JPS63165333U - - Google Patents
Info
- Publication number
- JPS63165333U JPS63165333U JP5797087U JP5797087U JPS63165333U JP S63165333 U JPS63165333 U JP S63165333U JP 5797087 U JP5797087 U JP 5797087U JP 5797087 U JP5797087 U JP 5797087U JP S63165333 U JPS63165333 U JP S63165333U
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing
- footing
- concrete pile
- concrete
- groove
- 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 7
- 230000002093 peripheral effect Effects 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
第１図乃至第４図は本考案の一実施例を示し、
第１図はコンクリートパイルの要部の一部切欠正
面図、第２図は第１図Ａ―Ａ線断面図、第３図は
第２図Ｂ―Ｂ線断面図、第４図はハツリ取つたと
きの斜面図である。又、第５図及び第６図は従来
型の一部切欠縦断正面図である。
符号説明、１０……パイル、１１……補強鉄筋
、１２……凹溝、１３……端板、１６……シース
管。
1 to 4 show an embodiment of the present invention,
Figure 1 is a partially cutaway front view of the main part of the concrete pile, Figure 2 is a cross-sectional view taken along the line A-A in Figure 1, Figure 3 is a cross-sectional view taken along the line B-B in Figure 2, and Figure 4 is a chipped section. FIG. Further, FIGS. 5 and 6 are partially cutaway longitudinal sectional front views of the conventional type. Explanation of symbols, 10... Pile, 11... Reinforcement reinforcing bar, 12... Concave groove, 13... End plate, 16... Sheath pipe.
Claims (1)
チング部位と本体との境界円周上を、補強鉄筋の
略外周面まで凹設して円形の凹溝を形成し、更に
、該フーチング部位並びに凹溝部位の補強鉄筋に
密封したシース管を被覆する等の手段にてコンク
リートと補強鉄筋とが直接結合しないようにした
ことを特徴とするコンクリートパイル。 A circular groove is formed by recessing the circumference of the boundary between the footing provided in the upper part of the concrete pile and the main body to approximately the outer peripheral surface of the reinforcing reinforcing bar, and further reinforcing the footing and the groove. A concrete pile characterized in that concrete and reinforcing reinforcing bars are prevented from being directly connected by means such as covering the reinforcing bars with a sealed sheath pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5797087U JPH0449250Y2 (en) | 1987-04-16 | 1987-04-16 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5797087U JPH0449250Y2 (en) | 1987-04-16 | 1987-04-16 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63165333U true JPS63165333U (en) | 1988-10-27 |
| JPH0449250Y2 JPH0449250Y2 (en) | 1992-11-19 |
Family
ID=30888146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5797087U Expired JPH0449250Y2 (en) | 1987-04-16 | 1987-04-16 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0449250Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013130058A (en) * | 2013-04-02 | 2013-07-04 | Nippon Concrete Ind Co Ltd | Method for exposing reinforcing bar of outer shell steel pipe concrete composite pile |
-
1987
- 1987-04-16 JP JP5797087U patent/JPH0449250Y2/ja not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013130058A (en) * | 2013-04-02 | 2013-07-04 | Nippon Concrete Ind Co Ltd | Method for exposing reinforcing bar of outer shell steel pipe concrete composite pile |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0449250Y2 (en) | 1992-11-19 |