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JP2003321877A - Joint and method for joining crossing part, for use in wooden building - Google Patents

Joint and method for joining crossing part, for use in wooden building

Info

Publication number
JP2003321877A
JP2003321877A JP2002068681A JP2002068681A JP2003321877A JP 2003321877 A JP2003321877 A JP 2003321877A JP 2002068681 A JP2002068681 A JP 2002068681A JP 2002068681 A JP2002068681 A JP 2002068681A JP 2003321877 A JP2003321877 A JP 2003321877A
Authority
JP
Japan
Prior art keywords
joint
bolt
plate
embedded
mounting seat
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2002068681A
Other languages
Japanese (ja)
Inventor
Takatoshi Tsuji
孝年 辻
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SANKEN HOME KK
Original Assignee
SANKEN HOME KK
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 SANKEN HOME KK filed Critical SANKEN HOME KK
Priority to JP2002068681A priority Critical patent/JP2003321877A/en
Publication of JP2003321877A publication Critical patent/JP2003321877A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint for joining a crossing part, for use in a wooden building, which enables even a horizontal member different and changeable in thickness to be easily and properly assembled to vertical aggregate by using a combination of an erecting attitude and an inverted attitude. <P>SOLUTION: In terms of a correlation with first and second bolts (3a) and (3b) for being inserted for penetration into the vertical aggregate (Y) in an orthogonal state in a plan view by maintaining a fixed step height (H), a bolt receiving hole (8), which allows compatibility between the first and second bolts (3a) and (3b), is formed in an opened state in a position eccentric to either upper or lower side by a certain distance (h) equivalent to approximately half the step height (H) of a mounting seat plate (4) for being mounted on the vertical aggregate (Y). At least paired of two fixing-pin receiving holes (7) and (7), which are made vertically symmetrical, are formed in an opened state at the overhanging tip of embedment blade plate (5) for being embedded in the horizontal member (X); and a fixing nut inserting window (9), which communicates with the hole (8) of the plate (4), is formed in an opened state at the base end of the plate (5). <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は木造建築用の交叉部
接合継手と、その使用による木造建築の交叉部接合方法
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an intersection joining joint for a wooden construction and a method for joining an intersection joining a wooden construction by using the joint.

【0002】[0002]

【従来の技術】例えば、通し柱へ合計4本の梁や胴差な
どの横架材を全体的なほぼ均一の設置高さとして、平面
視の十字交叉型に組み付けたり、同じく合計3本の横架
材を通し柱へやはり全体的なほぼ均一の設置高さとし
て、平面視のT字交叉型に組み付けたりするための接合
継手については、実用新案登録第2599759号が公
知であり、この公知考案の場合柱(100)を貫通する
1本物の長いボルト(102)と、その固定ナット(1
03)が使用されている点で、本発明に近似すると言え
る。
2. Description of the Related Art For example, a total of four horizontal beams such as beams and body differences are attached to a through-column so as to have a substantially uniform installation height in a cruciform cross-shape in a plan view. A utility model registration No. 2599759 is known as a joint joint for assembling a T-shaped crossover type in a plan view with a mounting height of a bridge to a through column as a whole. Case One long bolt (102) that penetrates the pillar (100) and its fixing nut (1
It can be said that the present invention is similar to the present invention in that 03) is used.

【0003】[0003]

【発明が解決しようとする課題】ところが、上記公知考
案の接合継手(主部材)(10)は平面視のコ字型に折
り曲げられた金属製品であるため、その施工現場への梱
包・輸送上並びに施工現場での取扱い上、非常に重く、
嵩張るばかりでなく、柱(100)への取り付けに当っ
ても、特殊な専用の回動操作工具を接合継手(10)の
枠内へ挿入しない限り、ボルト(102)に対してナッ
ト(103)を締め上げ固定することができず、未だ煩
らわしく不便である。
However, since the joint joint (main member) (10) of the above-mentioned known device is a metal product bent in a U-shape in plan view, it is easy to pack and transport it to the construction site. Also, it is very heavy in handling at the construction site,
Not only is it bulky, but also when it is mounted on the pillar (100), unless a special dedicated turning operation tool is inserted into the frame of the joint (10), the nut (103) is not attached to the bolt (102). It is still annoying and inconvenient because it cannot be fixed by tightening.

【0004】又、接合継手(10)の背部(11)に多
数のボルト孔(12)が開口分布されており、図3と図
7から示唆されるように、そのボルト孔(12)の取捨
選択使用によって、柱(100)を直交状態に貫通する
ボルト(102)同志が、干渉しないように逃がされて
いる構成である。
Further, a large number of bolt holes (12) are distributed in the back portion (11) of the joint (10), and as shown in FIGS. 3 and 7, the bolt holes (12) are removed. The bolts (102) that penetrate the pillar (100) in an orthogonal state are selectively released so that they do not interfere with each other.

【0005】そのため、ボルト(102)に対する接合
継手(10)の差し込み上、そのボルト孔(12)の取
捨選択を却って見誤りやすく、それにもまして接合継手
(10)自身の大型化を余儀なくされることになり、細
い横架材については適用し難い。
Therefore, when inserting the joint (10) into the bolt (102) and selecting the bolt hole (12) easily, it is easy to misunderstand, and moreover, the joint (10) itself must be upsized. Therefore, it is difficult to apply it to thin horizontal materials.

【0006】その接合継手(10)が梁(200)や胴
差、桁などの横架材から見苦しく張り出し露呈すること
を防ぐ意味でも、その横架材の太さ変化に応じた大きさ
やボルト孔数が異なる接合継手(10)の多品種を、予
じめ製作準備の上、在庫しておく必要やこれらの使い分
けが必要であり、量産効果と汎用性などに劣る。
[0006] In order to prevent the joint joint (10) from unsightly protruding from the horizontal member such as the beam (200), the body difference, and the girder, the size and the bolt hole corresponding to the change in the thickness of the horizontal member. It is necessary to prepare a large number of different types of bonded joints (10) with different numbers in advance and prepare them in stock, or to use them properly, which is inferior in mass production effect and versatility.

【0007】[0007]

【課題を解決するための手段】本発明はこのような課題
の改良を企図しており、そのために柱や小屋束などの縦
骨材へ、一定の高低段差を保って平面視の直交状態に差
し込み貫通される第1、2ボルトと、その各個の一端ネ
ジ軸部又は両端ネジ軸部へ螺合締結される固定ナットに
より、複数本の梁や胴差、桁、母屋などの横架材をその
全体的なほぼ均一の設置高さに、且つ平面視の十字交叉
型又はT字交叉型に組み付けるための接合継手として、
DISCLOSURE OF THE INVENTION The present invention is intended to improve such a problem. Therefore, vertical aggregates such as columns and a shed of sheds are kept in a perpendicular state in a plan view while maintaining a certain height difference. By using the first and second bolts that are inserted and penetrated and the fixing nuts that are screwed and fastened to the screw shafts of one end or the screw shafts of both ends, horizontal beams such as multiple beams, body gaps, girders, and purlins can be installed. As a joint for assembling to a cross-shaped or T-shaped crossed shape in a plan view at a substantially uniform installation height as a whole,

【0008】第1に、上記縦骨材への取付座板と各横架
材への埋込み翼板とから平面視の全体的なほぼT字型を
なし、
First, the mounting seat plate for the vertical aggregate and the embedded wing plate for each horizontal member form a generally T-shape in plan view,

【0009】その両者の水平な二等分線から上記取付座
板の上下何れか一方側へ、第1、2ボルトにおける上記
高低段差の約半分に相当する一定距離だけ偏心した位置
には、その第1、2ボルトに対して互換使用可能な1個
のボルト受け入れ孔を開口形成する一方、
At a position eccentric from the horizontal bisector of the both to one of the upper and lower sides of the mounting seat plate by a constant distance corresponding to about half of the height difference of the first and second bolts, While forming one bolt receiving hole that can be used interchangeably for the first and second bolts,

【0010】上記埋込み翼板が取付座板から背後方向へ
張り出す先端部には、その水平な二等分線に対して上下
対称となる少なくとも2個一対の固定ピン受け入れ孔を
開口分布させると共に、
At the tip of the embedded vane projecting rearward from the mounting seat plate, at least two pairs of fixing pin receiving holes, which are vertically symmetrical with respect to the horizontal bisector thereof, are formed and distributed. ,

【0011】同じく埋込み翼板が取付座板と隣り合う基
端部には、その取付座板の上記ボルト受け入れ孔と連通
する固定ナット挿入窓を開口形成して、
Similarly, at the base end portion where the embedded wing plate is adjacent to the mounting seat plate, a fixed nut insertion window communicating with the bolt receiving hole of the mounting seat plate is formed.

【0012】上記第1、2ボルトの何れか一方に対して
は正立姿勢として、残る他方に対しては倒立姿勢として
上記取付座板のボルト受け入れ孔を互換的に差し込んだ
上、上記埋込み翼板の固定ナット挿入窓から挿入する固
定ナットを、第1、2ボルトへ各々螺合締結するように
定めたことを特徴とし、
The bolt receiving holes of the mounting seat plate are interchangeably inserted in an upright posture with respect to one of the first and second bolts and an inverted posture with respect to the other one, and the embedded wing is also inserted. The fixing nut to be inserted from the fixing nut insertion window of the plate is defined to be screwed and fastened to the first and second bolts, respectively,

【0013】第2に、同じく縦骨材へ嵌め付け固定され
る円形の係止鍔板と、各横架材への埋込み翼板とから平
面視の全体的なほぼT字型をなし、
Secondly, a circular locking brim plate which is also fitted and fixed to the vertical aggregate and an impeller blade embedded in each horizontal member form a generally T-shape in plan view,

【0014】上記係止鍔板の円形中心を埋込み翼板の水
平な二等分線から上下何れか一方側へ、第1、2ボルト
における上記高低段差の約半分に相当する一定距離だけ
偏心させて、その係止鍔板の中心には上記第1、2ボル
トに対して互換使用可能な1個のボルト受け入れ孔を開
口形成する一方、
The circular center of the locking collar plate is eccentric from the horizontal bisector of the embedded vane to either one of the upper and lower sides by a constant distance corresponding to about half the height difference of the first and second bolts. In the center of the locking collar plate, one bolt receiving hole that can be used interchangeably with the first and second bolts is formed.

【0015】上記埋込み翼板が係止鍔板から背後方向へ
張り出す先端部には、その水平な二等分線に対して上下
対称となる少なくとも2個一対の固定ピン受け入れ孔を
開口分布させると共に、
At the tip of the embedded vane projecting rearward from the locking collar plate, at least two pairs of fixing pin receiving holes which are vertically symmetrical with respect to the horizontal bisector thereof are distributed. With

【0016】同じく埋込み翼板が係止鍔板と隣り合う基
端部には、その係止鍔板の上記ボルト受け入れ孔と連通
する固定ナット挿入窓を開口形成して、
Similarly, a fixed nut insertion window communicating with the bolt receiving hole of the locking collar plate is formed at the base end portion where the embedded blade is adjacent to the locking collar plate.

【0017】上記第1、2ボルトの何れか一方に対して
は正立姿勢として、残る他方に対しては倒立姿勢として
上記係止鍔板のボルト受け入れ孔を互換的に差し込んだ
上、上記埋込み翼板の固定ナット挿入窓から挿入する固
定ナットを、第1、2ボルトへ各々螺合締結するように
定めたことを特徴とするものである。
The bolt receiving holes of the locking collar plate are interchangeably inserted in an upright posture with respect to one of the first and second bolts and in an inverted posture with respect to the other bolt, and the above-mentioned embedding is performed. The fixing nut to be inserted from the fixing nut insertion window of the blade is defined to be screwed and fastened to the first and second bolts, respectively.

【0018】又、木造建築の交叉部接合方法として、第
1に所定高さ位置に上下一対の組をなす第1、2ボルト
埋込み孔が、横架材の太さと対応する少なくとも1組と
して、且つその隣り合う相互の干渉しない高低段差を保
つ平面視の直交状態に貫通形成された柱や小屋束などの
縦骨材と、
Further, as a method for joining crossing parts of wooden construction, first, at least one pair of first and second bolt embedding holes forming a pair of upper and lower pairs at a predetermined height position corresponds to the thickness of the horizontal member, And vertical aggregates such as pillars and sheds that are formed to penetrate through in an orthogonal state in a plan view that maintains the height difference that does not interfere with the adjacent ones,

【0019】上記縦骨材への取付座板と各横架材への埋
込み翼板とから平面視の全体的なほぼT字型をなし、且
つその両者の水平な二等分線から取付座板の上下何れか
一方側へ、上記第1、2ボルト埋込み孔における高低段
差の約半分に相当する一定距離だけ偏心した位置には、
その第1、2ボルト埋込み孔に対して互換使用可能な1
個のボルト受け入れ孔が開口形成されていると共に、上
記埋込み翼板における取付座板と隣り合う基端部にはそ
の取付座板のボルト受け入れ孔と連通する固定ナット挿
入窓が、同じく埋込み翼板における取付座板から背後方
向へ張り出す先端部には上記水平な二等分線に対して上
下対称となる少なくとも2個一対の固定ピン受け入れ孔
が、各々開口形成された接合継手の複数個と、
The mounting seat plate for the vertical aggregate and the embedded wing plate for each horizontal member form a generally T-shape in plan view, and the mounting seat is formed by the horizontal bisectors of both. At a position eccentric to one of the upper and lower sides of the plate by a constant distance corresponding to about half of the height difference in the first and second bolt embedding holes,
Compatible with the first and second bolt embedding holes 1
A plurality of bolt receiving holes are formed, and a fixed nut insertion window communicating with the bolt receiving hole of the mounting seat plate is also formed at the base end portion of the embedded blade that is adjacent to the mounting seat plate. At the tip end portion projecting rearward from the mounting seat plate, there are at least two pairs of fixing pin receiving holes which are vertically symmetrical with respect to the horizontal bisector and a plurality of joining joints each formed with an opening. ,

【0020】上記縦骨材へ接合される木口面に、各接合
継手と対応する平面視のほぼT字型をなす垂直な接合継
手逃しスリットと、同じく各接合継手の上記固定ピン受
け入れ孔と対応合致する水平な固定ピン受け入れ連通孔
とが、各々貫通形成された梁や胴差、桁、母屋などの横
架材の複数本とを用意して、
Corresponding to the vertical joint joint escape slits which are substantially T-shaped in plan view corresponding to the joint joints and the fixing pin receiving holes of the respective joint joints, on the mouth end surface to be joined to the vertical aggregate. Prepare a horizontal fixing pin receiving communication hole that matches, and a plurality of horizontal members such as beams, body differences, girders, purlins, etc. that are formed through each.

【0021】先ず、上記縦骨材における第1、2ボルト
埋込み孔の何れか一方へ第1ボルトを差し込み貫通さ
せ、その第1ボルトが縦骨材から露出する一端ネジ軸部
又は両端ネジ軸部へ、正立姿勢に保った各接合継手のボ
ルト受け入れ孔を差し込んだ上、その各接合継手の固定
ナット挿入窓から上記第1ボルトへ固定ナットを各々螺
合締結すると共に、
First, the first bolt is inserted through one of the first and second bolt embedding holes in the vertical aggregate, and the first bolt is exposed from the vertical aggregate. To the bolt receiving holes of the respective joints held in an upright posture, and by screwing the fixing nuts to the first bolts through the fixing nut insertion windows of the respective joints,

【0022】同じく第1、2ボルト埋込み孔の残る他方
へ第2ボルトを差し込み貫通させて、その第2ボルトが
やはり縦骨材から露出する一端ネジ軸部又は両端ネジ軸
部へ、上記第1ボルト側の接合継手と上下逆向きの倒立
姿勢に保った各接合継手のボルト受け入れ孔を差し込ん
だ上、その各接合継手の固定ナット挿入窓から上記第2
ボルトへ固定ナットを各々螺合締結し、
Similarly, the second bolt is inserted and penetrated into the other of the remaining first and second bolt embedding holes, and the second bolt is also exposed from the vertical aggregate to the one-end screw shaft portion or both-end screw shaft portion. After inserting the bolt receiving holes of the respective joints, which are held upside down from the joints on the side of the bolts, and then through the fixing nut insertion window of the respective joints,
Screw the fixing nuts to the bolts,

【0023】その後、各接合継手に対して上方から各横
架材の接合継手逃しスリットを落し込み挿入した上、各
接合継手の固定ピン受け入れ孔とその各横架材の固定ピ
ン受け入れ連通孔へ、横方向から固定ピンを圧入一体化
することを特徴とし、
After that, the joint joint escape slits of the horizontal members are dropped into the joint joints from above and inserted into the fixing pin receiving holes of the joint joints and the fixing pin receiving communicating holes of the respective horizontal joint members. , Characterized by integrally press-fitting the fixing pin from the lateral direction,

【0024】第2に、同じく所定高さ位置に上下一対の
組をなす第1、2ボルト埋込み孔が、横架材の太さと対
応する少なくとも1組として、且つその隣り合う相互の
干渉しない高低段差を保つ平面視の直交状態に貫通形成
されていると共に、上記第1、2ボルト埋込み孔の各個
を中心とする円形の鍔板受け入れ凹溝が切り欠かれた柱
や小屋束などの縦骨材と、
Second, a pair of upper and lower first and second bolt embedding holes at a predetermined height position are provided as at least one set corresponding to the thickness of the horizontal member, and the heights thereof do not interfere with each other. Longitudinal bones such as columns and sheds of sheds that are formed so as to pass through in a perpendicular state in a plan view that maintains a step, and that have circular collar plate receiving concave grooves centered on each of the first and second bolt embedding holes Wood and

【0025】上記縦骨材の鍔板受け入れ凹溝内へ互換的
に嵌め付け固定される円形の係止鍔板と各横架材への埋
込み翼板とから平面視の全体的なほぼT字型をなし、且
つその埋込み翼板の水平な二等分線から上下何れか一方
側へ、上記第1、2ボルト埋込み孔における高低段差の
約半分に相当する一定距離だけ偏心した係止鍔板の中心
位置には、その第1、2ボルト埋込み孔に対して互換使
用可能な1個のボルト受け入れ孔が開口形成されている
と共に、上記埋込み翼板における係止鍔板と隣り合う基
端部にはその係止鍔板のボルト受け入れ孔と連通する固
定ナット挿入窓が、同じく埋込み翼板における係止鍔板
から背後方向へ張り出す先端部には上記水平な二等分線
に対して上下対称となる少なくとも2個一対の固定ピン
受け入れ孔が、各々開口形成された接合継手の複数個
と、
[0025] From the circular locking collar plate which is interchangeably fitted and fixed in the collar plate receiving concave groove of the vertical aggregate and the blade plate embedded in each horizontal member, the overall T-shape in plan view is formed. A locking brim plate which is shaped and is eccentric from the horizontal bisector of the embedded vane to either one of the upper and lower sides by a constant distance corresponding to about half of the height difference in the first and second bolt embedding holes. A bolt receiving hole that can be used interchangeably with the first and second bolt embedding holes is formed at the center position of the base end portion of the embedding vane adjacent to the locking flange plate. Has a fixed nut insertion window communicating with the bolt receiving hole of the locking collar plate, and the tip of the embedded blade, which also extends rearward from the locking collar plate, is located above and below the horizontal bisector. At least two pairs of symmetrical fixing pin receiving holes are provided. A plurality of openings formed bonded joint,

【0026】上記縦骨材へ接合される木口面に、各接合
継手の埋込み翼板と上記固定ナット挿入窓へ追って挿入
される固定ナットに対応する平面視のほぼT字型をなす
垂直な接合継手逃しスリットと、同じく各接合継手の上
記固定ピン受け入れ孔と対応合致する水平な固定ピン受
け入れ連通孔とが、各々貫通形成された梁や胴差、桁、
母屋などの横架材の複数本とを用意して、
A vertical T-shaped vertical joint corresponding to the embedded wing plate of each joint and the fixed nuts which are inserted into the fixed nut insertion windows on the ostium surface to be joined to the vertical aggregate in a plan view. The joint escape slit and the horizontal fixed pin receiving communication hole corresponding to the fixed pin receiving hole of each of the jointed joints respectively have a beam, a body difference, a girder formed through each,
Prepare multiple horizontal materials such as purlins,

【0027】先ず、上記縦骨材における第1、2ボルト
埋込み孔の何れか一方へ第1ボルトを差し込み貫通さ
せ、その第1ボルトが縦骨材から露出する一端ネジ軸部
又は両端ネジ軸部へ、正立姿勢に保った各接合継手のボ
ルト受け入れ孔を差し込んで、その係止鍔板を縦骨材の
鍔板受け入れ凹溝内へ嵌め付けた上、その各接合継手の
固定ナット挿入窓から上記第1ボルトへ固定ナットを各
々螺合締結すると共に、
First, the first bolt is inserted through one of the first and second bolt embedding holes in the vertical aggregate so that the first bolt is exposed from the vertical aggregate. Insert the bolt receiving hole of each joint joint kept upright, fit the locking flange plate into the flange plate receiving groove of the vertical aggregate, and then insert the fixed nut insertion window of each joint joint. From the above to the first bolt by screwing and fastening each fixing nut,

【0028】同じく第1、2ボルト埋込み孔の残る他方
へ第2ボルトを差し込み貫通させて、その第2ボルトが
やはり縦骨材から露出する一端ネジ軸部又は両端ネジ軸
部へ、上記第1ボルト側の接合継手と上下逆向きの倒立
姿勢に保った各接合継手のボルト受け入れ孔を差し込ん
で、その係止鍔板を縦骨材の鍔板受け入れ凹溝内へ嵌め
付けた上、その各接合継手の固定ナット挿入窓から上記
第2ボルトへ固定ナットを各々螺合締結し、
Similarly, the second bolt is inserted and penetrated into the other of the remaining first and second bolt embedding holes, and the second bolt is also exposed from the vertical aggregate to the one-end screw shaft portion or both-end screw shaft portion. Insert the bolt receiving hole of each joint joint that is kept upside down from the joint joint on the bolt side, and fit the locking collar plate into the groove for receiving the collar plate of the vertical aggregate. From the fixing nut insertion window of the joint joint, screw the fixing nuts to the second bolts,

【0029】その後、各接合継手の埋込み翼板に対して
上方から各横架材の接合継手逃しスリットを落し込み挿
入した上、各接合継手の固定ピン受け入れ孔とその各横
架材の固定ピン受け入れ連通孔へ、横方向から固定ピン
を圧入一体化することを特徴とするものである。
After that, the joint joint escape slits of the horizontal members are dropped into the embedded vanes of the joint joints from above, and the fixing pin receiving holes of the respective joint members and the fixing pins of the respective horizontal members are inserted. It is characterized in that the fixing pin is press-fitted and integrated into the receiving communication hole from the lateral direction.

【0030】[0030]

【発明の実施の形態】以下、図面に基いて本発明の詳細
を説明すると、図1〜22は木造建築の通し柱を縦骨材
(Y)とし、同じく梁を横架材(X)として、その横架
材(X)の合計4本を縦骨材(Y)へ、平面視の十字交
叉型に組み付けた本発明の第1実施形態を示している。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below with reference to the drawings. In FIGS. 1 to 22, a through column of a wooden construction is a vertical aggregate (Y), and a beam is a horizontal cross member (X). 1 shows the first embodiment of the present invention in which a total of four horizontal members (X) are assembled to a vertical aggregate (Y) in a cross shape in a plan view.

【0031】上記縦骨材(Y)は断面ほぼ正方形(例え
ば約105mm×約105mm)をなし、その所定高さ位置
には上下一対の組をなす第1、2ボルト埋込み孔(1
a)(1b)が、その隣り合う相互の干渉しない高低段
差(H)(例えば約15mm)を保つ平面視の直交状態に
貫通形成されている。その第1、2ボルト埋込み孔(1
a)(1b)の口径は、例えば約13mmである。
The vertical aggregate (Y) has a substantially square cross section (for example, about 105 mm × about 105 mm), and a pair of upper and lower first and second bolt embedding holes (1) are formed at a predetermined height position thereof.
a) and (1b) are penetratingly formed in an orthogonal state in a plan view which maintains a height difference (H) (for example, about 15 mm) that does not interfere with the adjacent ones. The first and second bolt embedding holes (1
The diameter of a) (1b) is, for example, about 13 mm.

【0032】但し、図2と対応する図3の変形実施形態
から明白なように、断面ほぼ正方形の各角隅部が言わば
面取りされた断面ほぼ八角形の縦骨材(隅木)(Y)に
ついても、本発明を適用することができる。
However, as is apparent from the modified embodiment of FIG. 3 corresponding to FIG. 2, a vertical aggregate (corner) (Y) having a substantially octagonal cross section in which each corner having a substantially square cross section is chamfered. Also, the present invention can be applied.

【0033】何れにしても、図4から明白なように、上
記第1、2ボルト埋込み孔(1a)(1b)の各個が中
心に開口することとなる円形の鍔板受け入れ凹溝(2
a)(2b)を、その縦骨材(Y)へ向かい合う一対づ
つの合計4個として予じめ切り欠き加工しておくことが
好ましい。
In any case, as apparent from FIG. 4, each of the first and second bolt embedding holes (1a) (1b) has a circular collar plate receiving groove (2) which is opened at the center.
It is preferable that the a) and (2b) are preliminarily notched as a total of four pieces, one pair facing the vertical aggregate (Y).

【0034】このような円形の鍔板受け入れ凹溝(2
a)(2b)は、第1、2ボルト埋込み孔(1a)(1
b)を穿設する回転動力工具へ、図外の回転刃物を装着
使用することにより、その第1、2ボルト埋込み孔(1
a)(1b)との一挙同時に便利良く切り欠き加工する
ことができる。
Such a circular collar plate receiving concave groove (2
a) (2b) are first and second bolt embedding holes (1a) (1
By attaching and using a rotary blade (not shown) to the rotary power tool for drilling b), the first and second bolt embedding holes (1
It is possible to conveniently and conveniently perform notch processing at the same time as a) and (1b).

【0035】(3a)(3b)は上記第1、2ボルト埋
込み孔(1a)(1b)へ差し込み貫通される第1、2
ボルトの上下一対であって、縦骨材(Y)の太さよりも
長大な一定の長さ(例えば約160mm)と一定の直径
(例えば約12mm)を備えており、その両端部が縦骨材
(Y)から必らず張り出し露呈することになる。
The first and second bolts (3a) and (3b) are inserted through the first and second bolt embedding holes (1a) and (1b).
It is a pair of upper and lower bolts, and has a constant length (for example, about 160 mm) and a constant diameter (for example, about 12 mm) that are longer than the thickness of the vertical aggregate (Y), and both ends thereof are vertical aggregates. Inevitably, it will be exposed from (Y).

【0036】この点、図例の第1、2ボルト(3a)
(3b)では一定長さの全体に亘って雄ネジを刻設して
いるが、その縦骨材(Y)から露出する両端部のみに雄
ネジが刻設された第1、2ボルト(3a)(3b)を採
用しても勿論良い。
In this respect, the first and second bolts (3a) in the illustrated example
In (3b), the male screw is engraved over the entire length, but the first and second bolts (3a) in which the male screw is engraved only on both ends exposed from the vertical aggregate (Y). (3b) may be adopted.

【0037】(A)は上記縦骨材(Y)の所定高さ位置
へ各横架材(X)を取り付ける接合継手の合計4個であ
って、その各個がガラス繊維や炭素繊維などの繊維強化
樹脂(FRP)を初め、ナイロンやその他の高強度な合
成樹脂から、図5〜11のように一体成形されている。
(A) is a total of four joining joints for attaching each horizontal member (X) to a predetermined height position of the vertical aggregate (Y), each of which is a fiber such as glass fiber or carbon fiber. It is integrally molded from reinforced resin (FRP), nylon and other high-strength synthetic resins as shown in FIGS.

【0038】即ち、その接合継手(A)の各個を示した
図5〜11において、(4)は縦骨材(Y)へのフラッ
トな取付座板であり、一定の厚み(T1)(例えば約1
0mm)と短辺(4x)(例えば約25mm)並びに長辺
(4y)(例えば約75mm)を備えた正面視のほぼ長方
形として、上下方向への細長く延在している。
That is, in FIGS. 5 to 11 showing each of the joints (A), (4) is a flat mounting seat plate for the vertical aggregate (Y) and has a constant thickness (T1) (for example, About 1
0 mm), a short side (4x) (for example, about 25 mm), and a long side (4y) (for example, about 75 mm), and a substantially rectangular shape in a front view, which is elongated in the vertical direction.

【0039】(5)は上記取付座板(4)から背後方向
へ、その垂直な二等分線上に沿って一定長さ(L1)
(例えば約85mm)だけ連続的に張り出された一定な厚
み(T2)(例えば約12mm)の埋込み翼板であり、上
記横架材(X)の内部へ埋め込まれる結果となる。その
埋込み翼板(5)の背丈は上記取付座板(4)の長辺
(4y)とほぼ等しい寸法であるが、横架材(X)から
上下方向へ見苦しく張り出し露呈しないように関係設定
されている。
(5) is a fixed length (L1) from the mounting seat plate (4) to the rear direction along the perpendicular bisector.
It is an embedded wing plate having a constant thickness (T2) (for example, about 12 mm) continuously projected by (for example, about 85 mm), which results in being embedded inside the lateral member (X). The height of the embedded wing plate (5) is approximately equal to the long side (4y) of the mounting seat plate (4), but it is set so that it does not overhang the horizontal member (X) in the vertical direction and is not exposed. ing.

【0040】その場合、接合継手(A)の取付座板
(4)と埋込み翼板(5)は、図5、6、8のような平
面視のほぼT字型に造形されているが、その埋込み翼板
(5)の基端部は平面視の滑らかな凹曲面(6)(6)
として、上記取付座板(4)へ近づく程徐々に厚肉化さ
れている。他方、同じく埋込み翼板(5)の張り出し先
端部には少なくとも2個一対の固定ピン受け入れ孔
(7)(7)が、その接合継手(A)の水平な二等分線
(O−O)に対して上下対称な点在分布状態となるよう
に開口形成されている。その各固定ピン受け入れ孔
(7)(7)の口径は、例えば約14mmである。
In this case, the mounting seat plate (4) and the embedded wing plate (5) of the joint joint (A) are formed in a substantially T-shape in plan view as shown in FIGS. The base end of the embedded blade (5) has a smooth concave curved surface (6) (6) in plan view.
As, the wall thickness is gradually increased toward the mounting seat plate (4). On the other hand, similarly, at least two pairs of fixing pin receiving holes (7) and (7) are formed in the protruding tip of the embedded vane (5), and the horizontal bisector (O-O) of the joint joint (A) is provided. Apertures are formed so as to be in a vertically symmetric dotted distribution state. The diameter of each fixing pin receiving hole (7) (7) is, for example, about 14 mm.

【0041】(8)は正面視のほぼ長方形な取付座板
(4)に開口形成された1個のボルト受け入れ孔であ
り、上記縦骨材(Y)の第1、2ボルト埋込み孔(1
a)(1b)と対応する口径(例えば約13mm)を備え
ているが、これは接合継手(A)の使用上、その第1、
2ボルト埋込み孔(1a)(1b)と互換的に合致連通
されるものとして、図7に示す如く、接合継手(A)を
形作る取付座板(4)と埋込み翼板(5)の水平な二等
分線(O−O)から上下何れか一方側へ、上記第1、2
ボルト埋込み孔(1a)(1b)における高低段差
(H)の約半分に相当する一定距離(h)(例えば約
7.5mm)だけ偏心した位置に開口している。(E−
E)はその接合継手(A)の上記二等分線(O−O)と
平行な偏心線を示している。
(8) is a single bolt receiving hole formed in the mounting seat plate (4) having a substantially rectangular shape as viewed from the front, and the first and second bolt embedding holes (1) of the vertical aggregate (Y).
a) (1b) has a corresponding bore (for example, about 13 mm), but this is the first due to the use of the joint (A).
As shown in FIG. 7, the two-bolt embedding holes (1a), (1b) are compatible with each other and communicate with each other. As shown in FIG. From the bisector (O-O) to the upper or lower side, the first, second
The bolt embedding holes (1a) and (1b) are eccentrically opened by a constant distance (h) (for example, about 7.5 mm) corresponding to about half of the height difference (H). (E-
E) shows an eccentric line parallel to the bisector (OO) of the joint (A).

【0042】又、(9)はその取付座板(4)のボルト
受け入れ孔(8)と連通する固定ナット挿入窓であっ
て、上記埋込み翼板(5)が取付座板(4)と隣り合う
基端部に開口形成されており、その内部へ上記第1、2
ボルト(3a)(3b)に対する固定ナット(10a)
(10b)と、そのスパナなどの適当な回動操作工具
(図示省略)が横方向から支障なく挿入されることにな
る。
Further, (9) is a fixed nut insertion window communicating with the bolt receiving hole (8) of the mounting seat plate (4), and the embedded wing plate (5) is adjacent to the mounting seat plate (4). An opening is formed in the matching base end, and the first and second parts are inserted into the opening.
Fixing nut (10a) for bolts (3a) (3b)
(10b) and an appropriate turning operation tool (not shown) such as a spanner thereof can be inserted from the lateral direction without any trouble.

【0043】この点、図例では上記ボルト受け入れ孔
(8)が開口位置する偏心線(E−E)上に沿って、約
35mm×約30mmの細長い固定ナット挿入窓(9)を切
り欠いているが、上記第1、2ボルト(3a)(3b)
へ螺合締結される固定ナット(10a)(10b)と、
その回動操作工具を支障なく挿入できる大きさであるな
らば、その形状は図示のような長方形に限らない。
In this respect, in the illustrated example, an elongated fixed nut insertion window (9) of about 35 mm × about 30 mm is cut out along the eccentric line (EE) where the bolt receiving hole (8) is located. The above first and second bolts (3a) (3b)
Fixing nuts (10a) (10b) screwed and fastened to
The shape is not limited to the rectangular shape shown in the figure as long as the turning operation tool can be inserted without any trouble.

【0044】(11)は上記取付座板(4)から埋込み
翼板(5)と逆な前向き連続的に張り出された円形の係
止鍔板であって、上記縦骨材(Y)の鍔板受け入れ凹溝
(2a)(2b)と対応する一定の厚み(T3)(例え
ば約12mm)並びに上記取付座板(4)の短辺(4x)
よりも大きな一定の直径(D)(例えば約60mm)を備
えており、その円形の中心が上記取付座板(4)のボル
ト受け入れ孔(8)と合致連通している。この円形な係
止鍔板(11)の開口中心も、図7から明白なように、
上記偏心線(E−E)上に位置しているわけである。
Reference numeral (11) is a circular locking collar plate which is continuously projected from the mounting seat plate (4) in the forward direction opposite to the embedded wing plate (5), and is formed of the vertical aggregate (Y). A fixed thickness (T3) (for example, about 12 mm) corresponding to the collar plate receiving concave grooves (2a) (2b) and the short side (4x) of the mounting seat plate (4).
It has a larger constant diameter (D) (for example, about 60 mm), and its circular center is in communicative communication with the bolt receiving hole (8) of the mounting seat plate (4). The center of the opening of this circular locking collar plate (11) is also clear from FIG.
It is located on the eccentric line (EE).

【0045】(12)は上記係止鍔板(11)の直径
(D)と、取付座板(4)の短辺(4x)との寸法差に
基いて、その取付座板(4)の長辺(4y)から左右横
方向へ張り出す係止鍔板(11)の周縁部に開口形成さ
れた1個のビス受け入れ孔であり、ここへ係止鍔板(1
1)の背後方向から螺入される皿ビス(13)によっ
て、その係止鍔板(11)が縦骨材(Y)の鍔板受け入
れ凹溝(2a)(2b)へ、廻り止め状態に嵌め付け固
定されるようになっている。
(12) is based on the dimensional difference between the diameter (D) of the locking collar plate (11) and the short side (4x) of the mounting seat plate (4), and the mounting seat plate (4) is It is one screw receiving hole formed in the peripheral edge of the locking collar plate (11) protruding laterally from the long side (4y), and the locking collar plate (1
1) By means of a countersunk screw (13) screwed in from the rear direction, the locking collar plate (11) is prevented from turning into the collar plate receiving concave grooves (2a) (2b) of the vertical aggregate (Y). It is designed to be fitted and fixed.

【0046】そのため、このような係止鍔板(11)を
張り出し形成しておくならば、縦骨材(Y)の第1、2
ボルト埋込み孔(1a)(1b)へ接合継手(A)のボ
ルト受け入れ孔(8)を自づと便利良く合致連通させる
ことができ、しかも接合継手(A)の埋込み翼板(5)
を正規な垂直姿勢にすばやく位置決め固定し得る利点が
あり、現場作業性の向上に役立つ。
Therefore, if such a locking brim plate (11) is formed so as to project, the first and second vertical aggregates (Y) are formed.
The bolt receiving hole (8) of the joint joint (A) can be independently and conveniently mated and communicated with the bolt embedding hole (1a) (1b), and further, the embedded vane (5) of the joint joint (A) can be made.
This has the advantage that the can be quickly positioned and fixed in a normal vertical position, which helps improve workability on site.

【0047】図5〜11に示した接合継手(A)は合成
樹脂製品として、縦骨材(Y)の表面へ密着するフラッ
トな取付座板(4)を備えており、しかもその取付座板
(4)と隣り合う埋込み翼板(5)の基端部を折損しな
い厚肉状態に増強しているが、これに代る図12〜16
のような金属製品の接合継手(A)を採用することも可
能である。
The joint (A) shown in FIGS. 5 to 11 is provided as a synthetic resin product with a flat mounting seat plate (4) which is in close contact with the surface of the vertical aggregate (Y). Although the base end portion of the embedded blade (5) adjacent to (4) is strengthened to a thick state in which it does not break, FIGS.
It is also possible to employ a joint joint (A) for metal products such as.

【0048】この金属製品の接合継手(A)にあっては
充分な強度を有するため、縦骨材(Y)への上記取付座
板(4)を省略して、その縦骨材(Y)の鍔板受け入れ
凹溝(2a)(2b)内へ嵌め付け使用する対応的な円
形の係止鍔板(11)と、その係止鍔板(11)の背後
方向へ一定長さ(L1)だけ張り出す埋込み翼板(5)
とから、やはり平面視のほぼT字型に造形することがで
きる。
Since the joint joint (A) of the metal product has sufficient strength, the mounting seat plate (4) for the vertical aggregate (Y) is omitted and the vertical aggregate (Y) is omitted. Corresponding circular locking collar plate (11) to be used by being fitted into the collar plate receiving concave grooves (2a) (2b), and a fixed length (L1) behind the locking collar plate (11). Embedded vanes that only overhang (5)
Therefore, it is also possible to form a substantially T-shape in plan view.

【0049】つまり、その接合継手(A)の製作上埋込
み翼板(5)と係止鍔板(11)とを、好ましくは発錆
しない鋼板やその他の金属板から各別に塑性加工して、
上記平面視のほぼT字型となる状態に溶接一体化すれば
良い。
That is, in manufacturing the joint (A), the embedded vane plate (5) and the locking brim plate (11) are preferably plastically worked from a steel plate or other metal plate that does not rust, respectively.
It suffices if they are integrally welded to each other so as to have a substantially T-shape in plan view.

【0050】そして、その係止鍔板(11)の円形中心
を図12〜16に示すように、やはり埋込み翼板(5)
の水平な二等分線(O−O)から上下何れか一方側へ、
上記第1、2ボルト埋込み孔(1a)(1b)における
高低段差(H)の約半分に相当する一定距離(h)だけ
偏心させて、その偏心した係止鍔板(11)の中心位置
へ第1、2ボルト埋込み孔(1a)(1b)と互換的に
合致連通されることとなる1個のボルト受け入れ孔
(8)を開口形成すると共に、これと連通する固定ナッ
ト挿入窓(9)を、上記埋込み翼板(5)が係止鍔板
(11)と隣り合う基端部に切り欠くのである。
Then, as shown in FIGS. 12 to 16, the circular center of the locking collar plate (11) is also embedded wing plate (5).
From the horizontal bisector (O-O) of
The first and second bolt embedding holes (1a), (1b) are eccentric by a constant distance (h) corresponding to about half of the height difference (H), and then to the center position of the eccentric locking collar plate (11). One bolt receiving hole (8) which is compatible with and communicates with the first and second bolt embedding holes (1a) (1b) is formed, and a fixed nut insertion window (9) communicating with this is formed. The embedded blade (5) is cut out at the base end portion adjacent to the locking collar plate (11).

【0051】先に一言した合計4本の横架材(X)は、
例えば約105mm×約120mmの断面四角形として、上
記縦骨材(Y)の所定高さ位置から張り出すこととなる
取付状態の各接合継手(A)へ、上方から落し込み挿入
されるようになっており、そのために縦骨材(Y)へ接
合される各横架材(X)の木口面が、図17のような接
合継手(A)と対応する平面視のほぼT字型に仕口加工
されている。
The above-mentioned four horizontal members (X) in total are
For example, it has a quadrangular cross section of about 105 mm × about 120 mm, and is inserted from above into each joined joint (A) in an attached state that is projected from a predetermined height position of the vertical aggregate (Y). Therefore, the ostium of each horizontal member (X) to be joined to the vertical aggregate (Y) has a T-shape in plan view corresponding to the joint (A) as shown in FIG. It is processed.

【0052】つまり、横架材(X)の木口面には上記接
合継手(A)における取付座板(4)の短辺(4x)と
ほぼ対応する広幅な逃しスリット部分(14f)と、同
じく埋込み翼板(5)の厚み(T2)とほぼ対応する狭
幅な逃しスリット部分(14r)とから成る全体的な平
面視のほぼT字型をなす接合継手逃しスリット(14)
が、垂直方向への貫通状態に切り欠かれているのであ
る。
That is, a wide escape slit portion (14f) substantially corresponding to the short side (4x) of the mounting seat plate (4) in the joint joint (A) is provided on the mouth end surface of the horizontal member (X), and The joint joint relief slit (14) which is substantially T-shaped in a plan view and is composed of a narrow relief slit portion (14r) substantially corresponding to the thickness (T2) of the embedded blade (5).
However, it is notched so as to penetrate vertically.

【0053】その場合、上記取付座板(4)を具備しな
い金属製接合継手(A)との関係では、その接合継手逃
しスリット(14)の広幅な逃しスリット部分(14
f)が固定ナット(10a)(10b)を逃すことに寄
与する。
In this case, in relation to the metal joint joint (A) not equipped with the mounting seat plate (4), the wide joint escape slit (14) has a wide escape slit portion (14).
f) contributes to missing the fixing nuts (10a) (10b).

【0054】しかも、その横架材(X)における狭幅な
逃しスリット部分(14r)を挟む関係位置には、上記
接合継手(A)の埋込み翼板(5)に開口分布している
少なくとも上下一対の固定ピン受け入れ孔(7)(7)
と対応合致する固定ピン受け入れ連通孔(15)(1
5)が、水平に貫通形成されており、その横架材(X)
の接合継手逃しスリット(14)を上記接合継手(A)
へ落し込み挿入後、その固定ピン受け入れ連通孔(1
5)(15)と固定ピン受け入れ孔(7)(7)へ横方
向から固定ピン(P)(P)を各々圧入一体化できるよ
うになっている。
In addition, at least at the upper and lower positions where the openings are distributed in the embedded vane (5) of the above-mentioned joint (A), at the relevant positions sandwiching the narrow escape slit portion (14r) in the horizontal member (X). A pair of fixing pin receiving holes (7) (7)
Corresponding to the fixed pin receiving communication hole (15) (1
5) is formed by penetrating horizontally, and its horizontal member (X)
The joint joint escape slit (14) of the joint joint (A)
After inserting into the hole, the fixing pin receiving communication hole (1
5) (15) and the fixing pin (P) (P) can be press-fitted into the fixing pin receiving holes (7) (7) from the lateral direction.

【0055】その場合、上記固定ピン(P)の各個とし
てはハンマーなどにより叩打される所謂こみ栓を採用し
てもさしつかえないが、特に図18、19のような回動
操作工具(16)を使って、横架材(X)の上記固定ピ
ン受け入れ連通孔(15)(15)へねじ込まれる形態
品を採用することが望ましい。
In this case, a so-called plug that can be tapped with a hammer or the like may be used as each of the fixing pins (P), but in particular, a rotating operation tool (16) as shown in FIGS. Therefore, it is desirable to adopt a form that is screwed into the fixing pin receiving communication holes (15) (15) of the horizontal member (X).

【0056】つまり、図18、19に示した固定ピン
(P)では、金属パイプ材から成る円筒型ピン本体(1
7)の頭部(18)が、上記横架材(X)の固定ピン受
け入れ連通孔(15)(15)よりも径大な長軸を備え
たほぼ楕円形に塑性変形されており、その頭部(18)
の外周面全体に刻設された雄ネジ(19)が、上記固定
ピン受け入れ連通孔(15)(15)の内壁面へ喰い付
くようになっている。
That is, in the fixed pin (P) shown in FIGS. 18 and 19, the cylindrical pin body (1) made of a metal pipe material is used.
The head portion (18) of 7) is plastically deformed into an approximately elliptical shape having a major axis larger than the fixed pin receiving communication holes (15) and (15) of the horizontal member (X). Head (18)
A male screw (19) engraved on the entire outer peripheral surface of the worm bites into the inner wall surface of the fixed pin receiving communication hole (15) (15).

【0057】(20)は上記塑性変形の結果として、そ
の頭部(18)に開口するほぼ楕円形の工具係止孔であ
り、ここへ回動操作工具(16)を直接に、又は適当な
ビットなどの嵌合アダプター(21)を介して抜き差し
自在に差し込み係止させ、その回動操作工具(16)に
より固定ピン(P)を回動操作して、上記固定ピン受け
入れ連通孔(15)(15)へねじ込み使用するのであ
り、これによれば木造建築中の激しい振動やショックを
受けるも、不慮に抜け出すおそれがなく、それにも拘ら
ず上記回動操作工具(16)の逆転操作によって、上記
固定ピン受け入れ連通孔(15)(15)から固定ピン
(P)を意図的に抜き出すこともできる利点がある。
(20) is a substantially elliptical tool-locking hole that opens into its head (18) as a result of the plastic deformation, into which the rotary operating tool (16) can be applied directly or by a suitable tool. The fixing pin (P) is rotatably operated by the turning operation tool (16) by inserting and locking it through a fitting adapter (21) such as a bit and the like, and the fixing pin receiving communication hole (15). It is used by screwing into (15), so that even if it is subjected to severe vibration or shock during wooden construction, there is no danger of accidentally coming out, and nevertheless, by the reversing operation of the rotation operation tool (16), There is an advantage that the fixing pin (P) can be intentionally pulled out from the fixing pin receiving communication holes (15) (15).

【0058】本発明の第1実施形態において、図5〜1
1に示した合成樹脂製接合継手(A)の使用により、上
記縦骨材(通し柱)(Y)と横架材(梁)(X)との交
叉部を接合作業するに当っては、その縦骨材(Y)の所
定高さ位置にプレ加工されている第1、2ボルト埋込み
孔(1a)(1b)のうち、何れか一方の第1ボルト埋
込み孔(1a)へ第1ボルト(3a)を差し込み貫通さ
せ、その第1ボルト(3a)が縦骨材(Y)から露出す
る両端ネジ軸部へ、正立姿勢に保った各接合継手(A)
の取付座板(4)に開口しているボルト受け入れ孔
(8)を差し込んだ上、各接合継手(A)の埋込み翼板
(5)に切り欠かれている固定ナット挿入窓(9)から
固定ナット(10a)を挿入して、その固定ナット(1
0a)を上記第1ボルト(3a)の両端ネジ軸部へ螺合
締結する。そうすれば、縦骨材(Y)の所定高さ位置へ
第1ボルト(3a)を介して、向かい合う一対の接合継
手(A)が取り付け固定されることになる。
In the first embodiment of the present invention, FIGS.
By using the synthetic resin joint (A) shown in No. 1 to join the intersection of the vertical aggregate (through column) (Y) and the horizontal bridge (beam) (X), Of the first and second bolt embedding holes (1a) and (1b) pre-machined at a predetermined height position of the vertical aggregate (Y), one of the first bolts (1a) to the first bolt (1a) has the first bolt ( 3a) is inserted and penetrated, and the first bolts (3a) are joined joints (A) maintained in an upright posture to the screw shaft portions at both ends exposed from the vertical aggregate (Y).
After inserting the bolt receiving hole (8) opened in the mounting seat plate (4) of the above, from the fixed nut insertion window (9) notched in the embedded blade (5) of each joint (A) Insert the fixing nut (10a) and insert the fixing nut (1
0a) is screwed to both ends of the first bolt (3a). Then, the pair of joint joints (A) facing each other are attached and fixed to the predetermined height position of the vertical aggregate (Y) via the first bolt (3a).

【0059】又、同じく第1、2ボルト埋込み孔(1
a)(1b)のうち、残る他方の第2ボルト埋込み孔
(1b)へ第2ボルト(3b)を差し込み貫通させて、
その第2ボルト(3b)がやはり縦骨材(Y)から露出
する両端ネジ軸部へ、上記第1ボルト(3a)側の接合
継手(A)と上下逆向きの倒立姿勢に保った各接合継手
(A)のボルト受け入れ孔(8)を差し込んだ上、その
各接合継手(A)の固定ナット挿入窓(9)からやはり
固定ナット(10b)を挿入して、その固定ナット(1
0b)を上記第2ボルト(3b)の両端ネジ軸部へ螺合
締結するのである。
Similarly, the first and second bolt embedding holes (1
a) Insert the second bolt (3b) into the other remaining second bolt embedding hole (1b) of (1b), and penetrate the second bolt embedding hole (1b).
Each second bolt (3b) is also exposed from the vertical aggregate (Y) to both ends of the screw shaft portion, and each joint is maintained in an inverted posture upside down with the joint joint (A) on the first bolt (3a) side. After inserting the bolt receiving hole (8) of the joint (A), the fixing nut (10b) is also inserted from the fixing nut insertion window (9) of each joint (A), and the fixing nut (1) is inserted.
0b) is screwed and fastened to the screw shaft portions at both ends of the second bolt (3b).

【0060】そうすれば、上記縦骨材(Y)の所定高さ
位置へ第2ボルト(3b)を介して、やはり向かい合う
一対の接合継手(A)が取り付け固定されることになる
が、その第1ボルト(3a)へ正立姿勢に取り付け固定
された向かい合う一対の接合継手(A)と、これと平面
視の直交する第2ボルト(3b)へ、逆な倒立姿勢に取
り付け固定された向かい合う一対の接合継手(A)と
は、図20、21から示唆されるように、その合計4個
の全体としてほぼ均一な設置高さに整合する結果とな
り、その各接合継手(A)へ追って落し込み挿入される
横架材(X)から、上下方向へ見苦しく張り出し露呈す
るおそれがない。尚、(22a)(22b)は上記固定
ナット(10a)(10b)の座金を示している。
Then, the pair of joint joints (A) facing each other is fixedly attached to the predetermined height position of the vertical aggregate (Y) through the second bolt (3b). A pair of facing joints (A) attached and fixed to the first bolt (3a) in an upright posture, and a second bolt (3b) orthogonal to the first and second joints (3a) which are orthogonal to each other, are attached and fixed in an inverted inverted posture. As suggested by FIGS. 20 and 21, the pair of bonded joints (A) result in a total of four matching substantially uniform installation heights, and are subsequently dropped into each of the bonded joints (A). There is no risk of unsightly protruding in the vertical direction from the horizontal member (X) that is inserted and being exposed. Incidentally, (22a) and (22b) indicate washers for the fixing nuts (10a) and (10b).

【0061】その場合、縦骨材(Y)の所定高さ位置へ
図例のような鍔板受け入れ凹溝(2a)(2b)の向か
い合う一対づつを、その各個の中心に第1、2ボルト埋
込み孔(1a)(1b)が開口することになる円形とし
て、プレ加工しておく一方、これと対応する円形の係止
鍔板(11)を接合継手(A)の取付座板(4)から、
前向き連続的に張り出しておくならば、その鍔板受け入
れ凹溝(2a)(2b)に対する係止鍔板(11)の嵌
め付けにより、各接合継手(A)を縦骨材(Y)やその
第1、2ボルト(3a)(3b)へ自づと正しく芯出し
作業することができ、その縦骨材(Y)に対する皿ビス
(13)の螺入とも相俟って、各接合継手(A)の埋込
み翼板(5)を引き続く横架材(X)の落し込み挿入容
易な正規の垂直姿勢となる廻り止め状態に、すばやく位
置決め固定し得る効果がある。
In this case, a pair of facing flange grooves (2a) and (2b) facing each other at a predetermined height position of the vertical aggregate (Y) are provided at the center of each of the first and second bolts. The embedding holes (1a), (1b) are pre-processed as a circular shape that opens, and a corresponding circular locking collar plate (11) is attached to the mounting seat plate (4) of the joint (A). From
If continuously projecting forward, by fitting the locking collar plate (11) into the collar plate receiving recessed grooves (2a) (2b), the joint joints (A) are joined to the vertical aggregate (Y) or the vertical aggregate (Y). The first and second bolts (3a) and (3b) can be properly centered by themselves, and the joint screws (13) can be screwed into the vertical aggregate (Y) to fit each joint ( There is an effect that the embedded vane (5) in (A) can be quickly positioned and fixed in a rotation preventing state in which the succeeding horizontal member (X) is dropped into and inserted into and is in a normal vertical posture that facilitates insertion.

【0062】又、上記鍔板受け入れ凹溝(2a)(2
b)は角隅部のない円形を呈しているため、縦骨材
(Y)に亀裂や割れを生じるおそれがなく、更にその内
部へ上記接合継手(A)の対応的な円形の係止鍔板(1
1)が嵌め付け固定されるようになっている結果、その
接合継手(A)の使用によって、縦骨材(Y)と各横架
材(X)とを安定良く組み付けることができ、その耐久
強度も著しく向上する。
Further, the collar plate receiving concave grooves (2a) (2
Since b) has a circular shape with no corners, there is no risk of cracks or cracks in the vertical aggregate (Y), and a corresponding circular locking collar of the above-mentioned joint (A) is provided inside thereof. Board (1
As a result of 1) being fitted and fixed, by using the joint joint (A), the vertical aggregate (Y) and each horizontal member (X) can be stably assembled and its durability The strength is also significantly improved.

【0063】同じく本発明の第1実施形態において、図
12〜16のような金属製接合継手(A)を使用し、上
記縦骨材(通し柱)(Y)と横架材(梁)(X)との交
叉部を接合作業する場合には、やはり縦骨材(Y)の所
定高さ位置に開口分布している第1、2ボルト埋込み孔
(1a)(1b)のうち、何れか一方の第1ボルト埋込
み孔(1a)へ第1ボルト(3a)を差し込み貫通さ
せ、その第1ボルト(3a)が縦骨材(Y)から露出す
る両端ネジ軸部へ、正立姿勢に保った各接合継手(A)
の係止鍔板(11)に開口しているボルト受け入れ孔
(8)を差し込んで、その係止鍔板(11)を縦骨材
(Y)に予じめ切り欠かれている鍔板受け入れ凹溝(2
a)内へ嵌め付けた上、各接合継手(A)の埋込み翼板
(5)に開口している固定ナット挿入窓(9)から固定
ナット(10a)を上記第1ボルト(3a)の両端ネジ
軸部へ螺合締結する。
Similarly, in the first embodiment of the present invention, a metal joint (A) as shown in FIGS. 12 to 16 is used, and the vertical aggregate (through column) (Y) and the horizontal member (beam) (X) are used. In the case of joining the crossing part with the vertical aggregate (Y), either one of the first and second bolt embedding holes (1a) (1b) which are also open-distributed at the predetermined height position of the vertical aggregate (Y). The first bolt (3a) was inserted into and penetrated into the first bolt embedding hole (1a) of the above, and the first bolt (3a) was maintained in the upright posture to the screw shaft portions at both ends exposed from the vertical aggregate (Y). Each joint (A)
The bolt receiving hole (8) opened in the locking collar plate (11) of the above is inserted, and the locking collar plate (11) is preliminarily cut into the vertical aggregate (Y) to receive the collar plate. Groove (2
a) After being fitted in, the fixing nut (10a) is inserted from the fixing nut insertion window (9) opened in the embedded vane (5) of each joint (A) to both ends of the first bolt (3a). Tighten by screwing onto the screw shaft.

【0064】又、上記縦骨材(Y)における第1、2ボ
ルト埋込み孔(1a)(1b)のうち、残る他方の第2
ボルト埋込み孔(1b)へ第2ボルト(3b)を差し込
み貫通させて、その第2ボルト(3b)がやはり縦骨材
(Y)から露出する両端ネジ軸部へ、上記第1ボルト
(3a)側の接合継手(A)と上下逆向きの倒立姿勢に
保った各接合継手(A)の係止鍔板(11)に開口して
いるボルト受け入れ孔(8)を差し込んで、その係止鍔
板(11)を縦骨材(Y)の鍔板受け入れ凹溝(2b)
内へ嵌め付けた上、その各接合継手(A)の固定ナット
挿入窓(9)からやはり固定ナット(10b)を挿入し
て、その固定ナット(10b)を上記第2ボルト(3
b)の両端ネジ軸部へ螺合締結するのである。
In addition, of the first and second bolt embedding holes (1a) and (1b) in the vertical aggregate (Y), the other second remaining one.
The second bolt (3b) is inserted into the bolt embedding hole (1b) and penetrated, and the second bolt (3b) is also exposed from the vertical aggregate (Y) to both ends of the screw shaft portion. Side of the joint joint (A), the bolt receiving hole (8) opened in the retaining collar plate (11) of each joint joint (A) kept upside down is inserted, and the retaining collar. The plate (11) is a vertical aggregate (Y) collar plate receiving groove (2b)
After being fitted inside, the fixing nut (10b) is also inserted from the fixing nut insertion window (9) of each joint (A), and the fixing nut (10b) is inserted into the second bolt (3).
It is screwed and fastened to the screw shaft portions at both ends in b).

【0065】そうすれば、上記合成樹脂製の接合継手
(A)を使用した接合方法と同様に、その第1ボルト
(3a)へ正立姿勢に取り付け固定された向かい合う一
対の接合継手(A)と、第2ボルト(3b)へ逆向きの
倒立姿勢に取り付け固定された向かい合う一対の接合継
手(A)とが、やはりその合計4個の全体としてほぼ均
一の設置高さに整合する状態となる。その金属製接合継
手(A)の各個を縦骨材(Y)へ取り付け固定する際、
上記係止鍔板(11)のビス受け入れ孔(12)を通じ
て、その背後方向から皿ビス(13)を縦骨材(Y)へ
螺入することが好ましい。その効果は上記した通りであ
る。
Then, similar to the joining method using the above-mentioned synthetic resin joint (A), the pair of the joint joints (A) facing each other and fixed to the first bolt (3a) in an upright posture. And a pair of facing joints (A) attached and fixed to the second bolt (3b) in the inverted posture in the opposite direction are in a state where the total of the four joint joints (A) are matched to the substantially uniform installation height as a whole. . When attaching and fixing each of the metallic joints (A) to the vertical aggregate (Y),
It is preferable to screw the countersunk screw (13) into the vertical aggregate (Y) from the rear direction through the screw receiving hole (12) of the locking collar plate (11). The effect is as described above.

【0066】そして、何れにしても縦骨材(Y)の所定
高さ位置へ上記のように取り付け固定された合計4個の
接合継手(A)に対しては、引き続き図20〜22に示
唆する如く、各横架材(X)の接合継手逃しスリット
(14)を上方から落し込み挿入した上、その対応合致
する各横架材(X)の固定ピン受け入れ連通孔(15)
(15)と、各接合継手(A)の埋込み翼板(5)に開
口分布する固定ピン受け入れ孔(7)(7)へ、横方向
から固定ピン(P)を各々圧入一体化するのである。
In any case, the four joint joints (A) attached and fixed to the predetermined height position of the vertical aggregate (Y) as described above are continuously suggested in FIGS. As described above, the joint joint escape slit (14) of each horizontal member (X) is dropped from above and inserted, and the fixed pin receiving communication hole (15) of each corresponding horizontal member (X) is inserted.
(15) and the fixed pin (P) are press-fitted and integrated laterally into the fixed pin receiving holes (7) and (7) which are distributed in the embedded vanes (5) of the respective joints (A). .

【0067】但し、縦骨材(Y)へ第1、2ボルト(3
a)(3b)の何れか一方を介して、向かい合う一対の
接合継手(A)を取り付け固定し、その接合継手(A)
へ向かい合う一対の横架材(X)を挿入固定した後に、
第1、2ボルト(3a)(3b)の残る他方へ向かい合
う一対の接合継手(A)を取り付け固定して、その接合
継手(A)へ向かい合う一対の横架材(X)を挿入固定
しても良く、その作業順序が変るも、図1、2、22に
示すような平面視の十字型に交叉した同じ組み付け状態
を得ることができる。
However, the first and second bolts (3
a) A pair of joint joints (A) facing each other are attached and fixed through one of (a) and (3b), and the joint joints (A) are fixed.
After inserting and fixing a pair of horizontal members (X) facing each other,
Attach and fix a pair of joining joints (A) facing the other of the remaining first and second bolts (3a) (3b), and insert and fix a pair of horizontal members (X) facing the joining joints (A). Even if the work order is changed, it is possible to obtain the same assembling state in which the cross shape is crossed in a plan view as shown in FIGS.

【0068】先の図1〜22では、約105mm(幅)×
約120mm(背丈)の断面四角形な比較的細い横架材
(梁)(X)を例示したが、その背丈が大きな寸法の比
較的太い横架材(X)を組み付けるような場合には、上
記した平面視の直交状態にある上下一対が1組の第1、
2ボルト埋込み孔(1a)(1b)を、図23の施工例
に示すような横架材(X)の太さに応じた複数組とし
て、縦骨材(Y)の所定高さ位置へ増設することによ
り、その太い横架材(X)の複数本も縦骨材(Y)へや
はり全体的なほぼ均一の設置高さに組み付けることがで
きる。
In the above FIGS. 1 to 22, about 105 mm (width) ×
An example of a relatively thin horizontal member (beam) (X) having a quadrangular cross section of about 120 mm (height) has been illustrated. However, when assembling a relatively thick horizontal member (X) having a large height, the above is used. The pair of top and bottom in the orthogonal state in the plan view is one set of the first,
The 2 bolt embedding holes (1a) and (1b) are added to a predetermined height position of the vertical aggregate (Y) as a plurality of sets corresponding to the thickness of the horizontal member (X) as shown in the construction example of FIG. By doing so, a plurality of the thick horizontal members (X) can also be assembled to the vertical aggregate (Y) at a substantially uniform installation height as a whole.

【0069】つまり、太い横架材(X)に応じた大型の
接合継手や、ボルト受け入れ孔数の多い接合継手などを
特別に製作準備する必要がなく、本発明に係る上記ボル
ト受け入れ孔(8)の1個が開口形成された小型の接合
継手(A)を使用して、そのまま横架材(X)の太さ変
化にも対応できるわけであり、その意味から汎用性と量
産効果に著しく優れる。
In other words, there is no need to specially prepare a large-sized joint corresponding to the thick horizontal member (X) or a joint having a large number of bolt receiving holes, and the bolt receiving hole (8) according to the present invention is not required. ), A small joint (A) with an opening can be used to directly adapt to changes in the thickness of the horizontal member (X). Excel.

【0070】この点、図23の施工例では約105mm
(幅)×約240mm(背丈)の断面四角形な横架材
(梁)(X)を縦骨材(通し柱)(Y)に対して、合計
3組の第1、2ボルト埋込み孔(1a)(1b)へ差し
込み貫通される第1、2ボルト(3a)(3b)と、3
段づつの積み重ね状態に向かい合う合計12個の接合継
手(A)により、平面視の十字交叉型に組み付けた状態
を示している。その接合継手(A)が横架材(X)から
上下方向へ見苦しく張り出し露呈しないことは、言うま
でもない。
In this respect, about 105 mm in the construction example of FIG.
(Width) × about 240 mm (height) with a rectangular cross-section material (beam) (X) with respect to vertical aggregates (through columns) (Y), a total of three sets of first and second bolt embedding holes (1a) First and second bolts (3a) and (3b) which are inserted into and penetrate (1b), and 3
It shows a state in which a total of twelve joints (A) facing each other in a stacked state of steps are assembled in a cross-shaped type in a plan view. It goes without saying that the joint joint (A) is unsightly projected in the vertical direction from the horizontal member (X) and is not exposed.

【0071】次に、図24、25は本発明の第2実施形
態として、合計3本の横架材(X)を上記接合継手
(A)の使用により、縦骨材(Y)へ平面視のT字交叉
型に組み付けた施工例を示している。
Next, FIGS. 24 and 25 show, as a second embodiment of the present invention, a total of three horizontal members (X) in a vertical aggregate (Y) in plan view by using the above-mentioned joints (A). The construction example assembled in the T-shaped crossover type is shown.

【0072】このような組み付け作業を行なうに当って
は、上記第1、2ボルト(3a)(3b)の何れか一方
として、角頭付きのそれを採用することができ、その縦
骨材(Y)から露出するボルト(3b)の一端ネジ軸部
のみへ固定ナット(10b)を螺合締結して、これによ
り1個の接合継手(A)を取り付け一体化すれば良い。
In carrying out such an assembling work, it is possible to employ one with a square head as either one of the first and second bolts (3a) and (3b), and the vertical aggregate ( The fixing nut (10b) may be screwed and fastened only to the screw shaft portion at one end of the bolt (3b) exposed from Y), and thereby one joining joint (A) may be attached and integrated.

【0073】その場合でも、縦骨材(Y)の所定高さ位
置には円形の鍔板受け入れ凹溝(2b)が切り欠かれて
いるため、その内部へ好ましくは比較的大きな座金(2
2b)と、上記ボルト(3b)の角頭部とを没入させる
ことができ、これらが縦骨材(Y)から見苦しく張り出
し露呈するおそれはない。
Even in that case, since the circular collar plate receiving concave groove (2b) is cut out at a predetermined height position of the vertical aggregate (Y), a relatively large washer (2) is preferably provided inside the groove.
2b) and the square head of the bolt (3b) can be immersed, and there is no fear that they will unsightly project from the vertical aggregate (Y) and be exposed.

【0074】尚、図23〜25におけるその他の構成は
上記第1実施形態と実質的に同一であるため、その図2
3〜25に図1〜22との対応符号を記入するにとどめ
て、その詳細な説明を省略する。
23 to 25, the other structure is substantially the same as that of the first embodiment.
The reference numerals corresponding to those in FIGS. 1 to 22 are described in 3 to 25, and the detailed description thereof is omitted.

【0075】[0075]

【発明の効果】以上のように、本発明では柱や小屋束な
どの縦骨材(Y)へ、一定の高低段差(H)を保って平
面視の直交状態に差し込み貫通される第1、2ボルト
(3a)(3b)と、その各個の一端ネジ軸部又は両端
ネジ軸部へ螺合締結される固定ナット(10a)(10
b)により、複数本の梁や胴差、桁、母屋などの横架材
(X)をその全体的なほぼ均一の設置高さに、且つ平面
視の十字交叉型又はT字交叉型に組み付けるための接合
継手(A)として、
As described above, according to the present invention, the vertical aggregate (Y) such as a pillar or a shed of sheds is inserted into the vertical aggregate (Y) in an orthogonal state in a plan view while maintaining a constant height difference (H). Two bolts (3a) and (3b), and fixing nuts (10a) (10) screwed and fastened to each one-end screw shaft portion or both-end screw shaft portion.
As a result of b), the horizontal members (X) such as multiple beams, body differences, girders, purlins, etc. are assembled to a substantially uniform installation height as a whole and in a cruciform or T-shaped cross-section in plan view. As a joint (A) for

【0076】上記縦骨材(Y)への取付座板(4)と各
横架材(X)への埋込み翼板(5)とから平面視の全体
的なほぼT字型をなし、
The mounting seat plate (4) to the vertical aggregate (Y) and the embedded wing plate (5) to each lateral bridge member (X) form a substantially T-shape in plan view,

【0077】その両者の水平な二等分線(O−O)から
上記取付座板(4)の上下何れか一方側へ、第1、2ボ
ルト(3a)(3b)における上記高低段差(H)の約
半分に相当する一定距離(h)だけ偏心した位置には、
その第1、2ボルト(3a)(3b)に対して互換使用
可能な1個のボルト受け入れ孔(8)を開口形成する一
方、
From the horizontal bisector (O-O) of the both, to the upper or lower side of the mounting seat plate (4), the height difference (H) at the first and second bolts (3a) and (3b). ) At a position eccentric by a constant distance (h) corresponding to about half of
While forming one bolt receiving hole (8) which can be used interchangeably for the first and second bolts (3a) (3b),

【0078】上記埋込み翼板(5)が取付座板(4)か
ら背後方向へ張り出す先端部には、その水平な二等分線
(O−O)に対して上下対称となる少なくとも2個一対
の固定ピン受け入れ孔(7)(7)を開口分布させると
共に、
At least two end portions of the embedded blade (5) projecting rearward from the mounting seat plate (4) are vertically symmetrical with respect to the horizontal bisector (OO). The pair of fixing pin receiving holes (7) (7) are distributed in an open manner, and

【0079】同じく埋込み翼板(5)が取付座板(4)
と隣り合う基端部には、その取付座板(4)の上記ボル
ト受け入れ孔(8)と連通する固定ナット挿入窓(9)
を開口形成して、
Similarly, the embedded wing plate (5) is the mounting seat plate (4).
A fixing nut insertion window (9) communicating with the bolt receiving hole (8) of the mounting seat plate (4) is provided at the base end portion adjacent to
To form an opening,

【0080】上記第1、2ボルト(3a)(3b)の何
れか一方に対しては正立姿勢として、残る他方に対して
は倒立姿勢として上記取付座板(4)のボルト受け入れ
孔(8)を互換的に差し込んだ上、上記埋込み翼板
(5)の固定ナット挿入窓(9)から挿入する固定ナッ
ト(10a)(10b)を、第1、2ボルト(3a)
(3b)へ各々螺合締結するように定めてあるため、冒
頭に述べた従来技術の課題を完全に解決できる効果があ
る。
One of the first and second bolts (3a) and (3b) is in an upright posture, and the other one is in an upright posture, and the other is in an upright posture. The bolt receiving hole (8) of the mounting seat plate (4). ) Are inserted interchangeably, and the fixing nuts (10a) (10b) to be inserted through the fixing nut insertion window (9) of the embedded blade (5) are attached to the first and second bolts (3a).
Since it is determined that each of them is screw-fastened to (3b), there is an effect that the problem of the prior art described at the beginning can be completely solved.

【0081】即ち、本発明の上記構成によれば、縦骨材
(Y)へ一定の高低段差(H)を保つ平面視の直交状態
に差し込み貫通される第1、2ボルト(3a)(3b)
との相関々係上、接合継手(A)の水平な二等分線(O
−O)から上記高低段差(H)の約半分に相当する一定
距離(h)だけ上下何れか一方側へ偏心した線(E−
E)上に、上記第1、2ボルト(3a)(3b)への互
換使用可能な1個のボルト受け入れ孔(8)が開口形成
されており、その第1、2ボルト(3a)(3b)の何
れか一方に対しては正立姿勢として、残る他方には上下
逆向きの倒立姿勢として各々差し込み使用でき、その何
れにあっても接合継手(A)の固定ナット挿入窓(9)
から挿入する固定ナット(10a)(10b)を、上記
第1、2ボルト(3a)(3b)へ各々螺合締結するよ
うになっている。
That is, according to the above configuration of the present invention, the first and second bolts (3a) (3b) are inserted into the vertical aggregate (Y) in a perpendicular state in a plan view maintaining a constant height difference (H) and penetrated. )
Due to the correlation with the horizontal bisector of the joint (A) (O
-O), a line (E-) that is eccentric to either one of the upper and lower sides by a constant distance (h) corresponding to about half of the height difference (H).
On E), one bolt receiving hole (8) compatible with the first and second bolts (3a) and (3b) is formed, and the first and second bolts (3a) and (3b) are formed. ) Can be inserted and used in an upright posture with respect to one of the above, and the other can be used in an upside down posture with upside down. In either case, the fixed nut insertion window (9) of the joint (A) can be used.
The fixing nuts (10a) (10b) inserted from the above are respectively screwed and fastened to the first and second bolts (3a) (3b).

【0082】そのため、その本発明に係る接合継手
(A)の1種類を用いて、複数本の横架材(X)を縦骨
材(Y)へ平面視の十字交叉型又はT字交叉型に、しか
も全体的なほぼ均一の設置高さに便利良く組み付けるこ
とができ、更に横架材(X)の太さが相違変化するも、
これに応じた大きさやボルト受け入れ孔数が異なる接合
継手の多品種を予じめ製作準備したり、これらを使い分
けたりする必要がなく、図22と図23との比較から示
唆されるように、その1種類の接合継手(A)によって
対応し得る効果があり、汎用性と量産効果に著しく優れ
る。
Therefore, by using one type of the joint joint (A) according to the present invention, a plurality of horizontal members (X) are converted into vertical aggregates (Y) into a cross-shape or T-shape cross-shape in a plan view. Moreover, it can be conveniently assembled to a substantially uniform installation height on the whole, and the thickness of the horizontal member (X) varies,
There is no need to pre-prepare or prepare various types of joints with different sizes and different numbers of bolt receiving holes, or to use them properly, as suggested by the comparison between FIG. 22 and FIG. There is an effect that can be dealt with by the one kind of the joint (A), and it is remarkably excellent in versatility and mass production effect.

【0083】そして、このような効果は請求項3の構成
を備えた接合継手(A)からも達成することができ、そ
の請求項3の構成によれば、上記縦骨材(Y)への取付
座板(4)を省略して、係止鍔板(11)と埋込み翼板
(5)から成る一層簡素な金属製の接合継手(A)を得
られる効果もある。
Such an effect can also be achieved from the joint joint (A) having the constitution of claim 3. According to the constitution of claim 3, the effect to the vertical aggregate (Y) is obtained. There is also an effect that the mounting seat plate (4) can be omitted and a simpler metal joint joint (A) including the locking collar plate (11) and the embedded wing plate (5) can be obtained.

【0084】特に、請求項2や請求項4の構成を採用す
るならば、接合継手(A)の係止鍔板(11)を縦骨材
(Y)の対応的な鍔板受け入れ凹溝(2a)(2b)へ
嵌め付けることにより、その接合継手(A)のボルト受
け入れ孔(8)を縦骨材(Y)の第1、2ボルト埋込み
孔(1a)(1b)へ、自づと合致連通する芯出し状態
に保つことができ、しかも係止鍔板(11)に開口する
ビス受け入れ孔(12)を通じて、その背後方向から縦
骨材(Y)へ皿ビス(13)を螺入することにより、接
合継手(A)を廻り止め状態として縦骨材(Y)へ正し
く位置決め固定することもできるため、その取り付け作
業上の利便性に優れる。
Particularly, if the constructions of claims 2 and 4 are adopted, the locking flange plate (11) of the joint joint (A) is provided with the corresponding flange plate receiving groove (of the vertical aggregate (Y)). 2a) and (2b), the bolt receiving hole (8) of the joint joint (A) is automatically inserted into the first and second bolt embedding holes (1a) and (1b) of the vertical aggregate (Y). The plate screw (13) can be screwed into the vertical aggregate (Y) from the rear direction through the screw receiving hole (12) that opens in the locking collar plate (11) so that the mating communication can be maintained. By doing so, the joint joint (A) can be properly positioned and fixed to the vertical aggregate (Y) in a rotation stop state, which is excellent in convenience of mounting work.

【0085】又、請求項5の接合方法によれば、上記接
合継手(A)の1種類を第1、2ボルト(3a)(3
b)の何れか一方に対しては正立姿勢として、残る他方
に対しては上下逆向きの倒立姿勢として、言わば組み合
わせ使用することにより、太さが相違変化する横架材
(X)でも縦骨材(Y)の所定高さ位置へ、その接合継
手(A)の使用個数を対応的に増減させるだけで、常時
正確にすばやく組み付け作業することができるのであ
り、その横架材(X)から上下方向へ接合継手(A)が
見苦しく張り出し露呈するおそれもない。
According to the joining method of the fifth aspect, one kind of the joining joint (A) is used as the first and second bolts (3a) (3).
Even if the horizontal member (X) has different thicknesses, it can be used as a vertical posture for one of b) and an upside-down posture for the other one. Only by correspondingly increasing or decreasing the number of joint joints (A) to be used at a predetermined height position of the aggregate (Y), it is possible to always perform accurate and quick assembly work. There is no possibility that the joint joint (A) will be unsightly projected from the top to the bottom and exposed.

【0086】このような効果は請求項7の接合方法から
も達成できるが、その請求項7の構成によれば、接合継
手(A)の係止鍔板(11)を縦骨材(Y)の対応的な
鍔板受け入れ凹溝(2a)(2b)内へ嵌め付けるよう
になっているため、その接合継手(A)を介して組み付
けられる縦骨材(Y)と横架材(X)との交叉部が、ま
すます安定・強固となり、耐久性の向上に役立つ。
Such an effect can be achieved by the joining method according to claim 7, but according to the construction of claim 7, the locking collar plate (11) of the joining joint (A) is attached to the vertical aggregate (Y). The vertical aggregate (Y) and the horizontal member (X) which are assembled through the joint joint (A) are fitted into the corresponding flange plate receiving concave grooves (2a) and (2b). The intersection with and becomes more stable and stronger, which helps improve durability.

【0087】殊更、請求項6や請求項8の接合方法を採
用するならば、その係止鍔板(11)のビス受け入れ孔
(12)へ背後方向から螺入する皿ビス(13)によっ
て、接合継手(A)をその横架材(X)への埋込み翼板
(5)が正規の垂直姿勢となる廻り止め状態に位置決め
固定することができ、縦骨材(Y)に対する接合継手
(A)の取り付け作業と、その接合継手(A)の埋込み
翼板(5)に対する横架材(X)の落し込み挿入作業と
を、すばやく正確に行なえる効果もある。
Particularly, if the joining method of claim 6 or 8 is adopted, by means of a countersunk screw (13) screwed from the rear direction into the screw receiving hole (12) of the locking collar plate (11), The jointed joint (A) can be positioned and fixed in a non-rotating state in which the embedded vane (5) in the horizontal member (X) has a normal vertical posture, and the jointed joint (A) for the vertical aggregate (Y) can be fixed. ) And the work of inserting the horizontal member (X) into the embedded vane (5) of the joint joint (A) can be quickly and accurately performed.

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

【図1】本発明に係る接合継手の使用により縦骨材と横
架材とを十字交叉型に組み付けた第1実施形態の斜面図
である。
FIG. 1 is a perspective view of a first embodiment in which a vertical aggregate and a horizontal member are assembled in a cross shape by using a joint according to the present invention.

【図2】図1の2−2線断面図である。FIG. 2 is a sectional view taken along line 2-2 of FIG.

【図3】図2に対応する変形実施形態を示す断面図であ
る。
FIG. 3 is a sectional view showing a modified embodiment corresponding to FIG.

【図4】図1の分解状態を示す斜面図である。FIG. 4 is a perspective view showing a disassembled state of FIG.

【図5】図4の接合継手を抽出して示す拡大斜面図であ
る。
FIG. 5 is an enlarged perspective view showing an extracted joint of FIG.

【図6】図5の反対方向から見た斜面図である。FIG. 6 is a perspective view seen from the opposite direction of FIG.

【図7】図6の側面図である。FIG. 7 is a side view of FIG.

【図8】図7の平面図である。FIG. 8 is a plan view of FIG.

【図9】図7の背面図である。9 is a rear view of FIG. 7. FIG.

【図10】図7の10−10線断面図である。10 is a sectional view taken along line 10-10 of FIG.

【図11】図7の11−11線断面図である。11 is a cross-sectional view taken along line 11-11 of FIG.

【図12】接合継手の変形実施形態を示す図6に対応す
る斜面図である。
FIG. 12 is a perspective view corresponding to FIG. 6 showing a modified embodiment of the bonded joint.

【図13】図12の側面図である。FIG. 13 is a side view of FIG.

【図14】図13の平面図である。FIG. 14 is a plan view of FIG.

【図15】図12の15−15線断面図である。FIG. 15 is a sectional view taken along line 15-15 of FIG.

【図16】図12の16−16線断面図である。16 is a sectional view taken along line 16-16 of FIG.

【図17】横架材の木口面を抽出して示す拡大斜面図で
ある。
FIG. 17 is an enlarged oblique view showing the mouth end surface of the horizontal member extracted.

【図18】固定ピンを抽出して示す斜面図である。FIG. 18 is a perspective view showing a fixed pin extracted.

【図19】固定ピンとその回動操作工具を示す斜面図で
ある。
FIG. 19 is a perspective view showing a fixing pin and a tool for rotating the fixing pin.

【図20】縦骨材に対する接合継手と横架材の組み付け
作業を示す斜面図である。
FIG. 20 is a perspective view showing an operation of assembling the joint joint and the horizontal member to the vertical aggregate.

【図21】図20の接合継手に対する横架材の落し込み
挿入過程を示す側断面図である。
FIG. 21 is a side sectional view showing a step of dropping and inserting a horizontal member into the jointed joint of FIG. 20.

【図22】図21に続く組み付け完了状態を示す側断面
図である。
FIG. 22 is a side sectional view showing a completed assembly state following FIG. 21.

【図23】太い横架材に対する施工例を示す図22に対
応する側断面図である。
FIG. 23 is a side sectional view corresponding to FIG. 22, showing an example of construction on a thick horizontal member.

【図24】図2に対応するT字交叉型の組付け状態を示
す第2実施形態の平面断面図である。
FIG. 24 is a plan cross-sectional view of a second embodiment showing a T-shaped crossing type assembled state corresponding to FIG. 2;

【図25】図24の25−25線断面図である。25 is a sectional view taken along line 25-25 of FIG.

【符号の説明】[Explanation of symbols]

(1a)・第1ボルト埋込み孔 (1b)・第2ボルト埋込み孔 (2a)(2b)・鍔板受け入れ凹溝 (3a)・第1ボルト (3b)・第2ボルト (4)・取付座板 (5)・埋込み翼板 (7)・固定ピン受け入れ孔 (8)・ボルト受け入れ孔 (9)・固定ナット挿入窓 (10a)(10b)・固定ナット (11)・係止鍔板 (12)・ビス受け入れ孔 (13)・皿ビス (14)・接合継手逃しスリット (14f)・広幅な逃しスリット (14r)・狭幅な逃しスリット (15)・固定ピン受け入れ連通孔 (A)・接合継手 (P)・固定ピン (X)・横架材 (Y)・縦骨材 (D)・係止鍔板の直径 (H)・第1、2ボルトの高低段差 (h)・一定距離(偏心量) (O−O)・接合継手の水平な二等分線 (E−E)・偏心線 (1a) ・ First bolt embedding hole (1b) ・ Second bolt embedding hole (2a) (2b) · Collar plate receiving groove (3a) -1st bolt (3b) ・ Second bolt (4) -Mounting plate (5) · Embedded blade (7) Fixed pin receiving hole (8) · Bolt receiving hole (9) ・ Fixing nut insertion window (10a) (10b) ・ Fixing nut (11) · Locking collar plate (12) · Screw receiving hole (13) · Plate screw (14) ・ Joint joint relief slit (14f) · Wide escape slit (14r) ・ Narrow escape slit (15) ・ Fixing pin receiving communication hole (A) -Joint joint (P) / Fixing pin (X) · Horizontal material (Y) · Vertical aggregate (D) -Diameter of locking collar plate (H) ・ High and low steps of 1st and 2nd bolt (H) ・ Constant distance (amount of eccentricity) (OO) -Horizontal bisector of joint (EE) ・ Eccentric wire

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】柱や小屋束などの縦骨材(Y)へ、一定の
高低段差(H)を保って平面視の直交状態に差し込み貫
通される第1、2ボルト(3a)(3b)と、その各個
の一端ネジ軸部又は両端ネジ軸部へ螺合締結される固定
ナット(10a)(10b)により、複数本の梁や胴
差、桁、母屋などの横架材(X)をその全体的なほぼ均
一の設置高さに、且つ平面視の十字交叉型又はT字交叉
型に組み付けるための接合継手(A)として、 上記縦骨材(Y)への取付座板(4)と各横架材(X)
への埋込み翼板(5)とから平面視の全体的なほぼT字
型をなし、 その両者の水平な二等分線(O−O)から上記取付座板
(4)の上下何れか一方側へ、第1、2ボルト(3a)
(3b)における上記高低段差(H)の約半分に相当す
る一定距離(h)だけ偏心した位置には、その第1、2
ボルト(3a)(3b)に対して互換使用可能な1個の
ボルト受け入れ孔(8)を開口形成する一方、 上記埋込み翼板(5)が取付座板(4)から背後方向へ
張り出す先端部には、その水平な二等分線(O−O)に
対して上下対称となる少なくとも2個一対の固定ピン受
け入れ孔(7)(7)を開口分布させると共に、 同じく埋込み翼板(5)が取付座板(4)と隣り合う基
端部には、その取付座板(4)の上記ボルト受け入れ孔
(8)と連通する固定ナット挿入窓(9)を開口形成し
て、 上記第1、2ボルト(3a)(3b)の何れか一方に対
しては正立姿勢として、残る他方に対しては倒立姿勢と
して上記取付座板(4)のボルト受け入れ孔(8)を互
換的に差し込んだ上、上記埋込み翼板(5)の固定ナッ
ト挿入窓(9)から挿入する固定ナット(10a)(1
0b)を、第1、2ボルト(3a)(3b)へ各々螺合
締結するように定めたことを特徴とする木造建築用の交
叉部接合継手。
1. First and second bolts (3a) (3b) which are inserted through a vertical aggregate (Y) such as a pillar or a shed of sheds in an orthogonal state in a plan view while maintaining a constant height difference (H). By using the fixing nuts (10a) and (10b) that are screwed and fastened to the respective one-end screw shaft portions or both-end screw shaft portions, a plurality of beams, body differences, girders, horizontal members (X) such as purlins can be attached. A mounting seat plate (4) for attaching to the vertical aggregate (Y) as a joining joint (A) for assembling to a cross-crossing type or a T-shaped crossing type in plan view at a substantially uniform installation height as a whole. And each horizontal material (X)
The blade plate (5) embedded in the plate forms a generally T-shape in a plan view, and the horizontal bisector (O-O) of both of them forms one of the upper and lower sides of the mounting seat plate (4). To the side, the first and second bolt (3a)
At positions eccentric by a constant distance (h) corresponding to about half of the height difference (H) in (3b),
While forming one bolt receiving hole (8) which can be used interchangeably for the bolts (3a) and (3b), the embedded blade (5) projects rearward from the mounting seat plate (4). In the portion, at least two pairs of fixed pin receiving holes (7) and (7) that are vertically symmetrical with respect to the horizontal bisector (OO) are distributed in the opening, and the embedded blade (5) is also used. ) Has a fixed nut insertion window (9) communicating with the bolt receiving hole (8) of the mounting seat plate (4) at the base end portion adjacent to the mounting seat plate (4). The bolt receiving hole (8) of the mounting seat plate (4) is interchangeable as an upright posture for one of the 1 and 2 bolts (3a) and (3b) and an upright posture for the other one. After inserting it, insert it from the fixed nut insertion window (9) of the embedded blade (5). Fixing nut (10a) (1
0b) is defined to be screwed and fastened to the first and second bolts (3a) and (3b), respectively.
【請求項2】取付座板(4)を正面視の上下方向へ延在
するほぼ長方形に造形して、その長方形の短辺(4x)
よりも大きな直径(D)を備え且つその中心が取付座板
(4)のボルト受け入れ孔(8)と合致連通する円形の
係止鍔板(11)を、上記取付座板(4)から埋込み翼
板(5)と逆な前向き連続的に張り出すと共に、 その円形の係止鍔板(11)が上記取付座板(4)の長
辺(4y)から横方向へ張り出す周縁部に、1個のビス
受け入れ孔(12)を開口形成したことを特徴とする請
求項1記載の木造建築用の交叉部接合継手。
2. A mounting seat plate (4) is formed into a substantially rectangular shape extending in a vertical direction in a front view, and a short side (4x) of the rectangular shape.
A circular locking collar plate (11) having a larger diameter (D) and whose center matches and communicates with the bolt receiving hole (8) of the mounting seat plate (4) is embedded from the mounting seat plate (4). Along with the blade plate (5), the circular locking brim plate (11) protrudes continuously in the forward direction opposite to the blade plate (5), and protrudes laterally from the long side (4y) of the mounting seat plate (4). 2. The cross joint joint for a wooden construction according to claim 1, wherein one screw receiving hole (12) is formed.
【請求項3】柱や小屋束などの縦骨材(Y)へ、一定の
高低段差(H)を保って平面視の直交状態に差し込み貫
通される第1、2ボルト(3a)(3b)と、その各個
の一端ネジ軸部又は両端ネジ軸部へ螺合締結される固定
ナット(10a)(10b)により、複数本の梁や胴
差、桁、母屋などの横架材(X)をその全体的なほぼ均
一の設置高さに、且つ平面視の十字交叉型又はT字交叉
型に組み付けるための接合継手(A)として、 上記縦骨材(Y)へ嵌め付け固定される円形の係止鍔板
(11)と、各横架材(X)への埋込み翼板(5)とか
ら平面視の全体的なほぼT字型をなし、 上記係止鍔板(11)の円形中心を埋込み翼板(5)の
水平な二等分線(O−O)から上下何れか一方側へ、第
1、2ボルト(3a)(3b)における上記高低段差
(H)の約半分に相当する一定距離(h)だけ偏心させ
て、その係止鍔板(11)の中心には上記第1、2ボル
ト(3a)(3b)に対して互換使用可能な1個のボル
ト受け入れ孔(8)を開口形成する一方、 上記埋込み翼板(5)が係止鍔板(11)から背後方向
へ張り出す先端部には、その水平な二等分線(O−O)
に対して上下対称となる少なくとも2個一対の固定ピン
受け入れ孔(7)(7)を開口分布させると共に、 同じく埋込み翼板(5)が係止鍔板(11)と隣り合う
基端部には、その係止鍔板(11)の上記ボルト受け入
れ孔(8)と連通する固定ナット挿入窓(9)を開口形
成して、 上記第1、2ボルト(3a)(3b)の何れか一方に対
しては正立姿勢として、残る他方に対しては倒立姿勢と
して上記係止鍔板(11)のボルト受け入れ孔(8)を
互換的に差し込んだ上、上記埋込み翼板(5)の固定ナ
ット挿入窓(9)から挿入する固定ナット(10a)
(10b)を、第1、2ボルト(3a)(3b)へ各々
螺合締結するように定めたことを特徴とする木造建築用
の交叉部接合継手。
3. First and second bolts (3a) (3b) which are inserted through a vertical aggregate (Y) such as a column or a shed of sheds in an orthogonal state in a plan view while maintaining a constant height difference (H). By using the fixing nuts (10a) and (10b) that are screwed and fastened to the respective one-end screw shaft portions or both-end screw shaft portions, a plurality of beams, body differences, girders, horizontal members (X) such as purlins can be attached. A circular joint that is fitted and fixed to the vertical aggregate (Y) as a joint (A) having a substantially uniform installation height as a whole and assembled in a cruciform crossing type or a T-shaped crossing type in plan view. The locking collar plate (11) and the wing plate (5) embedded in each horizontal member (X) form a generally T-shape in plan view, and the circular center of the locking collar plate (11). From the horizontal bisector (O-O) of the embedded vane (5) to either the upper or lower side, at the first and second bolts (3a) (3b). It is eccentric by a fixed distance (h) corresponding to about half of the height difference (H), and the locking collar plate (11) is interchangeably used for the first and second bolts (3a) and (3b) at the center thereof. One possible bolt receiving hole (8) is formed, while the embedded wing plate (5) extends rearward from the locking collar plate (11) at the tip end thereof, where the horizontal bisector is formed. (OO)
At least two pairs of fixing pin receiving holes (7) and (7) that are vertically symmetrical with respect to each other are distributed in the opening distribution, and the embedded blade (5) is also provided at the base end adjacent to the locking collar plate (11). Has a fixed nut insertion window (9) which communicates with the bolt receiving hole (8) of the locking collar plate (11), and is formed with one of the first and second bolts (3a) and (3b). To the upright posture, and to the remaining one in the upright posture, the bolt receiving holes (8) of the locking collar plate (11) are interchangeably inserted, and the embedded vane plate (5) is fixed. Fixed nut (10a) to be inserted from the nut insertion window (9)
(10b) is defined to be screwed and fastened to the first and second bolts (3a) and (3b), respectively, and a cross joint joint for wooden construction.
【請求項4】係止鍔板(11)が埋込み翼板(5)から
横方向へ張り出す周縁部に、1個のビス受け入れ孔(1
2)を開口形成したことを特徴とする請求項3記載の木
造建築用の交叉部接合継手。
4. A screw receiving hole (1) is provided at a peripheral edge portion of the locking collar plate (11) protruding laterally from the embedded blade (5).
2. The cross joint joint for wooden construction according to claim 3, wherein 2) is formed as an opening.
【請求項5】所定高さ位置に上下一対の組をなす第1、
2ボルト埋込み孔(1a)(1b)が、横架材(X)の
太さと対応する少なくとも1組として、且つその隣り合
う相互の干渉しない高低段差(H)を保つ平面視の直交
状態に貫通形成された柱や小屋束などの縦骨材(Y)
と、 上記縦骨材(Y)への取付座板(4)と各横架材(X)
への埋込み翼板(5)とから平面視の全体的なほぼT字
型をなし、且つその両者の水平な二等分線(O−O)か
ら取付座板(4)の上下何れか一方側へ、上記第1、2
ボルト埋込み孔(1a)(1b)における高低段差
(H)の約半分に相当する一定距離(h)だけ偏心した
位置には、その第1、2ボルト埋込み孔(1a)(1
b)に対して互換使用可能な1個のボルト受け入れ孔
(8)が開口形成されていると共に、上記埋込み翼板
(5)における取付座板(4)と隣り合う基端部にはそ
の取付座板(4)のボルト受け入れ孔(8)と連通する
固定ナット挿入窓(9)が、同じく埋込み翼板(5)に
おける取付座板(4)から背後方向へ張り出す先端部に
は上記水平な二等分線(O−O)に対して上下対称とな
る少なくとも2個一対の固定ピン受け入れ孔(7)
(7)が、各々開口形成された接合継手(A)の複数個
と、上記縦骨材(Y)へ接合される木口面に、各接合継
手(A)と対応する平面視のほぼT字型をなす垂直な接
合継手逃しスリット(14)と、同じく各接合継手
(A)の上記固定ピン受け入れ孔(7)(7)と対応合
致する水平な固定ピン受け入れ連通孔(15)(15)
とが、各々貫通形成された梁や胴差、桁、母屋などの横
架材(X)の複数本とを用意して、 先ず、上記縦骨材(Y)における第1、2ボルト埋込み
孔(1a)(1b)の何れか一方へ第1ボルト(3a)
を差し込み貫通させ、その第1ボルト(3a)が縦骨材
(Y)から露出する一端ネジ軸部又は両端ネジ軸部へ、
正立姿勢に保った各接合継手(A)のボルト受け入れ孔
(8)を差し込んだ上、その各接合継手(A)の固定ナ
ット挿入窓(9)から上記第1ボルト(3a)へ固定ナ
ット(10a)を各々螺合締結すると共に、 同じく第1、2ボルト埋込み孔(1a)(1b)の残る
他方へ第2ボルト(3b)を差し込み貫通させて、その
第2ボルト(3b)がやはり縦骨材(Y)から露出する
一端ネジ軸部又は両端ネジ軸部へ、上記第1ボルト(3
a)側の接合継手(A)と上下逆向きの倒立姿勢に保っ
た各接合継手(A)のボルト受け入れ孔(8)を差し込
んだ上、その各接合継手(A)の固定ナット挿入窓
(9)から上記第2ボルト(3b)へ固定ナット(10
b)を各々螺合締結し、 その後、各接合継手(A)に対して上方から各横架材
(X)の接合継手逃しスリット(14)を落し込み挿入
した上、各接合継手(A)の固定ピン受け入れ孔(7)
(7)とその各横架材(X)の固定ピン受け入れ連通孔
(15)(15)へ、横方向から固定ピン(P)(P)
を圧入一体化することを特徴とする木造建築の交叉部接
合方法。
5. A first pair forming a pair of upper and lower at a predetermined height position.
The 2 bolt embedding holes (1a) and (1b) penetrate at least one set corresponding to the thickness of the horizontal member (X) and in an orthogonal state in a plan view maintaining a height difference (H) that does not interfere with the adjacent ones. Vertical aggregates (Y) such as formed pillars and shed bundles
And a seat plate (4) for attaching to the vertical aggregate (Y) and each horizontal member (X)
And the embedded blade (5) form a generally T-shape in plan view, and either of the horizontal bisectors (O-O) of either side is above or below the mounting seat plate (4). To the side, the first and second
The first and second bolt embedding holes (1a) (1a) (1) are located at positions eccentric by a constant distance (h) corresponding to about half of the height difference (H) in the bolt embedding holes (1a) (1b).
One bolt receiving hole (8) that can be used interchangeably for b) is formed, and the embedded blade (5) is mounted at the base end portion adjacent to the mounting seat plate (4). A fixed nut insertion window (9) communicating with the bolt receiving hole (8) of the seat plate (4) also has the above-mentioned horizontal position at the tip of the embedded wing plate (5) which projects rearward from the mounting seat plate (4). At least two pairs of fixing pin receiving holes (7) which are vertically symmetrical with respect to the bisector (OO)
(7) is substantially T-shaped in plan view corresponding to each joint (A) on a plurality of joint joints (A) each having an opening formed therein and on the mouth end surface to be joined to the vertical aggregate (Y). A vertical fixed joint receiving slit (14) and a horizontal fixed pin receiving communication hole (15) (15) corresponding to the fixed pin receiving holes (7) (7) of each joint (A).
And a plurality of horizontal members (X) such as beams, body differences, girders, purlins, etc., each of which is formed through, and first, first and second bolt embedding holes in the vertical aggregate (Y). First bolt (3a) to either (1a) or (1b)
The first bolt (3a) is exposed from the vertical aggregate (Y) to the one-end screw shaft portion or both-end screw shaft portion,
After inserting the bolt receiving hole (8) of each joint (A) maintained in the upright posture, the fixing nut is inserted from the fixing nut insertion window (9) of each joint (A) to the first bolt (3a). (10a) are respectively screwed and fastened, and the second bolt (3b) is also inserted into the remaining other of the first and second bolt embedding holes (1a) and (1b) so that the second bolt (3b) also remains. The first bolt (3) is attached to the screw shaft portion on one end or the screw shaft portion on both ends exposed from the vertical aggregate (Y).
Insert the bolt receiving hole (8) of each joint (A) kept upside down with the joint joint (A) on the side a), and then insert the fixed nut insertion window (A) of each joint (A). 9) to the second bolt (3b) above the fixing nut (10
b) are respectively screwed and fastened, and then the joint joint escape slits (14) of the horizontal members (X) are dropped into the joint joints (A) from above, and then the joint joints (A) are inserted. Fixing pin receiving hole (7)
The fixing pins (P) and (P) from the lateral direction to the fixing pin receiving communication holes (15) and (15) of (7) and their respective horizontal members (X).
A method for joining intersections of wooden structures, characterized in that press-fitting is integrated.
【請求項6】接合継手(A)の取付座板(4)を正面視
の上下方向へ延在するほぼ長方形に造形して、その長方
形の短辺(4x)よりも大きな直径(D)を備え且つそ
の中心が取付座板(4)のボルト受け入れ孔(8)と合
致連通する円形の係止鍔板(11)を、上記取付座板
(4)から埋込み翼板(5)と逆な前向き連続的に張り
出すと共に、 その円形の係止鍔板(11)が上記取付座板(4)の長
辺(4y)から横方向へ張り出す周縁部に、1個のビス
受け入れ孔(12)を開口形成する一方、 縦骨材(Y)の所定高さ位置には、その第1、2ボルト
埋込み孔(1a)(1b)の各個が中心に開口すること
となる円形の鍔板受け入れ凹溝(2a)(2b)を対応
形成して、 その縦骨材(Y)の鍔板受け入れ凹溝(2a)(2b)
内へ各接合継手(A)の上記係止鍔板(11)を嵌め付
けた上、その係止鍔板(11)のビス受け入れ孔(1
2)へ背後方向から螺入する皿ビス(13)によって、
各接合継手(A)を縦骨材(Y)へ廻り止め状態に位置
決め固定することを特徴とする請求項5記載の木造建築
の交叉部接合方法。
6. The mounting seat plate (4) of the joint (A) is shaped into a substantially rectangular shape extending in the vertical direction when viewed from the front, and has a diameter (D) larger than the short side (4x) of the rectangular shape. A circular locking collar plate (11), which is provided and whose center coincides with and communicates with the bolt receiving hole (8) of the mounting seat plate (4), is provided from the mounting seat plate (4) opposite to the embedded blade plate (5). A circular locking collar plate (11) is projected continuously in the forward direction, and one screw receiving hole (12) is formed at the peripheral edge of the circular locking collar plate (11) laterally protruding from the long side (4y) of the mounting seat plate (4). ) Is formed at the predetermined height position of the vertical aggregate (Y), and each of the first and second bolt embedding holes (1a) and (1b) is opened in the center to receive a circular collar plate. Correspondingly formed concave grooves (2a) (2b) to receive the collar plate receiving concave grooves (2a) (2b) of the vertical aggregate (Y).
The above-mentioned locking collar plate (11) of each joint (A) is fitted inside, and the screw receiving hole (1) of the locking collar plate (11) is fitted.
By means of a countersunk screw (13) that is screwed into 2) from behind,
The method for joining crossing parts of a wooden construction according to claim 5, characterized in that each joint (A) is positioned and fixed to the vertical aggregate (Y) in a non-rotating state.
【請求項7】所定高さ位置に上下一対の組をなす第1、
2ボルト埋込み孔(1a)(1b)が、横架材(X)の
太さと対応する少なくとも1組として、且つその隣り合
う相互の干渉しない高低段差(H)を保つ平面視の直交
状態に貫通形成されていると共に、上記第1、2ボルト
埋込み孔(1a)(1b)の各個を中心とする円形の鍔
板受け入れ凹溝(2a)(2b)が切り欠かれた柱や小
屋束などの縦骨材(Y)と、 上記縦骨材(Y)の鍔板受け入れ凹溝(2a)(2b)
内へ互換的に嵌め付け固定される円形の係止鍔板(1
1)と各横架材(X)への埋込み翼板(5)とから平面
視の全体的なほぼT字型をなし、且つその埋込み翼板
(5)の水平な二等分線(O−O)から上下何れか一方
側へ、上記第1、2ボルト埋込み孔(1a)(1b)に
おける高低段差(H)の約半分に相当する一定距離
(h)だけ偏心した係止鍔板(11)の中心位置には、
その第1、2ボルト埋込み孔(1a)(1b)に対して
互換使用可能な1個のボルト受け入れ孔(8)が開口形
成されていると共に、上記埋込み翼板(5)における係
止鍔板(11)と隣り合う基端部にはその係止鍔板(1
1)のボルト受け入れ孔(8)と連通する固定ナット挿
入窓(9)が、同じく埋込み翼板(5)における係止鍔
板(11)から背後方向へ張り出す先端部には上記水平
な二等分線(O−O)に対して上下対称となる少なくと
も2個一対の固定ピン受け入れ孔(7)(7)が、各々
開口形成された接合継手(A)の複数個と、 上記縦骨材(Y)へ接合される木口面に、各接合継手
(A)の埋込み翼板(5)と上記固定ナット挿入窓
(9)へ追って挿入される固定ナット(10a)(10
b)に対応する平面視のほぼT字型をなす垂直な接合継
手逃しスリット(14)と、同じく各接合継手(A)の
上記固定ピン受け入れ孔(7)(7)と対応合致する水
平な固定ピン受け入れ連通孔(15)(15)とが、各
々貫通形成された梁や胴差、桁、母屋などの横架材
(X)の複数本とを用意して、 先ず、上記縦骨材(Y)における第1、2ボルト埋込み
孔(1a)(1b)の何れか一方へ第1ボルト(3a)
を差し込み貫通させ、その第1ボルト(3a)が縦骨材
(Y)から露出する一端ネジ軸部又は両端ネジ軸部へ、
正立姿勢に保った各接合継手(A)のボルト受け入れ孔
(8)を差し込んで、その係止鍔板(11)を縦骨材
(Y)の鍔板受け入れ凹溝(2a)内へ嵌め付けた上、
その各接合継手(A)の固定ナット挿入窓(9)から上
記第1ボルト(3a)へ固定ナット(10a)を各々螺
合締結すると共に、 同じく第1、2ボルト埋込み孔(1a)(1b)の残る
他方へ第2ボルト(3b)を差し込み貫通させて、その
第2ボルト(3b)がやはり縦骨材(Y)から露出する
一端ネジ軸部又は両端ネジ軸部へ、上記第1ボルト(3
a)側の接合継手(A)と上下逆向きの倒立姿勢に保っ
た各接合継手(A)のボルト受け入れ孔(8)を差し込
んで、その係止鍔板(11)を縦骨材(Y)の鍔板受け
入れ凹溝(2b)内へ嵌め付けた上、その各接合継手
(A)の固定ナット挿入窓(9)から上記第2ボルト
(3b)へ固定ナット(10b)を各々螺合締結し、 その後、各接合継手(A)の埋込み翼板(5)に対して
上方から各横架材(X)の接合継手逃しスリット(1
4)を落し込み挿入した上、各接合継手(A)の固定ピ
ン受け入れ孔(7)(7)とその各横架材(X)の固定
ピン受け入れ連通孔(15)(15)へ、横方向から固
定ピン(P)(P)を圧入一体化することを特徴とする
木造建築の交叉部接合方法。
7. A first pair forming a pair of upper and lower at a predetermined height position,
The 2 bolt embedding holes (1a) and (1b) penetrate at least one set corresponding to the thickness of the horizontal member (X) and in an orthogonal state in a plan view maintaining a height difference (H) that does not interfere with the adjacent ones. A pillar or a shed, etc., which is formed and has circular collar plate receiving concave grooves (2a) (2b) centered on each of the first and second bolt embedding holes (1a) (1b) Longitudinal aggregate (Y), and collar plate receiving concave grooves (2a) (2b) of the vertical aggregate (Y)
Circular locking collar plate (1
1) and the blades (5) embedded in each transverse member (X) form a generally T-shape in plan view, and the horizontal bisectors (O) of the embedded blades (5) are formed. -O) to one of the upper and lower sides, the locking collar plate (eccentric) is eccentric by a fixed distance (h) corresponding to about half of the height difference (H) in the first and second bolt embedding holes (1a) (1b). At the center of 11),
One bolt receiving hole (8) compatible with the first and second bolt embedding holes (1a), (1b) is formed, and a locking collar plate for the embedding blade (5). The locking brim (1
A fixing nut insertion window (9) communicating with the bolt receiving hole (8) of 1) has a horizontal nut at the tip end portion which extends backward from the locking collar plate (11) of the embedded blade (5). At least two pairs of fixing pin receiving holes (7) and (7) which are vertically symmetrical with respect to the bisector (O-O) and a plurality of joint joints (A) each formed with an opening, and the vertical bone The fixing nuts (10a) (10) which are inserted into the embedded vane (5) of each joint (A) and the fixing nut insertion window (9) on the ostium surface to be joined to the material (Y).
b) a vertical joint joint escape slit (14) having a substantially T-shape in a plan view, and a horizontal plane corresponding to the fixing pin receiving holes (7) (7) of each joint joint (A). Prepare a plurality of horizontal members (X) such as beams, body gaps, girders, purlins, etc., through which the fixing pin receiving communication holes (15) (15) are formed, respectively. First bolt (3a) to either one of the first and second bolt embedding holes (1a) and (1b) in (Y)
The first bolt (3a) is exposed from the vertical aggregate (Y) to the one-end screw shaft portion or both-end screw shaft portion,
Insert the bolt receiving hole (8) of each joint (A) kept upright and fit the locking collar plate (11) into the collar plate receiving groove (2a) of the vertical aggregate (Y). Attached,
The fixing nut (10a) is screwed and fastened to the first bolt (3a) from the fixing nut insertion window (9) of each joint (A), and the first and second bolt embedding holes (1a) (1b) are also provided. ), The second bolt (3b) is inserted into the other, and the second bolt (3b) is also exposed from the vertical aggregate (Y) to the one-end screw shaft portion or both-end screw shaft portion. (3
The bolt receiving holes (8) of the joint joint (A) on the side a) and the joint joints (A) maintained in the inverted posture upside down are inserted, and the locking collar plate (11) is attached to the vertical aggregate (Y). ) Is fitted into the collar plate receiving concave groove (2b), and then the fixing nut (10b) is screwed into the second bolt (3b) from the fixing nut insertion window (9) of each joint (A). After fastening, then, from the upper side to the embedded vane (5) of each joint (A), the joint joint escape slit (1) of each transverse member (X) is inserted from above.
4) Drop it down and insert it, and then fix it horizontally to the fixed pin receiving holes (7) (7) of each joint (A) and the fixed pin receiving communication holes (15) (15) of each horizontal member (X). A method for joining crossing parts in a wooden construction, characterized in that fixing pins (P) (P) are press-fitted and integrated from a direction.
【請求項8】接合継手(A)における円形の係止鍔板
(11)が埋込み翼板(5)から横方向へ張り出す周縁
部に、1個のビス受け入れ孔(12)を開口形成して、 その係止鍔板(11)のビス受け入れ孔(12)へ背後
方向から螺入する皿ビス(13)によって、各接合継手
(A)を縦骨材(Y)へ廻り止め状態に位置決め固定す
ることを特徴とする請求項7記載の木造建築の交叉部接
合方法。
8. A screw receiving hole (12) is formed at the peripheral edge of the circular locking collar plate (11) of the joint (A) protruding laterally from the embedded blade (5). Then, each joint (A) is positioned in the vertical aggregate (Y) in a rotation-stopped state by means of a countersunk screw (13) screwed into the screw receiving hole (12) of the locking collar plate (11) from the rear side. The method for joining crossing parts in a wooden construction according to claim 7, wherein the method is for fixing.
JP2002068681A 2002-02-26 2002-03-13 Joint and method for joining crossing part, for use in wooden building Pending JP2003321877A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002068681A JP2003321877A (en) 2002-02-26 2002-03-13 Joint and method for joining crossing part, for use in wooden building

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2002050151 2002-02-26
JP2002-50151 2002-02-26
JP2002068681A JP2003321877A (en) 2002-02-26 2002-03-13 Joint and method for joining crossing part, for use in wooden building

Publications (1)

Publication Number Publication Date
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ID=29551990

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009150206A (en) * 2007-11-28 2009-07-09 Sgc:Kk Bonding hardware and shaft structure
US8887461B2 (en) 2013-02-19 2014-11-18 Ctb Midwest, Inc. Structural tube

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009150206A (en) * 2007-11-28 2009-07-09 Sgc:Kk Bonding hardware and shaft structure
US8887461B2 (en) 2013-02-19 2014-11-18 Ctb Midwest, Inc. Structural tube

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