CN201649038U - Pile platform revetment with function of greening scenery - Google Patents
Pile platform revetment with function of greening scenery Download PDFInfo
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- CN201649038U CN201649038U CN2010201520547U CN201020152054U CN201649038U CN 201649038 U CN201649038 U CN 201649038U CN 2010201520547 U CN2010201520547 U CN 2010201520547U CN 201020152054 U CN201020152054 U CN 201020152054U CN 201649038 U CN201649038 U CN 201649038U
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- barricade
- pile foundation
- revetment
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Abstract
The utility model relates to a pile platform revetment with the function of greening scenery, which comprises a pile foundation arranged at the bottom of the revetment, and a retaining wall arranged on the pile foundation, wherein the retaining wall comprises a retaining wall bottom plate, and the retaining wall bottom plate is provided with a retaining wall body; and the pile platform revetment is characterized in that the retaining wall body is provided with a spine structure. The pile platform revetment overcomes the defects of low function and incondite visual effect of the traditional reinforced concrete upright revetment scenery, and lead the plant to be closer to the water surface to make compliment to the reflection in the water; and a precast-concrete flower bed is detachable, therefore, plants in the flower bed can be changed according to of different seasons or specific requirements, such as the activity of celebration rally and the like. The pile platform revetment has the advantages that the structure is simple, the flower bed is arranged, the requirement of modern city on riverfront scenery can be met, and the flower bed can be changed according to different seasons or specific requirements.
Description
Technical field:
The technical field of the utility model design hydro-structure, specifically a kind of pile foundation support table shore protection of afforesting landscape function that has.
Background technology:
Since ancient times, the city is all built according to the river, and the river provides the water source of survival and development for the mankind.Certainly, the mankind will inevitably carry out necessary transformation to the river when building the city, and as the line of demarcation-shore protection on river and land, it had both protected the landing field can not had by water logging, was also protecting the river not to be subjected to the influence of mankind's activity.
Bank protection structure can be divided into ramp type and vertical type according to the form difference.The ramp type shore protection is applicable to the area that land resources is abundant, on original state riverbed side slope coated with protective slope structure, as cemented rock, placed rockfill or the rectangular slab of stone, turf etc.And for the metropolis, international metropolis especially resemble Shanghai, land resources is very nervous, and what channel revetment was adopted basically is upright structures.According to the structural shape difference, the vertical type shore protection mainly comprises and draws anchor slab pilework, pile foundation support table structure and cemented rock gravity barricade.Because first kind of vertical type shore protection-La anchor slab pilework will take too much soil, rear, not re-use substantially at present.The vertical type shore protection has lot of advantages, such as structural reliability, durability height, and the construction technology maturation, land area is little, and restriction is lacked or the like to the rear land function.
Enter 21 century when the time, the development speed in city is accelerated day by day, and people's quality of life also improves constantly, and human requirement to bank protection structure has been not limited to defense function, and landscape function, greening function, hydrophile function or the like are paid attention to gradually.Yet above-mentioned traditional vertical type bank protection structure is owing to build the problem of material, and the effect after building up is stiff often, and color is also relatively more dull, becomes the partition of people with between the river, is unfavorable for the design of shore water landscape.
The utility model content:
The purpose of this utility model is to provide a kind of pile foundation support table shore protection of afforesting landscape function that has, and it has overcome the deficiency of landscape function in the existing bank protection structure, further satisfies the requirement of people to the shore water landscape.
To achieve these goals, the technical solution of the utility model is: have the pile foundation support table shore protection of afforesting landscape function, it comprises that the shore protection bottom is provided with pile foundation, pile foundation is provided with barricade, this barricade comprises the barricade base plate, the barricade base plate is provided with barricade wall body, it is characterized in that barricade wall body has colored groove structure.Barricade wall body is provided with platform, and the barricade wall body of platform top tilts, and colored groove is set on the platform, and tenon is set on the platform, matches with the groove that is located at colored trench bottom.Be provided with permeable hole in the barricade wall body tilting section, permeable hole is communicated with the flower groove.Be equipped with at least two colored grooves on the platform, flower groove top also is provided with tenon, matches with the groove that is located at colored trench bottom.Flower groove material is a kind of in metal, concrete, steel concrete, shale, pottery, wooden, herbaceous stem, the plastics.Barricade is a reinforced concrete structure, or the cemented rock structure.
The utility model has overcome the shortcoming that the upright shore protection landscape function of steel concrete is low traditionally, visual effect is stiff, has adapted to modern metropolitan cities better to the demand of view along the river; The utility model has enriched the view of shore water water front and has made the scape means, makes plant adjoined water surface more, brings out the best in each other with reflecting in the water; Precast concrete flower groove is dismountable, therefore can be according to different seasons or special requirement, and as celebration rally activity etc., the plant of flower groove is changed.Being a little of utility model is simple in structure, has colored groove on the shore protection, can satisfy modern metropolitan cities to the demand of view along the river, and can change the flower groove according to different seasons or special requirement.
Description of drawings:
The structure section figure of Fig. 1 the utility model one embodiment
The specific embodiment:
Below in conjunction with drawings and Examples the utility model is further described:
Structure section figure of the present utility model comprises bank protection structure, and the shore protection bottom is provided with pile foundation 2, and pile foundation 2 is provided with barricade, and this barricade comprises barricade base plate 3, and barricade base plate 3 is provided with barricade wall body 4, it is characterized in that barricade wall body 4 has colored groove structure.Barricade wall body the place ahead is provided with platform 5, and the barricade wall body of platform 5 tops 4 tilts, with horizontal angle of slope be 60~70 degree.Colored groove 1 is set on the platform 5, on the platform 5 tenon is set, match with the groove that is located at colored groove 1 bottom.Be equipped with at least two colored grooves 1 on the platform, flower groove 1 top also is provided with tenon, matches with the groove that is located at colored groove 1 bottom, makes it and can stack.The barricade wall just bankets after one's death and is connected with surface soil, and the depth of fill is no more than barricade wall top.Tilting section is provided with permeable hole 9, and permeable hole 9 is communicated with flower groove 1, so that underground water is to the supply of soil moisture in the flower groove, tilting section size, inclination angle and permeable hole position are to be as the criterion with colored groove structure matching.
The design feature that has the pile foundation support table shore protection of afforesting landscape function is the piling strtucture system, and loading characteristic is to be equal to the rigid frame system of bearing lateral force.Design of pile foundation (as, stake is long, stake footpath and arrangement of reinforcement etc.) must strictness follow the regulation of related specifications standard.
Have the pile foundation support table shore protection rear of afforesting landscape function and must not banket above barricade wall top, the fill stratum gradient should not surpass 10%.The wall top can be provided with railing, also railing can be set.
Have the pile foundation support table shore protection barricade wall platform 5 on one's body of afforesting landscape function and absolute altitude is set surpasses river course design ordinary water level, be immersed in time in the water to avoid spending groove as far as possible.
The wall-retaining structure of the pile foundation support table shore protection that afforest landscape function having among the embodiment is the steel concrete barricade, also can be the cemented rock wall-retaining structure in the practicality.
Flower groove structure preferably adopts finished product, convenient buying and installing, material can be metal, concrete, steel concrete, shale, pottery, wooden, herbaceous stem, plastics or the like.The plant of plantation requires to determine according to view in the flower groove.
Claims (6)
1. have the pile foundation support table shore protection of afforesting landscape function, the shore protection bottom is provided with pile foundation, and pile foundation is provided with barricade, and this barricade comprises the barricade base plate, and the barricade base plate is provided with barricade wall body, it is characterized in that barricade wall body has colored groove structure.
2. the pile foundation support table shore protection of afforesting landscape function that has according to claim 1, it is characterized in that barricade wall body is provided with platform, the barricade wall body of platform top tilts, and colored groove is set on the platform, tenon is set on the platform, matches with the groove that is located at colored trench bottom.
3. the pile foundation support table shore protection of afforesting landscape function that has according to claim 2 is characterized in that being provided with permeable hole in the barricade wall body tilting section, and permeable hole is communicated with the flower groove.
4. the pile foundation support table shore protection of afforesting landscape function that has according to claim 2 is characterized in that being equipped with on the platform at least two colored grooves, and flower groove top also is provided with tenon, matches with the groove that is located at colored trench bottom.
5. the pile foundation support table shore protection of afforesting landscape function that has according to claim 2 is characterized in that flower groove material is a kind of in metal, concrete, steel concrete, shale, pottery, wooden, herbaceous stem, the plastics.
6. the pile foundation support table shore protection of afforesting landscape function that has according to claim 1 is characterized in that barricade is a reinforced concrete structure, or the cemented rock structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2010201520547U CN201649038U (en) | 2010-04-07 | 2010-04-07 | Pile platform revetment with function of greening scenery |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN2010201520547U CN201649038U (en) | 2010-04-07 | 2010-04-07 | Pile platform revetment with function of greening scenery |
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CN201649038U true CN201649038U (en) | 2010-11-24 |
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CN2010201520547U Expired - Fee Related CN201649038U (en) | 2010-04-07 | 2010-04-07 | Pile platform revetment with function of greening scenery |
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Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102505661A (en) * | 2011-12-21 | 2012-06-20 | 杨梦云 | Construction scheme of stone-piled foot protector of underwater bearing platform |
CN104563057A (en) * | 2014-11-28 | 2015-04-29 | 上海市政工程设计研究总院(集团)有限公司 | Low pile cap type flood control wall |
CN105239531A (en) * | 2015-10-29 | 2016-01-13 | 上海市政工程设计研究总院(集团)有限公司 | Continuous-arch-type landscape flood control wall |
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 |
CN106149625A (en) * | 2016-08-23 | 2016-11-23 | 上海市水利工程设计研究院有限公司 | A kind of ecological self-purification type landscape revetment reconstruction structure and construction method thereof |
CN106759472A (en) * | 2017-02-27 | 2017-05-31 | 中交第三航务工程勘察设计院有限公司 | A kind of buttress type Ecological Retaining Wall structure |
CN107059785A (en) * | 2017-05-27 | 2017-08-18 | 中交第三航务工程勘察设计院有限公司 | A kind of environmental low pile cap bank protection structure and construction method |
CN107299646A (en) * | 2016-04-15 | 2017-10-27 | 中交第三航务工程勘察设计院有限公司 | Ecological Retaining Wall structure and its method of construction |
CN112112124A (en) * | 2020-09-15 | 2020-12-22 | 嘉兴久顺科技有限公司 | River channel ecological protection system |
-
2010
- 2010-04-07 CN CN2010201520547U patent/CN201649038U/en not_active Expired - Fee Related
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102505661A (en) * | 2011-12-21 | 2012-06-20 | 杨梦云 | Construction scheme of stone-piled foot protector of underwater bearing platform |
CN104563057A (en) * | 2014-11-28 | 2015-04-29 | 上海市政工程设计研究总院(集团)有限公司 | Low pile cap type flood control wall |
CN104563057B (en) * | 2014-11-28 | 2016-04-27 | 上海市政工程设计研究总院(集团)有限公司 | Low pile cap formula flood-control wall |
CN105239531A (en) * | 2015-10-29 | 2016-01-13 | 上海市政工程设计研究总院(集团)有限公司 | Continuous-arch-type landscape flood control wall |
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 |
CN107299646A (en) * | 2016-04-15 | 2017-10-27 | 中交第三航务工程勘察设计院有限公司 | Ecological Retaining Wall structure and its method of construction |
CN106087872A (en) * | 2016-08-11 | 2016-11-09 | 河海大学 | A kind of bank protection structure and construction method |
CN106149625A (en) * | 2016-08-23 | 2016-11-23 | 上海市水利工程设计研究院有限公司 | A kind of ecological self-purification type landscape revetment reconstruction structure and construction method thereof |
CN106759472A (en) * | 2017-02-27 | 2017-05-31 | 中交第三航务工程勘察设计院有限公司 | A kind of buttress type Ecological Retaining Wall structure |
CN107059785A (en) * | 2017-05-27 | 2017-08-18 | 中交第三航务工程勘察设计院有限公司 | A kind of environmental low pile cap bank protection structure and construction method |
CN112112124A (en) * | 2020-09-15 | 2020-12-22 | 嘉兴久顺科技有限公司 | River channel ecological protection system |
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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: 20101124 Termination date: 20190407 |