JPH0433735U - - Google Patents
Info
- Publication number
- JPH0433735U JPH0433735U JP7366190U JP7366190U JPH0433735U JP H0433735 U JPH0433735 U JP H0433735U JP 7366190 U JP7366190 U JP 7366190U JP 7366190 U JP7366190 U JP 7366190U JP H0433735 U JPH0433735 U JP H0433735U
- Authority
- JP
- Japan
- Prior art keywords
- earth retaining
- pile
- type concrete
- retaining wall
- parent
- 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
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Description
第１図はこの考案の親杭式コンクリート土留め
壁を示す斜視図、第２図はこの考案の親杭式コン
クリート土留め壁の別態様を示す斜視図である。
１……親杭式コンクリート土留め壁、２……土
留め部、３……親杭部。
FIG. 1 is a perspective view showing a main pile type concrete earth retaining wall of this invention, and FIG. 2 is a perspective view showing another aspect of the main pile type concrete earth retaining wall of this invention. 1... Main pile type concrete earth retaining wall, 2... Earth retaining part, 3... Main pile part.
Claims (1)
部と、この土留め部の下端から下方へ突出してお
り、下部において狭い幅に形成されている親杭部
とからなることを特徴とする親杭式コンクリート
土留め壁。 (2) 親杭部は、土留め部の幅方向の略中央部か
ら突出しており、土留め部とで略Ｔ字形に形成さ
れていることを特徴とする請求項第１項記載の親
杭式コンクリート土留め壁。 (3) 親杭部は、土留め部の幅方向の両端部から
二本突出しており、土留め部とで略門形に形成さ
れていることを特徴とする請求項第１項記載の親
杭式コンクリート土留め壁。[Scope of Claim for Utility Model Registration] (1) An earth retaining part that is formed wide at the upper part, and a main pile part that protrudes downward from the lower end of this earth retaining part and has a narrow width at the lower part. A parent pile type concrete earth retaining wall characterized by comprising: (2) The main pile according to claim 1, characterized in that the main pile part protrudes from a substantially central part in the width direction of the earth retaining part, and is formed in a substantially T-shape together with the earth retaining part. Type concrete earth retaining wall. (3) The parent pile portion according to claim 1, characterized in that two parent pile portions protrude from both ends in the width direction of the earth retaining portion, and are formed in a substantially gate shape together with the earth retaining portion. Pile type concrete earth retaining wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7366190U JPH0433735U (en) | 1990-07-11 | 1990-07-11 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7366190U JPH0433735U (en) | 1990-07-11 | 1990-07-11 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0433735U true JPH0433735U (en) | 1992-03-19 |
Family
ID=31612675
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7366190U Pending JPH0433735U (en) | 1990-07-11 | 1990-07-11 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0433735U (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52118814A (en) * | 1976-03-31 | 1977-10-05 | Kumagai Gumi Co Ltd | Method of building hurdle sewer |
-
1990
- 1990-07-11 JP JP7366190U patent/JPH0433735U/ja active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52118814A (en) * | 1976-03-31 | 1977-10-05 | Kumagai Gumi Co Ltd | Method of building hurdle sewer |