JPS6271201U - - Google Patents
Info
- Publication number
- JPS6271201U JPS6271201U JP16327085U JP16327085U JPS6271201U JP S6271201 U JPS6271201 U JP S6271201U JP 16327085 U JP16327085 U JP 16327085U JP 16327085 U JP16327085 U JP 16327085U JP S6271201 U JPS6271201 U JP S6271201U
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- cover plate
- open end
- welding
- side length
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 26
- 239000010959 steel Substances 0.000 claims description 26
- 238000003466 welding Methods 0.000 claims description 6
- 229910052500 inorganic mineral Inorganic materials 0.000 claims 1
- 239000011707 mineral Substances 0.000 claims 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Description
第１図は本考案の一実施例の側断面図、第２図
ａ，ｂは参考例を説明する各態様の側断面図で、
第３図ａ，ｂは従来例の側面図とテーパ鋼管の三
態様の上面図である。
FIG. 1 is a side sectional view of an embodiment of the present invention, and FIGS. 2a and 2b are side sectional views of each aspect explaining a reference example.
Figures 3a and 3b are a side view of a conventional example and a top view of three types of tapered steel pipes.
補正 昭６０．１１．２５
考案の名称を次のように補正する。
考案の名称 鉄骨柱と鉄骨梁の結合構造
実用新案登録請求の範囲、図面の簡単な説明を
次のように補正する。Amendment November 25, 1980 The name of the invention is amended as follows. Title of the invention: Joint structure of steel columns and steel beams The scope of the utility model registration claims and the brief description of the drawings are amended as follows.
【実用新案登録請求の範囲】
下段の角形鋼管１の断面の辺長Ａが上段の角形
鋼管２の断面の辺長Ｂより大になつており、立柱
した下段の角形鋼管１の上方開放端に蓋板３を溶
接し、同蓋板上面に辺長Ｃが、Ａ＞Ｃ＞Ｂなる関
係の長さを有する角形の短鋼管４の下方開放端を
溶接すると共に、上方開放端に蓋板５を溶接し、
同蓋板上面に前記上段の角形鋼管２の下方開放端
を溶接して鉄骨柱を構成するに際し、上の鋼管の
側面の下縁Ｒを、軸荷重によつて蓋板がせん断あ
るいは変形しない位置に選んで構成し、前記短鋼
管４の側部に鉄骨梁６の端部を溶接して成る鉄骨
柱と鉄骨梁の結合構造。[Scope of Claim for Utility Model Registration] The side length A of the cross section of the lower tier square steel pipe 1 is larger than the side length B of the cross section of the upper tier square steel pipe 2, and the upper open end of the lower tier square steel pipe 1 is erected. The cover plate 3 is welded, and the lower open end of a rectangular short steel pipe 4 having a side length C with a relationship of A>C>B is welded to the upper surface of the cover plate, and the cover plate 5 is welded to the upper open end of the rectangular short steel pipe 4. Weld the
When constructing a steel column by welding the lower open end of the upper square steel pipe 2 to the upper surface of the cover plate, set the lower edge R of the side surface of the upper steel pipe to a position where the cover plate will not be sheared or deformed by the axial load. A joint structure of a steel column and a steel beam formed by welding the end of the steel beam 6 to the side of the short steel pipe 4.
【図面の簡単な説明】
第１図ａ，ｂはそれぞれは本考案の一実施例の
側断面図と作用を示す要部の側断面図、第２図ａ
，ｂは従来例を説明する各態様の側面図で、第３
図ａ，ｂは従来例の側面図とテーパ鋼管の三態様
の上面図である。[BRIEF DESCRIPTION OF THE DRAWINGS] Figures 1a and 1b are a side sectional view of an embodiment of the present invention and a side sectional view of the main parts showing the operation, and Figure 2a is a side sectional view of an embodiment of the present invention.
, b are side views of each aspect to explain the conventional example;
Figures a and b are a side view of a conventional example and a top view of three types of tapered steel pipes.
Claims (1)
鋼管２の断面の辺長Ｂより大になつており、立柱
した下段の角形鋼管１の上方開放端に蓋板３を溶
接し、同蓋板上面に辺長Ｃが、Ａ＞Ｃ〈Ｂなる関
係の長さを有する角形の短鋼管４の下方開放端を
溶接すると共に、上方開放端に蓋板５を溶接し、
同蓋板上面に前記上段の角形鋼管２の下方開放端
を溶接して鉄骨柱を構成し、前記短鋼管４の側部
に鉱鉄骨梁６の端部を溶接して成る鉄骨柱と鉄骨
梁の結合構造。 The side length A of the cross section of the lower square steel pipe 1 is larger than the side length B of the cross section of the upper square steel pipe 2, and a cover plate 3 is welded to the upper open end of the lower square steel pipe 1 which is erected. Welding the lower open end of a rectangular short steel pipe 4 having a side length C in the relationship A>C<B to the upper surface of the cover plate, and welding the cover plate 5 to the upper open end;
A steel column is constructed by welding the lower open end of the upper square steel pipe 2 to the top surface of the cover plate, and a steel column and a steel beam are formed by welding the ends of the mineral steel beam 6 to the side of the short steel pipe 4. bond structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16327085U JPH0425441Y2 (en) | 1985-10-24 | 1985-10-24 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16327085U JPH0425441Y2 (en) | 1985-10-24 | 1985-10-24 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6271201U true JPS6271201U (en) | 1987-05-07 |
| JPH0425441Y2 JPH0425441Y2 (en) | 1992-06-18 |
Family
ID=31091313
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16327085U Expired JPH0425441Y2 (en) | 1985-10-24 | 1985-10-24 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0425441Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014190045A (en) * | 2013-03-27 | 2014-10-06 | Nippon Steel & Sumikin Metal Products Co Ltd | Pillar beam connection structure for connecting different diameter pillar of building |
-
1985
- 1985-10-24 JP JP16327085U patent/JPH0425441Y2/ja not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014190045A (en) * | 2013-03-27 | 2014-10-06 | Nippon Steel & Sumikin Metal Products Co Ltd | Pillar beam connection structure for connecting different diameter pillar of building |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0425441Y2 (en) | 1992-06-18 |
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