CN203808009U - Ecological harbor dyke protection bank - Google Patents
Ecological harbor dyke protection bank Download PDFInfo
- Publication number
- CN203808009U CN203808009U CN201420174884.8U CN201420174884U CN203808009U CN 203808009 U CN203808009 U CN 203808009U CN 201420174884 U CN201420174884 U CN 201420174884U CN 203808009 U CN203808009 U CN 203808009U
- Authority
- CN
- China
- Prior art keywords
- retaining wall
- wall
- ecological
- pile
- pool unit
- 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
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Revetment (AREA)
Abstract
The utility model relates to an ecological harbor dyke protection bank. The ecological harbor dyke protection bank is characterized by comprising a first retaining wall (1), a cast-in-place pile (3) and a prefabricated slab pile (4) are sequentially arranged on a river bottom side slope (2) outside the first retaining wheel (1) from inside to outside, the cast-in-place pile (3) is flush with the top face of the prefabricated slab pile (4), the space between the prefabricated slab pile (4) and the outer vertical face of the first retaining wall (1) is filled with filling concrete (5), a second retaining wall (6) is arranged at the top of the filling concrete (5), the space between the second retaining wall (6) and the first retaining wall (1) is filled with graded broken stone (9), a soil anchor (10) is arranged in the soil from the outer side of the second retaining wall (6) to the inner side of the first retaining wall (1), and a flower bed (7) is arranged at the top of the first retaining wall (1). The ecological harbor dyke protection bank has the advantages of reducing potential safety hazards and improving the greening rate.
Description
Technical field
The utility model relates to a kind of ecological port dike shore protection.
Background technology
May there is potential safety hazard in traditional port long-time use of dike shore protection, and the greening deficiency of traditional port dike shore protection, affects attractive in appearance.Therefore seek a kind of potential safety hazard that reduces, the ecological port dike shore protection that improves green percentage is particularly important.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, and a kind of potential safety hazard that reduces is provided, and improves the ecological port dike shore protection of green percentage.
The purpose of this utility model is achieved in that
A kind of ecological port dike shore protection, it is characterized in that it comprises the first retaining wall, in the river bed side slope in described the first retaining wall outside, be disposed with from the inside to the outside castinplace pile and prefabricated sheet pile, described castinplace pile flushes with the end face of prefabricated sheet pile, between the outer facade of described prefabricated sheet pile to the first retaining wall, be filled with and tamp concrete, described top of tamping concrete is provided with the second retaining wall, between described the second retaining wall and the first retaining wall, fill graded broken stone, the outer facade of upper semisection of described the second retaining wall is provided with steel guard timber, on the step of described the second retaining wall, be provided with mooring dolphin, the lower semisection of described the second retaining wall is provided with the expansion bolt of quincuncial arrangement from outside to inside, the outer facade of described the second retaining wall is provided with steel guard timber, the exterior angle of step is provided with ladle angle, in the soil of the first retaining wall inner side, lateral of the second retaining wall, be provided with native anchor, the top of described the first retaining wall is provided with Hua Chi, described colored pond comprises the multiple colored pool unit of arranging along the first retaining wall length direction, described colored pool unit comprises colored pool unit collet and three fixation wall, three fixation wall are upwards connected in respectively front side rear side and the land side of colored pool unit collet, the inner side of the nearly water section of fixation wall of front side and rear side is provided with slot, in slot, be provided with the plate of vertical layout.
Compared with prior art, the beneficial effects of the utility model are:
The ecological port of the utility model dike shore protection has minimizing potential safety hazard, improves the advantage of green percentage.
Brief description of the drawings
Fig. 1 is the structural representation of the ecological port of the utility model dike shore protection.
Fig. 2 is the colored pool structure schematic diagram of the ecological port of the utility model dike shore protection.
Wherein:
The first retaining wall 1
River bed side slope 2
Castinplace pile 3
Prefabricated sheet pile 4
Tamp concrete 5
The second retaining wall 6
Flower pond 7, flower pool unit collet 7.1, three fixation wall 7.2, plate 7.3, flower pool unit bottom outlet 7.4.
Mooring dolphin 8
Graded broken stone 9
Soil anchor 10.
Detailed description of the invention
Referring to Fig. 1 and Fig. 2, the ecological port of the one dike shore protection that the utility model relates to, it comprises the first retaining wall 1, described the first retaining wall 1 is C10 cemented rock wall, in the river bed side slope 2 in described the first retaining wall 1 outside, be disposed with from the inside to the outside castinplace pile 3 and prefabricated sheet pile 4, described castinplace pile 3 is C25 bored pile, described castinplace pile 3 flushes with the end face of prefabricated sheet pile 4, between the outer facade of described prefabricated sheet pile 4 to first retaining wall 1, be filled with and tamp concrete 5, the described concrete 5 that tamps is for C15 concrete, described top of tamping concrete 5 is provided with the second retaining wall 6, described the second retaining wall 6 is provided with the C20 cemented rock wall of step for middle part, between described the second retaining wall 6 and the first retaining wall 1, fill graded broken stone 9, the outer facade of upper semisection of described the second retaining wall 6 is provided with steel guard timber, on the step of described the second retaining wall 6, be provided with mooring dolphin 8, the lower semisection of described the second retaining wall 6 is provided with the expansion bolt of quincuncial arrangement from outside to inside, the outer facade of described the second retaining wall 6 is provided with steel guard timber, the exterior angle of step is provided with ladle angle, there is the plastic drain-pipe 9 of oblique layout from the facing epitaxy inside of the first retaining wall 1 extends prefabricated sheet pile 4, in the soil of first retaining wall 1 inner side, lateral of the second retaining wall 6, be provided with native anchor 10, 7.8 meters of the free segment lengths of soil anchor 10, 8 meters of anchoring segment lengths.The top of described the first retaining wall 1 is provided with Hua Chi 7, described colored pond 7 comprises the multiple colored pool unit of arranging along the first retaining wall 1 length direction, described colored pool unit comprises colored pool unit collet 7.1 and three fixation wall 7.2, three fixation wall 7.2 are upwards connected in respectively front side rear side and the land side of colored pool unit collet 7.1, the inner side of the fixation wall 7.2 nearly water sections of front side and rear side is provided with slot, is provided with the plate 7.3 of vertical layout in slot.The material of described colored pool unit collet 7.1 and three fixation wall 7.2 is concrete, and the material of described plate 7.3 is highstrenghtpiston.The lower semisection of described plate 7.3 is provided with multiple plate side openings, is provided with the multiple colored pool unit bottom outlet 7.4 of up/down perforation on flower pool unit collet 7.1, can splendid attire soil in flower pool unit, and for cultivated plant.
Claims (1)
1. an ecological port dike shore protection, it is characterized in that it comprises the first retaining wall (1), in the river bed side slope (2) in described the first retaining wall (1) outside, be disposed with from the inside to the outside castinplace pile (3) and prefabricated sheet pile (4), described castinplace pile (3) flushes with the end face of prefabricated sheet pile (4), described prefabricated sheet pile (4) is filled with between facade and tamps concrete (5) to the first retaining wall (1), described top of tamping concrete (5) is provided with the second retaining wall (6), between described the second retaining wall (6) and the first retaining wall (1), fill graded broken stone (9), the outer facade of upper semisection of described the second retaining wall (6) is provided with steel guard timber, on the step of described the second retaining wall (6), be provided with mooring dolphin (8), the lower semisection of described the second retaining wall (6) is provided with the expansion bolt of quincuncial arrangement from outside to inside, the outer facade of described the second retaining wall (6) is provided with steel guard timber, the exterior angle of step is provided with ladle angle, in the soil of lateral the first retaining wall (1) inner side of the second retaining wall (6), be provided with native anchor (10), the top of described the first retaining wall (1) is provided with Hua Chi (7), described colored pond (7) comprises the multiple colored pool unit of arranging along the first retaining wall (1) length direction, described colored pool unit comprises colored pool unit collet (7.1) and three fixation wall (7.2), three fixation wall (7.2) are upwards connected in respectively front side rear side and the land side of colored pool unit collet (7.1), the inner side of the nearly water section of fixation wall (7.2) of front side and rear side is provided with slot, in slot, be provided with the plate (7.3) of vertical layout.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420174884.8U CN203808009U (en) | 2014-04-12 | 2014-04-12 | Ecological harbor dyke protection bank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420174884.8U CN203808009U (en) | 2014-04-12 | 2014-04-12 | Ecological harbor dyke protection bank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203808009U true CN203808009U (en) | 2014-09-03 |
Family
ID=51446789
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420174884.8U Expired - Fee Related CN203808009U (en) | 2014-04-12 | 2014-04-12 | Ecological harbor dyke protection bank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203808009U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895008A (en) * | 2015-06-09 | 2015-09-09 | 杭州江润科技有限公司 | Construction method for environmental-friendly ecological plate type retaining wall revetment with ribbed walls |
| CN104912031A (en) * | 2015-06-19 | 2015-09-16 | 中国电建集团成都勘测设计研究院有限公司 | Protection system for side slope in water conservancy and hydropower project and construction method of protection system |
| CN105369770A (en) * | 2015-12-11 | 2016-03-02 | 广东工业大学 | Water-bank slope landscape prefabricated part and water-bank slope construction method |
| CN106087872A (en) * | 2016-08-11 | 2016-11-09 | 河海大学 | A kind of bank protection structure and construction method |
| CN109267541A (en) * | 2018-09-26 | 2019-01-25 | 安溪县斯马拓科技发展有限公司 | A kind of hybrid revetment structure |
| CN111794220A (en) * | 2020-07-10 | 2020-10-20 | 江阴市白屈港水利枢纽工程管理处 | PHC tubular pile cladding reinforcing section structure |
| CN111794212A (en) * | 2020-07-10 | 2020-10-20 | 江阴市白屈港水利枢纽工程管理处 | Risk-removing reinforced section structure combining cast-in-place pile and concrete cladding |
-
2014
- 2014-04-12 CN CN201420174884.8U patent/CN203808009U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895008A (en) * | 2015-06-09 | 2015-09-09 | 杭州江润科技有限公司 | Construction method for environmental-friendly ecological plate type retaining wall revetment with ribbed walls |
| CN104895008B (en) * | 2015-06-09 | 2016-11-09 | 杭州江润科技有限公司 | The construction method of environmentally friendly ecology wallboard type with ribbing barricade shore protection |
| CN104912031A (en) * | 2015-06-19 | 2015-09-16 | 中国电建集团成都勘测设计研究院有限公司 | Protection system for side slope in water conservancy and hydropower project and construction method of protection system |
| CN105369770A (en) * | 2015-12-11 | 2016-03-02 | 广东工业大学 | Water-bank slope landscape prefabricated part and water-bank slope construction method |
| CN105369770B (en) * | 2015-12-11 | 2017-08-01 | 广东工业大学 | The construction method of waterfront bank protection landscape prefabricated components and waterfront bank protection |
| CN106087872A (en) * | 2016-08-11 | 2016-11-09 | 河海大学 | A kind of bank protection structure and construction method |
| CN109267541A (en) * | 2018-09-26 | 2019-01-25 | 安溪县斯马拓科技发展有限公司 | A kind of hybrid revetment structure |
| CN111794220A (en) * | 2020-07-10 | 2020-10-20 | 江阴市白屈港水利枢纽工程管理处 | PHC tubular pile cladding reinforcing section structure |
| CN111794212A (en) * | 2020-07-10 | 2020-10-20 | 江阴市白屈港水利枢纽工程管理处 | Risk-removing reinforced section structure combining cast-in-place pile and concrete cladding |
| CN111794212B (en) * | 2020-07-10 | 2022-04-01 | 江阴市白屈港水利枢纽工程管理处 | Risk-removing reinforced section structure combining cast-in-place pile and concrete cladding |
| CN111794220B (en) * | 2020-07-10 | 2022-04-05 | 江阴市白屈港水利枢纽工程管理处 | PHC tubular pile cladding reinforcing section structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140903 Termination date: 20170412 |