JPS61193150U - - Google Patents

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Publication number
JPS61193150U
JPS61193150U JP7722285U JP7722285U JPS61193150U JP S61193150 U JPS61193150 U JP S61193150U JP 7722285 U JP7722285 U JP 7722285U JP 7722285 U JP7722285 U JP 7722285U JP S61193150 U JPS61193150 U JP S61193150U
Authority
JP
Japan
Prior art keywords
column
overhang member
embedded
erected
projections
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
JP7722285U
Other languages
Japanese (ja)
Other versions
JPH033638Y2 (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 JP7722285U priority Critical patent/JPH033638Y2/ja
Publication of JPS61193150U publication Critical patent/JPS61193150U/ja
Application granted granted Critical
Publication of JPH033638Y2 publication Critical patent/JPH033638Y2/ja
Expired legal-status Critical Current

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Description

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

第1図〜第3図は本案の各実施態様の縦断面図
、第4図は従来構造の縦断面図である。 1……鋼製柱、1a……柱上部、1b……埋込
み部、3……基礎コンクリート、4……スタツド
ジベル、5……突起、6,6a,6b……張出し
部材、7……梁鉄筋、8……帯鉄筋、A……水平
力、B……曲げモーメント。
1 to 3 are longitudinal sectional views of each embodiment of the present invention, and FIG. 4 is a longitudinal sectional view of a conventional structure. 1... Steel column, 1a... Column top, 1b... Embedded part, 3... Foundation concrete, 4... Stud dowel, 5... Projection, 6, 6a, 6b... Overhang member, 7... Beam reinforcing bar , 8...Reinforced band, A...Horizontal force, B...Bending moment.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 埋込まれる柱の下部に、柱軸直角方向に張出し
部材を接合し、その張出し部材面に突起等を立設
してなることを特徴とする埋込み鋼製柱の脚構造
A leg structure for an embedded steel column, characterized in that an overhang member is joined to the lower part of the column to be embedded in a direction perpendicular to the axis of the column, and projections, etc. are erected on the surface of the overhang member.
JP7722285U 1985-05-24 1985-05-24 Expired JPH033638Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7722285U JPH033638Y2 (en) 1985-05-24 1985-05-24

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7722285U JPH033638Y2 (en) 1985-05-24 1985-05-24

Publications (2)

Publication Number Publication Date
JPS61193150U true JPS61193150U (en) 1986-12-01
JPH033638Y2 JPH033638Y2 (en) 1991-01-30

Family

ID=30620087

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7722285U Expired JPH033638Y2 (en) 1985-05-24 1985-05-24

Country Status (1)

Country Link
JP (1) JPH033638Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63265039A (en) * 1987-04-22 1988-11-01 東急建設株式会社 Method for enhancing pressure support yield strength of column base of iron pillar such as round or square steel pipe

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3160145B2 (en) * 1994-03-03 2001-04-23 新日本製鐵株式会社 Anchor structure using perforated steel plate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63265039A (en) * 1987-04-22 1988-11-01 東急建設株式会社 Method for enhancing pressure support yield strength of column base of iron pillar such as round or square steel pipe

Also Published As

Publication number Publication date
JPH033638Y2 (en) 1991-01-30

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