JPS5648413A - Harbor structure such as quay wall on a cement blended foundation and construction method thereof - Google Patents
Harbor structure such as quay wall on a cement blended foundation and construction method thereofInfo
- Publication number
- JPS5648413A JPS5648413A JP12312979A JP12312979A JPS5648413A JP S5648413 A JPS5648413 A JP S5648413A JP 12312979 A JP12312979 A JP 12312979A JP 12312979 A JP12312979 A JP 12312979A JP S5648413 A JPS5648413 A JP S5648413A
- Authority
- JP
- Japan
- Prior art keywords
- skew
- rope
- pile
- ship
- soil cement
- 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
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
- Revetment (AREA)
Abstract
PURPOSE: To eliminate waste from both the lower structure and the upper structure structural-dynamically by a method wherein a half cellular steel structural material is entirely, directly connected to a soil cement retaining wall to form an one body structure.
CONSTITUTION: Laying sand 3 is laid evenyl on the sea bottom 2. Next, a hardened soil cement column body A is molded in the sea bottom by means of a disposing ship. Multi-king posts 51 are erected into this soil cement column body by means of a pile hammering ship. And further, for the cement column body A, a skew rope steel material 53 is fitted to a king post hanger 56 with a hinge. At this time, a skew rope steel tube pile 55 of the lower skew rope extension part has been already positioned through the taper hole of a skew rope steel material bed plate 54. Two shew rope tube piles 55 are hammered by means of a pile hammering ship to complete a series of the skew rope steel material laying operation. On the other hand, on land, a tentative assembly of a flat steel plate 52 is performed and it is lowered into the laying channel excavated in a solid wall body 22, and further, it is filled with under water cncrete, and then, the root part of a flat steel sheet pile is fixed sufficiently in the wall body 22 to finish the construction of the principal part.
COPYRIGHT: (C)1981,JPO&Japio
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12312979A JPS5911006B2 (en) | 1979-09-27 | 1979-09-27 | Port structures such as quays on cement-based mixed treated ground and their construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12312979A JPS5911006B2 (en) | 1979-09-27 | 1979-09-27 | Port structures such as quays on cement-based mixed treated ground and their construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5648413A true JPS5648413A (en) | 1981-05-01 |
JPS5911006B2 JPS5911006B2 (en) | 1984-03-13 |
Family
ID=14852889
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12312979A Expired JPS5911006B2 (en) | 1979-09-27 | 1979-09-27 | Port structures such as quays on cement-based mixed treated ground and their construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5911006B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007276100A (en) * | 2006-07-26 | 2007-10-25 | Kazuhiro Yamamoto | Power drill |
US7650699B2 (en) | 2005-07-22 | 2010-01-26 | Kazuhiro Yamamoto | Electric drill |
-
1979
- 1979-09-27 JP JP12312979A patent/JPS5911006B2/en not_active Expired
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7650699B2 (en) | 2005-07-22 | 2010-01-26 | Kazuhiro Yamamoto | Electric drill |
US7752763B2 (en) | 2005-07-22 | 2010-07-13 | Kazuhiro Yamamoto | Electric drill |
JP2007276100A (en) * | 2006-07-26 | 2007-10-25 | Kazuhiro Yamamoto | Power drill |
Also Published As
Publication number | Publication date |
---|---|
JPS5911006B2 (en) | 1984-03-13 |
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