JPH04269235A - Connecting structure of column and beam - Google Patents
Connecting structure of column and beamInfo
- Publication number
- JPH04269235A JPH04269235A JP5068791A JP5068791A JPH04269235A JP H04269235 A JPH04269235 A JP H04269235A JP 5068791 A JP5068791 A JP 5068791A JP 5068791 A JP5068791 A JP 5068791A JP H04269235 A JPH04269235 A JP H04269235A
- Authority
- JP
- Japan
- Prior art keywords
- joint
- column
- steel pipe
- bolt
- joining
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 68
- 239000010959 steel Substances 0.000 claims abstract description 68
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 10
- 238000003466 welding Methods 0.000 abstract description 7
- 229910052742 iron Inorganic materials 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【０００１】0001
【産業上の利用分野】この発明は、角形鋼管柱とＨ形鋼
梁とからなる鉄骨ラーメンにおける柱・梁接合構造に関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column-beam joint structure in a steel rigid frame consisting of square steel pipe columns and H-shaped steel beams.
【０００２】0002
【従来の技術】従来、角形鋼管柱とＨ形鋼梁等の鉄骨梁
を剛接合する技術としては、例えば、特公昭６１−５８
６２０号公報に示されるように、肉厚が柱の肉厚より厚
い筒状の梁接合筒状のテーパーを設けた端面に、角形鋼
管柱の端部を突合せ溶接により取り付けてあって、高力
ボルトを、Ｈ形鋼梁端部に溶接により取り付けてあるＨ
形鋼梁の板厚より厚肉のエンドプレートの透孔に挿通し
、かつ梁接合筒体の側部の複数のねじ孔に螺着すること
によりＨ形鋼梁を梁接合筒体に接合してあるものが知ら
れている。[Prior Art] Conventionally, as a technique for rigidly joining steel beams such as square steel pipe columns and H-shaped steel beams, for example,
As shown in Publication No. 620, the end of a square steel pipe column is butt-welded to the tapered end surface of a cylindrical beam joint having a wall thickness greater than that of the column, and the end part of the square steel pipe column is butt welded. A bolt is attached to the end of an H-shaped steel beam by welding.
The H-shaped steel beam is joined to the beam joint cylinder by inserting it into the through hole in the end plate, which is thicker than the plate thickness of the steel beam, and screwing into the multiple screw holes on the side of the beam joint cylinder. Something is known.
【０００３】0003
【発明が解決しようとする課題】しかし、上記従来のも
のは梁接合筒体の上下の端面部にそれぞれテーパー部が
設けられそれらテーパー部に上下の角形鉄管柱が溶接さ
れて相互に一体化された構造となっているので、必ず溶
接しなければならず、その溶接作業が面倒であるととも
に、予めそのように工場で溶接されたものを運搬しよう
とすると、角形鉄管柱の全体の長さが長くなって運搬し
にくいという問題点があった。[Problems to be Solved by the Invention] However, in the above-mentioned conventional method, tapered portions are provided at the upper and lower end surfaces of the beam joint cylinder, and the upper and lower rectangular steel pipe columns are welded to these tapered portions and integrated with each other. Since the structure is such that it must be welded, the welding work is troublesome, and if you try to transport something that has already been welded in a factory, the entire length of the rectangular steel pipe column will increase. The problem was that it was long and difficult to transport.
【０００４】この発明は、上記問題点を解決するために
なされたもので、梁接合筒体（角筒形接合部材）と角形
鉄管柱との溶接を必ずしも要さず、ばらばらな状態で運
搬できて組み立てが容易な柱・梁接合構造を提供するこ
とを目的とする。[0004] This invention was made to solve the above-mentioned problems, and does not necessarily require welding between the beam joint cylinder (prismatic cylinder joint member) and the square iron pipe column, and can be transported in pieces. The purpose is to provide a column-beam joint structure that is easy to assemble.
【０００５】[0005]
【課題を解決するための手段】請求項１記載の発明に係
る柱・梁の接合構造は、上記課題を解決するため、上下
の角形鋼管柱同士の接合部内に、角筒形接合部材がその
外側中段部に設けられた位置決め用凸部を前記接合部に
設けられた位置決め用切欠き部に嵌入させて位置決めさ
れた状態に収納され、前記接合部の側部に取り付けられ
るＨ形鋼梁の端部にはエンドプレートが取り付けられ、
該エンドプレート部分を前記接合部の部分に突き合わせ
て前記エンドプレートに設けられたボルト通し孔の外側
から該ボルト通し孔、および前記接合部の端部分に設け
られたボルト通し孔を介して、取付ボルトの先端部を前
記角筒形接合部材に設けられたねじ孔中に螺着させた構
成とした。[Means for Solving the Problem] In order to solve the above problem, the column/beam joint structure according to the invention as claimed in claim 1 has a rectangular cylindrical joint member in the joint between the upper and lower rectangular steel pipe columns. The H-shaped steel beam is housed in a positioned state by fitting the positioning convex part provided on the outer middle part into the positioning notch provided in the joint part, and is attached to the side part of the joint part. An end plate is attached to the end,
Mounting the end plate portion against the joint portion from the outside of the bolt through hole provided in the end plate and through the bolt through hole provided in the end portion of the joint portion. The tip of the bolt is screwed into a screw hole provided in the rectangular cylindrical connecting member.
【０００６】請求項２記載の発明に係る柱・梁の接合構
造は、上記課題を解決するため、請求項１記載の発明に
対し、その構成要素の角筒形接合部材の上下の開口部の
少なくとも一方に補強板が取り付けられた構成とした。[0006] In order to solve the above problem, the column-beam joint structure according to the invention set forth in claim 2 is different from the invention set forth in claim 1 in that the upper and lower openings of the prismatic cylindrical joint member as a component thereof are A reinforcing plate was attached to at least one side.
【０００７】[0007]
【作用】請求項１記載の発明によれば、角筒形鉄管柱相
互の接合部内に、角筒形接合部材を、その外側中段部に
設けられた凸部をその接合部に設けられた位置決め用切
欠き部に嵌入させて位置決めした状態に収納させて、そ
の接合部分に、エンドプレートの付いたＨ形鋼梁の端部
を突き合わせ、そのエンドプレートのボルト通し孔側か
らボルトの先端部を差し込んで前記角筒形接合部材のね
じ孔に螺着させることによって、角形鋼管柱の接合部に
Ｈ形鋼梁の端部を簡単に取り付けることができる。[Operation] According to the invention as claimed in claim 1, the prismatic cylindrical joining member is placed in the joint between the prismatic cylindrical iron pipe columns, and the convex portion provided at the outer middle part of the prismatic cylindrical joining member is positioned at the joint portion. Fit the end of the H-shaped steel beam with the end plate into the notch and store it in a positioned state, butt the end of the H-shaped steel beam with the end plate against the joint, and insert the tip of the bolt from the bolt through hole side of the end plate. By inserting and screwing into the screw hole of the rectangular cylindrical joint member, the end of the H-shaped steel beam can be easily attached to the joint of the rectangular steel pipe column.
【０００８】請求項２記載の発明によれば、角筒形接合
部材の上下の開口部の少なくとも一方に補強板を取り付
けた分だけ柱・梁の接合構造の強度が増す。According to the second aspect of the invention, the strength of the column-beam joint structure is increased by attaching a reinforcing plate to at least one of the upper and lower openings of the prismatic joint member.
【０００９】[0009]
【実施例】図１〜図４には、この発明の柱・梁接合構造
の構成例を示す、それらのうち、図１は、その柱・梁接
合構造を示す斜視図、図２はその縦断側面図、図３はそ
の平断図面、図４はその分解斜視図である。[Example] Figs. 1 to 4 show examples of the structure of the column-beam joint structure of the present invention. Of these, Fig. 1 is a perspective view showing the column-beam joint structure, and Fig. 2 is a longitudinal section thereof. FIG. 3 is a side view, FIG. 3 is a plan view thereof, and FIG. 4 is an exploded perspective view thereof.
【００１０】この柱・梁接合構造は、上下の角形鋼管柱
１０，２０同士の接合部内に角筒形接合部材３０が収納
され、その接合部の側部にＨ形鋼梁４０の端部が突き合
わされて、そのＨ形鋼梁４０が前記接合部にボルト５０
により固定された構造となっている。In this column-beam joint structure, a square cylindrical joint member 30 is housed in the joint between the upper and lower square steel pipe columns 10 and 20, and the end of the H-shaped steel beam 40 is placed on the side of the joint. The H-shaped steel beams 40 are butted together and bolts 50 are attached to the joints.
It has a fixed structure.
【００１１】前記上下の角形鋼管柱１０，２０は前記角
筒形接合部材３０を介して相互に接合されるもので、そ
れらの接合端部分の各側壁部にはそれぞれボルト通し孔
１１，２１が設けられている。また、上下の角形鋼管柱
１０，２０の各側壁部の接合端部には位置決め用切欠き
部１２，２２が設けられている。The upper and lower square steel pipe columns 10 and 20 are joined to each other via the square cylindrical joint member 30, and bolt holes 11 and 21 are formed in the side walls of their joint ends, respectively. It is provided. Furthermore, positioning notches 12 and 22 are provided at the joint ends of the side walls of the upper and lower square steel pipe columns 10 and 20, respectively.
【００１２】前記角筒形接合部材３０は前記上下の角形
鋼管柱１０，２０同士の接合部内に収納されてその上下
の角形鋼管柱１０，２０同士を連結させるとともにそれ
ら相互の接合部にＨ形鋼梁４０を連結させるためのもの
で、前記上下の角形鋼管柱１０，２０の接合部内に丁度
収納され得る大きさの角筒形鋼材等により作られている
。The square tubular joint member 30 is housed in the joint between the upper and lower square steel pipe columns 10 and 20, and connects the upper and lower square steel pipe columns 10 and 20, and forms an H-shape at the joint between them. It is for connecting the steel beams 40, and is made of a rectangular cylindrical steel material or the like of a size that can be accommodated in the joint between the upper and lower rectangular steel pipe columns 10 and 20.
【００１３】この角筒形接合部材３０の上下の開口部分
には補強板（例えば、鋼板など）３１が溶接等により取
り付けられ、外側部中段には位置決め用凸部３２が形成
されている。Reinforcement plates (eg, steel plates) 31 are attached to the upper and lower openings of this prismatic cylindrical joint member 30 by welding or the like, and a positioning convex portion 32 is formed in the middle of the outer side.
【００１４】そして、前記補強板３１，３１は前記角筒
形接合部材３０の外側壁からはみ出さない程度の大きさ
とされ、前記位置決め用凸部３２は角筒形接合部材３０
が前記上下の角形鋼管柱１０，２０同士の接合部内に収
納された状態において角形鋼管柱１０，２０の外側部の
外側に突出しない程度の大きさとなっている。The reinforcing plates 31, 31 are sized to such an extent that they do not protrude from the outer wall of the prismatic cylindrical joining member 30, and the positioning convex portion 32 is formed on the prismatic cylindrical joining member 30.
The size is such that it does not protrude to the outside of the outer side of the square steel pipe columns 10, 20 when it is housed in the joint between the upper and lower square steel pipe columns 10, 20.
【００１５】また、この角筒形接合部材３０の各側壁部
には、該角筒形接合部材３０が前記上下の角形鋼管柱１
０，２０同士の接合部内に収納された状態においてその
接合部のボルト通し孔１１，２１の位置と出合うように
ねじ孔３３が設けられている。これらねじ孔３３に比べ
て前記ボルト通し孔１１，２１の方が大きく作られてい
る。Further, each side wall portion of this prismatic cylindrical joining member 30 is attached to the upper and lower prismatic steel pipe columns 1.
A screw hole 33 is provided so as to meet the position of the bolt through hole 11, 21 of the joint part when the screw hole 33 is housed in the joint part of the joint parts. The bolt through holes 11 and 21 are made larger than the screw holes 33.
【００１６】また、前記Ｈ形鋼梁４０の接合端部には接
合用プレート４１が溶接等により取り付けられ、該接合
用プレート４１の前記上下の角形鋼管柱１０，２０の接
合部のボルト通し孔１１，２１の位置と対応させてボル
ト通し孔４２が設けられている。Further, a joining plate 41 is attached to the joining end of the H-shaped steel beam 40 by welding or the like, and the bolt through hole of the joining plate 41 is formed at the joining part of the upper and lower square steel pipe columns 10 and 20. Bolt through holes 42 are provided corresponding to the positions 11 and 21.
【００１７】この実施例に係る柱・梁接合構造を構成す
る前記上下の角形鋼管柱１０，２０、角筒形接合部材３
０およびＨ形鋼梁４０は、上記のように構成されていて
、例えば、次のようにして組み立てられる。先ず、下側
の角形鋼管柱２０の上端開口部中に角筒形接合部材３０
の下半分を収納させて、その位置決め用凸部３２の下半
部を角形鋼管柱２０の位置決め用切欠き部２２中に嵌入
させた状態にさせる。そして、その状態でその角形鋼管
柱２０の上方に突出した状態にある角筒形接合部材３０
の上半部分に、上側の角形鋼管柱１０の上端開口部を外
嵌させるとともに、その位置決め用切欠き部１２をその
位置決め用凸部３２の上半部に外嵌させて、その上下の
角形鋼管柱１０，２０相互の接合端部同士接合させた状
態にさせる。この状態にあっては、角筒形接合部材３０
の各側壁部のねじ孔３３の位置と上下の角形鋼管柱１０
，２０の接合端部のボルト通し孔１１，２１の位置とが
一致した状態となる。The upper and lower square steel pipe columns 10 and 20 and the square cylindrical joint member 3 constitute the column-beam joint structure according to this embodiment.
The 0- and H-section steel beams 40 are constructed as described above, and are assembled, for example, as follows. First, a rectangular cylindrical joint member 30 is placed in the upper end opening of the lower rectangular steel pipe column 20.
The lower half of the positioning projection 32 is fitted into the positioning notch 22 of the square steel pipe column 20. In this state, the prismatic cylindrical joint member 30 protrudes above the prismatic steel pipe column 20.
The upper end opening of the upper rectangular steel pipe column 10 is fitted onto the upper half part, and the positioning notch 12 is fitted onto the upper half of the positioning convex part 32 to form the upper and lower squares. The joining ends of the steel pipe columns 10 and 20 are brought into a state where they are joined together. In this state, the prismatic cylindrical joining member 30
The position of the screw hole 33 on each side wall of the and the upper and lower square steel pipe columns 10
, 20 are aligned with the positions of the bolt through holes 11 and 21 at the joint ends.
【００１８】この状態で、その上下の角形鋼管柱１０，
２０相互の接合部分の側部にＨ形鋼梁４０の接合用プレ
ート４１が取り付けられた側の端部を突き合わせてその
接合用プレート４１の各ボルト通し孔４２を前記上下の
角形鋼管柱１０，２０相互の接合部分のボルト通し孔１
１，２１の位置に一致させる。In this state, the upper and lower square steel pipe columns 10,
20, butt the ends of the H-shaped steel beams 40 on the side where the joining plates 41 are attached to the sides of the mutual joint parts, and insert each bolt through hole 42 of the joining plates 41 into the upper and lower square steel pipe columns 10, 20 Bolt through hole 1 of mutual joint part
Match positions 1 and 21.
【００１９】そして、その接合用プレート４１側の各ボ
ルト通し孔４２中に、座金５１の装着された取付用ボル
ト５０を挿入してそれら各ボルト５０の先端部を角筒形
接合部材３０のねじ孔３３に強固に螺着させる。Then, the mounting bolts 50 with washers 51 are inserted into the respective bolt through holes 42 on the side of the joining plate 41, and the tips of the bolts 50 are inserted into the screws of the rectangular cylindrical joining member 30. It is firmly screwed into the hole 33.
【００２０】このように、上下の角形鋼管柱１０，２０
同士の接合部内に角筒形接合部材３０が位置決め用凸部
３２と位置決め用切欠き部２２，１２とで位置決めされ
た状態に収納され、その接合部の側部にＨ形鋼梁４０の
端部が突き合わされて、そのＨ形鋼梁４０が前記接合部
にボルト５０により固定されることによって、強固な柱
・梁の接合構造が出来上がっているので、前記角形鋼管
柱１０，２０と角筒形接合部材３０との溶接を必要とせ
ず、現場で簡単に組み立てられる。また、この柱・梁の
接合構造を構成する角形鋼管柱１０，２０、角筒形接合
部材３０およびＨ形鋼梁４０等は全て組み立て以前の状
態で現場まで運搬できることとなって、運搬し易く、狭
い場所での取り扱いも楽になる。In this way, the upper and lower square steel pipe columns 10, 20
A prismatic cylindrical joint member 30 is housed in the joint between them in a positioned state by the positioning convex part 32 and the positioning notches 22, 12, and the end of the H-shaped steel beam 40 is placed on the side of the joint. The H-shaped steel beams 40 are butted against each other and the H-shaped steel beams 40 are fixed to the joints with bolts 50, thereby creating a strong column-beam joint structure. It does not require welding with the shaped joint member 30 and can be easily assembled on site. In addition, the square steel pipe columns 10, 20, the square cylinder joint member 30, the H-shaped steel beam 40, etc. that make up this column-beam joint structure can all be transported to the site in an unassembled state, making them easy to transport. , making it easier to handle in tight spaces.
【００２１】なお、上記説明では、角形鋼管柱１０，２
０および角筒形接合部材３０の筒形状を四角形としたが
、三角形、五角形、六角形とするなど、必要に応じて自
由に設計変更してよい。[0021] In the above explanation, the square steel pipe columns 10, 2
0 and the rectangular cylindrical joint member 30 are square in shape, but the design may be freely changed as necessary, such as a triangular, pentagonal, or hexagonal shape.
【００２２】また、角筒形接合部材３０の上下の開口部
に補強板３１を取り付けたが、上下の角形鋼管柱１０，
２０や角筒形接合部材３０が強固であれば、必ずしも取
り付けなくてよい。Furthermore, reinforcing plates 31 were attached to the upper and lower openings of the square tubular joint member 30, but the upper and lower square steel pipe columns 10,
20 and the prismatic cylindrical joint member 30 do not necessarily need to be attached as long as they are strong.
【００２３】また、角筒形接合部材３０の外周の位置決
め用凸部３２は、角筒形接合部材３０が上下の角形鋼管
柱１０，２０の接合部内に収納されたときにそれら上下
の角形鋼管柱１０，２０の接合端部の位置決め用切欠き
部２２，１２中に嵌入されて位置決めされる機能を果す
ものであるから、その機能が損なわれない限り、位置決
め用凸部３２および位置決め用切欠き部２２，１２の位
置、形状、数等は必要に応じて自由に設計変更してよい
。Further, the positioning convex portion 32 on the outer periphery of the prismatic cylindrical joining member 30 is arranged so that when the prismatic cylindrical joining member 30 is housed in the joining portion of the upper and lower angular steel pipe columns 10 and 20, the upper and lower angular steel pipe columns 10 and 20 Since it is inserted into the positioning notches 22, 12 at the joint ends of the columns 10, 20 and performs the function of positioning, the positioning convex part 32 and the positioning notch are inserted as long as the function is not impaired. The position, shape, number, etc. of the notches 22, 12 may be freely changed as necessary.
【００２４】また、角筒形接合部材３０の各側壁部のね
じ孔３３は、それら側壁部に孔を開け、これら孔にタッ
プ等でねじを切ったものであってもよいし、また、その
孔の裏側にナットを溶接したものであってもよい。Further, the screw holes 33 in each side wall of the prismatic cylindrical joint member 30 may be formed by drilling holes in those side walls and cutting threads into these holes with a tap or the like. A nut may be welded to the back side of the hole.
【００２５】また、上記説明では上下の角形鋼管柱１０
，２０相互の接合端部分の４つの側壁部と角筒形接合部
材３０の４つの側壁部の全てにねじ通し孔１１，２１や
ねじ孔３３を設けた例を示したが、必ずしも４つの側壁
部全てに設ける必要はなく、必要に応じて設ければよい
。Furthermore, in the above description, the upper and lower square steel pipe columns 10
, 20, and the four side walls of the rectangular cylindrical joint member 30 are all provided with the screw holes 11, 21 and the screw hole 33. It is not necessary to provide it in all parts, and it may be provided as necessary.
【００２６】また、上記説明では、角筒形接合部材の位
置決め用凸部３２と該位置決め用凸部３２が嵌入される
位置決め用切欠き部２２，１２相互や上下の角形鋼管柱
１０，２０同士の接合端相互は溶接されていない例を示
したが、それら相互を溶接して強度を高めるようにして
もよい。Furthermore, in the above description, the positioning convex portion 32 of the prismatic cylindrical joint member and the positioning notch portions 22 and 12 into which the positioning convex portion 32 is fitted are inserted between each other and between the upper and lower rectangular steel pipe columns 10 and 20. Although an example has been shown in which the joint ends are not welded to each other, they may be welded to each other to increase the strength.
【００２７】[0027]
【発明の効果】請求項１記載の発明によれば、角筒形鉄
管柱相互の接合部内に、角筒形接合部材を、その外側中
段部に設けられた凸部をその接合部に設けられた位置決
め用切欠き部に嵌入させて位置決めした状態に収納させ
て、その接合部分に、エンドプレートの付いたＨ形鋼梁
の端部を突き合わせ、そのエンドプレートのボルト通し
孔側からボルトの先端部を差し込んで前記角筒形接合部
材のねじ孔に螺着させることによって、角形鋼管柱の接
合部にＨ形鋼梁の端部を簡単に取り付けることができる
。このため、運搬時においては、組み立て前のばらばら
な状態で運搬できることとなり、運搬が容易となる。According to the invention as set forth in claim 1, a prismatic cylindrical joining member is provided in the joint portion between the prismatic cylindrical iron pipe columns, and a convex portion provided at the middle portion of the outside thereof is provided at the joint portion. The end of the H-shaped steel beam with the end plate is butted against the joint, and the tip of the bolt is inserted from the bolt through hole side of the end plate. The end portion of the H-shaped steel beam can be easily attached to the joint portion of the square steel pipe column by inserting the end portion and screwing it into the screw hole of the square tubular joint member. Therefore, at the time of transportation, the device can be transported in unassembled pieces, making transportation easier.
【００２８】請求項２記載の発明によれば、角筒形接合
部材の上下の開口部の少なくとも一方に補強板を取り付
けた分だけ柱・梁の接合構造の強度がさらに増して強固
なものとなる。According to the second aspect of the invention, the strength of the column-beam joint structure is further increased by attaching a reinforcing plate to at least one of the upper and lower openings of the prismatic joint member, and the structure is made stronger. Become.
【図１】この発明の柱・梁接合構造の構成例を示す斜視
図である。FIG. 1 is a perspective view showing a configuration example of a column-beam joint structure of the present invention.
【図２】この発明の柱・梁接合構造の構成例を示す縦断
側面図である。FIG. 2 is a longitudinal sectional side view showing an example of the structure of the column-beam joint structure of the present invention.
【図３】この発明の柱・梁接合構造の構成例を示す平断
面図である。FIG. 3 is a plan cross-sectional view showing an example of the structure of the column-beam joint structure of the present invention.
【図４】この発明の柱・梁接合構造の構成例を示す分解
斜視図である。FIG. 4 is an exploded perspective view showing a configuration example of the column-beam joint structure of the present invention.
１０，２０ 角形鋼管柱 １２，２２ 位置決め用切欠き部 １１，２１，４２ ボルト通し孔 ３０ 角筒形接合部材 ３２ 位置決め用凸部 ３３ ねじ孔 ４０ Ｈ形鋼梁 ４１ エンドプレート ５０ 取付ボルト 10, 20 square steel pipe column 12, 22 Positioning notch 11, 21, 42 Bolt through hole 30 Prismatic tubular joint member 32 Positioning convex part 33 Screw hole 40 H-shaped steel beam 41 End plate 50 Mounting bolt
Claims (2)
角筒形接合部材がその外側中段部に設けられた位置決め
用凸部を前記接合部に設けられた位置決め用切欠き部に
嵌入させて位置決めされた状態に収納され、前記接合部
の側部に取り付けられるＨ形鋼梁の端部にはエンドプレ
ートが取り付けられ、該エンドプレート部分を前記接合
部の部分に突き合わせて前記エンドプレートに設けられ
たボルト通し孔の外側から該ボルト通し孔、および前記
接合部の端部分に設けられたボルト通し孔を介して、取
付ボルトの先端部を前記角筒形接合部材に設けられたね
じ孔中に螺着させてあることを特徴とする柱と梁との接
合構造。[Claim 1] In the joint between the upper and lower square steel pipe columns,
The prismatic cylindrical joint member is housed in a positioned state by fitting the positioning convex portion provided on the outer middle portion of the joint member into the positioning notch provided on the joint portion, and An end plate is attached to the end of the H-shaped steel beam to be attached, and the end plate portion is butted against the joint portion, and the bolt hole provided in the end plate is inserted from the outside of the bolt hole, and the bolt hole is inserted into the bolt hole from the outside. A column and a beam, characterized in that the tip of a mounting bolt is screwed into a screw hole provided in the rectangular cylindrical joint member through a bolt through hole provided at an end portion of the joint. joint structure.
少なくとも一方に補強板が取り付けられていることを特
徴とする請求項１記載の柱・梁の接合構造。2. The column-beam joint structure according to claim 1, wherein a reinforcing plate is attached to at least one of the upper and lower openings of the prismatic cylindrical joint member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5068791A JPH04269235A (en) | 1991-02-22 | 1991-02-22 | Connecting structure of column and beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5068791A JPH04269235A (en) | 1991-02-22 | 1991-02-22 | Connecting structure of column and beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH04269235A true JPH04269235A (en) | 1992-09-25 |
Family
ID=12865840
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5068791A Pending JPH04269235A (en) | 1991-02-22 | 1991-02-22 | Connecting structure of column and beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH04269235A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009221748A (en) * | 2008-03-17 | 2009-10-01 | Ｙｋｋ Ａｐ株式会社 | Column-beam joint structure and outdoor structure |
-
1991
- 1991-02-22 JP JP5068791A patent/JPH04269235A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009221748A (en) * | 2008-03-17 | 2009-10-01 | Ｙｋｋ Ａｐ株式会社 | Column-beam joint structure and outdoor structure |
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