JPH01118002U - - Google Patents

Info

Publication number
JPH01118002U
JPH01118002U JP10203788U JP10203788U JPH01118002U JP H01118002 U JPH01118002 U JP H01118002U JP 10203788 U JP10203788 U JP 10203788U JP 10203788 U JP10203788 U JP 10203788U JP H01118002 U JPH01118002 U JP H01118002U
Authority
JP
Japan
Prior art keywords
earthquake
beams
columns
vertical
resistant structure
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
Application number
JP10203788U
Other languages
Japanese (ja)
Other versions
JPH0629282Y2 (en
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 filed Critical
Priority to JP10203788U priority Critical patent/JPH0629282Y2/en
Publication of JPH01118002U publication Critical patent/JPH01118002U/ja
Application granted granted Critical
Publication of JPH0629282Y2 publication Critical patent/JPH0629282Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

【図面の簡単な説明】[Brief explanation of the drawing]

第1図、第2図は本考案実施例の説明図、第3
図は本考案の耐震構造の剛域の構造の一例を示す
拡大詳細図で、aは正面図、bはaのA―A矢視
側面図、第4図は従来のブレース構造の説明図、
第5図は耐震壁構造の説明図である。 図において、1は柱、2は梁、3は斜材、4は
壁、5は縦材、6は横材、7は剛域、8は開口部
、12は鋼板である。
Figures 1 and 2 are explanatory diagrams of the embodiment of the present invention;
The figure is an enlarged detailed view showing an example of the structure of the rigid region of the earthquake-resistant structure of the present invention, a is a front view, b is a side view taken along arrow A-A of a, and Fig. 4 is an explanatory diagram of a conventional brace structure.
FIG. 5 is an explanatory diagram of the earthquake-resistant wall structure. In the figure, 1 is a column, 2 is a beam, 3 is a diagonal member, 4 is a wall, 5 is a vertical member, 6 is a horizontal member, 7 is a rigid area, 8 is an opening, and 12 is a steel plate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鉄骨耐震構造において、柱と梁で囲まれる面内
に形鋼の縦材及び横材を配置し、縦材及び横材の
交叉位置及び柱又は梁との接合位置の両側面に鋼
板を取付、溶接又はボルト止めしたことを特徴と
する耐震構造。
In a steel frame earthquake-resistant structure, the vertical and horizontal members of the shaped steel are placed in the plane surrounded by columns and beams, and steel plates are installed on both sides of the intersection of the vertical and horizontal members and the location where they join with the columns or beams. Earthquake-resistant structure characterized by welding or bolting.
JP10203788U 1988-08-04 1988-08-04 Seismic structure Expired - Lifetime JPH0629282Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10203788U JPH0629282Y2 (en) 1988-08-04 1988-08-04 Seismic structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10203788U JPH0629282Y2 (en) 1988-08-04 1988-08-04 Seismic structure

Publications (2)

Publication Number Publication Date
JPH01118002U true JPH01118002U (en) 1989-08-09
JPH0629282Y2 JPH0629282Y2 (en) 1994-08-10

Family

ID=31331574

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10203788U Expired - Lifetime JPH0629282Y2 (en) 1988-08-04 1988-08-04 Seismic structure

Country Status (1)

Country Link
JP (1) JPH0629282Y2 (en)

Also Published As

Publication number Publication date
JPH0629282Y2 (en) 1994-08-10

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