CN201738284U - Parapet wall with permeable anti-sliding plate - Google Patents
Parapet wall with permeable anti-sliding plate Download PDFInfo
- Publication number
- CN201738284U CN201738284U CN201020258760XU CN201020258760U CN201738284U CN 201738284 U CN201738284 U CN 201738284U CN 201020258760X U CN201020258760X U CN 201020258760XU CN 201020258760 U CN201020258760 U CN 201020258760U CN 201738284 U CN201738284 U CN 201738284U
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- wave
- skid plate
- permeable anti
- wave wall
- wall
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Abstract
The utility model relates to a parapet wall with a permeable anti-sliding plate, which is arranged at the top of a jetty or a revetment (1), wherein the jetty or a revetment (1) includes a wave resistance structure (2) and a jetty body (6); the wave resistance structure (2) consist of a wave resistance wall (3) and the permeable anti-sliding plate (4); the permeable anti-sliding plate (4) is arranged under the wave resistance wall (3) and embedded in a block-stone basis (7); and water discharge holes (5) are formed on the permeable anti-sliding plate (4). Therefore, the wave-action resisting ability of the parapet wall is improved and the constructional engineering amount is reduced.
Description
Affiliated technical field
The utility model relates to a kind of wave wall.
Background technology
On wave resistance structures such as mole, shore protection, sea wall, wave wall or the extensive use of wave resistance structure.Particularly the top of half vertical breakwater or bank protection structure usually is provided with a wave wall, reduces unrestrained more amount with the opposing wave action, reduces the levee crown absolute altitude, reduces the Structural Engineering amount.
Common wave wall structure all has a common characteristic, is exactly that wave wall is arranged in the piece stone foundation, and by resisting wave action from gravity and frictional force, implementation structure is stable.
Along with reducing of the discrepancy in elevation of increase, wave wall bottom surface and the water level of design wave, wave action power significantly strengthens.Common wave wall structure is increasing, causes certain engineering cost to increase and the wasting of resources.
In order to make full use of the resistivity of wave wall bottom piece stone foundation, the restriction wave wall slides along piece stone foundation end face, permeable anti-skid plate is set below wave wall, by permeable anti-skid plate with wave wall and the piece stone foundation opposing wave force that forms a whole, utilize the resistivity of wave wall and piece stone foundation, thereby reduce the wave wall structure, improve the comprehensive benefit of total.
Anti-skid plate adopts permeable structure, by the reasonable Arrangement permeable hole, the piece stone backfill of particle diameter greater than the outfall diameter adopted in both sides, realize the water permeability of anti-skid plate and the water permeability basically identical of piece stone foundation, thereby reduce the wave horizontal force on the anti-skid plate, reduce the wave lift of the wave wall bottom surface of anti-skid plate front, improve the ability of structure opposing wave action.
Be embedded in the anti-skid plate in the piece stone foundation, can produce bigger passive earth pressure antiskid, can limit wave wall again and slide along basic end face, help the structure stability against over turning under the particular case, its beneficial effect is good.
Wave wall structure, majority exceed the water surface constructs on land, therefore, anti-skid plate is set under the wave wall implements easily.Anti-skid buttress can prefabricatedly be installed according to execution conditions, also can cast-in-situ.
Anti-skid plate can be prefabricated earlier, is transported to on-the-spot the installation, and the piece stone of the anti-skid plate of backfill both sides is followed cast-in-place wave wall then, and prefabricated anti-skid plate is by stretching out reinforcing bar and cast-in-place wave wall base plate is connected to form an overall structure.Anti-skid plate also can be cast-in-place on the spot, and the piece stone of the anti-skid plate of backfill both sides is followed cast-in-place wave wall then, and anti-skid plate is by stretching out reinforcing bar and cast-in-place wave wall base plate is connected to form an overall structure.
Summary of the invention
In order to bring into play the resistivity of piece stone foundation, the restriction wave wall slides along piece stone foundation end face, improves the ability of wave wall opposing wave force, reduces the engineering quantity of wave resistance structure, the utility model provides a kind of wave wall that has permeable anti-skid plate, to give full play to the resistivity of wave resistance structure.
In order to achieve the above object, the technical solution used in the present invention is that permeable anti-skid plate is set below wave wall, by permeable anti-skid plate with wave wall and the piece stone foundation opposing wave force that forms a whole, water permeability by anti-skid plate reduces the wave horizontal force on the anti-skid plate, reduce the wave lift of the wave wall bottom surface of anti-skid plate front, thereby reduce the wave wall structure.
After adopting wave wall of the present invention, the drag of piece stone foundation obtains performance, and the horizontal force on the anti-skid plate reduces, the wave lift of the wave wall bottom surface before the anti-skid plate reduces, wave wall is limited along the slip of basic end face, and the drag of wave wall improves, and wave wall and wave resistance structure section reduce.
The beneficial effects of the utility model, the section of wave wall and wave resistance structure reduces, and engineering quantity reduces, the easier nearer position, dried up position that is arranged on of wave wall, engineering effort is good on the whole.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further specified.
Fig. 1 is a kind of typical section figure that has the wave wall of permeable anti-skid plate;
Fig. 2 is the typical front view of permeable anti-skid plate;
Fig. 3 is the typical section figure of permeable anti-skid plate.
Among the figure: 1. mole or shore protection, 2. wave resistance structure, 3. wave wall, 4. permeable anti-skid plate, 5. drain hole, 6. levee body, a 7. stone foundation, 8. mask, 9. block stone bed course, 10. filler, 11. inverted filter, 12. wave wall rear structures, 13. waterlines, a side of 14. wave actions.
The specific embodiment
In Fig. 1, a kind of wave wall that has permeable anti-skid plate of the present invention is arranged at the top of mole or shore protection (1), and mole or shore protection (1) are made of wave resistance structure (2) and levee body (6).Wave resistance structure (2) is made of wave wall (3) and permeable anti-skid plate (4).Permeable anti-skid plate (4) be arranged on wave wall (3) below, be embedded in the piece stone foundation (7).Permeable anti-skid plate (4) is arranged drain hole (5).Levee body (6) is made up of piece stone foundation (7), mask (8), piece stone bed course (9), filler (10), inverted filter (11), wave wall rear structure (12) etc.Sequence of construction is carried out from top to bottom, when piece stone foundation (7) is backfilling into the bottom surface of permeable anti-skid plate (4), cast-in-place or prefabricated permeable anti-skid plate (4) is installed, then the piece stone foundation (7) of the permeable anti-skid plate of backfill (4) both sides is to wave wall (3) bottom, cast wave wall (3) also forms whole with permeable anti-skid plate (4), mounting blocks stone bed course (9), mask (8), construction wave wall rear structure (12) etc. just forms overall structure.Waterline (13) expression water level situation, a side (14) expression of wave action is subjected to the side that wave mainly acts on.
In Fig. 2, permeable anti-skid plate (4) be arranged on wave wall (3) below, permeable anti-skid plate (4) is arranged drain hole (5), drain hole (5) can be circular, also can be other shapes.Permeable anti-skid plate (4) can segmentation, segment length 3～5m, and between section and the section, the slit that can reserve 10～15cm is beneficial to permeable.
In Fig. 3, permeable anti-skid plate (4) be arranged on wave wall (3) below, permeable anti-skid plate (4) is arranged drain hole (5).
Claims (1)
1. wave wall that has permeable anti-skid plate, be arranged at the top of mole or shore protection (1), constitute by wave wall (3) and permeable anti-skid plate (4), it is characterized in that: permeable anti-skid plate (4) is set under the wave wall (3), permeable anti-skid plate (4) is embedded in the piece stone foundation (7), and permeable anti-skid plate (4) is arranged drain hole (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020258760XU CN201738284U (en) | 2010-07-14 | 2010-07-14 | Parapet wall with permeable anti-sliding plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020258760XU CN201738284U (en) | 2010-07-14 | 2010-07-14 | Parapet wall with permeable anti-sliding plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201738284U true CN201738284U (en) | 2011-02-09 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201020258760XU Expired - Lifetime CN201738284U (en) | 2010-07-14 | 2010-07-14 | Parapet wall with permeable anti-sliding plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201738284U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102605746A (en) * | 2012-04-25 | 2012-07-25 | 北京林业大学 | Flexible connection method of anti-sliding board and gate floor |
| CN105804003A (en) * | 2016-03-22 | 2016-07-27 | 中交第四航务工程局有限公司 | Wide shoulder type bulwark and transporting and installing method thereof |
| CN108930249A (en) * | 2018-07-24 | 2018-12-04 | 交通运输部天津水运工程科学研究所 | A kind of permeable breakwater based on cementingization enrockment |
-
2010
- 2010-07-14 CN CN201020258760XU patent/CN201738284U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102605746A (en) * | 2012-04-25 | 2012-07-25 | 北京林业大学 | Flexible connection method of anti-sliding board and gate floor |
| CN102605746B (en) * | 2012-04-25 | 2014-10-29 | 北京林业大学 | Flexible connection method of anti-sliding board and gate floor |
| CN105804003A (en) * | 2016-03-22 | 2016-07-27 | 中交第四航务工程局有限公司 | Wide shoulder type bulwark and transporting and installing method thereof |
| CN108930249A (en) * | 2018-07-24 | 2018-12-04 | 交通运输部天津水运工程科学研究所 | A kind of permeable breakwater based on cementingization enrockment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CCCC-FHDI ENGINEERING CO., LTD. Free format text: FORMER OWNER: SHEN DIZHOU Effective date: 20110414 Free format text: FORMER OWNER: SHEN RENZHONG |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 510280 ROOM 408, NO. 13, JINGHU WEST STREET, HAIZHU DISTRICT, GUANGZHOU CITY, GUANGDONG PROVINCE TO: 510230 NO. 161, QIANJIN ROAD, GUANGZHOU CITY, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20110414 Address after: 510230 No. 161 Qianjin Road, Guangdong, Guangzhou Patentee after: CCCC-FHDI Engineering Co., Ltd. Address before: 510280 room 13, 408 West Street, Haizhuqu District, Guangdong, Guangzhou, Jinghu Co-patentee before: Shen Renzhong Patentee before: Shen Dizhou |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110209 |