JPS61193151U - - Google Patents
Info
- Publication number
- JPS61193151U JPS61193151U JP7722385U JP7722385U JPS61193151U JP S61193151 U JPS61193151 U JP S61193151U JP 7722385 U JP7722385 U JP 7722385U JP 7722385 U JP7722385 U JP 7722385U JP S61193151 U JPS61193151 U JP S61193151U
- Authority
- JP
- Japan
- Prior art keywords
- section
- closed cross
- column
- concrete
- foundation concrete
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Foundations (AREA)
Description
第1図a〜dは本案構造の正面図、側面図、b
図中A―A矢視縦断面図、a図中B―B矢視横断
面図、第2図〜第4図は他の鋼製柱での横断面図
、第5図は他の例の縦断面図、第6図、第7図は
従来構造の縦断面図である。
1……鋼製柱、1′……柱部材、2……ベース
プレート、3……アンカーボルト、4……基礎コ
ンクリート、5……定着筋、6……補強帯筋、7
……コンクリート、8……コンクリート、9……
カバープレート、10……突起、11……スタツ
ドジベル、12……箱形柱、13……十字断面柱
、14……円形断面柱。
Figures 1 a to d are front and side views of the proposed structure, and b
A vertical cross-sectional view taken along arrow A-A in the figure, a cross-sectional view taken along arrow B-B in figure a, Figures 2 to 4 are cross-sectional views of other steel columns, and Figure 5 is a cross-sectional view of another example. 6 and 7 are longitudinal sectional views of the conventional structure. 1...Steel column, 1'...Column member, 2...Base plate, 3...Anchor bolt, 4...Foundation concrete, 5...Anchor bar, 6...Reinforcement strip, 7
...Concrete, 8...Concrete, 9...
Cover plate, 10... Protrusion, 11... Stud dowel, 12... Box-shaped column, 13... Cross section column, 14... Circular section column.
Claims (1)
状断面を形成し、この閉鎖断面内側表面に突起ま
たはスタツドジベル等を設け、既設基礎コンクリ
ートに予め埋め込まれた所用本数の定着用鉄筋を
該柱脚閉鎖断面内に配置しておいて、当該閉鎖断
面内にコンクリートを打設してなることを特徴と
する鋼製柱の基礎コンクリート取合構造。 Form a closed cross-section within the column diameter by attaching weir plates to the legs of steel column members, provide protrusions or stud dowels, etc. on the inner surface of this closed cross-section, and install the required number of anchorage reinforcing bars embedded in the existing foundation concrete in advance. A foundation concrete joint structure for a steel column, characterized in that the base of the column is placed within a closed cross section, and concrete is cast within the closed cross section.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7722385U JPS61193151U (en) | 1985-05-24 | 1985-05-24 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7722385U JPS61193151U (en) | 1985-05-24 | 1985-05-24 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS61193151U true JPS61193151U (en) | 1986-12-01 |
Family
ID=30620089
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7722385U Pending JPS61193151U (en) | 1985-05-24 | 1985-05-24 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61193151U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0369722A (en) * | 1989-08-08 | 1991-03-26 | Kajima Corp | Pedestal part structure made of steel pipe concrete |
-
1985
- 1985-05-24 JP JP7722385U patent/JPS61193151U/ja active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0369722A (en) * | 1989-08-08 | 1991-03-26 | Kajima Corp | Pedestal part structure made of steel pipe concrete |