and the like, it was found that the bonding strength can be increased by inserting a bonding tool in parallel with the fiber direction. It has been found that when a laminated material or the like whose fiber direction is perpendicular to the two axes is used, it has extremely high strength even when used regardless of the fiber direction. Further, since it is possible to visually confirm that the adhesive 16 is sufficiently distributed, a strong joint structure without adhesion unevenness can be obtained. In addition, in the present embodiment, the joints are buried in the case where the woods are joined from the outside with the conventional joints , so that the joints are protected by the carbonized coating on the surface of the wood in the event of a fire, and as a result, pillars, beams, etc. It was found that it prevented the collapse of fire and significantly improved fire resistance and safety. From this, it can be said that it is possible to take much time until the house collapses in the event of a fire in a wooden house or the like, which brings a great effect on rescue of human lives and the like. It was also found that the joints can be used as the core material of the joint and the adhesive and can cope with tensile or bending shear stress, so that accidents such as dismantling during construction can be prevented. From these facts, it was found that a long column or plate having excellent mechanical strength can be obtained very easily. Also, contact on to maintain the strength against external force such as earthquakes and typhoons mechanical strength even after completion connectors buildings
Since the fitting is coated on the surface with the adhesive, it can be prevented from rusting due to dew condensation or the like and expanding and breaking stones or concrete. Embodiment 2 FIG. 7 is a perspective view of a connector according to a second embodiment of the present invention. The connectors 1a of the second embodiment is different from the connectors of the first embodiment, the adhesive injection pipe-shaped portion 7a rod member 2a
Are bent and locked at both ends, and a branch pipe 17 is screwed into one opening thereof. As described above, according to the present embodiment, since the adhesive injection pipe-shaped portion 7a can be locked only by bending the rod-shaped member 2a, the adhesive injection pipe-shaped portion 7a can be locked.
Can be extremely easily mounted on the rod-shaped member 2a, and even when the joining hole is deep, a joining structure having a high yield strength at a predetermined portion can be obtained by extending the branch pipe. Third Embodiment FIG. 8 is a partial cross-sectional end view of a connector according to a third embodiment of the present invention, and FIG. 9 is an overall perspective view thereof. Joining of the third embodiment
Ingredients 1b first embodiment and differs from the connectors of the second embodiment, a pipe-shaped branch pipe 17a is adhesive injection pipe-shaped portion 7
a that the screw is to be screwed into the branch pipe hole 18 formed in the center of the a, and that the openings at both ends of the adhesive injection pipe 7 are opened in the adhesive guide groove 8. It is. A description will be given below of a joining method of a structural member using the joining device of the third embodiment configured as described above and a joining structure between the structural members. FIG. 10 is a perspective view of a main part at the time of abutment construction used for joining a beam or a girder using the joint of the third embodiment of the present invention, and FIG. It is principal part sectional drawing of a center. Reference numeral 12 denotes bonding holes formed in the butt bonding surface 11, 10a, 10b.
Is a cutting material such as a beam material for butt joint and a receiving material, 19 is a branch pipe mounting groove formed by cutting the mounting surface of the joining hole 12 for mounting the branch pipe 17a , and 18 is a branch pipe mounting groove 19 15 is an adhesive injection gun, 16 is a bonding hole which is injected from the branch pipe 17a and passes through the adhesive injection pipe 7b.
The adhesive is filled while filling 12 until a return is visually recognized in the opening 18 of the branch pipe mounting groove 19 . The construction of the present embodiment is performed in such a manner that the abutment 10a and the receiving member 10b are connected to the abutting surfaces of the butt 10a and the receiving member 10b and have a diameter substantially equal to the diameter of the joint 1b.
A joint hole 12 having a depth such that the central portion of the joint 1 comes to the joint surface 11 of the cutting 10a and the receiving member 10b and a contact surface of one of the joint holes 12 which communicate with the branch pipe 17a. A branch pipe mounting hole 19 is formed. Next, the joining tool 1b in which the branch pipe 17a is engaged is inserted into the joining hole 12 communicating with the contact surface, and the cutting 10a and the receiving material 10b are brought into contact with each other and temporarily fixed with a support jig or the like. Next, the adhesive injection gun 1
5, the adhesive 16 is filled with the adhesive 16 through the adhesive injection pipe-shaped portion 7b as shown by the arrow in FIG. 11, and the surface of the joining tool and the peripheral wall of the joining hole 12 are filled. Example 1
Fill in the same way as. Next, a structural strength test was performed on this construction example, and the results will be described. As (Experimental Examples 4 and 5) connectors, the diameter of the metal is 15Fai, the diameter of the hollow portion 5φ
A branch pipe and a cedar material of Experimental Example 1 were prepared except that three bodies each having a length of 10 cm and a length of 36 cm (Experimental Example 5) were used. A hole with a diameter of 18φ and a length of about 6cm (Experimental Example 4), and a diameter of 18φ and a length of 2.5cm from both ends of the center crossing line of the end of each cedar wood Pierced a hole (Experimental Example 5) of about 19 cm to form a joint hole. Next, as shown in FIG. 10, two branch pipe mounting grooves were formed by a router on one of the pair of cedar materials in parallel from the joint holes toward both outer sides. Experimental examples 4 and 5 in two joint holes and a branch pipe mounting groove of a pair of cedar wood
After attaching the joints of each to the two cedar materials and fixing them with the support jig, polyurethane adhesive is filled from the branch pipe with the gun for injecting adhesive and the return pipe is visually observed at the opening, and then the branch pipe is removed. Plugged. After the adhesive was solidified, a bending strength test was performed according to a conventional method. The results are shown in (Table 2) and (Table 3).

【表2】[Table 2]

【表3】(比較例6,7) 実験例1の杉材を用い、腰掛け鎌継ぎ、追掛け大せん継
ぎの試験体を作製し、実験例4と同様にして曲げ試験を
行った。その結果を(表2),(表3)に示した。この
(表2),(表3)から明らかなように、本実施例では
曲げ耐力(kgf)が330kgf〜1100kgf有している
のに対し、比較例の腰掛け鎌で100kgf,追掛け大せ
ん継ぎで450kgfまでしかなかった。以上のことから
治具の長さ,本数を変えることによって在来では越える
ことのできない曲げ耐力を簡単に持つ接合ができること
がわかった。又、剛性においても、本実施例のものは1
本物に近い剛性を持ち在来の比較例より高い剛性を持ち
うることがわかった。このことから本実施例によれば、
スパンを広く取ることができ設計上のピン構造から剛接
合に近い構造(ラーメン構造に近いもの)になり、設計
に幅と広がりを与えうるものであることがわかった。こ
の構造強度試験から明らかなように、本実施例の接合方
法は、従来の接合方法に比べ極めて簡単な接合方法にも
かかわらず、1本物と同じ剛性を得ることができるの
で、重ね合わせたり従来入手が困難であった大断面の長
大スパンの梁や胴差し等を現場で容易に得ることができ
る。また端材等も有効に利用できる。
Table 3 (Comparative Examples 6 and 7) Using the cedar material of Experimental Example 1, test specimens of sickle-joining and chasing large splicing were prepared, and a bending test was performed in the same manner as in Experimental Example 4. The results are shown in (Table 2) and (Table 3). As is clear from Tables 2 and 3, the flexural strength (kgf) of the present embodiment is from 330 kgf to 1100 kgf, whereas the sickle of the comparative example is 100 kgf, and the chasing large splicing is performed. It was only up to 450kgf. From the above, it was found that by changing the length and number of jigs, it was possible to easily join with bending strength that cannot be exceeded conventionally. Also, the rigidity of this embodiment is 1
It was found that the stiffness was close to the real thing and could be higher than the conventional comparative example. From this, according to the present embodiment,
It was found that the span could be widened and the pin structure in the design changed from a pin structure to a structure close to a rigid joint (close to a ramen structure), which could give width and breadth to the design. As is clear from this structural strength test, the joining method of the present embodiment can obtain the same rigidity as a single product despite the extremely simple joining method compared to the conventional joining method. It is possible to easily obtain beams, trunks, and the like having a long span with a large cross section, which have been difficult to obtain. Also, scrap materials can be effectively used.

【0009】(実施例4) 図12は本発明の第4実施例における接合具の全体斜視
図である。1cは実施例4の接合具、2cは嵌合用の凹
部が所定部まで形成された棒状部材、2′cはコンクリ
ート埋設用に外周面の所定部にセメント礎着用の凹部を
有し、端部にアンカー部2″cが形成されたコンクリー
ト埋設部、7cは一端が接着剤案内溝8に開口し他端が
棒状部材2cの所定部で直角状に折り曲げられ立設され
て嵌合され固定された接着剤注入用パイプ状部、17b
接着剤注入用パイプ状部7cの端部の開口部に装着さ
れたパイプ状の支管である。以上のように構成された本
発明の第4実施例における接合具について、以下その構
造部材の接合方法について説明する。
Embodiment 4 FIG. 12 is an overall perspective view of a connector according to a fourth embodiment of the present invention. 1c bonding tool of Example 4, 2c are rod-shaped member recess for engagement is formed to a predetermined portion, 2'c has a recess cement foundation worn to a predetermined portion of the outer peripheral surface for concrete embedding, the ends A concrete buried portion having an anchor portion 2 ″ c formed therein, one end of which is opened in the adhesive guide groove 8 and the other end is bent at a right angle at a predetermined portion of the rod-shaped member 2c, is erected, fitted and fixed. Pipe for injection of adhesive , 17b
Is a pipe-shaped branch pipe attached to the opening at the end of the adhesive injection pipe-shaped section 7c. The connectors in the fourth embodiment of the present invention configured as described above will be described joining method of the structural member.

【0010】(施工例4) 図13は第4実施例の接合具を用いて柱と土台及びコン
クリート基礎等の接合施工時の接合用孔部中央の要部断
面図である。21はコンクリート基礎、22はコンクリ
ート基礎21に接合される土台、23は土台22に接合
される柱、24は土台22の当接面に形成された接着剤
注入用パイプ状部端部装着用溝部、25は接着剤注入用
パイプ状部端部装着用溝部24の開口部である。まず、
コンクリート基礎21打設時に接合具1cのコンクリー
ト埋設部2′cを埋設させてコンクリート基礎21を完
成させる。次に土台22及び柱23の当接面に接合具
cの径より少し太めの径でコンクリート基礎21に埋設
した残りの部分が土台22と柱23に埋設される程度の
深さに接合用孔部12をドリル等で穿設する。土台22
の当接面に接着剤注入用パイプ状部端部装着用溝部24
を形成する。次に土台22の接合用孔部12に棒状部材
2cに支管17bを装着した接着剤注入用パイプ状部7
cを嵌合させた接合具1cを挿着してコンクリート基礎
21と土台22と柱23を当接させる。次いで、接着剤
16を接着剤注入用ガン15で矢印のように接着剤注入
パイプ状部端部装着用溝部24の開口部25に接着剤
16が返流するまで注入を行い、接着剤16が視認でき
たら、接着剤注入用ガン15を外し開口部25に込栓
(図示せず)をして施工を終了する。本実施例から明ら
かなようにアンカー部を有する接合具を用いることによ
り木材とコンクリートや石材等を簡単に接合することが
できる。
(Example 4 of Construction) FIG. 13 is a cross-sectional view of a main part of the center of a joint hole at the time of jointing a column, a base, a concrete foundation, and the like using the joint of the fourth embodiment. 21 is a concrete foundation, 22 is a base joined to the concrete foundation 21, 23 is a column joined to the base 22, 24 is an adhesive formed on a contact surface of the base 22.
A groove 25 for mounting an end portion of the pipe-shaped portion for injection is an opening of the groove 24 for mounting an end portion of the pipe-shaped portion for adhesive injection . First,
The concrete foundation 21 is completed by burying the concrete buried portion 2'c of the joint 1c at the time of placing the concrete foundation 21. Next, the joining tool 1 is attached to the contact surface of the base 22 and the pillar 23.
The joining hole 12 is drilled with a drill or the like to a depth slightly larger than the diameter of c so that the remaining portion embedded in the concrete foundation 21 is embedded in the base 22 and the pillar 23. Base 22
Groove 24 for mounting the end of the pipe-shaped portion for injecting the adhesive
To form Next , the pipe-like portion 7 for injecting the adhesive, in which the branch pipe 17b is attached to the rod-like member 2c in the joint hole 12 of the base 22,
and inserting the connectors 1c obtained by fitting the c abut the concrete foundation 21 and the base 22 and the bar 23. Then, the adhesive injected adhesive 16 as shown by the arrow in the adhesive injection gun 15
The adhesive 16 is injected until the adhesive 16 returns to the opening 25 of the groove portion 24 for mounting the pipe-shaped end portion of the pipe, and when the adhesive 16 is visible, the adhesive injection gun 15 is removed and the plug 15 is plugged into the opening 25 ( (Not shown)) and finish the construction. As is clear from this embodiment, wood and concrete, stone or the like can be easily joined by using a joint having an anchor portion.

【0011】[0011]

【発明の効果】以上のように本発明は、棒状部材の凹部
接着剤注入用パイプ状部を嵌合させるだけの極めて簡
単な構造の接合具なので取扱いが極めて容易でかつ接合
が木材等の内部で挿着されかつ接着剤でコートされて
いるので、塩害や結露が防止でき、腐食等を生じること
がなく接合構造の耐久性を著しく向上させることができ
る。また、接合具が外部から見えないので美感に優れた
仕口継手構造とすることができ構造物の付加価値を上げ
ることができる。火災時には木材の炭化皮膜により内部
接合具が保護され熱変形等を生じないので倒壊等を防
ぎ避難時間等を確保できる。接合具を複数使用すること
により破損箇所の進行を最小限に押さえることができ安
全性を著しく向上させることができる。また、従来建造
物、特に木造では接合部が種々加工され肉薄になってい
るので引張り圧縮応力や曲げ応力、剪断応力に弱く、そ
れを補うため木材等の構造部材を必要以上に厚め又は太
めにするか補助金物を必要としていたが、本願の場合は
接合具の形状,口径,長さ,本数を変えることにより人
為的に強度をコントロールできるので、接合箇所の必要
強度に応じた施工ができる。また、市販の角柱を用いて
接合することにより構造強度に優れた大断面の角柱や長
大スパンの梁等を現場施工で容易に製造できる。更に、
接着剤と治具等の併用により接合部の剛性がほぼ木材等
の一本物と同じ剛性と耐力を得ることができるので三階
建等の高層化も十分行うことができ、かつ施工時に少な
接合具でこのような効果が得られるので施工時の作業
性、省力化及び合理化を著しく改善することができる低
原価で量産性に優れた接合具を実現することができるも
のである。
As described above, according to the present invention, since the joining tool has an extremely simple structure in which the pipe-like portion for injecting the adhesive is fitted into the concave portion of the rod-like member, the handling is extremely easy and the joining is possible.
Since the tool is inserted inside the wood or the like and coated with an adhesive, salt damage and dew condensation can be prevented, and the durability of the joint structure can be remarkably improved without causing corrosion or the like. Also, connectors can increase the added value of the structure can be excellent Joint joint structure aesthetics because not visible from the outside. In the event of a fire, the internal joints are protected by the carbonized coating of the wood and do not undergo thermal deformation, so that they can be prevented from collapsing and the evacuation time can be secured. By using a plurality of joints, the progress of the damaged portion can be suppressed to a minimum, and the safety can be significantly improved. Also, in conventional buildings, especially wooden structures, the joints are variously processed and thinned, so they are susceptible to tensile compressive stress, bending stress, and shear stress.To compensate for this, structural members such as wood must be made thicker or thicker than necessary. Or subsidized, but in the case of this application
The strength can be artificially controlled by changing the shape, diameter, length, and number of the joints, so that the construction can be performed according to the required strength of the joint. In addition, by joining using a commercially available prism, a prism having a large cross section, a beam having a long span, and the like having excellent structural strength can be easily manufactured on site. Furthermore,
Since it is the rigidity of the joint portion by the combined use of a jig or the like and an adhesive to obtain the same stiffness and strength as one real almost timber or the like can be carried out high-rise such as a three-storey also sufficient, and little bonding during construction because such effect immediately obtained during construction of the workability, in which it is possible to realize an excellent connectors in mass productivity at low cost, which can significantly improve the labor saving and rationalization.

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

【図1】本発明の第1実施例の接合具の斜視図Perspective view of the connectors of the first embodiment of the present invention; FIG

【図2】(a)本発明の第1実施例の接合具の側面図 (b)本発明の第1実施例の接合具の接着剤の流出端部
側の要部斜視図
2 (a) side view (b) a main part perspective view of the outflow end portion side of the adhesive bonding device of the first embodiment of the present invention in connectors of the first embodiment of the present invention

【図3】本発明の第1実施例の接合具の棒状部材の断面
形状の応用例を示す端部側の要部正面図
Partial front view of the end side showing an application example of the cross-sectional shape of the rod-shaped member of the connectors of the first embodiment of the present invention; FIG

【図4】本発明の第1実施例の丸棒状の棒状部材の凹部
を示す断面端面図
FIG. 4 is a cross-sectional end view showing a concave portion of the round bar-shaped member according to the first embodiment of the present invention.

【図5】本発明の第1実施例の接合具を用いた通し柱と
胴差し等の仕口接合施工時の斜視図
5 is a perspective view of the time Joint welding work of continuous columns and a body feed or the like using the connectors of the first embodiment of the present invention

【図6】(a)本発明の第1実施例の接合具を用いた仕
口接合施工時の状態を示す接合用孔部中央の要部断面図 (b)本発明の第1実施例の接合具を用いた仕口接合施
工後の状態を示す接合用孔部中央の要部断面図
FIG. 6 (a) is a cross-sectional view of a main part at the center of a joining hole showing a state at the time of joint joining using the joining tool of the first embodiment of the present invention. (B) A first embodiment of the present invention. Sectional view of the main part of the center of the joint hole showing the state after the joint joining work using the joining tool

【図7】本発明の第2実施例における接合具の斜視図Figure 7 is a perspective view of the connectors in the second embodiment of the present invention

【図8】本発明の第3実施例の接合具の一部断面端面図FIG. 8 is a partial cross-sectional end view of a connector according to a third embodiment of the present invention.

【図9】本発明の第3実施例の接合具の全体斜視図FIG. 9 is an overall perspective view of a connector according to a third embodiment of the present invention.

【図10】本発明の第3実施例の接合具を用いた梁又は
桁等の接合に使用される突付け施工時の要部斜視図
FIG. 10 is a perspective view of a main part at the time of abutment construction used for joining a beam or a girder using the joint of the third embodiment of the present invention.

【図11】本発明の第3実施例の接合具を用いた突付け
施工時の接合用孔部中央の要部断面図
FIG. 11 is a cross-sectional view of a main part of the center of a joining hole at the time of abutment using the joining tool of the third embodiment of the present invention.

【図12】本発明の第4実施例における接合具の全体斜
視図
FIG. 12 is an overall perspective view of a connector according to a fourth embodiment of the present invention.

【図13】本発明の第4実施例の接合具を用いて柱と土
台及びコンクリート基礎等の接合施工時の接合用孔部中
央の要部断面図
FIG. 13 is a cross-sectional view of a main part at the center of a joint hole at the time of jointing a column, a base, a concrete foundation, and the like using the joint of the fourth embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1,1a,1b,1c 接合具 2,2a,2b,2c 棒状部材 3 接着剤流出側端部 4 突起部 5 凹部 6 螺線状に形成された凹凸部 7,7a,7b 接着剤注入用パイプ状部 8 接着剤案内溝 9 金属線 10a 差し木 10b 受け材 11 接合面 12 接合用孔部 13 開口部 14 込栓 15 接着剤注入用ガン 16 接着剤 17,17a,17b 支管 18 支管用孔部 19 支管装着用溝部 20 支管装着用溝部の開口部 21 コンクリート基礎 22 土台 23 柱 24 接着剤注入用パイプ状部端部装着用溝部 25 接着剤注入用パイプ状部端部装着用溝部の開口部1, 1a, 1b, 1c connectors 2, 2a, 2b, 2c rod-like member 3 is formed on the adhesive outlet side end portion 4 protruding portion 5 the recess 6 spiral shape the concavo-convex portion 7, 7a, 7b adhesive injection pipe Shaped portion 8 Adhesive guide groove 9 Metal wire 10a Cutting tree 10b Receiving material 11 Joining surface 12 Joining hole 13 Opening 14 Plug-in 15 Adhesive injection gun 16 Adhesive 17 , 17a, 17b Branch pipe 18 Branch pipe hole Reference Signs List 19 branch pipe mounting groove 20 branch pipe mounting groove opening 21 concrete foundation 22 foundation 23 pillar 24 adhesive injection pipe-shaped end mounting groove 25 adhesive injection pipe-shaped end mounting groove opening

フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04B 1/48 E04B 1/26 E04B 1/58 501 Continuation of the front page (58) Field surveyed (Int.Cl. 7 , DB name) E04B 1/48 E04B 1/26 E04B 1/58 501

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】断面が円,楕円,多角形で外周の長手方向
に一端部又はその近傍の所定部から他端部又はその近傍
の所定部にかけて形成された凹部を有する棒状部材と、
前記棒状部材の前記凹部に一端部が前記棒状部材の端部
又は所定部近傍で開口し他端部が前記棒状部材の他端部
又は所定部から所定長さ延設されて嵌合される接着剤注
入用パイプ状部と、前記棒状部材の少なくとも一端部の
側面に形成されている接着剤の案内溝と、を備えたこと
を特徴とする接合具
1. A rod-shaped member having a cross section of a circle, an ellipse, or a polygon, and having a concave portion formed from one end or a predetermined portion in the vicinity thereof to one end or a predetermined portion in the vicinity of the other end in the longitudinal direction of the outer periphery.
One end of the rod-shaped member is open at an end or near a predetermined portion of the rod-shaped member, and the other end is extended by a predetermined length from the other end or the predetermined portion of the rod-shaped member, and is bonded. Dosing
An input pipe-shaped part and at least one end of the rod-shaped member
A bonding tool , comprising: a guide groove for an adhesive formed on a side surface .
【請求項2】前記接着剤注入用パイプ状部の一開口部に
パイプ状の支管が脱着自在に挿着されていることを特徴
とする請求項1に記載の接合具
2. A bonding tool according to claim 1, characterized in that the pipe-shaped branch pipe to an opening portion of the adhesive injection pipe-shaped portion is inserted detachably.
【請求項3】断面が円,楕円,多角形で外周の長手方向
の一端部又はその近傍の所定部から他端部又はその近傍
の所定部にかけて形成された凹部を有する棒状部材と、
前記凹部に嵌合される接着剤注入用パイプ状部と、前記
接着剤注入用パイプ状部の長手方向の所定部に穿孔され
た孔部に脱着自在に挿着された又は所定部にT字型に一
体に形成されたパイプ状の支管と、前記棒状部材の少な
くとも一端部の側面に形成されている接着剤の案内溝
、を備えたことを特徴とする接合具
3. A bar-shaped member having a cross section of a circle, an ellipse, or a polygon, and having a concave portion formed from a predetermined portion near or at one end in the longitudinal direction of the outer periphery to a predetermined portion near the other end or near the other end.
An adhesive injection pipe-shaped portion to be fitted in the recess, the
A pipe-shaped branch pipe detachably inserted into a hole formed in a predetermined portion in the longitudinal direction of the adhesive-injecting pipe-shaped portion or integrally formed in a T-shape with the predetermined portion ; Few
Adhesive guide groove formed at least on one side
And a connector comprising:
【請求項4】前記棒状部材の前記案内溝と前記凹部が連
通し、前記案内溝に前記接着剤注入用パイプ状部の少な
くとも一端の開口部が開口していることを特徴とする請
求項1乃至の内いずれか1に記載の接合具
4. The guide groove of the rod-shaped member communicates with the recess, and the guide groove has an opening at at least one end of the adhesive injection pipe-shaped portion. or joint device according to any one of the 3
【請求項5】前記棒状部材の前記凹部に嵌合された接着
剤注入用パイプ状部が、熔接又は接着剤で前記棒状部材
に固着されていることを特徴とする請求項1乃至の内
いずれか1に記載の接合具
5. An adhesive fitted into the recess of the rod-shaped member.
Injection pipe-like portion, connectors according to any one of claims 1 to 4, characterized in that it is secured to the rod-shaped member with welding or adhesive.
【請求項6】前記棒状部材の前記凹部に嵌合された接着
剤注入用パイプ状部が、ステンレス線等の金属線又はナ
イロン繊維等からなる合成樹脂製の紐状物等で定着され
ていることを特徴とする請求項1乃至の内いずれか1
に記載の接合具
6. An adhesive fitted into the recess of the rod-shaped member.
Injection pipe-shaped portion, one of claims 1 to 4, characterized in that it is fixed with a stainless wire metal wire or synthetic resin strands of material consisting of nylon fibers such as such as 1
3. The connector according to 1 .
【請求項7】前記棒状部材の外周面に突条や突起又は凹
凸部が形成されていることを特徴とする請求項1乃至
の内いずれか1に記載の接合具
7. The method of claim 1 to 6, characterized in that ridges or protrusions or uneven portions on the outer peripheral surface of the bar-like member is formed
Junction device according to any one of the.
JP13993793A 1992-05-30 1993-05-18 Joiner Expired - Fee Related JP3275236B2 (en)

Priority Applications (16)

Application Number Priority Date Filing Date Title
JP13993793A JP3275236B2 (en) 1993-05-18 1993-05-18 Joiner
CA002097119A CA2097119C (en) 1992-05-30 1993-05-27 Connector, method for connecting structural members with connector and connection structure between structural members
AU39852/93A AU671633B2 (en) 1992-05-30 1993-05-27 A connector for connecting structural members
EP93108707A EP0572955A1 (en) 1992-05-30 1993-05-28 Connector, method for connecting structural members with connector and connection structure between structural members
US08/542,553 US5823701A (en) 1993-04-14 1995-10-13 Connector, method for connecting structural members with connector and connection structure between structural members
US08/542,552 US5906451A (en) 1992-05-30 1995-10-13 Connector, method for connecting structural members with connector and connection structure between structural members
US08/542,548 US5788396A (en) 1992-05-30 1995-10-13 Connector, method for connecting structural members with connector and connection structure between structural members
US08/542,547 US5807014A (en) 1992-05-30 1995-10-13 Connector, method for connecting structural members with connector and connection structure between structural members
US08/542,549 US5873672A (en) 1992-05-30 1995-10-13 Connector, method for connecting structural members with connector and connection structure between structural members
US08/542,551 US5807015A (en) 1992-05-30 1995-10-13 Connector, method for connecting structural members with connector and connection structure between structural members
US08/542,554 US5788397A (en) 1992-05-30 1995-10-13 Connector, method for connecting structural members with connector and connection structure between structural members
US08/542,550 US5924815A (en) 1992-05-30 1995-10-13 Connector, method for connecting structural members with connector and connection structure between structural members
AU59495/96A AU684424B2 (en) 1992-05-30 1996-07-12 A connector and method for connecting structural members with a connector
AU60689/96A AU684427B2 (en) 1992-05-30 1996-07-19 A connector and method for connecting structural members with a connector and a connecting structure incorporating connector
AU60612/96A AU679411B2 (en) 1992-05-30 1996-07-19 A connector for connecting structural members and connecting structure between structural members
AU60613/96A AU679412B2 (en) 1992-05-30 1996-07-19 A connecting structure between structural members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13993793A JP3275236B2 (en) 1993-05-18 1993-05-18 Joiner

Publications (2)

Publication Number Publication Date
JPH06322839A JPH06322839A (en) 1994-11-22
JP3275236B2 true JP3275236B2 (en) 2002-04-15

Family

ID=15257149

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13993793A Expired - Fee Related JP3275236B2 (en) 1992-05-30 1993-05-18 Joiner

Country Status (1)

Country Link
JP (1) JP3275236B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3103077B2 (en) * 1999-01-08 2000-10-23 初雄 藤田 JOINING DEVICE, JOINING APPARATUS FOR COLUMN, BEAM, GIRDER USING THE SAME, AND JOINING METHOD FOR COLUMN, BEAM, GIRDER, etc.

Also Published As

Publication number Publication date
JPH06322839A (en) 1994-11-22

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