JPH0657978B2 - Multi-directional joint - Google Patents
Multi-directional jointInfo
- Publication number
- JPH0657978B2 JPH0657978B2 JP33979490A JP33979490A JPH0657978B2 JP H0657978 B2 JPH0657978 B2 JP H0657978B2 JP 33979490 A JP33979490 A JP 33979490A JP 33979490 A JP33979490 A JP 33979490A JP H0657978 B2 JPH0657978 B2 JP H0657978B2
- Authority
- JP
- Japan
- Prior art keywords
- joint
- joint element
- plate thickness
- oriented
- elements
- 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
Links
- 238000005304 joining Methods 0.000 claims description 22
- 239000000463 material Substances 0.000 claims description 8
- 239000004566 building material Substances 0.000 description 14
- 238000000034 method Methods 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Toys (AREA)
Description
【発明の詳細な説明】 [産業上の利用分野] この発明は建築物の柱、梁、桁等の建材を直交状に継ぎ
合わせるときに適用される多方向継手に関する。Description: TECHNICAL FIELD The present invention relates to a multidirectional joint applied when building materials such as columns, beams, and girders of buildings are joined together in an orthogonal manner.
[従来の技術] 従来の技術としては特開平1−102152号がある。
この公報には板厚の2倍の板幅をもつ板材に複数個の嵌
合凹部を板厚と等しい間隔をおいて切欠き形成した継手
エレメントと、前記板材に板厚の複数倍の長さの嵌合凹
部を切欠き形成した継手エレメントとを使用した多方向
継手が開示されている。[Prior Art] As a conventional technology, there is JP-A-1-102152.
This publication discloses a joint element in which a plurality of fitting recesses are formed in a plate material having a plate width twice the plate thickness at intervals equal to the plate thickness, and a length of the plate material a plurality of times the plate thickness. And a joint element in which the fitting recess is formed as a cutout is disclosed.
[発明が解決しようとする課題] 上記多方向継手において、板材に複数個の嵌合凹部を切
欠き加工して継手エレメントを作製するときに精密な加
工精度が必要となるため、各嵌合凹部を切欠き加工する
加工手数が煩雑で非能率的となる問題点がある。[Problems to be Solved by the Invention] In the above multi-directional joint, precise fitting precision is required when a plurality of fitting recesses are cut into a plate material to manufacture a joint element, and therefore each fitting recess is required. There is a problem that the number of machining steps for notch machining is complicated and inefficient.
本発明は上記問題点を解消することを課題とするもので
ある。The present invention aims to solve the above problems.
[課題を解決するための手段] 本発明の多方向継手は板厚の2倍の板幅を有する板材に
板厚の複数倍の長さと、板厚と等しい深さとを有する切
欠き部を長手方向に沿って凹設してそれぞれ作成された
適数個の第1継手エレメントを、その板厚方向を一致さ
せた状態で同方向へ指向させて並列させた第1継手エレ
メント群と、1辺の長さが板厚と等しい6つの正方形面
を有する正六面体状の適数個の接合壁を、この接合壁と
等しい形状を有する複数個の嵌合凹部が前記接合壁を隔
てて形成されるように前記切欠き部の底面に接合してそ
れぞれ作成される適数個の第2継手エレメントを、その
板厚方向を一致させた状態で同方向へ指向させて並列さ
せた第2継手エレメント群とを直交状に交差させて接合
した構成を有する。[Means for Solving the Problems] In the multidirectional joint of the present invention, a plate member having a plate width twice the plate thickness is provided with a notch portion having a length equal to the plate thickness and a depth equal to the plate thickness. A first joint element group in which a suitable number of first joint elements each formed by being recessed along the direction are aligned in parallel in the same direction with their plate thickness directions aligned, and one side An appropriate number of regular hexahedron-shaped joining walls having six square faces each having a length equal to the plate thickness, and a plurality of fitting recesses having a shape equal to the joining walls are formed with the joining walls separated from each other. Second joint element group in which a suitable number of second joint elements respectively joined to the bottom surface of the cutout portion are oriented in the same direction and juxtaposed in the same direction in the same plate thickness direction. It has a structure in which and are crossed at right angles and joined.
[作用] 板厚の2倍の板幅を有する板材でそれぞれ作成され、長
さが板厚の複数倍で深さが板厚と等しい切欠き部をそれ
ぞれ有する適数個の第1継手エレメントが並列した第1
継手エレメント群と、板厚の2倍の板幅を有する板材で
それぞれ作成され、長さ及び深さが前記板厚と等しい複
数個の嵌合凹部をそれぞれ有する適数個の第2継手エレ
メントが並列した第2継手エレメント群とによって多方
向継手を組立てるに際し、前記第1継手エレメントの切
欠き部の底面に1辺の長さが前記板厚と等しい6つの正
方形面を有する正六面体状の適数個の接合壁を、複数個
の嵌合凹部が前記切欠き部内に前記接合壁を隔てて形成
されるように接合して第2継手エレメントを作成する。[Operation] An appropriate number of first joint elements each made of a plate material having a plate width twice the plate thickness, each having a notch portion having a length multiple times the plate thickness and a depth equal to the plate thickness are provided. First in parallel
An appropriate number of second joint elements each made of a joint element group and a plate material having a plate width twice the plate thickness and having a plurality of fitting recesses each having the same length and depth as the plate thickness are provided. When assembling a multidirectional joint with the second joint element group arranged in parallel, a regular hexahedron shape having six square faces each having a side length equal to the plate thickness is formed on the bottom surface of the cutout portion of the first joint element. A second joint element is produced by joining several joining walls so that a plurality of fitting recesses are formed in the cutout portion with the joining walls separated from each other.
[発明の効果] 本発明は前記したように構成してあるので、加工が容易
で単純な形態を有する第1,第2継手エレメントを順次
接合することによって多方向継手を容易に組立てること
ができるとともに、両継手エレメントの接合面積が増大
するので、多方向継手自体の構造的強度及び多方向継手
と建材との連結強度を増強することができ、また、多方
向継手に連結される建材本数を増加することができる。EFFECTS OF THE INVENTION Since the present invention is configured as described above, the multidirectional joint can be easily assembled by sequentially joining the first and second joint elements that are easy to process and have a simple form. At the same time, since the joint area of both joint elements increases, the structural strength of the multidirectional joint itself and the joint strength between the multidirectional joint and the building material can be increased, and the number of building materials connected to the multidirectional joint can be increased. Can be increased.
とくに、第1継手エレメントの切欠き部の底面に接合壁
を接合して第2継手エレメントを作成することができる
ので、第2継手エレメントの嵌合凹部を形成するための
精密な切削加工が不要となり、第2継手エレメントの作
成手数を軽減して第2継手エレメントを能率的に作成す
ることができる。In particular, since the second joint element can be formed by joining the joint wall to the bottom surface of the cutout portion of the first joint element, precise cutting work for forming the fitting recess of the second joint element is unnecessary. Therefore, the number of steps for producing the second joint element can be reduced and the second joint element can be efficiently produced.
[実施例] 次に、本発明の多方向継手の1実施例を第1図〜第4図
に従って説明する。始めに、建材と連結する連結方向数
を左右方向(X−X方向)と前後方向(Y−Y方向)と
上下方向(Z−Z方向)との6方向とし、各方向のエレ
メント数をそれぞれ3×3個とした6方向の多方向継手
Jについて説明する。[Example] Next, one example of the multidirectional joint of the present invention will be described with reference to Figs. First, the number of connecting directions for connecting to the building material is set to 6 directions including the left-right direction (X-X direction), the front-back direction (Y-Y direction), and the up-down direction (ZZ direction), and the number of elements in each direction is respectively. The 6 × multidirectional joint J having 3 × 3 pieces will be described.
この多方向継手Jは同方向へ指向された3×3個の第1
継手エレメント1を1組とする2組乃至1組の第1継手
エレメント群15と、同方向へ指向された3×3個の第
2継手エレメント2を1組とする1組乃至2組の第2継
手エレメント群16とによって構成され、本例では多方
向継手JにはX−X方向へ指向した3×3個の第2継手
エレメント2の各中央部と、Y−Y方向へ指向した3×
3個の第1継手エレメント1もしくは第2継手エレメン
ト2の各中央部と、Z−Z方向へ指向した3×3個の第
1継手エレメント1の各中央部とが直交状に交差して接
合された結合部J0と、この結合部J0の左方及び右方
と、前方及び後方と、上方及び下方とにそれぞれ連設さ
れてX−X方向、Y−Y方向、及びZ−Z方向の6方向
へ延出された6つの延出部J1,J1,J2,J2,J
3,J3とが形成されている。This multi-directional joint J is made up of 3 × 3 first joints oriented in the same direction.
Two to one set of the first joint element group 15 having the joint element 1 as one set, and one to two sets of the first joint element group 15 having 3 × 3 second joint elements 2 oriented in the same direction as one set. The multi-directional joint J in this example is composed of two joint element groups 16 and each central portion of the 3 × 3 second joint elements 2 oriented in the XX direction and three oriented in the YY direction. ×
The central portions of the three first joint elements 1 or the second joint elements 2 and the central portions of the 3 × 3 first joint elements 1 oriented in the ZZ direction intersect at right angles and are joined together. The joined portion J0, the left and right portions of the joined portion J0, the front and rear portions, the upper portion and the lower portion, which are connected to each other in the XX direction, the YY direction, and the ZZ direction. Six extension parts J1, J1, J2, J2, J extended in six directions
3, J3 are formed.
各継手エレメント1,2は木材、集成材、単板、積層材
等等の木質材で板厚Tの2倍の板幅2Tを有する板材に
よってそれぞれ形成されている。Each of the joint elements 1 and 2 is made of a wood material such as wood, laminated wood, veneer, laminated wood, etc. and has a plate width 2T that is twice the plate thickness T.
各第1継手エレメント1は版厚がTで板幅が2Tの板材
に深さが板厚Tと等しく長さが板厚Tの5倍(一般的に
は板厚Tの奇数倍)の切欠き部7A、もしくは深さが板
厚Tと等しく長さが板厚Tの6倍(一般的には板厚Tの
偶数倍)の切欠き部7Bを凹設してそれぞれ作成され、
切欠き部7Aを有する各第1継手エレメント1の中央部
には厚さ及び幅がそれぞれ板厚Tと等しい正四角柱状で
切欠き部7Aの片側にその全長にわたって隣設された交
差部8がそれぞれ並列状に形成され、切欠き部7Bを有
する各第1継手エレメント1の中央部には厚さ及び幅が
それぞれ板厚Tと等しい正四角柱状で切欠き部7Bの片
側にその全長にわたって隣設された交差部8がそれぞれ
並列状に形成されている。各第1継手エレメント1の交
差部8の両側には建材Kに連結される連結部5,5がそ
れぞれ形成され、この各連結部5の長さは板厚Tの12
〜30倍の長さに設定されている。Each first joint element 1 is cut into a plate material having a plate thickness T and a plate width of 2T, the depth being equal to the plate thickness T, and the length being 5 times the plate thickness T (generally an odd multiple of the plate thickness T). The notch 7A or the notch 7B having a depth equal to the plate thickness T and a length equal to 6 times the plate thickness T (generally an even multiple of the plate thickness T) is formed by recessing,
At the central portion of each first joint element 1 having the cutout portion 7A, there is formed a regular rectangular prism having a thickness and a width equal to the plate thickness T, and an intersecting portion 8 adjacent to the cutout portion 7A over its entire length is provided on one side thereof. Each of the first joint elements 1 formed in parallel with each other and having the cutout portion 7B has a regular square columnar shape having a thickness and a width equal to the plate thickness T, and is adjacent to one side of the cutout portion 7B over its entire length. The provided intersections 8 are formed in parallel. On both sides of the intersecting portion 8 of each first joint element 1, connecting portions 5 and 5 that are connected to the building material K are formed, and the length of each connecting portion 5 is 12 of the plate thickness T.
It is set to be 30 times longer.
各第2継手エレメント2は第1継手エレメント1のうち
長さが5Tの切欠き部7Aを有する第1継手エレメント
1に1辺の長さが板厚Tと等しい6つの正方形面を有す
る2個の正六面体状の接合壁9,9を接着してそれぞれ
作成され、各接合壁9は切欠き部7A内に接合壁9と等
しい形状を有する3個の嵌合凹部10〜10が接合壁9
を隔てて形成されるように切欠き部7Aの底面7aに多
方向継手Jの組立て途中でもしくは組立て前に接着され
る。Each of the second joint elements 2 has two square faces of the first joint element 1 having a notch portion 7A having a length of 5T and six square faces each having one side length equal to the plate thickness T. The regular hexahedron-shaped joining walls 9 and 9 are bonded to each other, and each joining wall 9 has three fitting recesses 10 to 10 having the same shape as the joining wall 9 in the cutout portion 7A.
The multi-directional joint J is adhered to the bottom surface 7a of the cutout portion 7A during or before the assembling of the multidirectional joint J so as to be formed apart from each other.
各第2継手エレメント2の中央部には厚さ及び幅がそれ
ぞれ板厚Tと等しい正四角柱状で切欠き部7Aの片側に
その全長にわたって隣設された交差部11と、2個の接
合壁9と、3個の嵌合凹部10とがそれぞれ形成される
とともに、各第2継手エレメント2の交差部11の両側
には建材Kに連結される連結部6,6がそれぞれ形成さ
れ、この各連結部6の長さは第1継手エレメント1の連
結部5の長さと同様に設定される。At the central portion of each second joint element 2, a thickness and a width are equal to the plate thickness T, and a regular square pole shape is formed. 9 and three fitting recesses 10 are formed respectively, and connecting portions 6 and 6 connected to the building material K are formed on both sides of the intersecting portion 11 of each second joint element 2 respectively. The length of the connecting portion 6 is set similarly to the length of the connecting portion 5 of the first joint element 1.
第1継手エレメント1の長さ5Tの切欠き部7A内には
第2継手エレメント2の交差部11の一部が、両継手エ
レメント1,2の板厚方向が直交した状態で嵌合され、
第1継手エレメント1の長さ6Tの切欠き部7B内には
第2継手エレメント2の交差部11の一部及び接合壁9
が、両継手エレメント1,2の板厚方向が直交した状態
でそれぞれ嵌合され、各第2継手エレメント2の嵌合凹
部10内には長さが5Tの切欠き部7Aを有する第1継
手エレメント1の交差部8もしくは第2継手エレメント
2の交差部11の一部が嵌合される。A part of the intersecting portion 11 of the second joint element 2 is fitted in the notch portion 7A of the first joint element 1 having a length of 5T in a state where the plate thickness directions of both joint elements 1 and 2 are orthogonal to each other,
In the notch portion 7B of the first joint element 1 having a length of 6T, a part of the intersection portion 11 of the second joint element 2 and the joint wall 9 are formed.
However, the first joint having both the joint elements 1 and 2 fitted in a state in which the plate thickness directions thereof are orthogonal to each other, and having a notch portion 7A having a length of 5T in the fitting concave portion 10 of each second joint element 2. Part of the intersection 8 of the element 1 or the intersection 11 of the second joint element 2 is fitted.
そして、それぞれ2個の接合壁9が長さ5Tの切欠き部
7Aの底面7aに接着されてX−X方向へ指向した3個
の第2継手エレメント2がそれぞれ板幅方向と配列方向
とが一致するように板幅方向へ密接状態で配列された3
列の第2継手エレメント列4〜4が板厚Tと等しい間隙
を隔てて板厚方向へ並列した第2継手エレメント群16
と、それぞれ長さが5Tの切欠き部7Aを有し、Y−Y
方向へ指向した3個の第1継手エレメント1もしくは第
2継手エレメント2がそれぞれ板幅方向と配列方向とが
一致するように板幅方向へ密接状態で配列された3列の
第1継手エレメント列3〜3もしくは第2継手エレメン
ト列4〜4が板厚Tと等しい間隙を隔てて板厚方向へ並
列した第1継手エレメント群15もしくは第2継手エレ
メント群16と、それぞれ長さが6Tの切欠き部7Bを
有し、Z−Z方向へ指向した3個の第1継手エレメント
1がそれぞれ板幅方向と配列方向とが一致するように板
幅方向へ密接状態で配列された3列の第1継手エレメン
ト列3〜3が板厚Tと等しい間隙を隔て板厚方向へ並列
した第1継手エレメント群15とが直交状に交差して接
合されて多方向継手Jが形成されている。但し、図面で
は第1継手エレメント群15をY−Y方向へ指向させた
例を示してある。Then, each of the two joint walls 9 is adhered to the bottom surface 7a of the cutout portion 7A having a length of 5T, and the three second joint elements 2 oriented in the XX direction are respectively arranged in the plate width direction and the arrangement direction. 3 aligned closely in the width direction so that they match
The second joint element group 16 in which the second joint element rows 4 to 4 in a row are arranged in parallel in the sheet thickness direction with a gap equal to the sheet thickness T being separated
And each has a notch portion 7A having a length of 5T, and YY
The three first joint element rows in which the three first joint elements 1 or the second joint elements 2 oriented in the direction are arranged in close contact with each other in the board width direction so that the board width direction and the arrangement direction coincide with each other. A first joint element group 15 or a second joint element group 16 in which 3 to 3 or the second joint element rows 4 to 4 are arranged in parallel in the plate thickness direction with a gap equal to the plate thickness T, and a length of 6T The three first joint elements 1 each having the notch portion 7B and oriented in the ZZ direction are arranged in close contact with each other in the plate width direction so that the plate width direction and the arrangement direction are aligned with each other. The multi-directional joint J is formed by orthogonally intersecting and joining the first joint element group 15 in which the first joint element rows 3 to 3 are arranged in parallel in the sheet thickness direction with a gap equal to the sheet thickness T. However, the drawing shows an example in which the first joint element group 15 is oriented in the YY direction.
組立てられた多方向継手Jの中央部には各継手エレメン
ト1,2の交差部8,11及び接合壁9がその重ね合わ
せ面にそれぞれ塗布された接着剤で接合された結合部J
0が形成されるとともに、多方向継手Jの各端部にはX
−X方向へ延出されたた延出部J1,J1と、Y−Y方
向へ延出された延出部J2,J2と、Z−Z方向へ延出
された延出部J3,J3とがそれぞれ他の建材Kと連結
するために形成される。At the central portion of the assembled multidirectional joint J, the joint portions J in which the intersecting portions 8 and 11 of the respective joint elements 1 and 11 and the joint wall 9 are joined to each other by the adhesive applied to their overlapping surfaces, respectively.
0 is formed and X is formed at each end of the multidirectional joint J.
Extending portions J1 and J1 extending in the −X direction, extending portions J2 and J2 extending in the YY direction, and extending portions J3 and J3 extending in the ZZ direction. Are formed to connect with other building materials K, respectively.
多方向継手Jの各延出部J1,J2,J3に連結される
各建材Kの先端部には両継手エレメント1,2の板厚T
と等しい厚さを有する2個の挿入部K1が板厚Tと等し
い間隙を隔ててそれぞれ形成され、各建材Kは両挿入部
K1が第1継手エレメント列3間、もしくは第2継手エ
レメント列4間に挿入されれ、延出部J1,J2,J3
に接着剤によって接着されてボルト及びナットによって
締結された状態で、多方向継手Jにそれぞれ連結され
る。At the tip of each building material K connected to each extension J1, J2, J3 of the multidirectional joint J, the plate thickness T of both joint elements 1, 2 is provided.
Two insertion parts K1 having a thickness equal to the plate thickness T are formed with a gap equal to the plate thickness T, and both insertion parts K1 of the building material K are located between the first joint element rows 3 or the second joint element rows 4 Inserted between the extension parts J1, J2, J3
Are connected to the multidirectional joint J in a state where they are adhered to each other with an adhesive and fastened with bolts and nuts.
建材Kとの連結が可能な延出部J1,J2,J3の個
数、すなわち、多方向継手Jの連結方向数を上記実施例
の6方向の外に第5図、第6図、第7図に示すように3
方向、4方向、5方向とすることができる。すなわち、
第5図(A),(B),(C),(D)、第6図(A),(B)、第7図(A),
(B),(C)に示す多方向継手Jを組立てる場合には第8図
(A),(B)示すように、片側の連結部5を切除した第1継
手エレメント1A、もしくは片側の連結部6を切除した
第2継手エレメント2Aを使用し、また、第6図(C),
(D)に示すような十形状の多方向継手Jは両側に連結部
5を有する1組の第1継手エレメント群15と、両側に
連結部材6を有する1組の第2継手エレメント群16と
によって組立てることができる。The number of extending portions J1, J2, J3 that can be connected to the building material K, that is, the number of connecting directions of the multidirectional joint J is set outside the six directions of the above-described embodiment, as shown in FIGS. 5, 6, and 7. As shown in 3
The number of directions can be four, five and five. That is,
5 (A), (B), (C), (D), 6 (A), (B), 7 (A),
Fig. 8 when assembling the multidirectional joint J shown in (B) and (C)
As shown in (A) and (B), the first joint element 1A in which the connecting portion 5 on one side is cut off or the second joint element 2A in which the connecting portion 6 on one side is cut off is used, and FIG. ),
The ten-shaped multidirectional joint J as shown in (D) includes a set of first joint element groups 15 having connecting portions 5 on both sides and a set of second joint element groups 16 having connecting members 6 on both sides. Can be assembled by
また、板厚がTで長さが第1継手エレメント1の長さと
等しく、任意長さの板幅を有し、切欠き部7A,7B、
嵌合凹部10が形成されていない補助継手エレメント1
8を第1,第2継手エレメント1,2の外に併用して多
方向継手Jに接合してもよい。例えば、第9図に示すよ
うに、X−X方向へ指向した3×2個の第2継手エレメ
ント2と、Y−Y方向へ指向した3×3個の第1継手エ
レメント1(もしくは第2継手エレメント2)と、Z−
Z方向へ指向した2×3個の第1継手エレメント1とに
よって多方向継手Jを組立て、Z−Z方向へ指向した3
列の第1継手エレメント列3の前側及び後側にそれぞれ
補助継手エレメント18を密接状態で重ね合わせると、
延出部J2の断面形状を、連結される建材Kの断面形状
に合わせて長辺と短辺とを有する長方形状に変形させる
ことができる。In addition, the plate thickness is T, the length is equal to the length of the first joint element 1, the plate width is an arbitrary length, and the cutouts 7A, 7B,
Auxiliary joint element 1 in which the fitting recess 10 is not formed
8 may be used together with the outside of the first and second joint elements 1 and 2 and joined to the multidirectional joint J. For example, as shown in FIG. 9, 3 × 2 second joint elements 2 oriented in the XX direction and 3 × 3 first joint elements 1 (or the second joint element 1 oriented in the YY direction). Joint element 2) and Z-
The multidirectional joint J is assembled by the 2 × 3 first joint elements 1 oriented in the Z direction, and the multidirectional joint J is oriented in the ZZ direction.
When the auxiliary joint elements 18 are superposed in close contact with each other on the front side and the rear side of the first joint element row 3 of the row,
The cross-sectional shape of the extending portion J2 can be transformed into a rectangular shape having long sides and short sides according to the cross-sectional shape of the building material K to be connected.
次に、第1図に示す6方向の多方向継手Jを組立てる手
順を第4図に従って説明する。Next, a procedure for assembling the 6-direction multidirectional joint J shown in FIG. 1 will be described with reference to FIG.
まず、長さが5Tの切欠き部7Aに2個の接合壁9を接
着してそれぞれ形成される3個の第2継手エレメント2
−a,2−b,2−cを、その板厚方向と配列方向とを
一致させた状態でそれぞれX−X方向へ指向させて板厚
T分の間隙を隔ててY−Y方向へ配列する(第4図(A)
参照)。但し、各接合壁9は多方向継手Jの組立て途中
で切欠き部7Aの底面7aに接着される。First, three second joint elements 2 each formed by adhering two joint walls 9 to the notch portion 7A having a length of 5T.
-A, 2-b, 2-c are aligned in the XX direction with the plate thickness direction and the array direction aligned, and are arrayed in the YY direction with a gap corresponding to the plate thickness T. Yes (Fig. 4 (A)
reference). However, each joint wall 9 is bonded to the bottom surface 7a of the cutout portion 7A during the assembly of the multidirectional joint J.
次に、長さが5Tの切欠き部7Aを有し、Y−Y方向へ
指向させた第1継手エレメント(もしくは第2継手エレ
メント)1−aの交差部8を各第2継手エレメント2−
a,2−b,2−cの左端の嵌合凹部10内に上方から
嵌合して第1継手エレメント(もしくは第2継手エレメ
ント)1−aを各第2継手エレメント2−a,2−b,
2−cに直交状に結合する(第4図(B)参照)。Next, each of the second joint elements 2- has the notch portion 7A having a length of 5T and the intersection portion 8 of the first joint element (or the second joint element) 1-a oriented in the YY direction.
The first joint element (or the second joint element) 1-a is fitted into the fitting concave portion 10 at the left end of the a, 2-b, 2-c from above and the second joint element 2-a, 2-. b,
2-c is connected orthogonally (see FIG. 4 (B)).
次に、長さが6Tの切欠き部7Bを有し、Z−Z方向へ
指向させた第1継手エレメント1−bの交差部8を前端
及び中央の両第2継手エレメント2−a,2−b間に横
方向から挿入して既存の第1継手エレメント(もしくは
第2継手エレメント)1−aの交差部8(11)に密接
させ、切欠き部7B内の下端に前端の第2継手エレメン
ト2−aの交差部11及び接合壁9を嵌合する(第4図
(C)参照)。Next, the intersection portion 8 of the first joint element 1-b, which has the notch portion 7B with a length of 6T and is oriented in the ZZ direction, is provided at both the front end and the center of the second joint element 2-a, 2. -B between the first joint element (or the second joint element) 1-a of the existing by inserting from the lateral direction, the second joint at the front end to the lower end in the cutout portion 7B. The intersection portion 11 and the joint wall 9 of the element 2-a are fitted (FIG. 4).
(See (C)).
同様にして、長さが6Tの切欠き部7Bを有し、Z−Z
方向へ指向させた第1継手エレメント1−dの交差部8
を中央及び後端の両第2継手エレメント2−b,2−c
間に挿入し、Z−Z方向へ指向させた既存の第1継手エ
レメント1−bの後側に重ね合わせる(第4図(D)参
照)。Similarly, a notch portion 7B having a length of 6T is provided, and ZZ
Intersection 8 of the first joint element 1-d oriented in the direction
Both the central and rear end second joint elements 2-b, 2-c
Inserted in between, and superposed on the rear side of the existing first joint element 1-b oriented in the ZZ direction (see FIG. 4 (D)).
次に、長さが5Tの切欠き部7Aを有し、Y−Y方向へ
指向させた第1継手エレメント(もしくは第2継手エレ
メント)1−cを、その交差部8を各第2継手エレメン
ト2−a,2−b,2−cの中央の各嵌合凹部10内に
それぞれ嵌合してY−Y方向へ指向させた既存の第1継
手エレメント(もしくは第2継手エレメント)1−aの
右側側に板厚T分の間隙を隔てて配列する(第4図(E)
参照)。Next, a first joint element (or second joint element) 1-c having a notch portion 7A having a length of 5T and oriented in the YY direction, and its intersection portion 8 at each second joint element. An existing first joint element (or second joint element) 1-a fitted in the respective fitting recesses 10 in the center of 2-a, 2-b, and 2-c and oriented in the YY direction Are arranged on the right side of the plate with a gap corresponding to the plate thickness T (Fig. 4 (E)).
reference).
次に、長さが6Tの切欠き部7Bを有し、Z−Z方向へ
指向させた第1継手エレメント1−fを、その交差部8
を前端及び中央の両第2継手エレメント2−a,2−b
間に横方向から挿入してY−Y方向へ指向させた既存の
第1継手エレメント(もしくは第2継手エレメント)1
−cの交差部8(11)に密接させ、Z−Z方向へ指向
させた既存の第1継手エレメント1−bの右側に板厚T
分の間隙を隔てて並列させる(第4図(F)参照)。Next, the first joint element 1-f having the cutout portion 7B having a length of 6T and oriented in the ZZ direction is connected to the intersection portion 8 thereof.
Both the front end and the center second joint elements 2-a, 2-b
An existing first joint element (or second joint element) 1 inserted laterally between and oriented in the YY direction
-C has a plate thickness T on the right side of the existing first joint element 1-b that is closely contacted with the intersection 8 (11) and is oriented in the ZZ direction.
Align them with a gap between them (see Fig. 4 (F)).
同様にして、Z−Z方向へ指向させた第1継手エレメン
ト1−hをZ−Z方向へ指向させた既存の第1継手エレ
メント1−fの後側に重ね合わさせる(第4図(G)参
照)。Similarly, the first joint element 1-h oriented in the ZZ direction is superposed on the rear side of the existing first joint element 1-f oriented in the ZZ direction (Fig. 4 (G)). reference).
次に、長さが5Tの切欠き部7Aを有し、Y−Y方向へ
指向させた第1継手エレメント(もしくは第2継手エレ
メント)1−eの交差部8(11)を各第2継手エレメ
ント2−a,2−b,2−cの右端の嵌合凹部10内に
上方から嵌合し、第1継手エレメント(もしくは第2継
手エレメント)1−eをY−Y方向へ指向させた既存の
第1継手エレメント(もしくは第2継手エレメント)1
−cの右側に板厚T分の間隙を隔てて配列する(第4図
(H)参照)。Next, each of the second joints has a notch portion 7A having a length of 5T and an intersection portion 8 (11) of the first joint element (or second joint element) 1-e oriented in the YY direction. The first joint element (or the second joint element) 1-e was oriented in the YY direction by fitting from above into the fitting recess 10 at the right end of the elements 2-a, 2-b, 2-c. Existing first joint element (or second joint element) 1
Arranged on the right side of -c with a gap corresponding to the plate thickness T (Fig. 4).
(See (H)).
次に、Y−Y方向へ指向させた3個の第2継手エレメン
ト2−d,2−e,2−fをX−X方向へ指向させた既
存の各第2継手エレメント2−a,2−b,2−cの上
側にそれぞれ重ね合わせてY−Y方向へ板厚T分の間隙
を隔てて配列する(第4図(I)参照)。Next, the existing second joint elements 2-a, 2 in which the three second joint elements 2-d, 2-e, 2-f oriented in the YY direction are oriented in the XX direction. -B and 2-c are overlaid on each other and arranged in the Y-Y direction with a gap corresponding to the plate thickness T (see FIG. 4 (I)).
次に、長さが5Tの切欠き部7Aをそれぞれ有し、Y−
Y方向へ指向させた3個の第1継手エレメント(もしく
は第2継手エレメント)1−g,1−i,1−kをY−
Y方向へ指向させた既存の第1継手エレメント(もしく
は第2継手エレメント)1−a,1−c,1−eの上側
にそれぞれ重ね合わせてX−X方向へ板厚T分の間隙を
隔てて配列する(第4図(J)参照)。Next, each has a notch portion 7A having a length of 5T, and Y-
The three first joint elements (or second joint elements) 1-g, 1-i, and 1-k oriented in the Y direction are connected to the Y-
The first joint element (or the second joint element) 1-a, 1-c, 1-e, which has been oriented in the Y direction, is overlaid on top of each other, and a gap corresponding to the plate thickness T is separated in the XX direction. (See Fig. 4 (J)).
次に、X−X方向へ指向させた3個の第2継手エレメン
ト2−g,2−h,2−iをX−X方向へ指向させた既
存の第2継手エレメント2−d,2−e,2−fの上側
にそれぞれ重ね合わせてY−Y方向へ板厚T分の間隙を
隔てて配列し、3列の第2継手エレメント列4を形成す
る(第4図(K)参照)。このとき、3個の第2継手エレ
メント2−g,2−h,2−iのうちの2個の第2継手
エレメント2−g,2−hの交差部11及び両接合壁9
をZ−Z方向へ指向させた既存の各第1継手エレメント
1−b,1−f,1−d,1−hの切欠き部7B内に嵌
合し、1個の第2継手エレメント2−iの交差部11及
び両接合壁9を両第1継手エレメント1−d,1−hの
交差部8の後側に重ね合わせる。Next, the existing second joint elements 2-d, 2-in which the three second joint elements 2-g, 2-h, 2-i oriented in the XX direction are oriented in the XX direction. e and 2-f are overlaid on each other and arranged in the Y-Y direction with a gap corresponding to the plate thickness T to form three second joint element rows 4 (see FIG. 4 (K)). . At this time, the intersection portion 11 and the joint walls 9 of the two second joint elements 2-g, 2-h among the three second joint elements 2-g, 2-h, 2-i.
Of the existing first joint elements 1-b, 1-f, 1-d, 1-h oriented in the ZZ direction, and the second joint element 2 The intersection portion 11 of -i and both joint walls 9 are overlapped on the rear side of the intersection portion 8 of both first joint elements 1-d and 1-h.
次に、長さが5Tの切欠き部7Aを有し、Y−Y方向へ
指向させた3個の第1継手エレメント(もしくは第2継
手エレメント)1−m,1−o,1−qをY−Y方向へ
指向させた既存の第1継手エレメント(もしくは第2継
手エレメント)1−g,1−i,1−kの上側にそれぞ
れ重ね合わせてX−X方向へ板厚T分の間隙を隔てて配
列し、3列の第1継手エレメント列3(もしくは第2継
手エレメント列4)を形成する(第4図(L)参照)。Next, the three first joint elements (or second joint elements) 1-m, 1-o, and 1-q each having a notch portion 7A having a length of 5T and oriented in the YY direction are provided. The first joint element (or the second joint element) 1-g, 1-i, and 1-k, which are oriented in the YY direction, are superposed on top of each other, and a gap corresponding to the plate thickness T in the XX direction. Are spaced apart from each other to form three first joint element rows 3 (or second joint element rows 4) (see FIG. 4 (L)).
次に、長さが6Tの切欠き部7Bを有し、Z−Z方向へ
指向させた2個の第1継手エレメント1−j,1−lを
Z−Z方向へ指向させた既存の第1継手エレメント1−
d,1−hの後側にそれぞれ重ね合わせてX−X方向へ
板厚T分の間隙を隔てて配列し、2列の第1継手エレメ
ント列3を形成する(第4図(M)参照)。Next, there is a notch portion 7B having a length of 6T, and the two first joint elements 1-j and 1-l oriented in the ZZ direction are the existing first components oriented in the ZZ direction. 1 joint element 1-
d and 1-h are overlapped with each other and arranged in the XX direction with a gap corresponding to the plate thickness T to form two first joint element rows 3 (see FIG. 4 (M)). ).
最後に、長さが6Tの切欠き部7Bを有し、Z−Z方向
へ指向させた3個の第1継手エレメント1−n,1−
p,1−rを、前端の第1継手エレメント1−nの交差
部8を前端及び中央の両第2継手エレメント列4間に挿
入し、中央の第1継手エレメント1−pの交差部8を中
央及び後端の両第2継手エレメント列4間に挿入し、後
端の第1継手エレメント1−rの交差部8を後端の第2
継手エレメント列4にその後側で交差させた状態でY−
Y方向へ重ね合わせ、Z−Z方向へ指向させた中央の第
1継手エレメント列4の右側に板厚T分の間隙を隔てて
配列すると、建材Kとの連結方向が6方向で各方向のエ
レメント数が3×3個の多方向継手Jを組立てることが
できる。Finally, the three first joint elements 1-n, 1-n having the notch 7B having a length of 6T and oriented in the ZZ direction are provided.
p, 1-r, the intersection 8 of the first joint element 1-n at the front end is inserted between both front and center second joint element rows 4, and the intersection 8 of the first joint element 1-p at the center is inserted. Is inserted between the second joint element rows 4 at both the center and the rear end, and the intersection 8 of the first joint element 1-r at the rear end is connected to the second joint element at the rear end.
Y-with the joint element row 4 crossed on the rear side
When they are overlapped in the Y direction and arranged on the right side of the central first joint element row 4 oriented in the ZZ direction with a gap corresponding to the plate thickness T, the connecting directions with the building material K are 6 directions, and A multidirectional joint J having 3 × 3 elements can be assembled.
続いて、上記した構成をもつ実施例の作用と効果を説明
する。Next, the operation and effect of the embodiment having the above-mentioned configuration will be described.
本例では板厚Tの2倍の板幅を有する板材に板厚Tの5
倍及び6倍の長さと、板厚Tと等しい深さとを有する切
欠き部7A,7Bを長手方向に沿って凹設してそれぞれ
作成された各9個の第1継手エレメント1を、その板厚
方向を一致させた状態で同方向へ指向させた2組乃至1
組の第1継手エレメント群15と、1辺の長さが板厚T
と等しい6つの正方形面を有する正六面体状の適数個の
接合壁9を、この接合壁9と等しい形状を有する複数個
の嵌合凹部10が接合壁9を隔てて形成されるように第
1継手エレメント1の切欠き部7Aの底面7aに接合し
てそれぞれ作成される9個の第2継手エレメント2を、
その板厚方向を一致させた状態で同方向へ指向させた1
組乃至2組の第2継手エレメント群16とを、長さが5
Tの切欠き部7をそれぞれ有する3個の第1継手エレメ
ント1もしくは第2継手エレメント2を板幅方向と配列
方向とを一致させて密接状態で配列した3列の第1継手
エレメント列3もしくは第2継手エレメント列4が板厚
Tと等しい間隙を隔てて板厚方向へ並列し、長さが6T
の切欠き部7Bをそれぞれ有する3個の第1継手エレメ
ント1を板幅方向と配列方向とを一致させて密接状態で
配列した3列の第1継手エレメント3が板厚Tと等しい
間隙を隔てて板厚方向へ並列し、3個の第2継手エレメ
ント2を板幅方向と配列方向とを一致させて密接状態で
配列した3列の第2継手エレメント列4が板厚Tと等し
い間隙を隔てて板厚方向へ並列した状態で、直交状に交
差させて接合してある。In this example, a plate having a width twice the plate thickness T has a plate thickness of 5
Nine first joint elements 1 each made by recessing notches 7A, 7B having a length of 6 times and 6 times and a depth equal to the plate thickness T along the longitudinal direction, 2 sets or 1 oriented in the same direction with their thickness directions aligned
Of the first joint element group 15 and the length of one side is the plate thickness T
An appropriate number of regular hexahedron-shaped joining walls 9 having six square surfaces equal to the above are formed so that a plurality of fitting recesses 10 having the same shape as the joining walls 9 are formed with the joining walls 9 separated from each other. The nine second joint elements 2 each formed by joining to the bottom surface 7a of the cutout portion 7A of the one joint element 1,
Oriented in the same direction with the plate thickness directions aligned 1
And the second joint element group 16 of two or more pairs, the length is 5
Three first joint element rows 3 in which three first joint elements 1 or second joint elements 2 each having a T notch portion 7 are arranged in close contact with the plate width direction and the arrangement direction aligned, or The second joint element row 4 is juxtaposed in the plate thickness direction with a gap equal to the plate thickness T, and has a length of 6T.
Three first joint elements 1 each having a notch 7B are arranged in close contact with the plate width direction and the arrangement direction so that three rows of the first joint elements 3 are separated by a gap equal to the plate thickness T. In parallel with each other in the plate thickness direction, and three second joint element rows 4 in which three second joint elements 2 are arranged in close contact with the plate width direction and the arrangement direction aligned with each other have a gap equal to the plate thickness T. In the state of being spaced apart and juxtaposed in the plate thickness direction, they are joined by intersecting each other at right angles.
このため、加工が容易で単純な形態を有する第1,第2
継手エレメント1,2を順次接合することによって多方
向継手Jを容易に組立てることができるとともに、両継
手エレメント1,2の接合面積が増大するので、多方向
継手J自体の構造的強度及び多方向継手Jと建材Kとの
連結強度を増強することができ、また、多方向継手Jに
連結される建材本数を増加することができる。Therefore, it is easy to process the first and second parts having a simple form.
The multidirectional joint J can be easily assembled by sequentially joining the joint elements 1 and 2, and the joint area of both joint elements 1 and 2 is increased. The connection strength between the joint J and the building material K can be increased, and the number of building materials connected to the multidirectional joint J can be increased.
とくに、第1継手エレメント1の切欠き部7Aの底面7
aに接合壁9を接合して第2継手エレメント2を作成す
ることができるので、第2継手エレメント2の嵌合凹部
10を形成するための精密な切削加工が不要となり、第
2継手エレメント2の作成手数を軽減して第2継手エレ
メントを能率的に作成することができる。また、多方向
継手Jを組立てながら接合壁9を接着する場合には多方
向継手Jの組立てを簡易化することができる。In particular, the bottom surface 7 of the cutout portion 7A of the first joint element 1
Since the second joint element 2 can be formed by joining the joint wall 9 to a, the precise cutting process for forming the fitting recess 10 of the second joint element 2 becomes unnecessary, and the second joint element 2 It is possible to efficiently create the second joint element by reducing the number of preparation steps. Further, when the joint wall 9 is bonded while assembling the multidirectional joint J, the assembly of the multidirectional joint J can be simplified.
図面は本発明の一実施例を示すもので、第1図は6方向
の多方向継手の斜視図、第2図(A),(B)はそれぞれ第1
継手エレメントの斜視図、第3図は第2継手エレメント
の斜視図、第4図(A)〜(N)は多方向継手の組立て過程を
順に示す斜視図、第5図(A),(B),(C),(D)はそれぞれ3
方向の多方向継手を示す略体斜視図、第6図(A),(B),
(C),(D)はそれぞれ4方向の多方向継手を示す略体斜視
図、第7図(A),(B),(C)はそれぞれ5方向の多方向継手
を示す略体斜視図、第8図(A),(B)はそれぞれ第1継手
エレメント及び第2継手エレメントの他例を示す斜視
図、第9図は6方向の多方向継手の他例を示す斜視図で
ある。 1……第1継手エレメント 2……第2継手エレメント 3……第1継手エレメント列 4……第2継手エレメント列 7A,7B……切欠き部 8……交差部 9……接合壁 10……嵌合凹部 15……第1継手エレメント群 16……第2継手エレメント群 J……多方向継手The drawings show an embodiment of the present invention. FIG. 1 is a perspective view of a multidirectional joint in 6 directions, and FIGS. 2 (A) and 2 (B) are respectively a first view.
FIG. 3 is a perspective view of the joint element, FIG. 3 is a perspective view of the second joint element, FIGS. 4 (A) to (N) are perspective views showing the assembling process of the multidirectional joint in order, and FIG. 5 (A), (B). ), (C), (D) are 3 respectively
Directional multi-directional joint schematic perspective view, FIG. 6 (A), (B),
(C) and (D) are schematic perspective views showing multidirectional joints in four directions, and FIGS. 7 (A), (B), and (C) are schematic perspective views showing multidirectional joints in five directions. 8 (A) and 8 (B) are perspective views showing other examples of the first joint element and the second joint element, and FIG. 9 is a perspective view showing another example of the 6-direction multidirectional joint. 1 …… First joint element 2 …… Second joint element 3 …… First joint element row 4 …… Second joint element row 7A, 7B …… Notch portion 8 …… Intersection portion 9 …… Joining wall 10 ・ ・ ・… Mating recess 15 …… First joint element group 16 …… Second joint element group J …… Multi-directional joint
Claims (1)
数倍の長さと、板厚と等しい深さとを有する切欠き部を
長手方向に沿って凹設してそれぞれ作成された適数個の
第1継手エレメントを、その板厚方向を一致させた状態
で同方向へ指向させて並列させた第1継手エレメント群
と、1辺の長さが板厚と等しい6つの正方形面を有する
正六面体状の適数個の接合壁を、この接合壁と等しい形
状を有する複数個の嵌合凹部が前記接合壁を隔てて形成
されるように前記切欠き部の底面に接合してそれぞれ作
成される適数個の第2継手エレメントを、その板厚方向
を一致させた状態で同方向へ指向させて並列させた第2
継手エレメント群とを直交状に交差させて接合したこと
を特徴とする多方向継手。1. A plate material having a plate width twice the plate thickness, and a notch portion having a length that is a multiple of the plate thickness and a depth equal to the plate thickness are recessed along the longitudinal direction. Six squares having a first joint element group in which a proper number of the first joint elements are arranged in parallel in the same direction with the plate thickness directions thereof aligned, and one side length is equal to the plate thickness. An appropriate number of regular hexahedron-shaped joining walls having surfaces are joined to the bottom surface of the notch so that a plurality of fitting recesses having the same shape as the joining walls are formed with the joining walls separated from each other. A plurality of second joint elements, each of which is formed by the above, are oriented in the same direction and are arranged in parallel with their plate thickness directions being aligned.
A multidirectional joint characterized in that the joint element group and the joint element group are crossed at right angles and joined.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33979490A JPH0657978B2 (en) | 1990-11-30 | 1990-11-30 | Multi-directional joint |
| CA 2048862 CA2048862C (en) | 1990-11-30 | 1991-08-09 | Joint for connecting construction materials |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33979490A JPH0657978B2 (en) | 1990-11-30 | 1990-11-30 | Multi-directional joint |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04209225A JPH04209225A (en) | 1992-07-30 |
| JPH0657978B2 true JPH0657978B2 (en) | 1994-08-03 |
Family
ID=18330872
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP33979490A Expired - Fee Related JPH0657978B2 (en) | 1990-11-30 | 1990-11-30 | Multi-directional joint |
Country Status (2)
| Country | Link |
|---|---|
| JP (1) | JPH0657978B2 (en) |
| CA (1) | CA2048862C (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5830493A (en) * | 1981-08-18 | 1983-02-22 | Matsushita Electric Ind Co Ltd | Pump case of gear pump |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013051105A1 (en) * | 2011-10-04 | 2013-04-11 | トヨタ自動車株式会社 | Power reception device, power transmission device, and power transmission system |
| JP7063111B2 (en) * | 2018-05-24 | 2022-05-09 | 株式会社大林組 | Column-beam joining structure and column-beam joining method |
-
1990
- 1990-11-30 JP JP33979490A patent/JPH0657978B2/en not_active Expired - Fee Related
-
1991
- 1991-08-09 CA CA 2048862 patent/CA2048862C/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5830493A (en) * | 1981-08-18 | 1983-02-22 | Matsushita Electric Ind Co Ltd | Pump case of gear pump |
Also Published As
| Publication number | Publication date |
|---|---|
| CA2048862C (en) | 1995-02-07 |
| JPH04209225A (en) | 1992-07-30 |
| CA2048862A1 (en) | 1992-05-31 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |