CN2535441Y - Steel-wire stone-cage net-case type sea wall - Google Patents
Steel-wire stone-cage net-case type sea wall Download PDFInfo
- Publication number
- CN2535441Y CN2535441Y CN02208443U CN02208443U CN2535441Y CN 2535441 Y CN2535441 Y CN 2535441Y CN 02208443 U CN02208443 U CN 02208443U CN 02208443 U CN02208443 U CN 02208443U CN 2535441 Y CN2535441 Y CN 2535441Y
- Authority
- CN
- China
- Prior art keywords
- gabion cage
- wire gabion
- cage
- embankment
- sea
- 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.)
- Expired - Fee Related
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- 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
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- Revetment (AREA)
Abstract
The utility model belongs to a matched ocean industrial facility for exploration and development of beach oilfield, which is a wire gabion cage sea embankment and can be used as a road from beach to shallow sea, comprising a wire gabion cage 2 and a panel 3. The wire gabion cage 2 is arranged on natural mud surface 1 and the panel 3 is arranged on the wire gabion cage 2. The wire gabion cage 2 can be more than one layer. Under the same environment condition and use condition, the combined cost of the wire gabion cage sea embankment is lower than the combined cost of conventional dinas throwing and filling sea embankment more than 30 percent and the construction period is reduced by one third of the construction period of the conventional dinas throwing and filling sea embankment. In addition, the wire gabion cage sea embankment needs no maintenance basically in the usage period and the embankment top is non-watertight. The gabion cage is permeable and flexible, thus, the facility has the advantages of wave dissipation and impact resistance. Loss phenomenon of filling material in building engineering will not happen because of good integrality of the gabion cage.
Description
Affiliated technical field
The utility model belongs to sea, beach oil field prospecting and develops supporting maritime works's facility, and can be used as sea-going road and use, specifically, be steel wire gabion cage type sea wall.
Background technology
At present, sea, domestic beach sea wall mainly adopts conventional sandstone to throw the embankment method and builds, conventional sandstone is thrown and is filled out sea wall filling material in building engineering and be subjected to dashing of wave and ocean current and take and run off serious, levee body causes integral body or local failure because of being subjected to the continuous of wave and ocean current easily towards washing in a pan during use, owing to having caused conventional sandstone, above reason throws the integrated cost height of filling out sea wall, long construction period, the later maintenance workload is bigger.
Technology contents
The purpose of this utility model is to provide a kind of and can solves conventional sandstone and throw between serious and operating period of the loss of the offshore construction difficulty of filling out sea wall and existing, filling material the levee body anti-impact and wash in a pan the steel wire gabion cage type sea wall of problems such as poor performance.
The utility model is achieved in that and comprises and steel wire gabion net cage 2, panel 3 are equipped with steel wire gabion net cage 2 on natural mud face 1 on the steel wire gabion net cage 2 panel 3 is arranged.
The utility model also adopts following technical scheme:
Steel wire gabion net cage 2 can be more than one deck.
Advantage of the present utility model is:
Under equal ambient conditions and service condition, it is low more than 30% that the integrated cost of steel wire gabion cage type sea wall is thrown the integrated cost of filling out sea wall than conventional sandstone, and construction period is thrown the integrated cost of filling out sea wall than conventional sandstone and reduced 1/3rd.In addition, steel wire gabion cage type sea wall need not safeguard that basically levee crown can be crossed water during use.Because of the gabion net cage is the water-permeable flexible body, thus the advantage that the wave that disappears, anti-impact are washed in a pan had, again because the good integrity of gabion net cage, so can not build filling material leakage in the engineering.
Description of drawings
Accompanying drawing 1 is a structural representation of the present utility model.
Concrete enforcement
As shown in Figure 1,1 is nature mud face, and 2 is steel wire gabion net cage, and label 3 is a concrete flag.Steel wire gabion cage type sea wall adopts through anneal and antiseptic machine and compiles steel fabric sheet, assembled on site forms net cage, marine staged and layered sinking and filling building stones form levee body, the levee body height and steel wire gabion net cage 2 numbers of plies determine that according to ambient conditions and instructions for use levee body top poured in place concrete plate or placement concrete prefabricated board form road surface 3.
Claims (2)
1. steel wire gabion cage type sea wall comprises steel wire gabion net cage (2), panel (3), it is characterized in that: be equipped with steel wire gabion net cage (2) on natural mud face (1), panel (3) is arranged on the steel wire gabion net cage (2).
2. steel wire gabion cage type sea wall according to claim 1, it is characterized in that: steel wire gabion net cage (2) can be more than one deck.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN02208443U CN2535441Y (en) | 2002-03-22 | 2002-03-22 | Steel-wire stone-cage net-case type sea wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN02208443U CN2535441Y (en) | 2002-03-22 | 2002-03-22 | Steel-wire stone-cage net-case type sea wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2535441Y true CN2535441Y (en) | 2003-02-12 |
Family
ID=33689124
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN02208443U Expired - Fee Related CN2535441Y (en) | 2002-03-22 | 2002-03-22 | Steel-wire stone-cage net-case type sea wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2535441Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101705668B (en) * | 2009-11-09 | 2011-08-17 | 中国水电顾问集团华东勘测设计研究院 | Damming water conservancy project construction structure constructed in flowing water and construction method thereof |
| CN102425151A (en) * | 2011-10-24 | 2012-04-25 | 沈阳建筑大学 | Thickness-variable integral type anti-scour gabion for village residential house foundation |
| CN103155888A (en) * | 2013-03-19 | 2013-06-19 | 中国水利水电第十四工程局有限公司 | Combined gabion net cage |
| CN103806465A (en) * | 2012-11-05 | 2014-05-21 | 李鑫 | Technique for applying solid waste in mine area to mine geological environment management engineering construction |
| CN109208494A (en) * | 2018-10-16 | 2019-01-15 | 湖南省交通规划勘察设计院有限公司 | A kind of reinforcement steel corrugated plating arch form bridges and culverts structure |
-
2002
- 2002-03-22 CN CN02208443U patent/CN2535441Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101705668B (en) * | 2009-11-09 | 2011-08-17 | 中国水电顾问集团华东勘测设计研究院 | Damming water conservancy project construction structure constructed in flowing water and construction method thereof |
| CN102425151A (en) * | 2011-10-24 | 2012-04-25 | 沈阳建筑大学 | Thickness-variable integral type anti-scour gabion for village residential house foundation |
| CN103806465A (en) * | 2012-11-05 | 2014-05-21 | 李鑫 | Technique for applying solid waste in mine area to mine geological environment management engineering construction |
| CN103155888A (en) * | 2013-03-19 | 2013-06-19 | 中国水利水电第十四工程局有限公司 | Combined gabion net cage |
| CN109208494A (en) * | 2018-10-16 | 2019-01-15 | 湖南省交通规划勘察设计院有限公司 | A kind of reinforcement steel corrugated plating arch form bridges and culverts structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |