JPS6341443Y2 - - Google Patents
Info
- Publication number
- JPS6341443Y2 JPS6341443Y2 JP18972282U JP18972282U JPS6341443Y2 JP S6341443 Y2 JPS6341443 Y2 JP S6341443Y2 JP 18972282 U JP18972282 U JP 18972282U JP 18972282 U JP18972282 U JP 18972282U JP S6341443 Y2 JPS6341443 Y2 JP S6341443Y2
- Authority
- JP
- Japan
- Prior art keywords
- steel
- column
- shaped
- web
- assembled
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 29
- 239000010959 steel Substances 0.000 claims description 29
- 239000002184 metal Substances 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 239000003351 stiffener Substances 0.000 description 6
- 239000004567 concrete Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Description
【考案の詳細な説明】
この考案は組柱を使用する鉄骨構造あるいは鉄
骨鉄筋コンクリート構造における柱と梁の接合部
の構造に関するものである。[Detailed description of the invention] This invention relates to the structure of a joint between a column and a beam in a steel structure or a steel reinforced concrete structure using assembled columns.
出願人は２本のＨ形断面の鉄骨を組合せた組柱
を使用する鉄骨構造を開発しつつある。そして強
軸方向に鉄骨梁を接合する場合は鉄骨フランジに
Ｔ形金物を高力ボルトで結合し、このＴ形金物に
鉄骨梁を結合する。 Applicant is developing a steel structure that uses a set of columns made up of two H-section steel frames. When joining steel beams in the direction of the strong axis, T-shaped hardware is connected to the steel flange using high-strength bolts, and the steel beam is connected to this T-shaped hardware.
この考案は弱軸方向に鉄骨梁をＴ形金物を使用
して接合しうるように工夫したもので、以下その
詳細を図示した実施例によつて説明する。 This invention is devised so that steel beams can be joined in the direction of the weak axis using T-shaped metal fittings, and details thereof will be explained below with reference to illustrated embodiments.
第１図、第２図は純鉄骨構造の場合を示したも
ので、鉄骨組柱１と鉄骨梁２からなり、組柱１は
２本のＨ形断面の鉄骨３，３を、ウエブを平行
に、フランジを間隙をおいて配置し、必要により
フランジ間を結束材４で連結し、また鉄骨梁２の
上下フランジ高さに対応して水平スチフナー５が
鉄骨３，３で囲まれる内部に固着してある。鉄骨
梁２はＩ形断面の鉄骨である。 Figures 1 and 2 show a pure steel structure, consisting of a steel frame column 1 and a steel beam 2. The flanges are arranged with gaps between them, and if necessary, the flanges are connected with a binding material 4, and horizontal stiffeners 5 are fixed to the inside surrounded by the steel frames 3, corresponding to the heights of the upper and lower flanges of the steel beam 2. It has been done. The steel beam 2 is a steel frame with an I-shaped cross section.
Ｔ形接合金物６はそのフランジを鉄骨３のウエ
ブ外面に沿わせて高力ボルト７によつて引張接合
する。このＴ形接合金物６の水平突出部８を鉄骨
梁２の上下フランジに重ねて高力ボルト７により
引張接合する。 The T-shaped joining hardware 6 is tensile joined by high-strength bolts 7 with its flange along the outer surface of the web of the steel frame 3. The horizontal protrusion 8 of this T-shaped joining hardware 6 is overlapped with the upper and lower flanges of the steel beam 2 and tension-bonded using high-strength bolts 7.
第３図、第４図は鉄骨鉄筋コンクリート構造の
場合を示したもので鉄骨組柱１と鉄骨梁２とを鉄
骨ウエブに結合したＴ形接合金物６で結合する構
成は同じであるが鉄骨３のウエブ内面には鉄板か
らなる補剛材９が溶接により固着してある。組柱
１と鉄骨梁２との接合後組柱１の周辺には柱主鉄
筋１０、フープ筋１１を配筋し、コンクリート１
２を打設してある。 Figures 3 and 4 show the case of a steel-framed reinforced concrete structure, and the structure in which the steel frame column 1 and the steel beam 2 are connected by a T-shaped joint 6 connected to a steel web is the same, but the steel frame 3 A stiffener 9 made of an iron plate is fixed to the inner surface of the web by welding. After joining the assembled column 1 and the steel beam 2, column main reinforcing bars 10 and hoop reinforcements 11 are arranged around the assembled column 1, and the concrete 1
2 has been cast.
この考案は以上の構成からなり組柱を構成する
鉄骨のフランジ間には間隙があるのでそのウエブ
にＴ形接合金物をボルト接合することができる。
また柱の左右に梁がくる場合でも組柱のそれぞれ
の鉄骨のウエブ外側にＴ形接合金物を納まりよく
固定することができる。 This invention has the above-mentioned structure, and since there is a gap between the flanges of the steel frames constituting the assembled column, a T-shaped joint can be bolted to the web.
Furthermore, even when beams are placed on the left and right sides of a column, the T-shaped joint hardware can be fitted and fixed well to the outside of the web of each steel frame of the assembled column.
さらに柱、梁接合部は水平スチフナー、補剛材
の取付け、さらにはコンクリートの充填等によつ
て適宜その剛性を確保できる。 Furthermore, the rigidity of the column-beam joints can be ensured as appropriate by installing horizontal stiffeners, stiffeners, and even filling them with concrete.
第１図、第２図は第１実施例の立面図と横断面
図、第３図、第４図は第２実施例の縦断面図と横
断面図である。
１……鉄骨組柱、２……鉄骨梁、３……鉄骨、
４……結束材、５……水平スチフナー、６……Ｔ
形接合金物、７……高力ボルト、８……水平突出
部、９……補剛材、１０……柱主鉄筋、１１……
フープ筋、１２……コンクリート。
1 and 2 are an elevational view and a cross-sectional view of the first embodiment, and FIGS. 3 and 4 are a vertical cross-sectional view and a cross-sectional view of the second embodiment. 1...Steel frame column, 2...Steel beam, 3...Steel frame,
4... Binding material, 5... Horizontal stiffener, 6... T
Shaped joint hardware, 7...High strength bolt, 8...Horizontal protrusion, 9...Stiffener, 10...Column main reinforcing bar, 11...
Hoop muscle, 12... concrete.
Claims (1)
ランジを間隙をおいて配置して組柱とし、前記組
柱のウエブにＴ形接合金物のフランジをボルト接
合し、Ｔ形金物の突出部と鉄骨梁フランジとを接
合してあることを特徴とする柱と梁の接合部構
造。 Two steel frames with an H-shaped cross section are arranged with webs parallel to each other and flanges spaced apart to form an assembled column, and a flange of a T-shaped joint metal fitting is bolted to the web of the assembled column, so that the T-shaped metal fitting protrudes. A column-to-beam joint structure characterized by joining a column and a steel beam flange.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18972282U JPS5994502U (en) | 1982-12-15 | 1982-12-15 | Column and beam joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18972282U JPS5994502U (en) | 1982-12-15 | 1982-12-15 | Column and beam joint structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5994502U JPS5994502U (en) | 1984-06-27 |
| JPS6341443Y2 true JPS6341443Y2 (en) | 1988-10-31 |
Family
ID=30408972
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18972282U Granted JPS5994502U (en) | 1982-12-15 | 1982-12-15 | Column and beam joint structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5994502U (en) |
-
1982
- 1982-12-15 JP JP18972282U patent/JPS5994502U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5994502U (en) | 1984-06-27 |
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