JPH05802U - Connection structure of rectangular steel column and steel beam - Google Patents
Connection structure of rectangular steel column and steel beamInfo
- Publication number
- JPH05802U JPH05802U JP5597591U JP5597591U JPH05802U JP H05802 U JPH05802 U JP H05802U JP 5597591 U JP5597591 U JP 5597591U JP 5597591 U JP5597591 U JP 5597591U JP H05802 U JPH05802 U JP H05802U
- Authority
- JP
- Japan
- Prior art keywords
- steel
- holes
- steel beam
- column
- end plate
- 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.)
- Withdrawn
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】
【目的】 角形鋼管柱と鋼製梁との連結構造の構成を簡
単にして製作コストを安くできるようにする。
【構成】 角形鋼管柱１の管壁２にバーリング加工によ
る複数の深孔３を設け、各深孔３に雌ねじ４を刻設し、
鋼製梁５の端部に固着された鋼製端板６に複数の透孔７
を設け、各透孔７に挿通されたボルト８を前記深孔３の
雌ねじ４に螺合する。
(57) [Summary] [Purpose] To simplify the structure of the connecting structure of rectangular steel tube columns and steel beams so that the manufacturing cost can be reduced. [Structure] A plurality of deep holes 3 formed by burring are provided in a tube wall 2 of a rectangular steel tube column 1, and female screws 4 are engraved in each deep hole 3,
A plurality of through holes 7 are formed in the steel end plate 6 fixed to the end of the steel beam 5.
And the bolt 8 inserted into each through hole 7 is screwed into the female screw 4 of the deep hole 3.
Description
【０００１】[0001]
本考案は、建築物における角形鋼管柱と鋼製梁との連結構造に関するものであ る。 The present invention relates to a connection structure between a rectangular steel pipe column and a steel beam in a building.
【０００２】[0002]
従来、角形鋼管柱と鋼製梁との連結構造としては、実公平１−１３６８１号公 報により公表されているように、４角形断面の接合金物における各壁板に、それ ぞれ複数のねじ孔を設け、鋼製梁の端部に固着された鋼製端板に複数の透孔を設 け、前記接合金物の上下両端部に角形鋼管柱の端部を嵌合して溶接により固着し 、前記鋼製端板の透孔に挿通したボルトを、接合金物のねじ孔に螺合した連結構 造が知られている。 Conventionally, as a connection structure of a rectangular steel tube column and a steel beam, as disclosed in Jpn. Kokai 1-133681, a plurality of screws are attached to each wall plate of a metal fitting having a square cross section. A plurality of through holes are provided in the steel end plate fixed to the end of the steel beam, and the ends of the square steel pipe column are fitted to the upper and lower ends of the metal joint and fixed by welding. A connection structure is known in which a bolt inserted into a through hole of the steel end plate is screwed into a screw hole of a metal joint.
【０００３】[0003]
前記従来の連結構造の場合は、角形鋼管柱を分断し、その分断された角形鋼管 柱の端部を接合金物の上下両端部に嵌合して溶接により固着する必要があるので 、構成が複雑で製作コストも高くなる。 In the case of the conventional connection structure, it is necessary to divide the rectangular steel tube column and fit the ends of the divided rectangular steel tube column to the upper and lower ends of the metal joint and fix them by welding. The production cost is also high.
【０００４】[0004]
本考案は、前述の問題を有利に解決するため、角形鋼管柱１の管壁２にバーリ ング加工による複数の深孔３を設け、各深孔３に雌ねじ４が刻設し、鋼製梁５の 端部に固着された鋼製端板６に複数の透孔７を設け、各透孔７に挿通されたボル ト８を前記深孔３の雌ねじ４に螺合する。 According to the present invention, in order to advantageously solve the above-mentioned problems, a plurality of deep holes 3 formed by burring are provided in a tube wall 2 of a rectangular steel tube column 1, and a female screw 4 is engraved in each deep hole 3 to make a steel beam. A plurality of through holes 7 are provided in a steel end plate 6 fixed to the end portion of 5, and bolts 8 inserted into the through holes 7 are screwed into the female screw 4 of the deep hole 3.
【０００５】[0005]
図４および図５は角形鋼管柱１における管壁２にバーリング加工による複数の 深孔３を設けた状態を示すものであって、正方形中空断面の角形鋼管柱１におけ る３つの管壁２に、それぞれバーリング加工による複数（図示の場合は１０箇） の深孔３が上下方向に２列に並ぶように設けられている。 図６ないし図８は前記深孔３に雌ねじ４を設けた角形鋼管柱１を示している。 FIGS. 4 and 5 show a state in which a plurality of deep holes 3 formed by burring are provided in the pipe wall 2 of the square steel pipe column 1, and three pipe walls 2 in the square steel pipe column 1 having a square hollow section are shown. In addition, a plurality of (10 in the illustrated case) deep holes 3 formed by burring are provided so as to be arranged in two rows in the vertical direction. 6 to 8 show a square steel pipe column 1 in which a female screw 4 is provided in the deep hole 3.
【０００６】 図９および図１０は鋼製端板６を固着した鋼製梁５を示すものであって、Ｈ型 断面の鋼製梁５の端部に垂直な鋼製端板６が溶接により固着され、その鋼製端板 ６に、複数（図示の場合は１０箇）の透孔７が、上下方向に２列に並ぶように設 けられている。FIGS. 9 and 10 show a steel beam 5 to which a steel end plate 6 is fixed. A steel end plate 6 perpendicular to the end of the steel beam 5 having an H-shaped cross section is welded. A plurality of (10 in the illustrated case) through-holes 7 are provided in the steel end plate 6 that are fixed and arranged in two rows in the vertical direction.
【０００７】 図１ないし図３は、図６ないし図８に示す角形鋼管柱１と図９および図１０に 示す鋼製端板６付きの鋼製梁５とを使用した本考案の実施例に係る角形鋼管柱と 鋼製梁との連結構造を示すものであって、角形鋼管柱１における３つの管壁２に 、鋼製梁５の端部の鋼製端板６が当接され、その鋼製端板６の各透孔７に挿通さ れたボルト８は角形鋼管柱１の各雌ねじ４に螺合され、各ボルト８により鋼製梁 ５の鋼製端板６が角形鋼管柱１の管壁２に締付連結されている。FIGS. 1 to 3 show an embodiment of the present invention using the rectangular steel tube column 1 shown in FIGS. 6 to 8 and the steel beam 5 with a steel end plate 6 shown in FIGS. 9 and 10. The connecting structure of such a square steel pipe column and a steel beam is shown, The steel end plate 6 of the end part of the steel beam 5 is contact | abutted by the three pipe walls 2 in the square steel pipe column 1, The bolt 8 inserted into each through hole 7 of the steel end plate 6 is screwed into each female screw 4 of the square steel pipe column 1, and the steel end plate 6 of the steel beam 5 is connected to the square steel pipe column 1 by each bolt 8. Is fastened to the pipe wall 2 of.
【０００８】[0008]
本考案によれば、角形鋼管柱１の管壁２にバーリング加工による複数の深孔３ を設け、各深孔３に雌ねじ４を刻設したので、角形鋼管柱１の管壁２に、深い雌 ねじ４の孔を容易に設けることができ、鋼製梁５の端部に固着された鋼製端板６ の複数の透孔７に挿通したボルト８を、角形鋼管柱１の管壁２における前記雌ね じ４に螺合したので、角形鋼管柱１を分断することなく、鋼製梁５を角形鋼管柱 １に対し簡単な手段によって容易にかつ強固に連結することができる。 According to the present invention, a plurality of deep holes 3 formed by burring are provided in the pipe wall 2 of the square steel pipe column 1, and the female screw 4 is engraved in each deep hole 3, so that the pipe wall 2 of the square steel pipe column 1 is deep. The holes of the female screw 4 can be easily provided, and the bolts 8 inserted into the plurality of through holes 7 of the steel end plate 6 fixed to the end of the steel beam 5 are attached to the pipe wall 2 of the square steel pipe column 1. Since it is screwed into the female screw 4 in, the steel beam 5 can be easily and firmly connected to the square steel pipe column 1 by a simple means without dividing the square steel pipe column 1.
【図１】本考案の実施例に係る角形鋼管柱と鋼製梁との
連結構造を示す横断平面図である。FIG. 1 is a cross-sectional plan view showing a connection structure between a rectangular steel tube column and a steel beam according to an embodiment of the present invention.
【図２】本考案の実施例に係る角形鋼管柱と鋼製梁との
連結構造を示す正面図である。FIG. 2 is a front view showing a connection structure between a rectangular steel tube column and a steel beam according to an embodiment of the present invention.
【図３】図１の一部を拡大して示す横断平面図である。FIG. 3 is a cross-sectional plan view showing a part of FIG. 1 in an enlarged manner.
【図４】深孔を有する角形鋼管柱の斜視図である。FIG. 4 is a perspective view of a rectangular steel pipe column having a deep hole.
【図５】図４のＡ−Ａ線断面図である。5 is a cross-sectional view taken along the line AA of FIG.
【図６】雌ねじ孔を有する角形鋼管柱の斜視図である。FIG. 6 is a perspective view of a rectangular steel pipe column having a female screw hole.
【図７】図６のＢ−Ｂ線断面図である。7 is a cross-sectional view taken along the line BB of FIG.
【図８】図７の一部を拡大して示す横断平面図である。FIG. 8 is a cross-sectional plan view showing a part of FIG. 7 in an enlarged manner.
【図９】鋼製端板を固着した鋼製梁の斜視図である。FIG. 9 is a perspective view of a steel beam to which a steel end plate is fixed.
【図１０】鋼製端板を固着した鋼製梁の正面図である。FIG. 10 is a front view of a steel beam to which a steel end plate is fixed.
１ 角形鋼管柱 ２ 管壁 ３ 深孔 ４ 雌ねじ ５ 鋼製梁 ６ 鋼製端板 ７ 透孔 ８ ボルト 1 Rectangular Steel Pipe Column 2 Pipe Wall 3 Deep Hole 4 Female Thread 5 Steel Beam 6 Steel End Plate 7 Through Hole 8 Bolt
Claims (1)
による複数の深孔３が設けられ、各深孔３に雌ねじ４が
刻設され、鋼製梁５の端部に固着された鋼製端板６に複
数の透孔７が設けられ、各透孔７に挿通されたボルト８
が前記深孔３の雌ねじ４に螺合されている角形鋼管柱と
鋼製梁との連結構造。[Claims for utility model registration] [Claim 1] A plurality of deep holes 3 formed by burring are provided in a pipe wall 2 of a rectangular steel pipe column 1, and an internal thread 4 is engraved in each deep hole 3, and a steel beam 5 is formed. A plurality of through holes 7 are provided in the steel end plate 6 fixed to the ends of the bolts 8 and the bolts 8 inserted into the through holes 7 are provided.
Is a connection structure of a square steel pipe column and a steel beam which are screwed into the female screw 4 of the deep hole 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5597591U JPH05802U (en) | 1991-06-24 | 1991-06-24 | Connection structure of rectangular steel column and steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5597591U JPH05802U (en) | 1991-06-24 | 1991-06-24 | Connection structure of rectangular steel column and steel beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH05802U true JPH05802U (en) | 1993-01-08 |
Family
ID=13014079
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5597591U Withdrawn JPH05802U (en) | 1991-06-24 | 1991-06-24 | Connection structure of rectangular steel column and steel beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH05802U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030027480A (en) * | 2001-09-28 | 2003-04-07 | 현대건설주식회사 | Joining structure of concrete filled steel pipe column-beam with stud bolts |
-
1991
- 1991-06-24 JP JP5597591U patent/JPH05802U/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030027480A (en) * | 2001-09-28 | 2003-04-07 | 현대건설주식회사 | Joining structure of concrete filled steel pipe column-beam with stud bolts |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 19950907 |