CN201162206Y - Seawall protection concrete body - Google Patents
Seawall protection concrete body Download PDFInfo
- Publication number
- CN201162206Y CN201162206Y CNU2008200191954U CN200820019195U CN201162206Y CN 201162206 Y CN201162206 Y CN 201162206Y CN U2008200191954 U CNU2008200191954 U CN U2008200191954U CN 200820019195 U CN200820019195 U CN 200820019195U CN 201162206 Y CN201162206 Y CN 201162206Y
- Authority
- CN
- China
- Prior art keywords
- concrete body
- protection concrete
- hole
- boss
- seawall protection
- 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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Classifications
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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 relates to a seawall protection concrete body, which comprises a lug boss 1, a through hole 2, a groove 3 and a square top 4, and is characterized in that the seawall protection concrete body is of a cube structure; a ladder-shaped lug boss 1 is respectively arranged at the four corners on the upper side and the lower side of the cube structure; the top of the lug boss 1 is provided with the square top 4; four edges are respectively provided with a ladder-shaped groove 3; and the center of the cube structure is provided with a through hole 2. The seawall protection concrete body has strong tide-impact-resistant capacity, good stability and simple structure, and is easy to be constructed, can reduce the loss of the free stones, reduces the maintenance expense, and can protect the ocean environment.
Description
Technical field
The utility model relates to sea wall protection precast construction part, particularly is a kind of sea wall protection concrete body.
Background technology
At present, in building the sea wall engineering, mainly be the enrockment sea wall in the bottom, a little less than the anti-tide impact capacity of sea wall, poor stability, the employing on-site concrete that has casting is beared down on one, often because seawater invasion and attack inconvenience construction.So prior art can not address the above problem preferably.
Summary of the invention
The purpose of this utility model is exactly at above-mentioned weak point, and it is strong to design a kind of anti-tide impact capacity, good stability, the just sea wall of construction protection concrete body.
The technical solution of the utility model comprises: boss, through hole, groove, Fang Ding; Described sea wall protection concrete body is square body structure, respectively is provided with a trapezoid boss at four angles of above and below, the top, the end face side of being of boss, and four limits are respectively equipped with trapezoidal groove, and the centre is provided with through hole.
The beneficial effect that the utlity model has is: the anti-tide impact capacity of this kind sea wall protection concrete body is strong, and good stability is simple in structure, is convenient to construction, reduces rubble and runs off, and reduces maintenance cost, protects the marine environment.
Description of drawings
Fig. 1---the utility model master looks the complete section structural representation.
Fig. 2---the utility model plan structure schematic diagram.
In the accompanying drawing, 1-boss, 2-through hole, 3-groove, top, 4-side.
The specific embodiment
Below in conjunction with accompanying drawing enforcement of the present utility model is further elaborated:
Shown in figure, the utility model comprises: boss 1, through hole 2, groove 3, top, side 4; Described sea wall protection concrete body is square body structure, respectively is provided with a trapezoid boss 1 at four angles of above and below, and 4, four limits, top, the end face side of being of boss 1 are respectively equipped with trapezoidal groove 3, and the centre is provided with through hole 2.Sling with crane during construction, marshalling is placed on the rubble top one by one, following four boss 1 insert in the rubble hole, play fixation, and four following boss 1 play the effect that stops stormy waves, through hole 2 and groove 3 can make the seawater circulation, to alleviate the impact force of wave to sea wall.
Claims (1)
1, a kind of sea wall protection concrete body comprises: boss (1), through hole (2), groove (3), top, side (4); It is characterized in that: described sea wall protection concrete body is square body structure, respectively is provided with a trapezoid boss (1) at four angles of above and below, the top, the end face side of being (4) of boss (1), and four limits are respectively equipped with trapezoidal groove (3), and the centre is provided with through hole (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200191954U CN201162206Y (en) | 2008-03-21 | 2008-03-21 | Seawall protection concrete body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200191954U CN201162206Y (en) | 2008-03-21 | 2008-03-21 | Seawall protection concrete body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201162206Y true CN201162206Y (en) | 2008-12-10 |
Family
ID=40183144
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200191954U Expired - Fee Related CN201162206Y (en) | 2008-03-21 | 2008-03-21 | Seawall protection concrete body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201162206Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046512A (en) * | 2012-12-30 | 2013-04-17 | 同济大学建筑设计研究院(集团)有限公司 | Novel octagonal retaining wall building block with interlocking pourable holes arrayed on each other layer in staggered manner |
| CN103878868A (en) * | 2014-03-18 | 2014-06-25 | 北京工业大学 | Application of novel vertical pouring construction process to prefabricated concrete block with four hollow corners |
-
2008
- 2008-03-21 CN CNU2008200191954U patent/CN201162206Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046512A (en) * | 2012-12-30 | 2013-04-17 | 同济大学建筑设计研究院(集团)有限公司 | Novel octagonal retaining wall building block with interlocking pourable holes arrayed on each other layer in staggered manner |
| CN103878868A (en) * | 2014-03-18 | 2014-06-25 | 北京工业大学 | Application of novel vertical pouring construction process to prefabricated concrete block with four hollow corners |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081210 |