JPS6475706A - Connected wave-resistant work for seaside levee - Google Patents
Connected wave-resistant work for seaside leveeInfo
- Publication number
- JPS6475706A JPS6475706A JP62233558A JP23355887A JPS6475706A JP S6475706 A JPS6475706 A JP S6475706A JP 62233558 A JP62233558 A JP 62233558A JP 23355887 A JP23355887 A JP 23355887A JP S6475706 A JPS6475706 A JP S6475706A
- Authority
- JP
- Japan
- Prior art keywords
- levee
- seaside
- caisson
- concrete
- seabed
- 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
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Abstract
PURPOSE:To raise the resistance to waves of a levee by a method in which levees formed by placing concrete to the top portion of a caisson erected on rubble mound are closely connected with each other to form an integrated levee body. CONSTITUTION:A seaside levee made of caisson 3, blocks, cellular blocks, underwater concrete, etc., is constructed on the seabed or rubble mound 4 formed on the seabed. Concrete 1 is placed on the caisson, etc., to construct the upright dike or mixed dike of the seaside levee. The in-situ top concretes of the caisson are mutually connected by a connector 2 in the longitudinal direction of the levee so constructed, thereby integrating the levee and strengthening the resistance to waves.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62233558A JPS6475706A (en) | 1987-09-17 | 1987-09-17 | Connected wave-resistant work for seaside levee |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62233558A JPS6475706A (en) | 1987-09-17 | 1987-09-17 | Connected wave-resistant work for seaside levee |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6475706A true JPS6475706A (en) | 1989-03-22 |
Family
ID=16956949
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62233558A Pending JPS6475706A (en) | 1987-09-17 | 1987-09-17 | Connected wave-resistant work for seaside levee |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6475706A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04136311A (en) * | 1990-09-26 | 1992-05-11 | Pub Works Res Inst Ministry Of Constr | Bottomless sea area control structure of plural row type |
JPH04136310A (en) * | 1990-09-26 | 1992-05-11 | Pub Works Res Inst Ministry Of Constr | Bottomless wave dissipation structure |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4944729A (en) * | 1972-05-29 | 1974-04-27 |
-
1987
- 1987-09-17 JP JP62233558A patent/JPS6475706A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4944729A (en) * | 1972-05-29 | 1974-04-27 |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04136311A (en) * | 1990-09-26 | 1992-05-11 | Pub Works Res Inst Ministry Of Constr | Bottomless sea area control structure of plural row type |
JPH04136310A (en) * | 1990-09-26 | 1992-05-11 | Pub Works Res Inst Ministry Of Constr | Bottomless wave dissipation structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
ZA873751B (en) | Method for rendering waterproof a roller compacted concrete or rubble hydraulic structure | |
IT8249138A0 (en) | PROCEDURE AND APPARATUS FOR FORMING SAND PILES TO IMPROVE SOFT SOIL IN A CONTROLLED WAY | |
JPS6475706A (en) | Connected wave-resistant work for seaside levee | |
GB1392463A (en) | Submerged tunnel bridges | |
JPS5789027A (en) | Multipillar type foundation construction method | |
Montgomery et al. | Implementation and performance of berm breakwater design at Racine, WI | |
KR790001815Y1 (en) | Block | |
JPS5568931A (en) | Construction of block piled retaining wall and block | |
JPS56150222A (en) | Construction of marine structure | |
JPH03123429A (en) | Artificial spawn collector | |
Wei | Soft clays along the coast of China. | |
GB1421764A (en) | Off-shore platforms | |
JPS5721625A (en) | Construction of revetment using specific anchor underground | |
SU1052609A1 (en) | Made-up boom | |
GB1529113A (en) | Floating breakwater units | |
JPH0455066Y2 (en) | ||
JPS58181909A (en) | Bank protective block | |
JPS5648413A (en) | Harbor structure such as quay wall on a cement blended foundation and construction method thereof | |
Zuo et al. | Long waves induced by wave groups over a trench. | |
JPS55136337A (en) | Reinforcing method for existing structure, footing, ground and the like | |
KR930000760A (en) | Breakwater construction method | |
Chegini et al. | Stability of antifers. | |
Maione et al. | Influence of a highway embankment during a flood. | |
JPS6483706A (en) | Flexible mound and its construction | |
JPS565287A (en) | Hull caisson method |