JP2582515Y2 - Composite beam joint structure - Google Patents

Composite beam joint structure

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Publication number
JP2582515Y2
JP2582515Y2 JP313392U JP313392U JP2582515Y2 JP 2582515 Y2 JP2582515 Y2 JP 2582515Y2 JP 313392 U JP313392 U JP 313392U JP 313392 U JP313392 U JP 313392U JP 2582515 Y2 JP2582515 Y2 JP 2582515Y2
Authority
JP
Japan
Prior art keywords
composite beam
joint structure
bracket
column
composite
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 - Lifetime
Application number
JP313392U
Other languages
Japanese (ja)
Other versions
JPH0561301U (en
Inventor
正広 箕浦
洋徳 渡辺
稔弘 新居
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.)
Sumitomo Forestry Co Ltd
Original Assignee
Sumitomo Forestry Co Ltd
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 Sumitomo Forestry Co Ltd filed Critical Sumitomo Forestry Co Ltd
Priority to JP313392U priority Critical patent/JP2582515Y2/en
Publication of JPH0561301U publication Critical patent/JPH0561301U/en
Application granted granted Critical
Publication of JP2582515Y2 publication Critical patent/JP2582515Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、鋼材の表面に化粧材を
被覆して成る複合梁の接合構造、更に詳しくは、柱材ま
たは梁材と複合梁材との接合部の加工及びこれら両者の
接合作業を簡素化した木質の柱材または梁材と複合梁と
の接合構造に関する。
BACKGROUND OF THE INVENTION The present invention relates to a joint structure of a composite beam in which a surface of a steel material is covered with a decorative material, and more particularly, to a joint portion between a column member or a beam member and a composite beam member, and both of them. The present invention relates to a joint structure between a wooden column or a beam and a composite beam, which simplifies the joining work of a composite material.

【0002】[0002]

【従来の技術】一般に、柱、梁等の構造用建築材料には
従来から木材、鋼材及びコンクリート等が用いられてい
る。そして、木材からなる柱と梁との接合構造は主とし
て木造住宅等の木造建築物に適用され、これら両者はほ
ぞ穴を設けた柱と、ほぞを設けた梁とで接合するように
している。また、鋼材からなる柱と梁との接合構造は主
として鉄骨構造物に適用され、これら両者はブラケッ
ト、ボルト及びナット等、あるいは溶接等で接合するよ
うにしている。
2. Description of the Related Art Wood, steel, concrete and the like are generally used as structural building materials such as columns and beams. The joint structure of a pillar and a beam made of wood is mainly applied to a wooden building such as a wooden house, and both of them are joined by a pillar having a tenon and a beam having a tenon. The joint structure between a column and a beam made of a steel material is mainly applied to a steel frame structure, and these are joined by a bracket, a bolt and a nut, or welding.

【0003】而して、木材の柱と梁との接合構造では、
梁に反り、撓みなどが生じやすいため、梁の断面積を大
きくする必要があった。しかし、梁の断面積を大きくす
れば、建築コストが高くなり、不経済になるという課題
があった。そこで、最近は、木材に代えて、例えば、柱
及び梁として鋼管の表面に化粧材を被覆することにより
構成された化粧材被覆角形鋼管を用いた柱と梁との接合
構造が提案されている(実開平1−96901号公報
(実願昭62−193807号))。
[0003] Therefore, in the joint structure of the pillar and the beam of wood,
Since the beam is likely to be warped or bent, it is necessary to increase the sectional area of the beam. However, there is a problem that if the cross-sectional area of the beam is increased, the construction cost is increased and the economy becomes uneconomical. Therefore, recently, instead of wood, a joint structure between a column and a beam using a decorative material-coated square steel pipe configured by coating a surface of a steel pipe with a decorative material as a column and a beam has been proposed. (Japanese Utility Model Laid-Open No. 1-96901 (Japanese Utility Model Application No. 62-193807)).

【0004】上記公報に記載された接合構造は、角形鋼
管の表面に化粧材を被覆することにより構成された化粧
材被覆角形鋼管からなる柱と梁との接合構造であって、
前記柱と梁とがブラケットと連結ボルトによって連結し
てあるもので、この接合構造は現場における接合作業の
簡易化を促進したものである。
[0004] The joint structure described in the above publication is a joint structure between a column and a beam made of a decorative material-coated rectangular steel pipe formed by coating the surface of a rectangular steel pipe with a decorative material,
The column and the beam are connected by a bracket and a connecting bolt, and this joint structure promotes simplification of an on-site joining operation.

【0005】[0005]

【考案が解決しようとする課題】しかしながら、上記公
報に記載された従来の接合構造は、柱と梁の両者が共に
化粧材被覆角形鋼管(複合鋼管)によって構成されたも
ので、この接合構造は、柱と梁とを簡単且つ強固に接合
できる利点がある反面、柱及び梁双方の接合部の構造が
複雑で、接合部の加工に多大な労力が必要であると共
に、木材の柱と複合鋼管とを接合することが難しいとい
う課題があった。
However, in the conventional joint structure described in the above-mentioned publication, both the column and the beam are both constituted by decorative material-coated square steel pipes (composite steel pipes). It has the advantage of being able to easily and firmly join columns and beams, but the structure of the joints of both the columns and beams is complex, and requires a great deal of labor to process the joints. There has been a problem that it is difficult to join them.

【0006】従って、本考案の目的は、木質の柱または
梁と複合梁との接合部分を簡単に加工することができる
と共に、現場作業での接合作業を簡単に行なうことがで
きる木質の柱と複合梁との接合構造を提供することにあ
る。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a wooden column which can easily process a joint between a wooden column or beam and a composite beam, and can easily perform a joint operation on site. It is to provide a joint structure with a composite beam.

【0007】[0007]

【課題を解決するための手段】本考案は、木材、集成材
等の木質からなる柱材または梁材と、鋼材の表面に化粧
材を被覆して成る複合梁材とを接合する接合構造におい
て、木質の柱材または梁材に形成されたほぞ穴と、この
ほぞ穴に嵌着される突出鋼材部から成るほぞ部を有する
上記複合梁材と、この複合梁材と上記柱材または梁材に
係合されたブラケットとを備え、上記ブラケットを介し
て連結ボルトにより上記柱材または梁材と上記複合梁材
とを接合して成る、複合梁の接合構造を提供することに
より上記目的を達成したものである。
SUMMARY OF THE INVENTION The present invention relates to a joint structure for joining a pillar or beam made of wood, such as wood or glued laminated wood, to a composite beam made of a steel material coated with a decorative material. A mortise formed in a wooden pillar or beam, a composite beam having a tenon portion formed of a protruding steel material fitted into the mortise, the composite beam and the column or beam The above object is achieved by providing a joint structure for a composite beam, comprising: a bracket engaged with the composite beam, wherein the column member or the beam member is joined to the composite beam material by a connection bolt via the bracket. It was done.

【0008】[0008]

【作用】本考案によれば、柱材及び梁材を工場加工する
場合には、柱には鋼材の断面形状に即したほぞ穴を設
け、複合梁にはその接合部近傍にボルト孔を設けるだけ
で接合部を加工することができ、また、柱と複合梁とを
接合する場合には、柱のほぞ穴に複合梁のほぞ部を嵌着
してブラケットと連結ボルトによってこれら両者を連結
するだけで簡単に接合することができる。
According to the present invention, when pillars and beams are factory-processed, mortises corresponding to the cross-sectional shape of the steel are provided on the columns, and bolt holes are provided near the joints of the composite beams. In order to join the column and the composite beam, the tenon of the composite beam is fitted into the mortise of the column, and these are connected by the bracket and the connection bolt. Just can be easily joined.

【0009】[0009]

【実施例】以下、図1〜図9に示す実施例に基づいて本
考案を説明する。尚、各図中、図1は本考案の木質の柱
と複合梁との接合構造の一実施例を示す側面図、図2は
本考案の木質の柱と複合梁との接合構造の他の実施例の
要部を示す部分断面図、図3は本考案の木質の柱と複合
梁との接合構造の更に他の実施例で、連結ボルトを取り
付ける前の状態を示す斜視図、図4は図3に示す木質の
柱と複合梁との接合構造を連結ボルトによって連結した
完成状態を示す側面図、図5〜図8はそれぞれ本考案の
木質の柱と複合梁との接合構造の更に他の実施例を示す
側面図、図9は本考案の木質の柱と複合梁との接合構造
に用いられるブラケットの一例を示す斜視図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the embodiments shown in FIGS. In each of the drawings, FIG. 1 is a side view showing an embodiment of a joint structure between a wooden pillar and a composite beam of the present invention, and FIG. 2 is another view showing a joint structure between the wooden column and the composite beam of the present invention. FIG. 3 is a partial cross-sectional view showing a main part of the embodiment, FIG. 3 is a perspective view showing a state before attaching a connecting bolt in still another embodiment of a joint structure between a wooden pillar and a composite beam of the present invention, and FIG. FIG. 5 is a side view showing a completed state in which the joint structure between the wooden pillar and the composite beam shown in FIG. 3 is connected by connecting bolts. FIGS. 5 to 8 show still another joint structure between the wooden pillar and the composite beam of the present invention. FIG. 9 is a perspective view showing an example of a bracket used for a joint structure between a wooden pillar and a composite beam of the present invention.

【0010】実施例1 本実施例の木質の柱と複合梁との接合構造は、図1に示
すように、木材から成る柱(柱材)10と、角形鋼管
(鋼材)21の表面に化粧材22を被覆して成る複合梁
複合梁材20とを接合して構成されている。上記化
粧材22は、上記柱10の木質に合せた木材が用いら
れ、柱10と複合梁20の表面の材質を整え、これら両
者10、20が違和感なく融合して意匠的に見栄えよく
形成されている。尚、上記化粧材22としては、上述の
もの以外に従来から公知のものを適宜選択して用いるこ
とができる。
Embodiment 1 As shown in FIG. 1, a joint structure between a wooden pillar and a composite beam according to the present embodiment includes a pillar 10 made of wood and a square steel pipe.
(Steel material ) Composite beam formed by covering decorative material 22 on the surface of 21
( Composite beam material ) 20. The decorative material 22 is made of wood according to the wood quality of the pillar 10, and the surface materials of the pillar 10 and the composite beam 20 are adjusted, and these two 10 and 20 are fused without a sense of incongruity and are formed with a good design appearance. ing. In addition, as the above-mentioned decorative material 22, conventionally well-known materials other than those described above can be appropriately selected and used.

【0011】そして、上記柱10はその接合部に形成さ
れたほぞ穴10Aを有し、このほぞ穴10Aは上記鋼管
21の断面形状に即した形状の凹陥部として形成されて
いる。また、上記複合梁20は、その突出鋼管部(突出
鋼材部)21Aの先端部にほぞ部21Bを有し、このほ
ぞ部21Bが上記ほぞ穴10Aに嵌着するように形成さ
れている。上記突出鋼管部21Aは、ほぞ部21Bを除
いた部分が外部に露呈し、露呈した面でブラケット30
との係合面を形成している。このブラケット30は、側
面形状がL字状に形成され、一方の面が突出鋼管部21
Aに係合し、他方の面が柱10に係合するように形成さ
れいる。更に、上記ブラケット30の各面にはそれぞれ
ボルト孔が複数形成されて、また、上記柱10には上記
ブラケット30の一方の面の各ボルト孔に対応した位置
にボルト孔が横方向に複数貫通形成されて、上記複合梁
20には上記ブラケット30の一方の面の各ボルト孔に
対応した位置にボルト孔が上面から下面に向けて複数貫
通形成されている。そして、上記柱10と複合梁20
は、ブラケット30及びボルト40、ナット41によっ
て連結接合されている。
The pillar 10 has a mortise 10A formed at the joint thereof. The mortise 10A is formed as a recess having a shape corresponding to the cross-sectional shape of the steel pipe 21. The composite beam 20 has a protruding steel pipe portion (protruding portion ).
(Steel portion) A tenon portion 21B is provided at the tip of 21A, and the tenon portion 21B is formed so as to fit into the tenon hole 10A. In the protruding steel pipe portion 21A, a portion excluding the tenon portion 21B is exposed to the outside, and the bracket 30 is formed on the exposed surface.
Is formed. The bracket 30 has an L-shaped side surface, and one surface has a protruding steel pipe portion 21.
A and the other surface is formed so as to engage with the pillar 10. Further, a plurality of bolt holes are formed on each surface of the bracket 30, and a plurality of bolt holes penetrate the pillar 10 in the lateral direction at positions corresponding to the bolt holes on one surface of the bracket 30. A plurality of bolt holes are formed in the composite beam 20 at positions corresponding to the respective bolt holes on one surface of the bracket 30 from the upper surface to the lower surface. The column 10 and the composite beam 20
Are connected and joined by a bracket 30, a bolt 40, and a nut 41.

【0012】従って、実施例1によれば、上記柱10の
接合部としては上記ブラケット30のボルト孔に対応し
たボルト孔を設けるだけでよく、また、上記複合梁20
についても突出鋼管部21Aにボルト孔を設けるだけで
よく、それぞれの接合部は簡単に加工することができ、
特に、柱10はプレカット工法によって自動加工するこ
とができる。
Therefore, according to the first embodiment, it is only necessary to provide a bolt hole corresponding to the bolt hole of the bracket 30 as a joint portion of the column 10.
It is only necessary to provide a bolt hole in the protruding steel pipe portion 21A, and each joint can be easily processed.
In particular, the pillar 10 can be automatically processed by a pre-cutting method.

【0013】また、本実施例1によれば、工場加工され
た柱10、複合梁20、ブラケット30及びボルト40
を現場に持ち込み、重機類で柱10を建ち上げ、更に、
複合梁20を吊り上げて複合梁20のほぞ部21Bを柱
10のほぞ穴10Aに嵌着させ、後はブラケット30を
柱10及び突出鋼管部21Aそれぞれのボルト孔に合わ
せてボルト40をボルト孔に通してナット41で締結す
るだけで簡単にこれら両者10、20を接合することが
できる。
Further, according to the first embodiment, the pillar 10, the composite beam 20, the bracket 30, and the bolt 40 which have been factory-processed.
To the site, build pillars 10 with heavy machinery,
The composite beam 20 is lifted, and the tenon portion 21B of the composite beam 20 is fitted into the tenon hole 10A of the column 10. After that, the bracket 30 is aligned with the bolt holes of the column 10 and the protruding steel pipe portion 21A, and the bolt 40 is inserted into the bolt hole. These two members 10 and 20 can be easily joined only by passing the nuts and fastening them with the nuts 41.

【0014】実施例2 本実施例2の木質の柱と複合梁との接合構造は、図2に
示すように、実施例1の接合構造において外部に露呈し
た突出鋼管部21A、ブラケット30、ボルト40及び
ナット41を被覆材50によって隠蔽して構成されたも
のである。従って、実施例2によれば、実施例1と同様
の作用効果を期することができると共に、突出鋼管部2
1A等を隠蔽することによって接合構造の外観を見栄え
よくして意匠的にも優れたものにすることができる。
尚、被覆材50としては、表面をコーティングできる材
料であれば、特に制限されない。
Embodiment 2 As shown in FIG. 2, the joint structure between the wooden pillar and the composite beam of Embodiment 2 is a projecting steel pipe portion 21A, a bracket 30, and a bolt which are exposed to the outside in the joint structure of Embodiment 1. The cover 40 and the nut 41 are hidden by a covering material 50. Therefore, according to the second embodiment, the same operation and effect as those of the first embodiment can be expected, and the protruding steel pipe portion 2 can be obtained.
By concealing 1A or the like, the appearance of the joint structure can be improved and the design can be improved.
The coating material 50 is not particularly limited as long as it can coat the surface.

【0015】実施例3 本実施例の木質の柱と複合梁との接合構造は、図3、図
4に示すように、上記各実施例における突出鋼管部21
A全体がほぞ部21Bとして形成され、ブラケット30
の他方の面が複合梁20の化粧材22に係合して構成さ
れている以外は、上記各実施例と同様に構成されてい
る。本実施例によれば、突出鋼管部21Aが全体がほぞ
部21Bとして形成されているため、実施例1の外観よ
りも意匠的に優れたものになる他、実施例1と同様の作
用効果を期することができる。
Embodiment 3 As shown in FIGS. 3 and 4, the joint structure between a wooden pillar and a composite beam in this embodiment is a projecting steel pipe portion 21 in each of the above embodiments.
A is formed as a tenon part 21B,
Is configured in the same manner as the above embodiments, except that the other surface is configured to engage with the decorative material 22 of the composite beam 20. According to the present embodiment, since the projecting steel pipe portion 21A is entirely formed as a tenon portion 21B, the appearance is more excellent in design than the appearance of the first embodiment, and the same operation and effect as in the first embodiment are obtained. Can be expected

【0016】実施例4 本実施例の木質の柱と複合梁との接合構造は、図5に示
すように、二本の複合梁20、20を一本の柱10に対
して十字状に形成することもできる。従って、本実施例
においても実施例3と同様の作用効果を期することがで
きる。
Embodiment 4 A joint structure between a wooden pillar and a composite beam according to the present embodiment has a structure in which two composite beams 20 and 20 are formed in a cross shape with respect to one pillar 10 as shown in FIG. You can also. Therefore, the present embodiment can expect the same operation and effect as the third embodiment.

【0017】実施例5 本実施例の木質の柱と複合梁との接合構造は、図6に示
すように、図5で示す二本の複合梁20、20と柱10
との交叉部に対して一本の複合梁20(但し、同一延長
状に接合された一本の複合梁20は図示省略)が直角方
向から接合されて構成されたものである。そして、ここ
で用いられる複合梁20、20は実施例3、4と同様に
突出鋼管部全体がほぞ部(図示せず)として構成されて
いる。また、この際に用いられるブラケット31は、一
つの複合梁20の先端部の両側面と下面の三面に係合
し、残り二つの複合梁20、20の先端部それぞれの側
面の二面に係合するように一体に形成されている。そし
て、ブラケット31及びボルト40、ナット41によっ
て三本の複合梁20、20、20が柱10に対して接合
されている。また、この接合構造においても、上記各実
施例で用いられたL字状のブラケット30を用いること
ができることはいうまでもない。また、図9は上記ブラ
ケット31の変形例を示し、ブラケット32は複合梁2
0の両側面との係合面の形状が図6に示すものと若干異
にしたものであり、32Aはボルト孔である。従って、
本実施例においても実施例3、4と同様の作用効果を期
することができる。
Embodiment 5 As shown in FIG. 6, the joint structure between the wooden pillar and the composite beam in this embodiment is composed of two composite beams 20 and 20 and a pillar 10 shown in FIG.
A single composite beam 20 (however, one composite beam 20 joined in the same extension shape is not shown) is joined to the intersection portion from the right angle direction. The composite beams 20, 20 used here have the entire protruding steel pipe portion as a tenon (not shown) as in the third and fourth embodiments. The brackets 31 used at this time are engaged with the three side surfaces of the distal end of one composite beam 20 and the three lower surfaces, and are engaged with the two surfaces of the side surfaces of the distal ends of the remaining two composite beams 20, 20. It is integrally formed so that it may fit. The three composite beams 20, 20, 20 are joined to the column 10 by the bracket 31, the bolt 40, and the nut 41. Also, it goes without saying that the L-shaped bracket 30 used in each of the above embodiments can be used in this joint structure. FIG. 9 shows a modification of the bracket 31, and the bracket 32
The shape of the engagement surface with the both side surfaces of 0 is slightly different from that shown in FIG. 6, and 32A is a bolt hole. Therefore,
In this embodiment, the same operation and effect as those of the third and fourth embodiments can be expected.

【0018】実施例6 本実施例の木質の柱と複合梁との接合構造は、図7に示
すように、実施例5における複合梁20、20に代えて
木材の梁20’が用いられている以外は、実施例5と同
様に構成されている。只、梁20’の高さが複合梁20
の高さより小さいため、ブラケット32の形状が上記ブ
ラケット31の形状と多少異なっている。つまり、この
ブラケット32の複合梁20との係合面は上記ブラケッ
ト31と同様に形成されているが、他の係合面は梁2
0’との係合面と柱10との係合面に別れ、上記梁2
0’との係合面は上記複合梁20との係合面に対して垂
直に折曲形成され、上記柱10との係合面は上記複合梁
20との係合面と同一面に形成されている。そして、上
記ブラケット32及びボルト40、ナット41によって
二本の梁20’、20’と一本の複合梁20が柱10に
対して接合されている。従って、本実施例においても実
施例3〜5と同様の作用効果を期することができる。
Embodiment 6 As shown in FIG. 7, a joint structure between a wooden pillar and a composite beam in this embodiment uses a wood beam 20 'instead of the composite beams 20 and 20 in the fifth embodiment. Other than that, the configuration is the same as that of the fifth embodiment. However, the height of the beam 20 'is the composite beam 20
, The shape of the bracket 32 is slightly different from the shape of the bracket 31. That is, the engagement surface of the bracket 32 with the composite beam 20 is formed in the same manner as the bracket 31, but the other engagement surfaces are
0 ′ and an engaging surface with the column 10.
The engaging surface with 0 'is bent perpendicularly to the engaging surface with the composite beam 20, and the engaging surface with the column 10 is formed on the same plane as the engaging surface with the composite beam 20. Have been. The two beams 20 ′, 20 ′ and one composite beam 20 are joined to the column 10 by the bracket 32, the bolt 40, and the nut 41. Therefore, in this embodiment, the same operation and effect as those of the third to fifth embodiments can be expected.

【0019】実施例7 本実施例の木質の柱と複合梁との接合構造は、図8
(a)に示すように、柱10と筋違、60、60と複合
梁20との接合構造に適用されたものである。即ち、複
合梁20は接合部において鋼管21が露呈して形成され
ており、また、ブラケット33は、断面T字状に形成さ
れ、その基面が露呈した鋼管部21Aにボルト40、ナ
ット41によって取り付けられ、基面から立ち上がる垂
直面が柱10及び筋違60、60の接合部に形成された
スリット状の切り込み10A、60A、60Aで挟持さ
れるように形成さている。そして、ブラケット33の垂
直面、柱10及び筋違60、60にはボルト孔10B、
6B、60Bがそれぞれ形成され、柱10、筋違60及
びこれら両者10、60、60に挟持された垂直面がボ
ルト40、ナット41によって連結できるように構成さ
れている。従って、本実施例においても上記各実施例と
同様の作用効果を期することができる。
Embodiment 7 A joint structure between a wooden pillar and a composite beam in this embodiment is shown in FIG.
As shown in (a), the present invention is applied to a joint structure between a column 10 and braces, and 60, 60 and a composite beam 20. That is, the composite beam 20 is formed by exposing the steel pipe 21 at the joint portion, and the bracket 33 is formed in a T-shaped cross section, and the bolt 40 and the nut 41 are provided on the steel pipe part 21A whose base surface is exposed. The vertical surface that is attached and rises from the base surface is formed so as to be sandwiched by slit-shaped cuts 10A, 60A, 60A formed at the joints of the columns 10 and the braces 60, 60. Then, bolt holes 10B are provided in the vertical surface of the bracket 33, the pillar 10, and the braces 60, 60.
6B and 60B are formed, respectively, so that the pillar 10, the bracing 60, and the vertical surface sandwiched between the columns 10, 60, 60 can be connected by bolts 40 and nuts 41. Therefore, in this embodiment, the same operation and effect as those of the above embodiments can be expected.

【0020】実施例8 本実施例の木質の柱と複合梁との接合構造は、図8
(b)に示すように、実施例7の鋼管21をH型鋼42
となしてあり、それ以外は、実施例7と同様に構成され
ている。
Embodiment 8 A joint structure between a wooden pillar and a composite beam in this embodiment is shown in FIG.
(B) As shown in FIG.
Otherwise, the configuration is the same as that of the seventh embodiment.

【0021】尚、上記柱10は、木材、集成材、鋼材の
いずれから成るものであっても本考案を適用することが
できる。更に、実用面においては束材であっても差し支
えなく、屋根裏や床下を構成することもできる。
The present invention can be applied to the pillar 10 made of any of wood, laminated wood, and steel. Furthermore, in practical use, a bundle material may be used, and an attic or a floor under the floor may be formed.

【0022】また、本考案は、木材、集成材等の木質か
らなる柱材または梁材と、鋼管の表面に化粧材を被覆し
て成る複合梁材とを接合する接合構造において、木質の
柱材または梁材に形成されたほぞ穴と、このほぞ穴に嵌
着された突出鋼管部から成るほぞ部を有する上記複合梁
材と、この複合梁材と上記柱材に係合されたブラケット
とを備え、上記ブラケットを介して連結ボルトにより上
記柱材と上記複合材とを接合して成る木質の柱と複合梁
との接合構造であれば、上記各実施例に何等制限される
ものではない。
The present invention also provides a joint structure for joining a wooden pillar or beam made of wood, glued laminated wood, or the like, to a composite beam made of a steel pipe surface covered with a decorative material. A mortise formed in the material or the beam, a composite beam having a tenon including a protruding steel tube fitted in the mortise, a bracket engaged with the composite beam and the column, and The present invention is not limited to the above embodiments as long as it is a joint structure between a wooden pillar and a composite beam formed by joining the column material and the composite material by connecting bolts via the bracket. .

【0023】[0023]

【考案の効果】本考案の木質の柱材または梁材と複合梁
との接合構造は、木質の柱材または梁材と複合梁材との
接合部分を簡単に加工することができると共に、現場作
業での接合作業を簡単に行なうことができるものであ
る。また、本考案によれば、鋼材はC型鋼、H型鋼、鋼
管等の各種形状のものが使用可能であり、鋼、ステンレ
ス鋼等の合金鋼、表面処理鋼等の各種鋼材の使用が可能
である。
[Effect of the Invention] The joint structure of the wooden pillar or the beam and the composite beam of the present invention can easily process the joint between the wooden column or the beam and the composite beam, and can be used on site. The joining operation can be easily performed. According to the present invention, various steel materials such as C-type steel, H-type steel and steel pipe can be used, and various steel materials such as steel, alloy steel such as stainless steel, and surface-treated steel can be used. is there.

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

【図1】本考案の複合梁の接合構造の一実施例を示す側
面図である。
FIG. 1 is a side view showing an embodiment of a joint structure of a composite beam of the present invention.

【図2】本考案の複合梁の接合構造の他の実施例の要部
を示す部分断面図である。
FIG. 2 is a partial sectional view showing a main part of another embodiment of the joint structure of the composite beam of the present invention.

【図3】本考案の複合梁の接合構造の更に他の実施例
で、連結ボルトを取り付ける前の状態を示す斜視図であ
る。
FIG. 3 is a perspective view showing a joint structure of a composite beam according to still another embodiment of the present invention before a connecting bolt is attached.

【図4】図3に示す複合梁の接合構造を連結ボルトによ
って連結した完成状態を示す側面図である。
4 is a side view showing a completed state in which the joint structures of the composite beam shown in FIG. 3 are connected by connecting bolts.

【図5】本考案の複合梁の接合構造の更に他の実施例を
示す側面図である。
FIG. 5 is a side view showing still another embodiment of the joint structure of the composite beam of the present invention.

【図6】本考案の複合梁の接合構造の更に他の実施例を
示す側面図である。
FIG. 6 is a side view showing still another embodiment of the joint structure of the composite beam of the present invention.

【図7】本考案の複合梁の接合構造の更に他の実施例を
示す側面図である。
FIG. 7 is a side view showing still another embodiment of the joint structure of the composite beam of the present invention.

【図8】(a)は本考案の複合梁の接合構造の更に他の
実施例を示す分解斜視図、(b)は本考案の複合梁の接
合構造の更に他の実施例の一部を示す斜視図である。
8 (a) is an exploded perspective view showing still another embodiment of the joint structure of the composite beam of the present invention, and FIG. 8 (b) is a part of still another embodiment of the joint structure of the composite beam of the present invention. FIG.

【図9】本考案の複合梁の接合構造に用いられるブラケ
ットの一例を示す斜視図である。
FIG. 9 is a perspective view showing an example of a bracket used in the joint structure of the composite beam of the present invention.

【符号の説明】[Explanation of symbols]

10 柱(柱材) 10A ほぞ穴 20 複合梁(複合梁材) 21 角形鋼管(鋼材) 21A 突出鋼管部(突出鋼材部) 21B ほぞ部 22 化粧材 30 ブラケット 40 ボルト(連結ボルト) 41 ナット 42 H型鋼DESCRIPTION OF SYMBOLS 10 Column (column material) 10A Mortise hole 20 Composite beam (composite beam material) 21 Square steel pipe (steel material) 21A Projecting steel pipe part (projecting steel part) 21B Mortice part 22 Cosmetic material 30 Bracket 40 Bolt (connection bolt) 41 Nut 42H Section steel

───────────────────────────────────────────────────── フロントページの続き (72)考案者 新居 稔弘 兵庫県尼崎市扶桑町1番21号 住金鋼材 工業株式会社内 (58)調査した分野(Int.Cl.6,DB名) E04B 1/18 E04C 3/04 E04B 1/58 506 - 508──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Toshihiro Arai 1-21 Fuso-cho, Amagasaki-shi, Hyogo Sumikin Kogyo Kogyo Co., Ltd. (58) Field surveyed (Int. Cl. 6 , DB name) E04B 1/18 E04C 3/04 E04B 1/58 506-508

Claims (2)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 木材、集成材等の木質からなる柱材また
は梁材と、鋼材の表面に化粧材を被覆して成る複合梁材
とを接合する接合構造において、木質の柱材または梁材
に形成されたほぞ穴と、このほぞ穴に嵌着される突出鋼
部から成るほぞ部を有する上記複合梁材と、この複合
梁材と上記柱材または梁材に係合されたブラケットとを
備え、上記ブラケットを介して連結ボルトにより上記柱
材または梁材と上記複合梁材とを接合して成る、複合梁
の接合構造。
1. A joint structure for joining a wooden pillar or beam made of wood, such as wood or glued laminated wood, and a composite beam made of a steel material coated with a decorative material, in a wooden pillar or beam. Mortise formed in the mortise and protruding steel fitted in this mortise
A composite beam having a tenon portion composed of a material portion, and a bracket engaged with the composite beam and the column or beam, wherein the column or beam is connected to the column or beam by a connecting bolt via the bracket. A composite beam joining structure formed by joining the composite beam material.
【請求項2】 上記ブラケット及び上記連結ボルトをそ
れぞれ被覆材によって隠蔽して成る、請求項1項記載の
複合梁の接合構造。
2. The composite beam joining structure according to claim 1, wherein said bracket and said connecting bolt are each concealed by a covering material.
JP313392U 1992-01-31 1992-01-31 Composite beam joint structure Expired - Lifetime JP2582515Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP313392U JP2582515Y2 (en) 1992-01-31 1992-01-31 Composite beam joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP313392U JP2582515Y2 (en) 1992-01-31 1992-01-31 Composite beam joint structure

Publications (2)

Publication Number Publication Date
JPH0561301U JPH0561301U (en) 1993-08-13
JP2582515Y2 true JP2582515Y2 (en) 1998-10-08

Family

ID=11548857

Family Applications (1)

Application Number Title Priority Date Filing Date
JP313392U Expired - Lifetime JP2582515Y2 (en) 1992-01-31 1992-01-31 Composite beam joint structure

Country Status (1)

Country Link
JP (1) JP2582515Y2 (en)

Also Published As

Publication number Publication date
JPH0561301U (en) 1993-08-13

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