JPH07279260A - Connection structure for long material in wooden building - Google Patents
Connection structure for long material in wooden buildingInfo
- Publication number
- JPH07279260A JPH07279260A JP9790094A JP9790094A JPH07279260A JP H07279260 A JPH07279260 A JP H07279260A JP 9790094 A JP9790094 A JP 9790094A JP 9790094 A JP9790094 A JP 9790094A JP H07279260 A JPH07279260 A JP H07279260A
- Authority
- JP
- Japan
- Prior art keywords
- wedge
- fitting
- joining
- holes
- joint
- 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.)
- Granted
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- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は木造建築物における長尺
材の接合構造の改良に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to improvement of a joint structure of long members in a wooden building.
【０００２】[0002]
【従来の技術】木造建築物において、２材を接合した
梁，柱等の長尺材を得る接合構造としては、切り刻み，
穿孔等の加工によるものや、釘，ボルト・ナット，ジベ
ル，フランジプレート等の接合金具によるもの、接着剤
によるもの、これらを併用するもの等各種の型式が知ら
れている。2. Description of the Related Art In a wooden building, as a joining structure for obtaining a long member such as a beam or a column in which two members are joined,
Various types are known, such as those by processing such as drilling, those by means of joining metal fittings such as nails, bolts / nuts, dowels, flange plates, those by means of adhesives, and those which use these in combination.
【０００３】[0003]
【発明が解決しようとする課題】これら各種の型式のも
のは、いずれもムクの一般木材を接合するのに開発採用
されているものであって、それなりの作用効果を奏する
とは認められるが、近時、注目されかつ建築されるよう
になっている構造用集成材を主要構造部に使用する大規
模木造建築物における長尺材の接合構造としては、剪断
耐力や緊締強度が不足する、接合金具が露出して不体裁
である、構造が複雑である等の欠点があり必ずしも満足
できるものではない。All of these various types have been developed and adopted for joining general wood of Muku, and although it is recognized that they have some action and effect, As a joining structure for long timbers in large-scale wooden buildings using structural laminated lumber for the main structure part, which has recently been attracting attention and is being constructed, it is insufficient in shear strength and tightening strength. It is not always satisfactory because of the drawbacks such as the metal fittings being exposed and unshaped and the structure being complicated.
【０００４】本発明の目的は、一般木材を使用した木造
建築物においてはもちろん構造用集成材を使用した大規
模木造建築物においても、簡単な構造により当該２材を
十分な剪断耐力および緊締強度で、しかも、体裁よく接
合した梁，柱等の長尺材の接合構造を提供することにあ
る。The object of the present invention is not only in the wooden construction using general wood but also in the large-scale wooden construction using the structural laminated wood, it is possible to obtain sufficient shear strength and tightening strength of the two materials by a simple structure. Moreover, it is another object of the present invention to provide a joining structure of long members such as beams and columns that are joined well in appearance.
【０００５】[0005]
【課題を解決するための手段】本発明木造建築物におけ
る長尺材の接合構造の構成は次のとおりである。接合金
具ａ，ｄが、その中央に所要の間隔をおいた両側に楔窓
孔２1 ，２2 ，２′1 ，２′2 ，１２1 ，１２2 ，１
２′1 ，１２′2 を開設している。[Means for Solving the Problems] The construction of the joining structure of long members in the wooden structure of the present invention is as follows. Joining metal fittings a and d are provided with wedge window holes 2 1 , 2 2 , 2 ' 1 , 2' 2 , 12 1 , 12 2 , 1 on both sides with a required interval in the center.
2 has opened a '1, 12' 2.
【０００６】梁部材ｂ，ｂ′あるいは柱部材ｅ，ｅ′等
の２材が、その材軸に沿い、かつ接合端面３，３′，１
３，１３′に開口するとともに、上記接合金具ａ，ｄの
長さのほぼ半分の深さの嵌合空処４，４′，１４，１
４′を有し、しかも、該嵌合空処４，４′，１４，１
４′を横断するとともに上記楔窓孔２1 ，２2 ，
２′1 ，２′2 ，１２1 ，１２2 ，１２′1 ，１２′2
とほぼ同じ大きさの楔挿通孔５1，５2 ，５′1 ，５′
2 ，１５1 ，１５2 ，１５′1 ，１５′2 を貫通形成し
ている。Two members, such as beam members b and b'or column members e and e ', are arranged along the axis of the members and are joined end faces 3, 3', 1
Fitting spaces 4,4 ', 14,1 which are opened to 3,13' and have a depth of about half the length of the above-mentioned joining fittings a, d.
4 ', and the fitting space 4, 4', 14, 1
4'and the wedge window holes 2 1 , 2 2 ,
2 '1, 2' 2, 12 1, 12 2, 12 '1, 12' 2
When substantially wedge insertion holes 5 1 of the same size, 5 2, 5 '1, 5'
2 , 15 1 , 15 2 , 15 ' 1 and 15' 2 are formed through.
【０００７】上記梁部材ｂ，ｂ′または柱部材ｅ，ｅ′
等の２材が、その嵌合空処４，４′，１４，１４′を、
接合金具ａ，ｄの両側に嵌合するとともに互いに対応し
ている楔挿通孔５1 ，５2 ，５′1 ，５′2 ，１５1 ，
１５2 ，１５′1 ，１５′2と楔窓孔２1 ，２2 ，２′
1 ，２′2 ，１２1 ，１２2 ，１２′1 ，１２′2 に、
打込み細長楔９，９′，１９，１９′を打設挿入するこ
とにより、互いの接合端面３，３′，１３，１３′を圧
接緊締している。The beam members b, b'or the column members e, e '
, Etc., the fitting spaces 4, 4 ', 14, 14',
Wedge insertion holes 5 1 , 5 2 , 5 ' 1 , 5' 2 , 15 1 , which are fitted on both sides of the joining fittings a, d and correspond to each other.
15 2 , 15 ' 1 , 15' 2 and wedge window holes 2 1 , 2 2 , 2 '
1, 2 '2, 12 1, 12 2, 12' 1, 12 '2,
By inserting and inserting the driving elongated wedges 9, 9 ', 19, 19', the joint end faces 3, 3 ', 13, 13' are pressed and tightened.
【０００８】上記において、接合金具ａ，ｄの両端部、
さらに詳しくは、上記楔窓孔２1 ，２2 ，２′1 ，２′
2 ，１２1 ，１２2 ，１２′1 ，１２′2 の外方に、こ
れらの楔窓孔に直交する他の楔窓孔２3 ，２4 ，
２′3 ，２′4 ，１２3 ，１２4 ，１２′3 ，１２′4
を開設し、また、梁部材ｂ，ｂ′あるいは柱部材ｅ，
ｅ′等の２材に上記楔挿通孔５1 ，５2 ，５′1 ，５′
2 ，１５1 ，１５2 ，１５′1，１５′2 のほかに、こ
れの楔挿通孔と直交する方向の楔挿通孔５3 ，５4 ，
５′3 ，５′4 ，１５3 ，１５4 ，１５′3 ，１５′4
を貫通形成し、上記梁部材ｂ，ｂ′または柱部材ｅ，
ｅ′等の２材を、その嵌合空処４，４′，１４，１４′
を、接合金具ａ，ｄの両側に嵌合するとともに互いに対
応している楔挿通孔５1 ，５2 ，５′1 ，５′2 ，１５
1 ，１５2 ，１５′1 ，１５′2 と楔窓孔２1，２2 ，
２′1 ，２′2 ，１２1 ，１２2 ，１２′1 ，１
２′2 、および楔挿通孔５3 ，５4 ，５′3 ，５′4 ，
１５3 ，１５4 ，１５′3 ，１５′4 と楔窓孔２3 ，２
4 ，２′3 ，２′4 ，１２3 ，１２4 ，１２′3 ，１
２′4 に、打込み細長楔９，９′，１９，１９′を打設
すると、これら打込み細長楔は接合する２材の各々にお
いて縦横に挿着配置することになり、当該圧接緊締度は
一層強化されるとともに、直交する各方向から作用する
剪断歪みに有効に対抗できて好適である。In the above, both end portions of the joint fittings a and d,
More particularly, the Kusabimadoana 2 1, 2 2, 2 '1, 2'
On the outside of 2 , 12 1 , 12 2 , 12 ′ 1 , 12 ′ 2 , other wedge window holes 2 3 , 2 4 , which are orthogonal to these wedge window holes,
2 '3, 2' 4, 12 3, 12 4, 12 '3, 12' 4
, Beam members b, b'or column members e,
The wedge insertion holes 5 1 , 5 2 , 5 ' 1 , 5'in two materials such as e'.
In addition to 2 , 15 1 , 15 2 , 15 ' 1 and 15' 2 , wedge insertion holes 5 3 , 5 4 in a direction orthogonal to the wedge insertion holes of these,
5 '3, 5' 4, 15 3, 15 4, 15 '3, 15' 4
To form the beam member b, b ′ or the column member e,
Two materials such as e ′ are fitted into the fitting spaces 4, 4 ′, 14, 14 ′.
Are fitted into both sides of the joining metal fittings a and d and correspond to each other, the wedge insertion holes 5 1 , 5 2 , 5 ′ 1 , 5 ′ 2 , 15
1 , 15 2 , 15 ' 1 , 15' 2 and wedge window holes 2 1 , 2 2 ,
2 '1, 2' 2, 12 1, 12 2, 12 '1, 1
2 ′ 2 , and wedge insertion holes 5 3 , 5 4 , 5 ′ 3 , 5 ′ 4 ,
15 3 , 15 4 , 15 ' 3 , 15' 4 and wedge window holes 2 3 , 2
4, 2 '3, 2' 4, 12 3, 12 4, 12 '3, 1
'4, driving the elongate wedges 9, 9' 2, when pouring the 19, 19 ', these implants elongated wedge will to inserted arranged vertically and horizontally in each of the 2 materials to be joined, the pressure tightening degree more This is preferable because it is reinforced and can effectively counter the shear strain acting from each orthogonal direction.
【０００９】さらに、互いに対応している楔挿通孔と楔
窓孔に、打込み細長楔を打設挿入する前に楔案内片を挿
入しておくと、その打込み細長楔の打設挿入を円滑に行
うことができるとともに、緊締度および剪断耐力を増す
ことができる。Further, if the wedge guide piece is inserted into the corresponding wedge insertion hole and wedge window hole before the inserting and inserting of the driving elongated wedge, the inserting and inserting of the driving elongated wedge can be smoothly carried out. It can be done and the tightness and shear strength can be increased.
【００１０】また、接合金具としては、断面正方形状ま
たは円形等の筒体に限らず、ムクの棒状であってもよい
こと明らかである。Further, it is apparent that the joint fitting is not limited to a cylindrical body having a square or circular cross section, but may be a solid rod.
【００１１】[0011]
【作用】梁部材または柱部材等の２材を、その嵌合空処
を接合金具の両側に嵌合するとともに、互いに対応して
いる楔挿通孔と楔窓孔に、打込み細長楔を打設挿入する
ことにより、互いの接合端面をしっかりと圧接させ、強
固に緊締度でかつ剪断耐力の大きい木造建築物における
長尺材の接合構造を容易に得られる。[Function] Two members such as a beam member or a pillar member are fitted in the fitting spaces on both sides of the joining metal fitting, and a slender wedge is driven into the corresponding wedge insertion hole and wedge window hole. By inserting, the joining end surfaces of the members are firmly pressed together to easily obtain a joining structure of long members in a wooden structure having a strong tightness and a large shear resistance.
【００１２】[0012]
【実施例】図１〜４に示す本発明の第１実施例は、２本
の梁部材を互いに接合してなる梁長尺材の接合構造を示
すものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention shown in FIGS. 1 to 4 shows a joint structure of a long beam member formed by joining two beam members to each other.
【００１３】ａは梁部材ｂ，ｂ′を接合して梁長尺材ｃ
を形成する接合金具である。この接合金具ａは、鋼材製
で断面正方形状の筒体１の中央に所要の間隔をおいた両
側であってかつ対向する側壁１1 ，１2 に楔窓孔２1 ，
２2 ，２′1 ，２′2 を開設している。梁部材ｂ，ｂ′
は、その材軸に沿いかつ接合端面３，３′に開口する断
面正方形状の嵌合空処４，４′を掘削形成している。こ
れら嵌合空処４，４′の深さは接合金具ａのほぼ半分の
長さを有する。Reference symbol a denotes a beam elongated member c formed by joining beam members b and b '.
It is a joint metal fitting that forms. The joint metal a is made of steel and has a square cross section, and has wedge windows 2 1 on both side walls 1 1 and 1 2 which are opposite to each other and are spaced apart from each other at a required distance in the center.
2 2, 2 has opened a '1, 2' 2. Beam members b, b '
Form a fitting space 4,4 'having a square cross section along the material axis and opening at the joint end faces 3,3'. The depths of these fitting spaces 4, 4'are about half the length of the joint metal a.
【００１４】５1 ，５2 ，５′1 ，５′2 は、梁部材
ｂ，ｂ′の材軸に直交させて、すなわち、嵌合空処４，
４′を横断する状態で貫通形成した楔挿通孔で、その両
端を梁部材ｂ，ｂ′の対向する側面６1 ，６2 ，
６′1 ，６′2 に開口させている。しかも、これらは楔
挿通孔５1 ，５2 ，５′1 ，５′2 は、後述のように接
合金具ａの楔窓孔２1 ，２2 ，２′1 ，２′2 と対応す
る位置にそれらとほぼ同じ大きさにして設けられてい
る。5 1 , 5 2 , 5 ' 1 , 5' 2 are orthogonal to the material axes of the beam members b, b ', that is, the fitting space 4,
4'is a wedge insertion hole penetratingly formed so as to traverse 4'and both ends thereof are opposite side faces 6 1 , 6 2 , of the beam members b, b '.
6 is '1, 6' 2 is opened. Moreover, these are the positions where the wedge insertion holes 5 1 , 5 2 , 5 ′ 1 , 5 ′ 2 correspond to the wedge window holes 2 1 , 2 2 , 2 ′ 1 , 2 ′ 2 of the joining metal fitting a as described later. It is installed in the same size as those.
【００１５】７，７′は木製または鋼材製の楔案内片
で、それは、梁部材ｂ，ｂ′の対向する側面６1 と
６2 、６′1 と６′2 間の高さ（または幅）ｌと同じ長
さを有し、かつ、一側面７1 ，７′1 に対して他側面７
2 ，７′2 を傾斜面とした先細のもので、一側面７1 ，
７′1 には上記接合金具ａの楔窓孔２1 ，２2 ，
２′1 ，２′2 の辺縁に噛合する各２本の凹溝８，８，
８′，８′を刻設している。９，９′は木製の打込み細
長楔で、梁部材ｂ，ｂ′の上記の高さ（または幅）ｌよ
り十分に長く、かつ、一側面９1 ，９′1 に対して他側
面９2 ，９′2 を傾斜面とした先細のものである。Reference numerals 7 and 7'are wedge guide pieces made of wood or steel, which are heights (or widths) between the opposite side surfaces 6 1 and 6 2 , 6 ' 1 and 6' 2 of the beam members b and b '. ) Has the same length as l and has one side 7 1 , 7 ' 1 for the other side 7
2, 7 '2 in those tapered and an inclined surface, one side surface 71,
7 ′ 1 has wedge window holes 2 1 , 2 2 ,
2 '1, 2' 2 of each two grooves 8, 8 to be meshed with the edge,
8'and 8'are engraved. 9,9 'in wooden implantation elongated wedge, the beam members b, b' above height (or width) sufficiently longer than l, and an aspect 9 1, 9 'the other side 9 2 against 1 , 9 ' 2 is a tapered surface.
【００１６】梁部材ｂ，ｂ′の接合は、上記接合金具ａ
と楔案内片７，７′および打込み細長楔９，９′を使用
して次のようにして行う。すなわち、梁部材ｂ，ｂ′の
嵌合空処４，４′を接合金具ａの両側半部に嵌合し、楔
挿通孔５1 ，５2 ，５′1 ，５′2 と楔窓孔２1 ，
２2 ，２′1 ，２′2を対応させる（図３）。The beam members b and b'are joined by the above-mentioned joining metal fitting a.
And the wedge guide pieces 7, 7'and the driving elongated wedges 9, 9'are used as follows. That is, the fitting cavities 4 and 4'of the beam members b and b'are fitted to both half portions of the joining metal fitting a, and the wedge insertion holes 5 1 , 5 2 , 5 ' 1 and 5' 2 and the wedge window holes are formed. 2 1 ,
2 2, 2 '1, 2' 2 to the corresponding (Figure 3).
【００１７】次に、これらの楔挿通孔と楔窓孔に楔案内
片７，７′および打込み細長楔９，９′を挿通するもの
であるが、それには、まず、楔案内片７，７′を、それ
らの先細端が揃って梁部材ｂ，ｂ′の同じ側面例えば側
面６1 ，６′1 側に位置するようにして、その凹溝８，
８，８′，８′を楔窓孔２1 ，２2 ，２′1 ，２′2の
辺縁に噛合させて楔挿通孔と楔窓孔に挿通しておき（同
図）、その後、打込み細長楔９，９′を、梁部材ｂ，
ｂ′の上記側面６1 ，６′1 側から楔挿通孔５1，
５2 ，５′1 ，５′2 に挿入して、傾斜面をなす他側面
９2 ，９′2 を楔案内片７，７′の同じく傾斜面をなす
他側面７2 ，７′2 に摺接させながら打ち込む（同
図）。Next, the wedge guide pieces 7, 7'and the driven elongated wedges 9, 9'are inserted through these wedge insertion holes and wedge window holes. First, the wedge guide pieces 7, 7'are inserted therein. ′ So that their tapered ends are aligned and located on the same side surface of the beam members b, b ′, for example, on the side surfaces 6 1 , 6 ′ 1 side,
8, 8 ', 8' advance inserted into Kusabimadoana 2 1, 2 2, 2 '1, 2' is engaged to the second edge and wedge insertion holes and Kusabimado hole (drawing), then, Attach the elongated wedges 9 and 9'to the beam member b,
From the side faces 6 1 and 6 ′ 1 of b ′, the wedge insertion holes 5 1 ,
The other side surfaces 9 2 and 9 ′ 2 forming the inclined surface are inserted into 5 2 , 5 ′ 1 and 5 ′ 2 and the other side surfaces 7 2 and 7 ′ 2 forming the same inclined surface of the wedge guide pieces 7, 7 ′. Drive while making sliding contact (the same figure).
【００１８】この打込み細長楔９，９′の打込みにした
がい、梁部材ｂ，ｂ′は徐々に近寄り、遂には接合端面
３，３′を完全に圧接し緊締状態となる。このように梁
部材ｂ，ｂ′の接合端面３，３′が完全に圧接したと
き、梁部材ｂ，ｂ′の側面６2 ，６′2 の外方に突出し
ている打込み細長楔９，９′の先端を鋸で切断除去す
る。これにより、所期の梁長尺材の接合構造が得られる
（図１，４）。According to the driving of the slender wedges 9 and 9 ', the beam members b and b'approach gradually, and finally the joint end faces 3 and 3'are completely pressed and brought into a tightened state. Thus the beam member b, when b 'joining end face of 3,3' is completely pressed, the beam member b, 'side 6 2, 6' b 2 implantation protrudes outwardly elongated wedge 9,9 Cut off the tip of ′ with a saw. As a result, the desired long beam joint structure is obtained (FIGS. 1 and 4).
【００１９】図５〜７に示す本発明の第２実施例は、２
本の柱部材を互いに接合してなる柱長尺材の接合構造を
示すものである。ｄは柱部材ｅ，ｅ′を接合して梁長尺
材ｆを形成する接合金具である。この接合金具ｄは、鋼
材製で断面円形の筒体１０の中央に所要の間隔をおいた
両側すなわち両側端部１１，１１′で、かつ、その周壁
の対向する部分に楔窓孔１２1 ，１２2 ，１２′1 ，１
２′2 を開設している。柱部材ｅ，ｅ′は、その材軸に
沿いかつ接合端面１３，１３′に開口する断面円形の嵌
合空処１４，１４′を掘削形成している。これら嵌合空
処１４，１４′の深さは接合金具ｄのほぼ半分の長さを
有する。The second embodiment of the present invention shown in FIGS.
It shows a joint structure of a column long member formed by joining column members of a book to each other. Reference numeral d denotes a joint fitting for joining the pillar members e and e'to form the elongated beam material f. The joining metal fittings d are formed on both sides of the tubular body 10 made of steel material and having a circular cross section with a required interval, that is, both side end portions 11 and 11 ', and wedge window holes 12 1 , 12 12 2 , 12 ' 1 , 1
It has opened a 2 '2. The pillar members e and e'excavate and form fitting cavities 14 and 14 'having a circular cross section, which are open along the material axis and open to the joint end faces 13 and 13'. The depth of these fitting spaces 14 and 14 'is about half the length of the joint fitting d.
【００２０】１５1 ，１５2 ，１５′1 ，１５′2 は、
柱部材ｅ，ｅ′の材軸に直交させて、すなわち、嵌合空
処１４，１４′を横断する状態で貫通形成した楔挿通孔
で、その両端を柱部材ｅ，ｅ′の対向する側面１６1 ，
１６2 ，１６′1 ，１６′2に開口させている。しか
も、これらは後述のように接合金具ｄの楔窓孔１２1 ，
１２2 ，１２′1，１２′2 と対応する位置にそれらと
ほぼ同じ大きさにして設けられている。15 1 , 15 2 , 15 ' 1 and 15' 2 are
Wedge insertion holes formed so as to be orthogonal to the material axes of the pillar members e, e ′, that is, in a state of traversing the fitting cavities 14, 14 ′, and both ends of which are opposite side surfaces of the pillar members e, e ′. 16 1 ,
16 2, 16 '1, 16' 2 and is opened to. Moreover, these are wedge window holes 12 1 ,
They are provided at positions corresponding to 12 2 , 12 ' 1 and 12' 2 with substantially the same size as them.
【００２１】１７，１７′は木製または鋼材製の楔案内
片で、柱部材ｅ，ｅ′の対向する側面１６1 と１６2 、
１６′1 と１６′2 間の幅ｌと同じ長さを有し、かつ、
一側面１７1 ，１７′1 に対して他側面１７2 ，１７′
2 を傾斜面とした先細のもので、一側面１７1 ，１７′
1 には上記接合金具ｄの楔窓孔１２1 ，１２2 ，１２′
1 ，１２′2 の辺縁に噛合する各２本の円弧状に湾曲す
る凹溝１８，１８，１８′，１８′を刻設している。１
９，１９′は木製の打込み細長楔で、柱部材ｅ，ｅ′の
幅ｌより十分に長く、しかも、一側面１９1 ，１９′1
に対して他側面１９2 ，１９′2 を傾斜面とした先細の
ものである。Reference numerals 17 and 17 'denote wedge guide pieces made of wood or steel, which are opposite side surfaces 16 1 and 16 2 of the pillar members e and e'.
Has the same length as the width l between 16 ' 1 and 16' 2 , and
One side 17 1 , 17 ' 1 to the other side 17 2 , 17'
Tapered with 2 as an inclined surface, one side 17 1 , 17 '
Kusabimadoana 12 1 of the metal joint d is 1, 12 2, 12 '
Two concave grooves 18, 18, 18 ', 18' that engage with the edges of 1 , 12'2 and are curved in an arc shape are formed. 1
Reference numerals 9 and 19 'designate wooden slender wedges, which are sufficiently longer than the width l of the pillar members e and e'and have one side surface 19 1 and 19' 1.
On the other hand, the other side surfaces 19 2 and 19 ′ 2 are tapered with inclined surfaces.
【００２２】柱部材ｅ，ｅ′の接合は、上記接合金具ｄ
と楔案内片１７，１７′および打込み細長楔１９，１
９′を使用して次のようにして行う。すなわち、柱部材
ｅ，ｅ′の嵌合空処１４，１４′を接合金具ｄの両側半
部に嵌合し、楔挿通孔１５1 ，１５2 ，１５′1 ，１
５′2 と楔窓孔１２1 ，１２2，１２′1 ，１２′2 を
対応させる（図６）。The pillar members e and e'are joined by the above-mentioned joint fitting d.
And wedge guide pieces 17, 17 'and driven elongated wedges 19, 1
This is done as follows using 9 '. That is, the fitting cavities 14 and 14 'of the pillar members e and e'are fitted to both half portions of the joint fitting d, and the wedge insertion holes 15 1 , 15 2 , 15' 1 , 1 are inserted.
5 '2 and Kusabimadoana 12 1, 12 2, 12' 1, 12 '2 to correspond (Figure 6).
【００２３】そして、これらの楔挿通孔と楔窓孔に楔案
内片１７，１７′および打込み細長楔１９，１９′を挿
通するものであるが、それには、まず、それには、ま
ず、楔案内片１７，１７′を、それらの先細端が揃って
柱部材ｅ，ｅ′の同じ側面例えば側面１６1 ，１６′1
側に位置するようにして、その凹溝１８，１８，１
８′，１８′を楔窓孔１２1 ，１２2 ，１２′1 ，１
２′2 の辺縁に噛合させて楔挿通孔と楔窓孔に挿通して
おき（同図）、その後、打込み細長楔１９，１９′を、
柱部材ｅ，ｅ′の上記側面１６1 ，１６′1 側から楔挿
通孔１５1 ，１５2 ，１５′1 ，１５′2 に挿入して、
傾斜面をなす他側面１９2 ，１９′2 を楔案内片１７，
１７′の同じく傾斜面をなす他側面１７2 ，１７′2 に
摺接させながら打ち込む（同図）。Then, the wedge guide pieces 17 and 17 'and the driven elongated wedges 19 and 19' are inserted into these wedge insertion holes and wedge window holes. First, the wedge guides are inserted thereinto. The pieces 17, 17 'are arranged such that their tapered ends are aligned, and the same side surface of the pillar members e, e', for example, side surfaces 16 1 , 16 ' 1
So that it is located on the side of the groove 18, 18, 1.
8'and 18 'are wedge window holes 12 1 , 12 2 , 12' 1 , 1
2 'is engaged to the second marginal advance inserted into the wedge insertion holes and Kusabimado holes (drawing), then implanted elongated wedge 19, 19' a,
Insert the pillar members e, e ′ into the wedge insertion holes 15 1 , 15 2 , 15 ′ 1 , 15 ′ 2 from the side surfaces 16 1 , 16 ′ 1 side,
The other side surfaces 19 2 and 19 ′ 2 forming the inclined surface are provided with wedge guide pieces 17,
The other side surfaces 17 2 and 17 ' 2 which are also inclined surfaces of 17' are driven while slidingly contacting them (the same figure).
【００２４】この打込み細長楔１９，１９′の打込みに
したがい、柱部材ｅ，ｅ′は徐々に近寄り、遂には接合
端面１３，１３′を完全に圧接し緊締状態となる。この
ように柱部材ｅ，ｅ′の接合端面１３，１３′が完全に
圧接したとき、柱部材ｅ，ｅ′の側面１６2 ，１６′2
の外方に突出している打込み細長楔１９，１９′の先端
を鋸で切断除去する。これにより、所期の柱長尺材の接
合構造が得られる（図５，７）。According to the driving of the slender driving wedges 19 and 19 ', the column members e and e'approach gradually, and finally the joint end faces 13 and 13' are completely pressed and brought into a tightened state. Thus, when the joint end surfaces 13 and 13 'of the column members e and e'are completely pressed together, the side faces 16 2 and 16' 2 of the column members e and e '
The tips of the driven elongated wedges 19 and 19 'projecting outward are cut and removed with a saw. As a result, the desired joint structure of long column members can be obtained (Figs. 5 and 7).
【００２５】図８〜１０に示す本発明の第３実施例は、
上記第１実施例とは、２本の梁部材を接合してなる梁長
尺材の接合構造に関するものであることにおいて同じで
あり、ただ、打込み楔と楔案内片による緊締を上記２本
の梁部材の各々において直交させて二重に行っている点
で相違する。そこで、この第３実施例については、第１
実施例との共通部分に同じ符号を付して説明を省略し、
相違部分に関して詳しく説明することとする。The third embodiment of the present invention shown in FIGS.
The first embodiment is the same as the first embodiment in that it relates to a joint structure of a long beam member obtained by joining two beam members. However, the tightening by the driving wedge and the wedge guide piece is not the same as the first embodiment. The difference is that the beam members are orthogonal to each other and are doubled. Therefore, regarding the third embodiment, the first
The same parts as those of the embodiment are designated by the same reference numerals and the description thereof will be omitted.
The difference will be described in detail.
【００２６】接合金具ａは、筒体１として第１実施例の
場合の約２倍の長さのものを使用し、その中央に所要の
間隔をおいた左右であってかつ対向する側壁１1 ，１2
に楔窓孔２1 ，２2 ，２′1 ，２′2 を開設しているほ
かに、それらの外方であってかつ他の対向する側壁
１3 ，１4 に楔窓孔２3 ，２4 ，２′3 ，２′4 を開設
している。The metal fitting a uses a cylindrical body 1 having a length about twice as long as that of the first embodiment, and the left and right side walls 1 1 having a required space in the center thereof are opposed to each other. , 1 2
Kusabimadoana 2 1, 2 2, 2 '1, 2' 2 in addition to being opened, the side walls 1 3 their faces were in and the other at the outer person, 1 4 Kusabimadoana 2 3, 2 4, 2 '3, 2' has opened a 4.
【００２７】梁部材ｂ，ｂ′は、嵌合空処４，４′とし
て、第１実施例の場合の約２倍、したがってまた上記し
た約２倍の長さの接合金具ａのほぼ半分の長さのものを
掘削形成している。The beam members b and b'are used as the fitting spaces 4 and 4'about twice as long as in the first embodiment, and therefore about half the length of the joining metal fitting a having the length about twice as described above. The long one is excavated and formed.
【００２８】梁部材ｂ，ｂ′は、その対向する側面
６1 ，６2 ，６′1 ，６′2 の楔挿通孔５1 ，５2 ，
５′1 ，５′2 のほかに、それらの外方であってかつ他
の対向する側面６3 ，６4 ，６′3 ，６′4 に楔挿通孔
５3 ，５4 ，５′3 ，５′4 を、いずれも梁部材ｂ，
ｂ′の材軸に直交させて、すなわち、嵌合空処４，４′
を横断する状態で貫通形成している。上記楔挿通孔
５1 ，５2 ，５′1 ，５′2 および５3 ，５4 ，
５′3 ，５′4は、後述のように接合金具ａの楔窓孔２
1 ，２2 ，２′1 ，２′2 および２3 ，２4 ，２′3 ，
２′4 と対応する位置にそれらとほぼ同じ大きさにして
設けられている。The beam members b, b 'is a side 6 1, 6 2, 6 to the opposite' 1, 6 '2 of the wedge insertion holes 5 1, 5 2,
5 '1, 5' 2 In addition, the side surface 6 3 thereof to and other facing a at the outer person, 6 4, 6 '3, 6' 4 in a wedge insertion hole 5 3, 5 4, 5 '3 , 5 '4, both the beam members b,
Orthogonal to the material axis of b ', that is, the fitting space 4,4'
Is formed in a state of traversing. The wedge insertion holes 5 1, 5 2, 5 '1, 5' 2 and 5 3, 5 4,
5 '3, 5' 4, the metal joint a as described below Kusabimadoana 2
1, 2 2, 2 '1, 2' 2 and 2 3, 2 4, 2 '3,
It is provided in substantially the same size as those at positions corresponding to the 2 '4.
【００２９】楔案内片７，７′は、上記梁部材ｂ，ｂ′
の対向する側面６1 と６2 、６′1と６′2 、６3 と６
4 、６′3 と６′4 間の高さ（または幅）ｌと同じ長さ
を有し、かつ、一側面７1 ，７′1 に対して他側面
７2 ，７′2 を傾斜面とした先細のもので、一側面
７1 ，７′1 には上記接合金具ａの楔窓孔２1 ，２2 ，
２′1，２′2 および２3 ，２4 ，２′3 ，２′4 の辺
縁に噛合する各２本の凹溝８，８，８′，８′を刻設し
ている。打込み細長楔９，９′は、梁部材ｂ，ｂ′の上
記の高さ（または幅）ｌより十分に長く、かつ、一側面
９1 ，９′1 に対して他側面９2 ，９′2 を傾斜面とし
た先細のものである。The wedge guide pieces 7, 7'include the beam members b, b '.
Opposite sides 6 1 and 6 2 , 6 ′ 1 and 6 ′ 2 , 6 3 and 6 of
4, 6 '3 and 6' has a height (or width) as long as l between 4 and one side 7 1, 7 'the other side 7 2 relative to 1, 7' 2 an inclined surface And the wedge window holes 2 1 , 2 2 of the above-described joining metal fitting a are formed on one side surface 7 1 , 7 ′ 1 .
2 '1, 2' 2 and 2 3, 2 4, 2 '3, 2' 4 each two grooves meshing with the edge 8,8,8 ', 8' are engraved. Implanted elongated wedge 9, 9 'is, the beam members b, b' above height (or width) sufficiently longer than l, and an aspect 9 1, 9 'the other side 9 2 relative to 1, 9' It is a taper with 2 as an inclined surface.
【００３０】梁部材ｂ，ｂ′の接合は、上記接合金具ａ
と楔案内片７，７′および打込み細長楔９，９′を使用
して次のようにして行う。すなわち、梁部材ｂ，ｂ′の
嵌合空処４，４′を接合金具ａの両側半部に嵌合し、楔
挿通孔５1 ，５2 ，５′1 ，５′2 および５3 ，５4 ，
５′3 ，５′4 を楔窓孔２1 ，２2 ，２′1 ，２′2 お
よび２3 ，２4 ，２′3 ，２′4 に対応させる。The beam members b and b'are joined to each other by the above-mentioned joining metal fitting a.
And the wedge guide pieces 7, 7'and the driving elongated wedges 9, 9'are used as follows. That is, the fitting cavities 4 and 4'of the beam members b and b'are fitted to both half portions of the joint metal fitting a, and the wedge insertion holes 5 1 , 5 2 , 5 ' 1 , 5' 2 and 5 3 , 5 4 ,
5 '3, 5' 4 Kusabimadoana 2 1, 2 2, 2 '1, 2' 2 and 2 3, 2 4, 2 '3, 2' correspond to 4.
【００３１】次に、これらの楔挿通孔と楔窓孔に楔案内
片７，７′および打込み細長楔９，９′を第１実施例の
場合と同じ要領で挿着する。すなわち、楔案内片７，
７′を、それらの先細端が揃って梁部材ｂ，ｂ′の同じ
側面例えば側面６1 ，６′1 と６3 ，６′3 側に位置す
るようにして、その凹溝８，８，８′，８′を楔窓孔２
1 ，２2 ，２′1 ，２′2 および２3 ，２4 ，２′3 ，
２′4 の辺縁に噛合させて楔挿通孔と楔窓孔に挿通して
おき、そのあとに、打込み細長楔９，９′を、梁部材
ｂ，ｂ′の上記側面６1 ，６′1 と６3 ，６′3 側から
楔挿通孔５1 ，５2 ，５′1 ，５′2 および５3 ，
５4 ，５′3 ，５′4 に挿入して、傾斜面をなす他側面
９2 ，９′2 を楔案内片７，７′の同じく傾斜面をなす
他側面７2 ，７′2 に摺接させながら打ち込む。Next, the wedge guide pieces 7, 7'and the driving elongated wedges 9, 9'are inserted into these wedge insertion holes and wedge window holes in the same manner as in the first embodiment. That is, the wedge guide piece 7,
'And their tapered end is aligned beam member b, b' 7 and on the same side eg side 61 of, 6 '1 and 6 3, 6' 3 so as to be positioned side, the groove 8,8, 8 ′ and 8 ′ are wedge window holes 2
1, 2 2, 2 '1, 2' 2 and 2 3, 2 4, 2 '3,
2 'leave through the 4 edges to by engaged wedge insertion hole and Kusabimado hole of, after them, elongated wedge 9,9 implanted' and beam members b, b 'the sides 61 of, 6' 1 and 6 3, 6 'wedge insertion holes 5 1 3 side, 5 2, 5' 1, 5 '2 and 5 3,
5 4 5 ′ 3 5 ′ 4 and the other side surfaces 9 2 9 ′ 2 forming the inclined surface are formed on the other side surfaces 7 2 7 ′ 2 forming the same inclined surface of the wedge guide pieces 7 7 ′. Drive while sliding.
【００３２】この打込み細長楔９，９′の打込みにした
がい、梁部材ｂ，ｂ′は徐々に近寄り、遂には接合端面
３，３′を完全に圧接し緊締状態となる。このように梁
部材ｂ，ｂ′の接合端面３，３′が完全に圧接したと
き、梁部材ｂ，ｂ′の側面６2 ，６′2 および６4 ，
６′4 の外方に突出している打込み細長楔９，９′の先
端を鋸で切断除去する。これにより、所期の梁長尺材の
接合構造が得られる（図８，１０）。According to the driving of the slender wedges 9 and 9 ', the beam members b and b'approach gradually, and finally the joint end faces 3 and 3'are completely pressed and brought into a tightened state. When such a beam member b, the b 'joining end face of 3,3' fully pressed, the beam member b, 'side 6 2, 6' b 2 and 6 4,
The tip of the 6 '4 of the outer driving protrudes elongated wedge 9, 9' are cut off with a saw. As a result, the desired long beam joint structure is obtained (FIGS. 8 and 10).
【００３３】図１１〜１３に示す本発明の第４実施例
は、上記第２実施例とは、２本の柱部材を接合してなる
柱長尺材の接合構造に関するものであることにおいて同
じであり、ただ、打込み楔と楔案内片による緊締を上記
２本の柱部材の各々において直交させて二重に行ってい
る点で相違する。そこで、この第４実施例については、
第２実施例との共通部分に同じ符号を付して説明を省略
し、相違部分に関して詳しく説明することとする。The fourth embodiment of the present invention shown in FIGS. 11 to 13 is the same as the second embodiment described above in that it relates to a joint structure of a column long member formed by joining two column members. However, the difference is that tightening by the driving wedge and the wedge guide piece is performed in a double manner by making them orthogonal to each other of the two pillar members. Therefore, regarding the fourth embodiment,
The same parts as those of the second embodiment are designated by the same reference numerals, the description thereof will be omitted, and different parts will be described in detail.
【００３４】接合金具ｄは、筒体１０として第２実施例
の場合の約２倍の長さのものを使用し、その中央に所要
の間隔をおいた左右であってかつその周壁の対向する部
分に楔窓孔１２1 ，１２2 ，１２′1 ，１２′2 を開設
しているほかに、それらの外方すなわち両側端部１１，
１１′であってかつ上記の楔窓孔１２1 ，１２2 ，１
２′1 ，１２′2 とは直交する関係位置の周壁の対向す
る部分に楔窓孔１２3 ，１２4 ，１２′3 ，１２′4 を
開設している。The joining metal fitting d is a cylindrical body 10 having a length about twice as long as that of the second embodiment. The joining fittings d are left and right with a required distance in the center, and their peripheral walls face each other. In addition to opening wedge window holes 12 1 , 12 2 , 12 ' 1 and 12' 2 in the portions, they are located outside, that is, both side end portions 11,
11 'and the wedge window holes 12 1 , 12 2 , 1 described above
Wedge window holes 12 3 , 12 4 , 12 ' 3 , 12' 4 are opened in the opposing portions of the peripheral wall at a relational position orthogonal to 2 ' 1 , 12' 2 .
【００３５】柱部材ｅ，ｅ′は、嵌合空処１４，１４′
として、第２実施例の場合の約２倍、したがってまた上
記した約２倍の長さの接合金具ｄのほぼ半分の長さのも
のを掘削形成している。The pillar members e and e'are fitted into the fitting spaces 14 and 14 '.
As a result, the length of the joining metal fitting d is about twice as long as that of the second embodiment, and therefore about half the length of the above-mentioned joining metal fitting d.
【００３６】柱部材ｅ，ｅ′は、対向する側面１６1 ，
１６2 ，１６′1 ，１６′2 の楔挿通孔１５1 ，１
５2 ，１５′1 ，１５′2 のほかに、それらの外方であ
ってかつ他の対向する側面１６3 ，１６4 ，１６′3 ，
１６′4 に楔挿通孔１５3 ，１５4 ，１５′3 ，１５′
4 を、いずれも柱部材ｅ，ｅ′の材軸に直交させて、す
なわち、嵌合空処１４，１４′を横断する状態で貫通形
成している。上記楔挿通孔１５1 ，１５2 ，１５′1 ，
１５′2 および１５3 ，１５4 ，１５′3 ，１５′
4 は、後述のように接合金具ｄの楔窓孔１２1 ，１
２2 ，１２′1 ，１２′2 および１２3 ，１２4 ，１
２′3 ，１２′4 と対応する位置にそれらとほぼ同じ大
きさにして設けられている。The pillar members e and e'are provided on the opposite side surfaces 16 1 ,
16 2 , 16 ' 1 , 16' 2 wedge insertion holes 15 1 , 1
5 2 , 15 ' 1 , 15' 2 , as well as their outer and other opposite side surfaces 16 3 , 16 4 , 16 ' 3 ,
Wedge insertion holes 15 3 , 15 4 , 15 ' 3 , 15' in 16 ' 4.
4 is formed so as to be orthogonal to the material axes of the pillar members e and e ', that is, in a state of traversing the fitting cavities 14 and 14'. The wedge insertion holes 15 1 , 15 2 , 15 ' 1 ,
15 ' 2 and 15 3 , 15 4 , 15' 3 , 15 '
4 is a wedge window hole 12 1 , 1 of the joint fitting d as described later.
2 2 , 12 ' 1 , 12' 2 and 12 3 , 12 4 , 1
2 '3, 12' 4 and are provided in their substantially same size in the corresponding position.
【００３７】楔案内片１７，１７′は、柱部材ｅ，ｅ′
の対向する側面１６1 と１６2 、１６′1 と１６′2 、
１６3 と１６4 、１６′3 と１６′4 間の幅ｌと同じ長
さを有し、かつ、一側面１７1 ，１７′1 に対して他側
面１７2 ，１７′2 を傾斜面とした先細のもので、一側
面１７1 ，１７′1 には上記接合金具ｄの楔窓孔１
２1 ，１２2 ，１２′1 ，１２′2 および１２3 ，１２
4 ，１２′3 ，１２′4 の辺縁に噛合する各２本の円弧
状に湾曲する凹溝１８，１８，１８′，１８′を刻設し
ている。The wedge guide pieces 17, 17 'are composed of pillar members e, e'.
Opposite sides 16 1 and 16 2 , 16 ' 1 and 16' 2 ,
16 3 and 16 4 and 16 ′ 3 and 16 ′ 4 have the same length as the width 1 and one side 17 1 and 17 ′ 1 is inclined with respect to the other side 17 2 and 17 ′ 2. but the tapered one side 17 1, 17 'Kusabimadoana 1 of the joining fitting d is 1
2 1 , 12 2 , 12 ' 1 , 12' 2 and 12 3 , 12
4, 12 '3, 12' 4 of the groove is curved in the two arcuate meshing with the edge 18,18,18 ', 18' are engraved.
【００３８】打込み細長楔１９，１９′は、柱部材ｅ，
ｅ′の幅ｌより十分に長く、しかも、一側面１９1 ，１
９′1 に対して他側面１９2 ，１９′2 を傾斜面とした
先細のものである。The elongated driving wedges 19 and 19 'are formed by the pillar members e,
It is sufficiently longer than the width l of e ′, and one side surface 19 1 , 1
The other side surfaces 19 2 and 19 ′ 2 are tapered with respect to 9 ′ 1 .
【００３９】柱部材ｅ，ｅ′の接合は、上記接合金具ｄ
と楔案内片１７，１７′および打込み細長楔１９，１
９′を使用して次のようにして行う。すなわち、柱部材
ｅ，ｅ′の嵌合空処１４，１４′を接合金具ｄの両側半
部に嵌合し、楔挿通孔１５1 ，１５2 ，１５′1 ，１
５′2 および１５3 ，１５4 ，１５′3 ，１５′4 を楔
窓孔１２1 ，１２2 ，１２′1 ，１２′2 および１
２3，１２4 ，１２′3 ，１２′4 に対応させる。The column members e and e'are joined by the above-mentioned joining fitting d.
And wedge guide pieces 17, 17 'and driven elongated wedges 19, 1
This is done as follows using 9 '. That is, the fitting cavities 14 and 14 'of the pillar members e and e'are fitted to both half portions of the joint fitting d, and the wedge insertion holes 15 1 , 15 2 , 15' 1 , 1 are inserted.
5 ′ 2 and 15 3 , 15 4 , 15 ′ 3 and 15 ′ 4 are provided as wedge window holes 12 1 , 12 2 , 12 ′ 1 , 12 ′ 2 and 1
It corresponds to 2 3 , 12 4 , 12 ' 3 , and 12' 4 .
【００４０】次に、これらの楔挿通孔と楔窓孔に楔案内
片１７，１７′および打込み細長楔１９，１９′を第２
実施例の場合と同じ要領で挿着するもので、それには、
まず、楔案内片１７，１７′を、それらの先細端が揃っ
て柱部材ｅ，ｅ′の同じ側面例えば側面１６1 ，１６′
1 と１６3 ，１６′3 側に位置するようにして、その凹
溝１８，１８，１８′，１８′を楔窓孔１２1 ，１
２2 ，１２′1 ，１２′2および１２3 ，１２4 ，１
２′3 ，１２′4 の辺縁に噛合させて楔挿通孔と楔窓孔
に挿通しておき、その後、打込み細長楔１９，１９′
を、柱部材ｅ，ｅ′の上記側面１６1 ，１６′1 と１６
3 ，１６′3 側から楔挿通孔１５1 ，１５2 ，１
５′1 ，１５′2 および１５3 ，１５4 ，１５′3 ，１
５′4 に挿入して、傾斜面をなす他側面１９2 ，１９′
2 を楔案内片１７，１７′の同じく傾斜面をなす他側面
１７2 ，１７′2 に摺接させながら打ち込む。Next, the wedge guide pieces 17, 17 'and the driving elongated wedges 19, 19' are secondly provided in these wedge insertion holes and wedge window holes.
It is inserted in the same way as in the case of the embodiment, in which
First, the wedge guide pieces 17, 17 'are arranged such that their tapered ends are aligned, and the same side surface of the pillar members e, e', for example, the side surfaces 16 1 , 16 '.
'So as to be positioned 3 side, the groove 18,18,18' 1 and 16 3, 16, 18 'Kusabimadoana 12 1, 1
2 2 , 12 ' 1 , 12' 2 and 12 3 , 12 4 , 1
2 '3, 12' leave the fourth edge and is engaged by inserting a wedge insertion hole and Kusabimado hole, then driving the elongate wedge 19, 19 '
Are the side surfaces 16 1 , 16 ' 1 and 16 of the pillar members e, e'.
Wedge insertion holes 15 1 , 15 2 , 1 from 3 , 16 ' 3 side
5 '1, 15' 2 and 15 3, 15 4, 15 '3, 1
The other side surfaces 19 2 and 19 ′ which are inclined surfaces are inserted into the 5 ′ 4
2 is driven while slidingly contacting the other side surfaces 17 2 and 17 ′ 2 which also form the inclined surfaces of the wedge guide pieces 17 and 17 ′.
【００４１】この打込み細長楔１９，１９′の打込みに
したがい、柱部材ｅ，ｅ′は徐々に近寄り、遂には接合
端面１３，１３′を完全に圧接し緊締状態となる。この
ように柱部材ｅ，ｅ′の接合端面１３，１３′が完全に
圧接したとき、柱部材ｅ，ｅ′の側面１６2 ，１６′2
および１６4 ，１６′4 の外方に突出している打込み細
長楔１９，１９′の先端を鋸で切断除去する。これによ
り、所期の柱長尺材の接合構造が得られる（図１１，１
３）。According to the driving of the slender wedges 19 and 19 ', the pillar members e and e'approach gradually, and finally, the joint end faces 13 and 13' are completely pressed and brought into a tightened state. Thus, when the joint end surfaces 13 and 13 'of the column members e and e'are completely pressed together, the side faces 16 2 and 16' 2 of the column members e and e '
And the tips of the driven elongated wedges 19 and 19 'projecting outward from 16 4 and 16' 4 are cut and removed with a saw. As a result, the desired joint structure of long pillars can be obtained (Figs. 1 and 1).
3).
【００４２】本発明における接合金具として、第１，３
実施例の梁長尺材の接合構造では断面正方形状の接合金
具ａを、また、第２，４実施例の柱長尺材の接合構造で
は断面円形の接合金具ｄを使用した場合について説明し
たが、第１実施例において断面円形のものを、また、第
２実施例において断面正方形状のものを使用してもよ
く、さらには、この接合金具の断面形状としては、正方
形，円形に限るものではなく、五角形，楕円等適宜の形
状のものを採用できる。また、この接合金具としては、
中空のものに限らずムクの棒状のものを使用することも
できる。As the metal fittings in the present invention, first and third
The case where the joint structure a having a square cross section is used in the joint structure of the long beam of the embodiment and the joint structure d having a circular cross section is used in the joint structure of the long column of the second and fourth embodiments has been described. However, the one having a circular cross section in the first embodiment and the one having a square cross section in the second embodiment may be used, and further, the cross sectional shape of this metal fitting is limited to a square or a circle. Instead, a pentagonal shape, an elliptical shape or the like can be adopted. Also, as this joint fitting,
It is not limited to a hollow one, and a rod-shaped one may be used.
【００４３】上記第１〜４の各実施例は、打込み細長楔
９，９′，１９，１９′のほかに、楔案内片７，７′，
１７，１７′を使用した場合であるが、このような楔案
内片を使用することなしに打込み細長楔だけを使用する
ようにしてもよいこと明らかである。In each of the first to fourth embodiments described above, in addition to the elongated wedges 9, 9 ', 19, 19', wedge guide pieces 7, 7 ',
Obviously, it is possible to use only the driving elongated wedge without using such a wedge guide piece, as is the case with 17, 17 '.
【００４４】[0044]
【発明の効果】以上述べたところから明らかなように、
本発明造建築物における長尺材の接合構造は、接合金具
が、その両端部に楔窓孔を開設していること、接合する
２材が、その材軸に沿いかつ接合端面に開口するととも
に上記接合金具の長さのほぼ半分の深さの嵌合空処を有
し、しかも、該嵌合空処を横断するとともに上記楔窓孔
とほぼ同じ大きさの楔挿通孔を貫通形成しているから、
接合する梁部材または柱部材等の２材が、その嵌合空処
を接合金具の両側に嵌合するとともに、互いに対応して
いる楔挿通孔と楔窓孔に、打込み細長楔を打設挿入する
ことにより、互いの接合端面をしっかりと圧接させ、強
固に緊締度できるものであり、しかも、上記接合金具が
当該長尺材の材軸にそって挿入位置するから剪断耐力が
著しく向上する、という効果を奏する。As is apparent from the above description,
The joining structure of the long material in the building according to the present invention is such that the joining metal fitting has the wedge window holes at both ends thereof, and the two joining materials open along the material axis and at the joining end face. A fitting space having a depth approximately half the length of the joining metal fitting is provided, and a wedge insertion hole having a size substantially the same as the wedge window hole is formed so as to cross the fitting space. Since there,
Two materials such as beam members or column members to be joined fit their fitting spaces on both sides of the joining metal fitting, and a slender wedge is driven and inserted into the corresponding wedge insertion hole and wedge window hole. By doing so, it is possible to firmly press the joining end surfaces of each other and firmly tighten the joint, and furthermore, since the joining metal fitting is positioned along the axis of the long material, shear strength is significantly improved. Has the effect.
【００４５】接合金具が、その中央に所要の間隔をおい
た両側に開設した各楔窓孔のさらに外方に該楔窓孔と直
交する向きの楔窓孔を開設し、接合する２材が、その嵌
合空処を横断するとともに上記各楔窓孔に対応する向き
の楔挿通孔を貫通形成し、互いに対応している楔挿通孔
と楔窓孔に、打込み細長楔を打設することとすると、こ
れら打込み細長楔は接合する２材の各々において縦横に
挿着配置することになり、当該圧接緊締度は一層強化さ
れるとともに、直交する各方向から作用する剪断歪みに
有効に対抗でき。The joining metal fitting has a wedge window hole extending in a direction orthogonal to the wedge window hole further outside each of the wedge window holes formed on both sides with a required interval in the center, and the two materials to be joined are Forming a wedge insertion hole extending in a direction corresponding to each of the wedge window holes while traversing the fitting space, and driving a slender wedge into the corresponding wedge insertion hole and wedge window hole. Then, these driven slender wedges are to be inserted and arranged vertically and horizontally in each of the two materials to be joined, and the pressure contact tightening degree is further strengthened, and it is possible to effectively counter the shear strain acting from each orthogonal direction. .
【００４６】さらに、互いに対応している楔挿通孔と楔
窓孔に、打込み細長楔を打設挿入する前に楔案内片を挿
入しておくと、その打込み細長楔の打設挿入を円滑に行
うことができるとともに、緊締度および剪断耐力を増す
ことができる。Further, if the wedge guide piece is inserted into the corresponding wedge insertion hole and wedge window hole before driving and inserting the driving elongated wedge, the driving of the driving elongated wedge can be smoothly performed. It can be done and the tightness and shear strength can be increased.
【図１】本発明接合構造を梁長尺材に適用した第１実施
例の斜視図である。FIG. 1 is a perspective view of a first embodiment in which a joining structure of the present invention is applied to a long beam member.
【図２】同上の分解斜視図である。FIG. 2 is an exploded perspective view of the above.
【図３】同上の接合金具に梁部材を嵌合するとともに打
込み細長楔を打設挿入している状態の縦断面図である。FIG. 3 is a vertical cross-sectional view showing a state in which a beam member is fitted into the joining metal fitting and the driving elongated wedge is inserted and inserted.
【図４】同上の打込み細長楔を打設挿入し終えた状態の
縦断面図である。FIG. 4 is a vertical cross-sectional view showing a state in which the driving elongated wedge has been driven and inserted.
【図５】本発明接合構造を柱長尺材に適用した第２実施
例の分解斜視図である。FIG. 5 is an exploded perspective view of a second embodiment in which the joining structure of the present invention is applied to a long pillar material.
【図６】同上の接合金具に柱部材を嵌合するとともに打
込み細長楔を打設挿入している状態の縦断面図である。FIG. 6 is a vertical cross-sectional view showing a state in which the pillar member is fitted into the joining metal fitting and the driving elongated wedge is inserted and inserted.
【図７】同上の打込み細長楔を打設挿入し終えた状態の
縦断面図である。FIG. 7 is a vertical cross-sectional view showing a state in which the driving elongated wedge has been driven and inserted.
【図８】本発明接合構造を梁長尺材に適用した第３実施
例の斜視図である。FIG. 8 is a perspective view of a third embodiment in which the joining structure of the present invention is applied to a long beam member.
【図９】同上の分解斜視図である。FIG. 9 is an exploded perspective view of the above.
【図１０】同上の打込み細長楔を打設挿入し終えた状態
の縦断面図である。FIG. 10 is a vertical cross-sectional view showing a state in which the driving elongated wedge has been driven and inserted.
【図１１】本発明接合構造を柱長尺材に適用した第３実
施例の斜視図である。FIG. 11 is a perspective view of a third embodiment in which the joining structure of the present invention is applied to a long pillar material.
【図１２】同上の分解斜視図である。FIG. 12 is an exploded perspective view of the above.
【図１３】同上の打込み細長楔を打設挿入し終えた状態
の縦断面図である。FIG. 13 is a vertical cross-sectional view showing a state in which the driving elongated wedge has been driven and inserted.
ａ，ｄ 接合金具 ｂ，ｂ′ 梁部材 ｅ，ｅ′ 柱部材 ２1 ，２2 ，２′1 ，２′2 楔窓孔 １２1 ，１２2 ，１２′1 ，１２′2 楔窓孔 ３，３′，１３，１３′ 接合端面 ４，４′，１４，１４′ 嵌合空処 ５1 ，５2 ，５′1 ，５′2 楔挿通孔 １５1 ，１５2 ，１５′1 ，１５′2 楔挿通孔 ９，９′，１９，１９′ 打込み細長楔 ７，７′，１７，１７′ 楔案内片a, d joint fitting b, b 'beam members e, e' column member 2 1, 2 2, 2 '1, 2' 2 Kusabimadoana 12 1, 12 2, 12 '1, 12' 2 Kusabimadoana 3 , 3 ', 13, 13' Joining end face 4, 4 ', 14, 14' Fitting empty space 5 1 , 5 2 , 5 ' 1 , 5' 2 Wedge insertion holes 15 1 , 15 2 , 15 ' 1 , 15 ′ 2 Wedge insertion hole 9, 9 ′, 19, 19 ′ Driving elongated wedge 7, 7 ′, 17, 17 ′ Wedge guide piece
Claims (5)
た両側に楔窓孔を開設していること、接合する２材が、
その材軸に沿いかつ接合端面に開口するとともに上記接
合金具の長さのほぼ半分の深さの嵌合空処を有し、しか
も、該嵌合空処を横断するとともに上記楔窓孔とほぼ同
じ大きさの楔挿通孔を貫通形成していること、上記２材
が、その嵌合空処を接合金具の両側に嵌合するととも
に、互いに対応している楔挿通孔と楔窓孔に、打込み細
長楔を打設挿入することにより、互いの接合端面を圧接
緊締していることを特徴とする木造建築物における長尺
材の接合構造。1. A joining metal fitting has a wedge window hole formed on both sides thereof with a required interval in the center, and two materials to be joined are
It has a fitting space that is open along the axis of the material and at the joining end face and has a depth that is approximately half the length of the joining metal fitting, and that traverses the fitting space and is substantially the same as the wedge window hole. The same size of the wedge insertion hole is formed so as to penetrate, and the two materials have their fitting spaces fitted to both sides of the joining metal fitting, and to the corresponding wedge insertion hole and wedge window hole, A joining structure for a long material in a wooden building, characterized in that the joining end faces of each other are pressed and tightened by inserting and inserting a driving slender wedge.
た両側に楔窓孔を開設しているとともに、その各楔窓孔
のさらに外方に該楔窓孔と直交する向きの楔窓孔を開設
していること、接合する２材が、その材軸に沿いかつ接
合端面に開口するとともに上記接合金具の長さのほぼ半
分の深さの嵌合空処を有し、しかも、該嵌合空処を横断
するとともに上記各楔窓孔に対応する向きでしかも上記
楔窓孔とほぼ同じ大きさの楔挿通孔を貫通形成している
こと、上記２材が、その嵌合空処を接合金具の両側に嵌
合するとともに、互いに対応している楔挿通孔と楔窓孔
に、打込み細長楔を打設挿入することにより、互いの接
合端面を圧接緊締していることを特徴とする木造建築物
における長尺材の接合構造。2. A joint metal fitting is provided with wedge window holes at both sides thereof with a required interval in the center thereof, and wedges in a direction orthogonal to the wedge window holes further outside each of the wedge window holes. The opening of the window, the two materials to be joined open along the axis of the material and at the joining end surface, and have a fitting space having a depth of about half the length of the joining fitting, and A wedge insertion hole is formed so as to cross the fitting space and in a direction corresponding to each of the wedge window holes, and the wedge insertion hole having substantially the same size as the wedge window hole is formed to penetrate therethrough. The joints are fitted on both sides of the joint fitting, and the slender wedges are driven and inserted into the corresponding wedge insertion holes and wedge window holes, so that the joint end faces of the joints are pressed and tightened. A joint structure of long materials in a wooden building.
楔案内片が挿入するとともに打込み細長楔を打設挿入す
ることにより、互いの接合端面を圧接緊締していること
を特徴とする請求項１または２記載の木造建築物におけ
る長尺材の接合構造。3. A wedge insertion hole and a wedge window hole which correspond to each other,
3. The joining structure for a long member in a wooden building according to claim 1 or 2, wherein the wedge guide pieces are inserted and the driving slender wedges are inserted and inserted so that the joining end surfaces of the wedges are pressed and tightened. .
体であることを特徴とする請求項１２または３記載の木
造建築物における長尺材の接合構造。4. The joint structure for a long member in a wooden building according to claim 12, wherein the joint fitting is a tubular body having a square or circular cross section.
する請求項１，２，３または４記載の木造建築物におけ
る長尺材の接合構造。5. The joining structure for a long member in a wooden building according to claim 1, 2, 3 or 4, wherein the joining fitting is in the shape of a rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6097900A JP2739431B2 (en) | 1994-04-13 | 1994-04-13 | Joining structure of long materials in wooden buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6097900A JP2739431B2 (en) | 1994-04-13 | 1994-04-13 | Joining structure of long materials in wooden buildings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07279260A true JPH07279260A (en) | 1995-10-24 |
| JP2739431B2 JP2739431B2 (en) | 1998-04-15 |
Family
ID=14204619
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6097900A Expired - Fee Related JP2739431B2 (en) | 1994-04-13 | 1994-04-13 | Joining structure of long materials in wooden buildings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2739431B2 (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT413581B (en) * | 2004-07-14 | 2006-04-15 | Markus Ing Franzl | METHOD FOR CONNECTING COMPONENTS |
| JP2009150199A (en) * | 2007-12-19 | 2009-07-09 | Zao Komuten:Kk | Joint metallic material for construction |
| CN103233583A (en) * | 2013-05-02 | 2013-08-07 | 湖南绿广景观新材料有限公司 | Assembling method for plastic wood gallery frame easy to assemble and disassemble |
| JP2019188683A (en) * | 2018-04-24 | 2019-10-31 | 清水建設株式会社 | Laminated lumber and its manufacturing method |
| JP2020165298A (en) * | 2019-03-27 | 2020-10-08 | 株式会社熊谷組 | Connection structure and connection method of concrete member |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5816412A (en) * | 1981-07-22 | 1983-01-31 | 古河電気工業株式会社 | Method of producing rubber or plastic insulated power cable |
-
1994
- 1994-04-13 JP JP6097900A patent/JP2739431B2/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5816412A (en) * | 1981-07-22 | 1983-01-31 | 古河電気工業株式会社 | Method of producing rubber or plastic insulated power cable |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT413581B (en) * | 2004-07-14 | 2006-04-15 | Markus Ing Franzl | METHOD FOR CONNECTING COMPONENTS |
| JP2009150199A (en) * | 2007-12-19 | 2009-07-09 | Zao Komuten:Kk | Joint metallic material for construction |
| CN103233583A (en) * | 2013-05-02 | 2013-08-07 | 湖南绿广景观新材料有限公司 | Assembling method for plastic wood gallery frame easy to assemble and disassemble |
| CN103233583B (en) * | 2013-05-02 | 2015-08-12 | 湖南绿广景观新材料有限公司 | The assemble method of wooden corridor is moulded in easy assembling and dismantling |
| JP2019188683A (en) * | 2018-04-24 | 2019-10-31 | 清水建設株式会社 | Laminated lumber and its manufacturing method |
| JP2020165298A (en) * | 2019-03-27 | 2020-10-08 | 株式会社熊谷組 | Connection structure and connection method of concrete member |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2739431B2 (en) | 1998-04-15 |
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