JPS6150128U - - Google Patents
Info
- Publication number
- JPS6150128U JPS6150128U JP13224684U JP13224684U JPS6150128U JP S6150128 U JPS6150128 U JP S6150128U JP 13224684 U JP13224684 U JP 13224684U JP 13224684 U JP13224684 U JP 13224684U JP S6150128 U JPS6150128 U JP S6150128U
- Authority
- JP
- Japan
- Prior art keywords
- iron wire
- reinforcing bars
- reinforced concrete
- bar assembly
- concrete column
- 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
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims 6
- 229910052742 iron Inorganic materials 0.000 claims 3
- 238000004804 winding Methods 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
第1図は本考案に係るパイルの構成断面図、第
2図は鉄筋アセンブリの一部の構成図である。
1……鉄筋コンクリート柱体、2……拡大部、
3……鉄筋アセンブリ。
FIG. 1 is a cross-sectional view of a pile according to the present invention, and FIG. 2 is a partial view of a reinforcing bar assembly. 1... Reinforced concrete column body, 2... Expanded part,
3...Reinforcement assembly.
Claims (1)
柱体から成り前記拡大部の内部には鉄筋アセンブ
リが設けられ、該鉄筋アセンブリは前記鉄筋コン
クリート柱体の軸方向に延び且つその円周方向に
間隔をあけて配置された複数の鉄筋と該鉄筋の周
囲にらせん状に巻きつけられた二重鉄線とから成
り、該二重鉄線は夫々の鉄線が互いに逆方向に鉄
筋に巻きつけられて形成されていることを特徴と
するパイル。 A reinforced concrete column is provided with an enlarged portion at the lower end, and a reinforcing bar assembly is provided inside the enlarged portion, and the reinforcing bar assembly extends in the axial direction of the reinforced concrete column and is spaced apart in the circumferential direction thereof. It consists of a plurality of placed reinforcing bars and a double iron wire wound spirally around the reinforcing bars, and the double iron wire is formed by winding each iron wire around the reinforcing bars in opposite directions. A pile featuring.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13224684U JPH026104Y2 (en) | 1984-08-31 | 1984-08-31 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13224684U JPH026104Y2 (en) | 1984-08-31 | 1984-08-31 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6150128U true JPS6150128U (en) | 1986-04-04 |
JPH026104Y2 JPH026104Y2 (en) | 1990-02-14 |
Family
ID=30690810
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13224684U Expired JPH026104Y2 (en) | 1984-08-31 | 1984-08-31 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH026104Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003020641A (en) * | 2001-07-06 | 2003-01-24 | Yocon Corp | Concrete pile |
-
1984
- 1984-08-31 JP JP13224684U patent/JPH026104Y2/ja not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003020641A (en) * | 2001-07-06 | 2003-01-24 | Yocon Corp | Concrete pile |
Also Published As
Publication number | Publication date |
---|---|
JPH026104Y2 (en) | 1990-02-14 |