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JP3535861B2 - Jointing tool and method for joining building structures using the same - Google Patents

Jointing tool and method for joining building structures using the same

Info

Publication number
JP3535861B2
JP3535861B2 JP2002048591A JP2002048591A JP3535861B2 JP 3535861 B2 JP3535861 B2 JP 3535861B2 JP 2002048591 A JP2002048591 A JP 2002048591A JP 2002048591 A JP2002048591 A JP 2002048591A JP 3535861 B2 JP3535861 B2 JP 3535861B2
Authority
JP
Japan
Prior art keywords
rod
shaped member
adhesive
joining
hole
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
JP2002048591A
Other languages
Japanese (ja)
Other versions
JP2002303000A (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 JP2002048591A priority Critical patent/JP3535861B2/en
Publication of JP2002303000A publication Critical patent/JP2002303000A/en
Application granted granted Critical
Publication of JP3535861B2 publication Critical patent/JP3535861B2/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
合する接合具及びそれを用いた木造家屋及び大断面構造
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建築構造物の接合方法に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining tool for joining timbers, laminated timbers or stones, or timbers or laminated timbers to stones or concrete, a wooden house using the same, and a large wooden structure having a large cross-section structure. The present invention relates to a method for joining building structures such as a joint structure and a joint of building structures such as a frame 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。しかしながら上記従来の接合具や仕口構
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。そこで、本発明者は上記従来の問題点を解決す
べく鋭意検討をした結果、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
る接合具、及びそれを用いることにより仕口、継手ある
いは接合の加工技術を単純化し作業工数を著しく削減し
た生産性に優れた構造部材の接合方法並びに構造強度に
優れ防災効果の高い構造部材間の接合構造を完成し特願
平4−164402号,特願平5−112261,特願
平5−117908,特願平5−139937,特願平
5−294289,特願平5−294748として特許
出願を行った。
2. Description of the Related Art In recent years, for the purpose of labor saving and rationalization of construction work for houses, etc., a connecting tool for the purpose of joining beams and eaves girders, eaves girders and columns, girders and through columns, etc., or rationalization of construction The intended joint structure and joint structure have been developed. For example, Japanese Utility Model Laid-Open No. 63-162008 discloses a frame fitting used for a wooden frame construction method, and Japanese Utility Model Laid-Open No. 2-93401 discloses a joint between a lower end of a pillar and a base of a wooden frame building. Reinforcement hardware, Japanese Laid-Open Patent Publication No. 3-295946 discloses a dowel fitting, and a wall foundation structure for a wooden frame construction using the metal fitting.
Disclosed is a joint structure of a wooden structural material in which a wooden frame is not disassembled. In all of these, metal fittings, bolts and nuts are used to join the structural members. Further, as a joint structure, there are Japanese Patent Laid-Open Nos. 63-14939 and 63-149.
40, 63-14941 discloses a joint structure in a wooden frame structure for the purpose of improving the structural strength of the joint structure. However, the above-described conventional connector and joint structure have a problem in that the number of parts such as bolts, nuts, washers, etc. is large at the time of construction and the fixing work is complicated and the workability is poor. In addition, the metal fittings are large and heavy, lacking in portability, and have a problem in safety when working in high places. It takes time and effort to install the metal fittings during installation, and it is necessary to bury the cylinder or plug member drilled in the specified position at the specified position, and bolts are screwed to the hole of the buried cylinder or plug. It is difficult to do so, the workability is poor, a large number of work steps are required, and the construction period is prolonged.
When timbers are tied together with bolts and nuts, there is also the problem that the tightening force is lost due to the shrinkage of the timber in a few years, looseness is likely to occur, and the physical strength decreases, and metal such as bolts, nuts, metal fittings, etc. There is a problem that the part is oxidized due to dew condensation and the durability is reduced, and the imported material contains salt because it is a marine storage tree, and the salt content corrodes bolts and metal fittings, which deteriorates the physical strength and durability. there were. Also, in the event of a fire, there was a problem in disaster prevention that the external bolts and metal fittings would melt first and the strength could not be expected, and the house would collapse. Furthermore, the biggest drawback of the frame structure using wood is the brittleness of the joint, and various joints and joints have been devised by ancient carpenters to maintain their physical strength.
All of these structures have a problem that they are complicated and require a lot of man-hours to process them, resulting in poor productivity. Further, there is a problem that large-section timber and the like are difficult to obtain due to a small production amount, and that long-span beam arches and trusses such as wooden or laminated wood cannot be transported due to regulations such as the Road and Traffic Law. Therefore, as a result of intensive studies to solve the above conventional problems, the present inventor has made the conventional complicated joint and joint structure an extremely simple structure, and improves the structural strength by using it in combination with an adhesive. A joint tool that can significantly improve the workability of joints, joints or joints and can shorten the construction period significantly, and by using it, production that simplifies the processing technology of joints, joints or joints and significantly reduces the number of work steps. The joining method of structural members having excellent properties and the joining structure between structural members having excellent structural strength and high disaster prevention effect have been completed, and Japanese Patent Application No. 4-164402, Japanese Patent Application No. 5-112261, Japanese Patent Application No. 5-117908, Patent applications were filed as Japanese Patent Application No. 5-139937, Japanese Patent Application No. 5-294289, and Japanese Patent Application No. 5-294748.

【0003】[0003]

【発明が解決しようとする課題】しかしながら上記発明
は、従来の金具や施工方法に比べ、作業性、施工性、生
産性を著しく改善するとともに、防災効果や接合部の耐
力の増大等に著しく優れるものであるが、防災上次のよ
うな問題点があることがわかった。すなわち、曲げ、引
張り、圧縮、剪断等が木材等の構造部材に働くと、接合
具と一体化した接着剤は木材が破断する極限まで曲げ、
引張り、圧縮、剪断等に抵抗した後に、接着剤と木材繊
維とが切断されて一次破壊を起こして接合力は失われ、
破壊が進む虞れがあることがわかった。特に、地震の多
い地域では構造部材間の接合部の内、耐力の弱いところ
から逐次破壊され、それが累積し、地震等で突然、家屋
を損傷させる。また、先に出願した特許出願(特願平5
−112261)で同発明者は接合具の流出管端部に突
起部を形成した接合具を完成した。これは該突起部によ
り接合具の挿着時の抜け落ちや回転を防ぎ著しく作業性
を高めることができた。しかし、接着剤を注入し、その
際接着剤の返流をスムーズに行うため加圧して注入する
が、接合具の大小や形状により一部の接合具が押し出さ
れ、接着剤注入用ガンを抜く際に接合用孔部の径が大き
いと接合具が一緒に抜けてくるものが多少認められ作業
性を低下させるという問題点があることもわかった。ま
た、箪笥や椅子等の家具や、扉や各種建具、ジャングル
ジムや滑り台等の遊技具、こけしその他の厚肉部を有す
る建具は各部材間を単に接着剤で接着するか簡単な加工
を施した後接着するだけなので、接合強度が弱く耐久性
に欠けるという問題点を有していた。
However, the above-mentioned invention remarkably improves workability, workability, and productivity as compared with the conventional metal fittings and construction methods, and is extremely excellent in disaster prevention effect and increase in proof strength of the joint. However, it was found that there are the following problems in disaster prevention. That is, when bending, pulling, compressing, shearing, etc. act on structural members such as wood, the adhesive integrated with the connector bends to the limit where the wood breaks,
After resisting pulling, compressing, shearing, etc., the adhesive and the wood fibers are cut, causing primary fracture and the joining force is lost,
It turns out that there is a risk of destruction. Particularly, in areas where there are many earthquakes, the joints between structural members are gradually destroyed from where the strength is weak, which accumulates and suddenly damages the house due to an earthquake or the like. In addition, the patent application filed previously (Japanese Patent Application No. 5
-112261), the present inventor completed a connector having a protrusion formed on the end portion of the outlet pipe of the connector. With this protrusion, the workability could be remarkably improved by preventing the connector from slipping off or rotating when the connector was inserted. However, while injecting the adhesive, pressure is applied to smoothly return the adhesive, but part of the joint is pushed out due to the size and shape of the joint, and the adhesive injection gun is pulled out. It has also been found that when the diameter of the joining hole is large, some of the joining tools come out together and the workability is deteriorated. Also, furniture such as chests and chairs, doors and various fittings, play equipment such as jungle gyms and slides, fittings with thick parts such as kokeshi dolls are simply glued between the members or simply processed. Since it is simply bonded after that, there is a problem that the bonding strength is weak and the durability is poor.

【0004】本発明は上記従来の問題点を解決するもの
で、簡単な工法でより強度な接合を可能とし、接合具の
抜けをなくし、施工性を著しく改善し建造物の生産性を
向上させるとともに、瞬時破壊が起こることを防ぎ、著
しく防災効果の優れた建築構造物用の接合具又は家具や
建具、遊技具、玩具を簡単な作業で接着固定できこれら
の耐久性を著しく向上させることのできる接合具の提
供、及びそれを用いた機械的強度に優れ、かつ施工作業
を大幅に向上させ工期を著しく短縮できる建築構造物の
接合方法を提供することを目的とする。
The present invention solves the above-mentioned problems of the prior art, enables stronger joints by a simple construction method, eliminates the disengagement of joints, and significantly improves workability and improves productivity of buildings. At the same time, it is possible to prevent instantaneous breakage, and to bond and fix joints for furniture and furniture, joinery, play equipment, and toys with outstanding disaster prevention effects with simple work, and significantly improve their durability. An object of the present invention is to provide a joining tool that can be used, and a joining method for a building structure that is excellent in mechanical strength using the joining tool and that can significantly improve the construction work and significantly shorten the construction period.

【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、棒状部材と、前記棒状部材の一端部から他端部まで
形成された中空部と、前記棒状部材の一端部の接着剤流
出側に前記中空部の出口部を挟んで対称状に形成された
凸壁部と、前記凸壁部の中央部に連通して形成された固
定部材挿着用孔部と、前記凸壁部間に形成される接着剤
案内溝と、前記棒状部材の他端部の前記中空部の開口部
に固定又は着脱自在に係合された中空状の支管と、を備
えた構成を有している。請求項2に記載の接合具は、棒
状部材と、前記棒状部材の一端部から長手方向の所定部
まで形成された中空部と、前記中空部の一端部側から前
記棒状部材の外表面間まで貫設された1乃至複数の接着
剤流出孔と、前記接着剤流出孔の開口部から端部へ向け
て形成された接着剤流出溝部と、前記接着剤流出孔と前
記棒状部材の他端部の間に前記棒状部材の長さ方向と略
直交状に形成された固定部材挿着用孔部と、前記棒状部
材の前記一端部の前記中空部の開口部に固定又は着脱自
在に係合された中空状の支管と、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又は2に記
載の接合具であって、前記棒状部材の中空状の支管の固
定部又は係合部側の端部に突起部又は前記固定部材挿着
用孔部と開口方向と直交状又は平行状に形成された挿着
用孔部表示切込み部を有する鍔部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
いずれかにおいて、前記棒状部材の表面に突条部や凹
凸部が形成されている構成を有している。請求項に記
載の建築構造物の接合方法は、請求項1乃至4の内いず
れか1項に記載された接合具の棒状部材を挿着する接合
用孔部を備えた2以上の構造部材間に棒状部材を挿着す
る工程と、前記棒状部材の接着剤流出側の端部又は端部
に連接された凸壁部に構造部材の外壁部から前記接合用
孔部の先端部を貫通して形成された固定部材の挿着部に
固定部材を挿入し、前記固定部材挿着用孔部に挿着し、
前記固定部材で前記棒状部材を挿着部に軸支する工程
と、前記挿着部に挿着部用込栓を埋設する工程と、前記
棒状部材の中空部の接着剤流入側から接着剤を注入し、
前記接着剤を前記棒状部材の接着剤流出側から流出させ
前記棒状部材と前記各構造部材間の接合用孔部との隙間
を前記接着剤で充填させながら接着剤を流入側に返流さ
せる工程と、前記接着剤流入側に込栓を埋設する工程
と、を備えた構成を有している。
To achieve this object, the present invention has the following constitution. The connector according to claim 1, wherein a rod-shaped member, a hollow portion formed from one end to the other end of the rod-shaped member, and an adhesive flow at one end of the rod-shaped member.
Formed symmetrically on the outlet side with the outlet of the hollow portion sandwiched
An adhesive formed between the convex wall portion , a fixing member insertion hole formed in communication with the central portion of the convex wall portion, and the convex wall portion
The guide groove and the hollow branch pipe fixedly or detachably engaged with the opening of the hollow portion at the other end of the rod-shaped member are provided. The connector according to claim 2, wherein the rod-shaped member, a hollow portion formed from one end of the rod-shaped member to a predetermined portion in the longitudinal direction, and between one end of the hollow portion and an outer surface of the rod-shaped member. One or more glues pierced
The agent outflow hole and the adhesive outflow hole from the opening to the end
An adhesive outflow groove formed by the above, a fixing member insertion hole formed between the adhesive outflow hole and the other end of the rod-shaped member substantially orthogonal to the length direction of the rod-shaped member, A hollow branch pipe fixedly or detachably engaged with an opening of the hollow portion at the one end of the rod-shaped member. The connector according to claim 3 is the connector according to claim 1 or 2 , wherein a protrusion or the fixing member is provided at an end portion of the hollow branch pipe of the rod-shaped member on the fixing portion or engaging portion side. The present invention has a configuration including a collar portion having an insertion hole portion and an insertion hole portion display notch formed in a shape orthogonal or parallel to the opening direction. According to a fourth aspect of the present invention , in the connecting tool according to any one of the first to third aspects, the rod-shaped member has a structure in which a ridge portion or an uneven portion is formed on a surface thereof. The method for joining building structures according to claim 5 is the same as any one of claims 1 to 4.
A step of inserting a rod-shaped member between two or more structural members having a joining hole for inserting the rod-shaped member of the connector described in item 1; and an end of the rod-shaped member on the adhesive outflow side. The fixing member is inserted into the insertion portion of the fixing member formed by penetrating the tip portion of the joining hole from the outer wall portion of the structural member in the convex wall portion connected to the end portion or the end portion. Insert in the wearing hole,
A step of pivotally supporting the rod-shaped member on the insertion portion by the fixing member, a step of embedding an insertion portion insertion plug in the insertion portion, and an adhesive from the adhesive inflow side of the hollow portion of the rod-shaped member. Inject and
A step of causing the adhesive to flow out from the adhesive outflow side of the rod-shaped member and returning the adhesive to the inflow side while filling the gap between the rod-shaped member and the bonding hole between each structural member with the adhesive. And a step of burying a plug on the adhesive inflow side.

【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
角形状をした鉄や真鍮等の合金等からなる金属製やカー
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、木材や竹材若しくはアセチル化剤等で強化した強化
木材や強化竹材等が用いられる。棒状部材の長さや太さ
は構造部材の厚みや大きさによって適宜選択される。
尚、構造部材間の接合構造によっては棒状部材の一端部
は中実のものとし、中空部の先端部に接着剤流出孔を設
けてもよい。中実部をアンカー部として利用する際の便
を図るためである。また、棒状部材は同一径又は異径で
形成してもよい。中空部の径は接着剤の流入を阻害しな
い程度に小さく形成されるのが望ましい。接合具の剪断
力や曲げ応力等の機械的強度を下げないためである。長
手方向の所定部に支管用孔部を有する棒状部材は棒状部
材の中空部の径を支管用孔部の前後で変えてもよい。支
管用孔部を中心として左右に略同一の長さを有する棒状
部材は接着剤の流速が略等しいので返流が同時に生じる
ため中空部の径は同一でもよいが、長さが異なる場合、
棒状部材の長い方の径を大きくし、短い方を小さくして
接着剤の流速を変え返流の時期を同一にする必要がある
ためである。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
も一端部の接着剤流出側の形状は膨出状、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
端部や凸壁部の形状は略半円状,略円柱状,略三角形状
等に形成される。棒状部材の端部や凸壁部の固定部材挿
着用孔部の形状は構造部材の大きさや厚みに応じて選択
される固定部材の形状に応じて、略半円,略円形,略楕
円,略四角形,略三角形乃至は五角,六角形等の多角形
に形成される。固定部材はドリフトピン等のように先の
尖ったものや金属棒,カーボン繊維やボロン繊維等の機
械的強度の強い繊維と合成樹脂の複合品等が用いられ
る。固定部材の径は固定部材挿着用孔部の径と略同一か
小さめに形成される。固定部材の挿着を容易に行うため
である。固定部材は固定部材挿着用孔部に挿入後接着剤
が注入されるので固定部材の一部は接着剤で固定されガ
タをなくすことができるとともに接着耐力を高めること
ができる。固定部材の外周面は面一状又は螺旋状又は長
さ方向に平行な凹凸部を形成すると、接着剤がそれらの
凹凸部を流れ棒状部材と固定部材を接着剤で固定し、よ
り強固な接合構造を得ることができる。棒状部材の端部
の突起部や鍔部は金属製又は複合樹脂等曲げ応力の強い
もので好適に作製される突起部や鍔部は棒状部材に溶接
等で固定するか又は棒状部材と一体に形成してもよい。
突起部や鍔部の形状は棒状部材が鍔等の形成部と反対の
方向に強大な引張力が作用したときに棒状部材が引き抜
かれるのを防止できる形状であればよい。支管は管状物
からなり棒状部材の材質と同一又は異なったもので形成
され、棒状部材の中空部とその中空部が連通するように
係合される。支管の径は棒状部材と略同一か又はそれよ
り小さく又は大きく形成してもよい。係合方法は支管の
係合部と棒状部材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。
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が、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。棒状部材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、
その径は接合具の筒状部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接合具の
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。
Here, the rod-shaped member of the connector is a metal or carbon fiber made of an alloy such as iron or brass having a substantially circular or elliptical cross section or a substantially polygonal shape such as a triangle, a quadrangle, or a hexagon. , Molded and processed composite material of organic and inorganic fibers such as boron fiber, glass fiber, metal fiber and synthetic resin, ceramics using cement etc. and their composites, reinforced with wood, bamboo or acetylating agent Reinforced wood and reinforced bamboo are used. The length and thickness of the rod-shaped member are appropriately selected depending on the thickness and size of the structural member.
Depending on the joining structure between the structural members, one end of the rod-shaped member may be solid and an adhesive outflow hole may be provided at the tip of the hollow portion. This is to facilitate the use of the solid portion as the anchor portion. Further, the rod-shaped members may have the same diameter or different diameters. It is desirable that the diameter of the hollow portion is formed so as not to hinder the inflow of the adhesive. This is because the mechanical strength such as shearing force and bending stress of the connector is not lowered. For a rod-shaped member having a branch pipe hole at a predetermined portion in the longitudinal direction, the diameter of the hollow portion of the rod member may be changed before and after the branch pipe hole. The rod-shaped members having substantially the same length on the left and right with the branch pipe hole as the center have substantially the same flow rate of the adhesive, so that return flow occurs at the same time, so the diameter of the hollow part may be the same, but if the lengths are different,
This is because it is necessary to increase the diameter of the long side of the rod-shaped member and decrease the length of the short side to change the flow rate of the adhesive and make the returning time the same. The ridges and irregularities formed on the outer surface of the rod-shaped member are those in which continuous ridges or discontinuous protrusions are randomly formed, or adhesive that flows out from the other end of the rod-shaped member such as a spiral Desirably, the adhesive functions as a buffer for the agent, and is formed in a shape that fills the space between the outer surface of the rod-shaped member and the peripheral wall of the communication hole of the structural member to expand the bonding area and give an anchor effect. Depending on the construction site and the type of adhesive (having a strong viscosity), one or several ridges may be formed at the end of the rod-shaped member or branch pipe on the adhesive return side, or may not be formed. Further, the width and depth of the uneven portion such as the spiral groove may be changed according to the viscosity of the adhesive. The shape of the adhesive outflow side of at least one end of the rod-shaped member is swollen, flat,
It may be concave, but it is efficient to use it properly depending on the application and the type of structural member. For example, between wood or between laminated wood, a bulging material can be inserted by pressing wood scraps etc., and in the case of concrete or stone material, a concave one can be inserted while crushing the convex part in the hole, A flat-shaped product is preferably used as the hole-finished product. The ends of the rod-shaped member and the convex wall are formed in a substantially semicircular shape, a substantially cylindrical shape, a substantially triangular shape, or the like. The shape of the fixing member insertion hole of the end portion of the rod-shaped member or the convex wall portion is approximately a semicircle, a substantially circle, a substantially ellipse, or a substantially oval depending on the shape of the fixing member selected according to the size and thickness of the structural member. It is formed in a quadrangle, a substantially triangular shape, or a polygon such as a pentagon or a hexagon. As the fixing member, a pointed member such as a drift pin, a metal rod, a composite product of a fiber having high mechanical strength such as carbon fiber or boron fiber, and a synthetic resin is used. The diameter of the fixing member is substantially the same as or smaller than the diameter of the fixing member insertion hole. This is because the fixing member can be easily inserted and attached. Since the fixing member is injected with the adhesive after being inserted into the fixing member insertion hole portion, a part of the fixing member is fixed with the adhesive, so that the play can be eliminated and the adhesive strength can be improved. When the outer peripheral surface of the fixing member is formed to be flush or spiral or uneven portions parallel to the length direction, the adhesive flows through these uneven portions and the rod-shaped member and the fixing member are fixed with an adhesive, for a stronger bond. The structure can be obtained. The protrusions and flanges at the ends of the rod-shaped member are preferably made of metal or composite resin having strong bending stress, and are preferably made.The protrusions and flanges are fixed to the rod-shaped member by welding or the like, or are integrally formed with the rod-shaped member. You may form.
The shape of the protrusion and the flange may be any shape that can prevent the rod-shaped member from being pulled out when a strong tensile force acts on the rod-shaped member in the direction opposite to the portion where the collar or the like is formed. The branch pipe is made of a tubular material and is made of the same material as or different from the material of the rod-shaped member, and is engaged so that the hollow portion of the rod-shaped member and the hollow portion communicate with each other. The diameter of the branch pipe may be formed to be substantially the same as or smaller than or larger than that of the rod-shaped member. As an engaging method, a screw hole may be formed in the engaging portion of the branch pipe and an engaging portion of the rod-shaped member and screwed, or a fitting portion or the like may be formed and engaged by fitting or the like.
By forming the branch pipe, it is possible to smoothly inject the adhesive into the connector depending on the construction site. After the injection of the adhesive, the branch pipe is disengaged from the rod-shaped member and pulled out, but may be left as it is when the length of the branch pipe is short and there is no hindrance when plugging or the like. It is desirable that the rod-shaped member and the hollow portion of the branch pipe be mirror-finished in order to reduce the inflow resistance of the adhesive, but when the viscosity of the adhesive is low, mirror-finishing is not necessary. The adhesive is appropriately selected according to the type of structural member such as wood to wood, laminated wood to laminated wood, wood to laminated wood, wood or laminated wood to stone, concrete structure, stone or concrete structure. As a specific example, an organic adhesive such as an epoxy or polyurethane adhesive, or an inorganic adhesive such as a mortar is used. It should be noted that it is desirable that the adhesive is injected by two-step injection or pressure injection in the case of wood, laminated wood or concrete structure. This is to prevent the adhesive from being absorbed by the types of wood, laminated wood, and concrete, resulting in a shortage of the amount of adhesive and a decrease in adhesive strength. As structural members, lumber such as prisms, lumber such as laminated wood or laminated boards, wood such as stone pillars, concrete pillars, beams, walls and the like are used. The joining holes formed so as to communicate with each other between the structural members are perforated on the contact surface between the plurality of structural members in accordance with the shape of the joining tool.
It is desirable that the diameter is formed to be substantially the same as or slightly larger than the maximum diameter of the tubular portion of the connector, and the depth thereof is at least equal to or slightly longer than the length of the connector to be stored. This is to reduce the workability of punching and the amount of adhesive used. The holes for joining may be formed by drilling on the spot with a drill or the like, or may be preformed in a factory by a precut method or the like. The joining holes are formed in a substantially vertical shape, an oblique shape, an oblique shape, a parallel shape, or the like with respect to the contact surface depending on the construction site. In addition, it is preferable to apply an adhesive to the contact surface around the bonding hole because the structural strength can be further improved. After the injection of the adhesive into the joining hole is completed, the surface can be made flush by covering with a spigot or embedded wood, or repaired with putty to make the finished surface beautiful.

【0007】[0007]

【作用】この構成によって、構造部材間の接合部に金属
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。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し固定部材を
固定部材挿着用孔部に挿着した後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、接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。棒状部材の流出端部に固定部材挿着用
孔を設け、その孔の中に固定部材を直交状に挿着し接合
具の回転や支管と一緒に抜けるのを防止するとともに、
建築構造物の剛性を粘り強いものにし、瞬時破壊の際に
は木材にめり込んで耐力を維持するので瞬時の崩壊を防
止し、信頼性、作業性を高めることができる。固定部材
と棒状部材が固定部材挿着用孔部を介して接着剤で一体
に固化しているので地震等の瞬時的な外力に対しても強
固に接合され棒状部材と接合用孔部の間の接着剤の破壊
を防止し強い耐力を与えることができる。また、固定部
材に任意的に接着剤で固化する部分と木材中に埋設され
て接着効果の及ばないところを作ることによって接着剤
の一次破壊後に接着効果の及ばない部分で機械的に耐力
を維持させ瞬時の崩壊を防ぐことができる。また、構造
部材の組立時に接合具の抜けるのを防止することがで
き、組立作業の完全性を高めることができる。また、家
具や建具等にも簡単に施工でき強固な接合構造を得るこ
とができる。更に、損傷した建造や家具に接合用孔部を
ドリル等で開け棒状部材を固定部材で固定後接着剤を注
入するだけで極めて容易に修復することができる。
た、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
の端部や凸壁部には、接着剤の案内用の案内溝を形成す
ると接着剤の偏流を防止できるので好ましい。接着剤流
出溝部が形成されているので、接合用孔部に木屑等があ
っても接着剤流出孔が詰まることなく円滑に接着剤を注
入できる。
With this structure, since the metal fittings are embedded and fixed in the joints between the structural members, bending, pulling,
The stress against compression, shearing, etc. can be significantly improved. Further, the type, diameter, length and number of the joining tool can be changed according to the strength required for the joining portion. Since the bonding hole is filled with the bonding agent and the adhesive around it, the mechanical strength against bending stress, etc. can be improved, and since the bonding tool is covered with the adhesive, it is oxidized by dew condensation. It can be prevented from being damaged or weakened by salt damage. Since the joining method is to form a joining hole or cutting portion on the contact surface of each structural member, insert the joining tool, insert the fixing member into the fixing member insertion hole, and then inject the adhesive, the working process Can be extremely simplified and the work man-hour can be reduced. Since no complicated metal fittings with a large number of parts are used, damage loss of materials due to incorrect mounting can be prevented.
Furthermore, by embedding the joint in wood, it is possible to prevent the interior of the joint from being protected by the carbonized film on the surface of the wood during a fire, prevent the joint from melting, maintain structural strength, prevent collapse of the building, and improve safety. . A fixing member insertion hole is provided at the outflow end of the rod-shaped member, and the fixing member is orthogonally inserted and inserted into the hole to prevent rotation of the connector and removal with the branch pipe.
The rigidity of the building structure is made to be tenacious, and in the case of momentary destruction, it is embedded in the wood and maintains its proof strength, so that momentary collapse can be prevented, and reliability and workability can be improved. Since the fixing member and the rod-shaped member are integrally solidified with the adhesive through the fixing member insertion hole, they are firmly joined even against an instantaneous external force such as an earthquake or the like, and between the rod-shaped member and the joining hole. It is possible to prevent the destruction of the adhesive and give a strong proof stress. In addition, mechanical strength is maintained at the part that does not reach the adhesive effect after the primary destruction of the adhesive by creating a part that is solidified with an adhesive on the fixing member and a part that is embedded in wood and does not reach the adhesive effect. It is possible to prevent instantaneous collapse. Further, it is possible to prevent the joining tool from coming off at the time of assembling the structural member, and it is possible to improve the integrity of the assembling work. Further, it can be easily applied to furniture, fittings, etc., and a strong joint structure can be obtained. Furthermore, it is possible to very easily repair the damaged building or furniture by simply opening the joining hole with a drill or the like and fixing the rod-shaped member with the fixing member and then injecting the adhesive. Well
In addition, the injected adhesive is applied to the outer surface of the end of the rod-shaped member.
Forming a guide part such as a groove to guide the adhesive smoothly
It can be guided between the surface of the rod-shaped member and the peripheral wall of the communication hole.
The workability of injecting the adhesive can be improved. Bar-shaped member
A guide groove for guiding the adhesive is formed on the end and the convex wall of the
This is preferable because uneven flow of the adhesive can be prevented. Adhesive flow
Since the groove is formed, wood chips etc.
Even if the adhesive outflow hole is not clogged, the adhesive can be poured smoothly.
You can enter.

【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実施例の接合具の一部破断斜視図で
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
具の棒状部材の応用例を示す端部側の要部正面図、図4
はその固定部材挿着用孔部の応用例を示す要部側面図で
ある。1は第1実施例の中空部の開口部に支管が係合さ
れる金属製の接合具、2は金属製の棒状部材、3は棒状
部材2の略中央部長手方向に形成され両端が開口した接
着剤流入用の中空部、3は棒状部材の一端部に膨出状に
形成された凸壁部、4は接着剤流出孔、5は棒状部材2
の表面に螺旋状に形成された凹凸部、6は棒状部材2の
中空部3の開口部、7は開口部6に螺旋状に形成された
支管係合部、8,8は棒状部材2の一端部の接着剤流出
側に中空部3を挟んで対称状に形成された凸壁部、9は
凸壁部8,8の中央部に連通して形成された固定部材挿
着用孔部、10は凸壁部8,8間に形成される接着剤案
内溝、11は固定部材挿着用孔部9に挿着されるドリフ
トピンや金属棒状物等からなる固定部材、12は棒状部
材2の支管係合部7に螺着等で係合された合成樹脂製や
金属製等の支管、12aは支管12の端部に形成された
ドライバー等の係止溝、13は棒状部材2の中空部3と
連通する支管中空部、14は支管8の端部に螺状に形成
され棒状部材2の支管係合部7と螺着等で係合する係合
部である。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。また、図示していないが端部を中空部を
中心とし端部にいくにつれ拡開する逆円錐台状に形成し
てもよい。コンクリートや石材等の構造物の接合時に接
合用孔部中の突起物を砕きながら接合具を挿入できるの
で便利である。図4において、固定部材挿着用孔部9の
形状が、(a)は略半円形状に形成されたもの、(b)
は略円形状に形成されたもの、(c)は略楕円形状に形
成されたもの、(d)は略四角形状に形成されたもの、
(e)は略三角形乃至は多角形状に形成されたものであ
り、構造部材等の被接合物の形状や大小によって適宜使
いわけられる。尚、引張強度や曲げ強度の要求されるも
のに対しては(d)や(e)が好適に用いられる。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要部側面断面図であり、図
6(b)は仕口接合施工後の状態を示す要部側面断面図
である。1は第1実施例の接合具、2は棒状部材、8は
凸壁部、9は固定部材挿着用孔部、11は固定部材であ
り、15aは通し柱、15bは胴差し、16は通し柱1
5aと胴差し15bの仕口接合面、17は通し柱15a
と胴差し15bの仕口接合面16に連通して形成された
接合用孔部、18は接合用孔部17の孔開口部、19は
仕口接合後に接合用孔部17の孔開口部18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、2
0は接合用孔部17に挿着される棒状部材2の固定部材
挿着用孔部4の位置に胴差し15bを穿孔して形成され
た固定部材11を挿着する挿着部、21は固定部材11
を挿着した後、接着剤の流出を防止する挿着部用込栓、
22は接着剤注入用ガン、23は支管12から注入され
棒状部材2の中空部3,接着剤案内溝10を経て接合用
孔部17を充満しながら接合用孔部17の孔開口部18
に流出が視認されるまで充填される接着剤である。通し
柱15aと胴差し15bの接合面に連通して接合具の径
より少し太めの径で接合具1の中央部が仕口接合面16
にくるような深さの接合用孔部17をドリル等で穿設す
る。接合用孔部17に接合具1を挿入し棒状部材2の凸
壁部8に設けられた固定部材挿着用孔部9にドリフトピ
ン等の固定部材11を棒状部材2と直交状に挿着する。
次いで、胴差し15bの挿着部20に挿着部用込栓21
を打ち込み胴差し15bの表面と面一にする。支管12
の支管中空部13の係止溝12aに接着剤注入用ガン2
2を装着する。次いで、接着剤23を接合具1の中空部
3を経て、挿着部20や接合用孔部17を充たしながら
接合用孔部17の孔開口部18に接着剤23が視認され
るまで接合用孔部17に充填する。図6(a)に示すよ
うに、接着剤23は矢印のように支管中空部13から注
入され、中空部3を通り接着剤案内溝10より棒状部材
2の表面の凹凸部5と接合用孔部17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
5のバッファ効果により接着剤23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2
3が充填される。更に接着剤23の注入を続けると接着
剤23が支管12の外表面と接合用孔部17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17の孔開口部18に接着剤23
が視認されたら支管12を半転させ棒状部材2との係合
を解く。棒状部材2の固定部材挿着用孔部9に固定部材
11が打ち込まれているので棒状部材2を回転させた
り、抜けたりすることがない。次いで、接合用孔部17
の孔開口部18に込栓19を通し柱15aの表面と面一
に覆設する。込栓19を通し柱15a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通し柱15
aと一体化できる。以上のように本実施例によれば、固
定部材を構造部材の表面から打ち込み接合具の固定部材
挿着用孔部に挿着し接合具を接合用孔部内に固定するの
で、接着剤注入作業が極めて容易に行うことができる。
また、地震等で建造物が揺動され接着剤の接着力以上の
外力がかかっても固定部材で構造部材に接合具が固定さ
れているので外力の接着剤への影響を防ぎ接着剤の破断
を防止することができ極めて安全性を高めることができ
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. (Embodiment 1) FIG. 1 is a partially broken perspective view of a connector according to a first embodiment of the present invention, FIG. 2 (a) is a side view thereof, and FIG. 2 (b) is an adhesive outflow thereof. FIG. 4 is a perspective view of a main part on the end side, and FIG. 3 is a front view of the main part on the end side showing an application example of the rod-shaped member of the connector.
FIG. 11 is a side view of a main part showing an application example of the fixing member insertion hole. Reference numeral 1 is a metallic connector in which a branch pipe is engaged with an opening of a hollow portion of the first embodiment, 2 is a metal rod-shaped member, and 3 is a substantially central portion of the rod-shaped member 2 formed in the longitudinal direction and both ends are opened. The hollow portion for inflowing the adhesive, 3 is a convex wall portion formed in a bulge shape at one end of the rod-shaped member, 4 is an adhesive outflow hole , and 5 is the rod-shaped member 2
The surface of the rod has a concavo-convex portion formed in a spiral shape, 6 is an opening of the hollow portion 3 of the rod-shaped member 2, 7 is a branch pipe engaging portion formed in the opening 6 in a spiral shape, and 8 and 8 are of the rod-shaped member 2. A convex wall portion formed symmetrically with the hollow portion 3 on the adhesive outflow side at one end portion, 9 is a fixing member insertion hole portion formed in communication with the central portion of the convex wall portions 8 and 10. Reference numeral 11 is an adhesive guide groove formed between the convex wall portions 8, 8, 11 is a fixing member made of a drift pin or a metal rod-shaped member inserted in the fixing member insertion hole portion 9, and 12 is a branch pipe of the rod-shaped member 2. A branch pipe made of synthetic resin or metal engaged with the engaging portion 7 by screwing or the like, 12a is a locking groove such as a driver formed at an end of the branch pipe 12, 13 is a hollow portion 3 of the rod-shaped member 2. A branch pipe hollow portion communicating with the reference numeral 14 is an engaging portion which is formed in an end portion of the branch pipe 8 in a screw shape and which engages with the branch pipe engaging portion 7 of the rod-shaped member 2 by screwing or the like. In FIG. 3, (a) shows a rod-shaped member 2 having a substantially circular cross-sectional shape, which facilitates insertion into a rough-cut joint hole formed in wood or the like. In (b), the cross-sectional shape of the rod-shaped member 2 is formed into a substantially elliptical shape, and the purpose is to disperse and reinforce external force, such as joining a base and a pillar, and prevent rotation of the member.
In particular, the bending stress from the major axis direction is strengthened. (C)
(E) is formed in a substantially quadrangle, a rectangle, a hexagon, or a triangle, and is suitable for preventing rotation between members and joining them. Further, although not shown, the end portion may be formed into an inverted truncated cone shape centering on the hollow portion and expanding toward the end portion. This is convenient because it is possible to insert the connector while crushing the protrusions in the joint holes when joining structures such as concrete and stone. In FIG. 4, the shape of the fixing member insertion hole 9 is such that (a) is formed in a substantially semicircular shape, (b)
Is a substantially circular shape, (c) is a substantially elliptical shape, (d) is a substantially square shape,
(E) is formed in a substantially triangular shape or a polygonal shape, and can be appropriately used depending on the shape and size of an object to be joined such as a structural member. Incidentally, (d) and (e) are preferably used for those requiring tensile strength and bending strength. 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. (Execution Example 1) FIG. 5 is a perspective view of the joining tool such as a through column and a barrel insert when the joining tool of the first embodiment of the present invention is applied, and FIG. It is an important section side sectional view showing a state, and Drawing 6 (b) is an important section side sectional view showing a state after joint joining construction. DESCRIPTION OF SYMBOLS 1 is a connector of 1st Example, 2 is a rod-shaped member, 8 is a convex wall part, 9 is a fixing member insertion hole part, 11 is a fixing member, 15a is a through pillar, 15b is a barrel, 16 is a through pillar 1
The joint surface of 5a and the barrel 15b, 17 is a through pillar 15a
And a joining hole formed in communication with the joint joining surface 16 of the barrel 15b, 18 is a hole opening of the joining hole 17, and 19 is a hole opening 18 of the joining hole 17 after joining the joints. Plugs made of wood or synthetic resin to cover the column and make it flush with the surface of the pillar, 2
Reference numeral 0 is an insertion portion for inserting the fixing member 11 formed by boring the barrel insertion 15b at the position of the fixing member insertion hole portion 4 of the rod-shaped member 2 inserted in the joining hole portion 17, and 21 is fixed. Member 11
After inserting, insert plug for insertion part that prevents the outflow of adhesive,
22 is a gun for injecting an adhesive, 23 is a hole injected from a branch pipe 12, and a hole opening 18 of the hole 17 for bonding while filling the hole 17 for bonding through the hollow portion 3 of the rod-shaped member 3 and the adhesive guide groove 10.
It is an adhesive that is filled until the spill is visible. Communicating with the joint surface of the through column 15a and the barrel 15b, the center portion of the joint tool 1 is slightly thicker than the diameter of the joint tool, and the center portion of the joint tool 1 is the joint surface 16 of the joint.
The joining hole portion 17 having a depth that comes close to that is formed by a drill or the like. The joining tool 1 is inserted into the joining hole portion 17, and the fixing member 11 such as a drift pin is inserted into the fixing member insertion hole portion 9 provided in the convex wall portion 8 of the rod-shaped member 2 orthogonally to the rod-shaped member 2. .
Next, the insertion portion insertion plug 21 is attached to the insertion portion 20 of the barrel 15b.
Is made flush with the surface of the barrel 15b. Branch pipe 12
The adhesive injection gun 2 into the engagement groove 12a of the branch pipe hollow portion 13
Wear 2. Next, the adhesive 23 is bonded through the hollow portion 3 of the connector 1 while filling the insertion portion 20 and the bonding hole 17 until the adhesive 23 is visually recognized in the hole opening 18 of the bonding hole 17. The holes 17 are filled. As shown in FIG. 6 (a), the adhesive 23 is injected from the branch pipe hollow portion 13 as indicated by the arrow, passes through the hollow portion 3, and is guided from the adhesive guide groove 10 to the uneven portion 5 on the surface of the rod-shaped member 2 and the bonding hole. The gap between the peripheral wall of the portion 17 and the peripheral wall is filled. At this time, due to the buffer effect of the uneven portion 5 on the surface of the rod-shaped member 2, channeling or short pass of the adhesive 23 is prevented and the adhesive 2 is hardly leaked.
3 is filled. When the injection of the adhesive 23 is further continued, it is possible to visually observe that the adhesive 23 rises while filling the gap between the outer surface of the branch pipe 12 and the joining hole portion 17, so that uneven filling can be prevented. The adhesive 23 is applied to the hole opening 18 of the bonding hole 17.
When is visible, the branch pipe 12 is half-turned to release the engagement with the rod-shaped member 2. Since the fixing member 11 is driven into the fixing member insertion hole 9 of the rod-shaped member 2, the rod-shaped member 2 does not rotate or come off. Next, the bonding hole 17
The insertion plug 19 is inserted into the hole opening 18 of the above and is provided so as to be flush with the surface of the pillar 15a. If the plug 19 is made of the same material as the through column 15a, the through column 15 will be comfortable when installed flush with the through column 15.
It can be integrated with a. As described above, according to the present embodiment, the fixing member is inserted from the surface of the structural member into the fixing member insertion hole portion of the joining tool and the joining tool is fixed in the joining hole portion, so that the adhesive injection work can be performed. It can be done very easily.
Also, even if the building is swayed due to an earthquake or the like and an external force greater than the adhesive force of the adhesive is applied, the fixture is fixed to the structural member with the fixing member, so the influence of external force on the adhesive is prevented and the adhesive is ruptured. Can be prevented and the safety can be extremely enhanced.

【0009】(実施例2) 図7(a)は本発明の第2実施例の接合具の側面図であ
り、図7(b)は本発明の第2実施例の接合具の接着剤
の流出端部側の要部斜視図である。1aは第2実施例の
接合具、2aは棒状部材、3は棒状部材2aの一端部か
ら他端部に連通して形成された中空部、8aは棒状部材
2aの接着剤流出側の凸壁部、9は凸壁部8aに形成さ
れた固定部材挿着用孔部、12は棒状部材2aの一端部
に固定又は脱着自在に係合された支管、24は中空部3
と連通しかつ中空部3と直交状又は膨出部8aの頂部へ
向けて斜交状に形成された接着剤流出孔、24aは接着
剤流出孔24の開口部から端部へ向けて形成された接着
剤流出溝部である。以上のように構成されているので、
第2実施例の接合具は固定部材挿着用孔部や固定部材の
周囲にも接着剤を充填することができ、より機械的強度
に優れ地震等の揺れにも接着剤の破壊のない強固な接合
構造を得ることができる。また、接着剤流出溝部が形成
されているので、接合用孔部に木屑等があっても接着剤
流出孔が詰まることなく円滑に接着剤を注入できる。 (実施例3) 図8は第3実施例の接合具の要部斜視図である。図2の
第1実施例の接合具と異なるのは、棒状部材2bの接着
剤流入側の開口部6に合成樹脂製や金属製の鍔部25が
固定されている点と、鍔部25の外周面に固定部材挿着
用孔部9の穿孔方向を示すとともに、接着剤の返流通路
を形成する切り込み部26が形成されている点である。
以上のように構成されているので、本実施例の接合具に
よれば、棒状部材の固定部材挿着用孔部の位置が鍔部の
切り込み部で表示されているので、構造部材に棒状部材
を装着した後、固定部材を挿着する際に極めて容易に挿
着することができ、固定部材の挿着作業の作業性を高め
ることができる。尚、本実施例の場合、鍔部が挿着され
る構造部材の接合用孔部は鍔部の径だけ広く形成する必
要がある。また、鍔部は支管に挿通して固定し、支管と
抜き取るとき同時に抜くようにしてもよい。 (施工例2) 図9は本発明の第3実施例の接合具を用いた仕口接合の
状態を示す要部側面断面図である。4は固定部材装着用
孔部、11は固定部材、15aは通し柱、15bは道差
し、17は接合用孔部であり、これらは施工例1と同様
なものなので同一の番号を付し説明を省略する。2bは
第3実施例の接合具、25は棒状部材2bの端部に一体
に形成された鍔部、27は鍔部25を収容する接合用孔
部17よりも拡開して形成された2段堀り部、28は込
栓である。以上のように本施工例によれば、鍔部25が
形成されているので、図中f方向に外力が加わっても鍔
部25が2段堀り部27に当接して接合具が通し柱15
aから抜けないので、極めて安全な接合構造を得ること
ができる。また、固定部材11と鍔部25で接合具が固
定されているので耐力に優れた接合構造とすることがで
きる。
(Second Embodiment) FIG. 7 (a) is a side view of a connector of the second embodiment of the present invention, and FIG. 7 (b) is an adhesive agent of the connector of the second embodiment of the present invention. It is a principal part perspective view by the side of an outflow end. Reference numeral 1a is a connector of the second embodiment, 2a is a rod-shaped member, 3 is a hollow portion formed by communicating from one end to the other end of the rod-shaped member 2a, and 8a is a convex wall on the adhesive outflow side of the rod-shaped member 2a. , 9 is a fixing member insertion hole formed in the convex wall 8a, 12 is a branch pipe fixedly or detachably engaged with one end of the rod-shaped member 2a, and 24 is a hollow portion 3
The adhesive outflow hole 24a is formed so as to communicate with the hollow portion 3 and be orthogonal to the hollow portion 3 or obliquely formed toward the top of the bulging portion 8a. The adhesive outflow hole 24 is formed from the opening of the adhesive outflow hole 24 to the end thereof. It is the adhesive outflow groove portion. Since it is configured as above,
In the connector of the second embodiment, the adhesive can be filled around the fixing member insertion hole and the periphery of the fixing member, and the mechanical strength is excellent and the adhesive is strong and does not break even when shaken by an earthquake or the like. A joint structure can be obtained. Further, since the adhesive outflow groove is formed, even if wood chips or the like to the bonding hole adhesive
The adhesive can be injected smoothly without clogging the outflow holes . (Embodiment 3) FIG. 8 is a perspective view of a main part of a connector according to a third embodiment. 2 is different from the connector of the first embodiment shown in FIG. 2 in that a flange 25 made of synthetic resin or metal is fixed to the opening 6 on the adhesive inflow side of the rod member 2b. This is the point that the outer peripheral surface shows the direction of perforation of the fixing member insertion hole portion 9 and that the notch portion 26 that forms a return passage of the adhesive is formed.
With the configuration as described above, according to the connector of the present embodiment, since the position of the fixing member insertion hole portion of the rod-shaped member is displayed by the notch portion of the flange portion, the rod-shaped member is attached to the structural member. After mounting, the fixing member can be extremely easily inserted when it is inserted, and the workability of inserting the fixing member can be improved. Incidentally, in the case of the present embodiment, it is necessary to form the joining hole portion of the structural member into which the collar portion is inserted and wide by the diameter of the collar portion. Further, the collar portion may be inserted into and fixed to the branch pipe so that it can be removed simultaneously with the branch pipe. (Execution example 2) FIG. 9 is a side sectional view of an essential part showing a state of joining a joint using the joining tool of the third embodiment of the present invention. Reference numeral 4 is a fixing member mounting hole portion, 11 is a fixing member, 15a is a through column, 15b is a lead, and 17 is a joining hole portion. Since these are the same as those in the construction example 1, the same reference numerals are given and description will be given. Omit it. 2b is a joining tool of the third embodiment, 25 is a brim portion integrally formed at an end of the rod-shaped member 2b, and 27 is a flared portion 2 which is wider than the joining hole portion 17 for accommodating the brim portion 25. The stepped portion, 28 is a plug. As described above, according to the present construction example, since the collar portion 25 is formed, even if an external force is applied in the direction f in the figure, the collar portion 25 abuts the two-step dug portion 27 and the connector is threaded through the pillar 15.
Since it does not come off from a, an extremely safe joint structure can be obtained. Further, since the joining tool is fixed by the fixing member 11 and the collar portion 25, a joining structure having excellent proof stress can be obtained.

【発明の効果】以上のように本発明は構成されているの
で、以下のような優れた効果を有する接合具及びそれを
用いた建築構造物の接合方法を実現できるものである。(1) 棒状部材が固定部材で構造部材に固定されている
ので、地震等により建造物が上下左右に揺れても固定部
材により棒状部材が保持されているので、接着剤と構造
部材の接合を維持できる。(2) 地震等により大きく建造物が揺さぶれたり、大
きな衝撃が建造物に加えられ、接合具と構造部材の接着
が破壊されても接着部に挿着された固定部材が棒状部材
を保持しているので、建造物の倒壊を防止できる。(3) 棒状部材の端部に鍔部を有しているので、固定部
材と相まって強固な接合構造を得ることができる。とと
もに接合具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。(4) 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。(5) 火災時には木材の炭化皮膜により内部の接合具が
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。また、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。(6) 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、本願の場合は棒状部材や固定部材の肉厚や形状,中
空部の口径,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。(7) 接着剤と接合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
時に少ない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。(8) 建築構造物の接合方法は接合用孔部に接合具を挿
入し、固定部材で挿着部に軸着するので、接着剤注入用
ガンを抜くときに接合具が抜けることがないので作業性
を極めて高めることができる。また、簡単な施工なので
施工期間を大幅に短縮化することができる。(9) 家具や建具、遊技具、玩具等も強力な接合構造に
より接合部が破壊されることがないので耐久性を著しく
高めることができる。建造物や家具、建具等を修復する
際ドリルで接合用孔部を開け接合具を装着するだけで簡
単に接合し、強固な修復を行うことができる。
Since the present invention is configured as described above, it is possible to realize a joining tool having the following excellent effects and a method for joining a building structure using the same. (1) Since the rod-shaped member is fixed to the structural member by the fixing member, the fixing member holds the rod-shaped member even if the building shakes up, down, left or right due to an earthquake or the like. Can be maintained. (2) or larger buildings Yusabu et al is an earthquake or the like, a large impact is applied to the building, a fixing member adhesion of connectors and the structural member is inserted into the adhesive portion be destroyed the rod-like member Since it is held, the building can be prevented from collapsing. (3) Since the end portion of the rod-shaped member has the flange portion, a strong joint structure can be obtained in combination with the fixing member. At the same time, since the joining tool is inserted inside wood or the like and coated with an adhesive, salt damage and dew condensation can be prevented, and the durability of the joining structure can be significantly improved without causing corrosion or the like. (4) Since the joining tool is not visible from the outside, a joint joint structure having an excellent aesthetic appearance can be obtained, and the added value of the structure can be increased. (5) In the event of a fire, the carbonized film of wood protects the internal joints and does not cause thermal deformation, etc., thus preventing collapse and securing evacuation time. In addition, the use of a plurality of joining tools can minimize the progress of the damaged portion, and can significantly improve the safety. (6) In conventional structures, especially wooden structures, the joints are variously processed and thinned, so they are weak against tensile compressive stress, bending stress, and shear stress, and structural members such as wood are thickened or thickened more than necessary to compensate for them. However, in the case of the present application, the strength can be artificially controlled by changing the wall thickness and shape of the rod-shaped member and the fixing member, the diameter and length of the hollow portion, and the number of joints. It can be constructed according to the required strength. In addition, by joining using a commercially available prism, a prism having a large cross section and a beam having a long span, which are excellent in structural strength, can be easily manufactured by on-site construction. (7) By using an adhesive and a joint tool, etc., the rigidity of the joint can be almost the same as that of a solid material such as wood, so that it is possible to sufficiently increase the height of a three-story building, etc. Since such an effect is sometimes obtained with a small number of joints, workability during construction, labor saving and rationalization can be remarkably improved. (8) In the method of joining the building structure, since the joining tool is inserted into the joining hole and the fixing member is axially attached to the insertion portion, the joining tool does not come off when the adhesive injection gun is pulled out. Workability can be extremely enhanced. Moreover, since the construction is simple, the construction period can be greatly shortened. (9) Since the joint portion of furniture, fittings, play equipment, toys, etc. is not destroyed by the strong joint structure, the durability can be remarkably enhanced. When repairing a building, furniture, fitting, etc., it is possible to perform a strong repair by simply opening the joining hole with a drill and mounting the joining tool.

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

【図1】本発明の第1実施例の接合具の一部破断斜視図FIG. 1 is a partially cutaway perspective view of a connector according to a first embodiment of the present invention.

【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
FIG. 2 (a) is a side view of the connector of the first embodiment of the present invention. FIG. 2 (b) is a perspective view of an essential part of the adhesive of the connector of the first embodiment of the present invention on the outflow end side.

【図3】本発明の第1実施例の接合具の棒状部材の応用
例を示す端部側の要部正面図
FIG. 3 is a front view of the main part on the end side showing an application example of the rod-shaped member of the connector according to the first embodiment of the present invention.

【図4】本発明の第1実施例の接合具の固定部材挿着用
孔部の応用例を示す要部側面図
FIG. 4 is a side view of a main portion showing an application example of a fixing member insertion hole portion of the connector 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
FIG. 5 is a perspective view at the time of joining a joint such as a through pillar and a barrel using the connector 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要部側面断面図 (b)本発明の第1実施例の接合具を用いた仕口接合施
工後の状態を示す要部側面断面図
FIG. 6 (a) is a side sectional view of a main portion showing a state at the time of joint joining using the connector of the first embodiment of the present invention. (B) The connector of the first embodiment of the present invention is used. Side cross-sectional view of the main part showing the state after joining the joints

【図7】(a)本発明の第2実施例の接合具の側面図 (b)本発明の第2実施例の接合具の接着剤の流出端部
側の要部斜視図
FIG. 7 (a) is a side view of a connector according to a second embodiment of the present invention. FIG. 7 (b) is a perspective view of an essential part of the connector of the second embodiment of the present invention on the side of the adhesive outflow end.

【図8】本発明の第3実施例の接合具の要部斜視図FIG. 8 is a perspective view of an essential part of a connector according to a third embodiment of the present invention.

【図9】本発明の第3実施例の接合具を用いた仕口接合
の状態を示す要部側面断面図
FIG. 9 is a side sectional view of an essential part showing a state of jointing joints using the jointing tool of the third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1,1a,1b 接合具 2,2a,2b 棒状部材 3 中空部 4 接着剤流出孔 5 凹凸部 6 開口部 7,7a 支管係合部 8,8a,8b 凸壁部 9 固定部材挿着用孔部 10 接着剤案内溝 11 固定部材 12 支管 12a 係止溝 13 支管中空部 14 係合部 15a 通し柱 15b 胴差し 16 接合面孔部 17,17a 接合用孔部 18 孔開口部 19,19a 込栓 20 挿着部 21 挿着部用込栓 22 接着剤注入用ガン 23,23a 接着剤 24 接着剤流出孔 24a 接着剤流出溝部 25 鍔部 26 切り込み部 27 二段堀り部 28 込栓1, 1a, 1b Joining tool 2, 2a, 2b Rod-shaped member 3 Hollow part 4 Adhesive outflow hole 5 Concavo-convex part 6 Opening 7, 7a Branch pipe engaging part 8, 8a, 8b Convex wall part 9 Fixing member insertion hole part 10 Adhesive guide groove 11 Fixing member 12 Branch pipe 12a Locking groove 13 Branch pipe hollow part 14 Engagement part 15a Through column 15b Body insert 16 Joint surface hole 17, 17a Joint hole 18 Hole opening 19, 19a Insert plug 20 Insertion Part 21 Insertion part plug 22 Adhesive injection gun 23, 23a Adhesive 24 Adhesive outflow hole 24a Adhesive outflow groove 25 Collar part 26 Notch part 27 Two-step dug part 28 Insert plug

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平5−331919(JP,A) 実開 平4−24937(JP,U) 実開 昭50−147409(JP,U) 実開 昭58−73844(JP,U) 実開 昭63−86411(JP,U) 実開 昭62−7504(JP,U) 特公 昭58−54223(JP,B1) (58)調査した分野(Int.Cl.7,DB名) E04B 1/18 E04B 1/26 E04B 1/38 - 1/60 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-5-331919 (JP, A) Actual Opening 4-24937 (JP, U) Actual Opening 50-147409 (JP, U) Actual Opening 58- 73844 (JP, U) Actually opened 63-86411 (JP, U) Actually opened 62-7504 (JP, U) JP 58-54223 (JP, B1) (58) Fields investigated (Int.Cl. 7 , DB name) E04B 1/18 E04B 1/26 E04B 1/38-1/60

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】棒状部材と、前記棒状部材の一端部から他
端部まで形成された中空部と、前記棒状部材の一端部の
接着剤流出側に前記中空部の出口部を挟んで対称状に形
成された凸壁部と、前記凸壁部の中央部に連通して形成
された固定部材挿着用孔部と、前記凸壁部間に形成され
る接着剤案内溝と、前記棒状部材の他端部の前記中空部
の開口部に固定又は着脱自在に係合された中空状の支管
と、を備えたことを特徴とする接合具。
1. A rod-shaped member, a hollow portion formed from one end to the other end of the rod-shaped member, and one end of the rod-shaped member.
Form a symmetrical shape with the outlet of the hollow part sandwiched on the adhesive outflow side.
Formed between the convex wall portion formed, the fixing member insertion hole formed in communication with the central portion of the convex wall portion , and the convex wall portion
And a hollow branch pipe fixedly or detachably engaged with the opening of the hollow portion at the other end of the rod-shaped member.
【請求項2】棒状部材と、前記棒状部材の一端部から長
手方向の所定部まで形成された中空部と、前記中空部の
一端部側から前記棒状部材の外表面間まで貫設された1
乃至複数の接着剤流出孔と、前記接着剤流出孔の開口部
から端部へ向けて形成された接着剤流出溝部と、前記
着剤流出孔と前記棒状部材の他端部の間に前記棒状部材
の長さ方向と略直交状に形成された固定部材挿着用孔部
と、前記棒状部材の前記一端部の前記中空部の開口部に
固定又は着脱自在に係合された中空状の支管と、を備え
たことを特徴とする接合具。
2. A rod-shaped member, a hollow portion formed from one end of the rod-shaped member to a predetermined portion in the longitudinal direction, and a hollow member extending from one end of the hollow portion to an outer surface of the rod-shaped member.
To a plurality of adhesive outflow holes and openings of the adhesive outflow holes
An adhesive outlet groove portion formed toward the end portion from the tangent
A fixing member insertion hole formed between the adhesive outflow hole and the other end of the rod-shaped member in a direction substantially orthogonal to the length direction of the rod-shaped member, and the hollow portion of the one end of the rod-shaped member. And a hollow branch pipe fixedly or detachably engaged with the opening.
【請求項3】請求項1又は2に記載の接合具であって、
前記棒状部材の中空状の支管の固定部又は係合部側の端
部に突起部又は前記固定部材挿着用孔部と開口方向と直
交状又は平行状に形成された挿着用孔部表示切込み部を
有する鍔部を備えていることを特徴とする接合具。
3. The connector according to claim 1 or 2 , wherein:
Insertion hole display notch formed at the end of the rod-shaped member on the side of the fixed portion or the engaging portion of the hollow branch pipe formed in a shape orthogonal to or parallel to the opening direction of the protrusion or the fixing member insertion hole. A joining tool comprising a collar portion having a.
【請求項4】前記棒状部材の表面に突条部や凹凸部が形
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。
4. The connector according to any one of claims 1 to 3 , characterized in that a ridge portion and an uneven portion are formed on the surface of the rod-shaped member.
【請求項5】請求項1乃至4の内いずれか1項に記載さ
れた接合具の棒状部材を挿着する接合用孔部を備えた2
以上の構造部材間に棒状部材を挿着する工程と、前記棒
状部材の接着剤流出側の端部又は端部に連接された凸壁
部に構造部材の外壁部から前記接合用孔部の先端部を貫
通して形成された固定部材の挿着部に固定部材を挿入
し、前記固定部材挿着用孔部に挿着し、前記固定部材で
前記棒状部材を挿着部に軸支する工程と、前記挿着部に
挿着部用込栓を埋設する工程と、前記棒状部材の中空部
の接着剤流入側から接着剤を注入し、前記接着剤を前記
棒状部材の接着剤流出側から流出させ前記棒状部材と前
記各構造部材間の接合用孔部との隙間を前記接着剤で充
填させながら接着剤を流入側に返流させる工程と、前記
接着剤流入側に込栓を埋設する工程と、を備えたことを
特徴とする建築構造物の接合方法。
5. The method according to any one of claims 1 to 4.
With a hole for joining into which the rod-shaped member of the joined fitting is attached
The step of inserting the rod-shaped member between the above structural members, and the end of the rod-shaped member on the adhesive outflow side or the convex wall portion connected to the end from the outer wall portion of the structural member to the tip of the joining hole portion A step of inserting a fixing member into the inserting portion of the fixing member formed by penetrating the portion, inserting the fixing member into the fixing member insertion hole, and pivotally supporting the rod-shaped member on the inserting portion with the fixing member; A step of burying a plug for insertion part in the insertion part, and injecting adhesive from the adhesive inflow side of the hollow part of the rod-shaped member, and flowing out the adhesive from the adhesive outflow side of the rod-shaped member. And a step of returning the adhesive to the inflow side while filling the gap between the rod-shaped member and the bonding hole between the structural members with the adhesive, and a step of burying a plug on the adhesive inflow side. A method for joining a building structure, comprising:
JP2002048591A 2002-02-25 2002-02-25 Jointing tool and method for joining building structures using the same Expired - Fee Related JP3535861B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002048591A JP3535861B2 (en) 2002-02-25 2002-02-25 Jointing tool and method for joining building structures using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002048591A JP3535861B2 (en) 2002-02-25 2002-02-25 Jointing tool and method for joining building structures using the same

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP5355330A Division JPH07166610A (en) 1993-12-15 1993-12-15 Jig for joining and joining method for building structure using the jig

Publications (2)

Publication Number Publication Date
JP2002303000A JP2002303000A (en) 2002-10-18
JP3535861B2 true JP3535861B2 (en) 2004-06-07

Family

ID=19192832

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
JP (1) JP3535861B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006009484A (en) * 2004-06-29 2006-01-12 Ichiura Toshi Kaihatsu Kenchiku Consultants:Kk Wooden column member and its production method
JP2006200177A (en) * 2005-01-19 2006-08-03 Nice Corp Condensation preventive cap of hardware for wooden framework
JP7086471B2 (en) * 2018-06-12 2022-06-20 住友林業株式会社 Column-beam joint structure

Also Published As

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