CN101509243A - Ecological shore protection method for stepwise shore - Google Patents
Ecological shore protection method for stepwise shore Download PDFInfo
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- CN101509243A CN101509243A CNA2009100198187A CN200910019818A CN101509243A CN 101509243 A CN101509243 A CN 101509243A CN A2009100198187 A CNA2009100198187 A CN A2009100198187A CN 200910019818 A CN200910019818 A CN 200910019818A CN 101509243 A CN101509243 A CN 101509243A
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- embankment
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Abstract
The invention discloses a stepped embankment ecological bank protection method. Firstly, a slope of an embankment is leveled; the bottommost level of the leveled embankment slope is tidied; a layer of hollow frame bodies which are arranged together horizontally are built along the length direction of the riverway on the tidy even bottommost level; gaps between every hollow frame bodies are connected by concrete; then a second layer of hollow frame bodies are built on the first layer of the hollow frame bodies along the embankment slope until the top of the embankment slope to form a stepped embankment slope; each hollow frame body of the upper layer presses between two hollow frame bodies of the lower layer; the contact area that the hollow frame body of the upper layer presses the hollow frame bodies of the lower layer is one third of the area that the whole hollow frame body takes; finally, the inside of every hollow frame body is filled with earth; and the hollow frame bodies of each layer are planted with plants. The invention can reinforce the embankment, in addition, the plants planted in the frames also reinforce the slope and take effects of greening and purifying water at the same time.
Description
Technical field
The present invention relates to the ecological protection method of embankment side slopes such as a kind of lake, river course, belong to river course embankment ecological protection technical field.
Background technology
Embankment such as lake, river course generally adopts stone masonry and two kinds of shore protection modes of dry stone wall.The stone masonry shore protection solidifies the embankment side slope fully, though can prevent erosion well and slope and land slide, makes water body self-purification ability descend owing to lacking vegetation.The dry stone wall shore protection is to pile up stone on embankment, though can plant vegetation, because the set ability between stone and the embankment is relatively poor, washes away for a long time and very easily causes coming off of stone, and protection effect is not good enough.
Summary of the invention
The present invention is directed to the deficiency that present bank protection mode exists, a kind of simple structure is provided, implements convenience, effect staged embankment ecological revetment method preferably.
Staged embankment ecological revetment method of the present invention is:
At first the slope with embankment flattens, and put the bottommost horizontal plane on smooth embankment slope in order, build the horizontal hollow framework of one deck by laying bricks or stones in the smooth bottommost horizontal plane upper edge channel length direction of arrangement, slit between each hollow framework connects with concrete, on the hollow framework of first floor, build the hollow framework of the second layer then by laying bricks or stones along the embankment slope, on the hollow framework of the second layer, build the 3rd layer of hollow framework by laying bricks or stones, until the top on embankment slope, form stepped embankment slope, the hollow framework of each of upper strata is pressed between two hollow frameworks of lower floor, and the contact area that the hollow framework in upper strata is pressed on the hollow framework of lower floor is 1/3rd of a whole hollow framework area occupied, native in the inner filling of each hollow framework at last, and in the hollow framework of each layer, plant plant.
Hollow framework adopts concrete prefabricated forming, and its inside is hollow, highly is 30cm-40cm, and the area of hollow framework is 0.25m
2
Plant in the hollow framework by level from down to up the branch gradient be respectively heavy water-based plant, very water-based plant and hygrophyte.
Ecological revetment mode provided by the present invention combines the advantage of dry stone wall and two kinds of shore protection modes of stone masonry and has eliminated the drawback of the two as much as possible, the general frame structure that staged bank protection mode forms has not only played the effect of reinforcing embankment, and in framework, plant vegetation, the effect of having played greening in the time of Gu Po and having purified water.The hollow framework that uses adopts stone, concrete body and concrete to make, simple structure, and preparation easily, cost is lower.The present invention both can be used for the embankment ecological protection in nature river course, also can be used for receiving the embankment protection in dirty river course.
Description of drawings
Fig. 1 is the sectional schematic diagram of staged embankment ecological revetment of the present invention.
Fig. 2 is the schematic perspective view of staged embankment ecological revetment of the present invention.
Fig. 3 is hollow framework schematic diagram.
Among the figure: 1, hollow framework, 2, embankment, 3, hygrophyte, 4, water-based plant very, 5, heavy water-based plant, 6, soil.
The specific embodiment
As depicted in figs. 1 and 2, staged embankment ecological revetment method of the present invention at first is at first to want smooth domatic when construction, and is smooth don't fail to putting in order of the slope of embankment 2 bottommost horizontal plane.Build one deck by laying bricks or stones and closely be arranged in together hollow framework 1 on the smooth bottommost horizontal plane of arrangement, the slit between each hollow framework 1 connects with concrete.On the hollow framework of first floor, build the second layer then along the embankment slope by laying bricks or stones and closely be arranged in together hollow framework, on the hollow framework of the second layer, build the 3rd layer of hollow framework by laying bricks or stones, and the like, until the top on embankment slope, form stepped embankment slope, the slit between every layer of each hollow framework 1 all connects with concrete.The hollow framework of each of upper strata is pressed between two hollow frameworks of lower floor, is staggered arrangement mode, and the contact area that the hollow framework in upper strata is pressed on the hollow framework of lower floor is 1/3rd of a whole hollow framework area occupied.After the hollow framework of whole embankment slope body is completed, at the inner soil 7 of filling of each hollow framework, the hollow framework of soil layer upper surface distance upper edge 2-3cm.And in the hollow framework on embankment slope, divide gradient to plant heavy water-based plant 5, endure water-based plant 4 and hygrophyte 3 from down to up, and the heavy water-based plant 5 of plantation in the hollow framework below the water surface, water-based plant 4 is endured in plantation in the close hollow framework of the water surface.The structure of hollow framework 1 as shown in Figure 3, adopt concrete prefabricated, also can adopt concrete prefabricated forming, its inside is hollow, shape is the semicircular body of end combination at cuboid, the equal diameters of the wherein rectangular length of side and semicircle highly is 30-40cm, and the area of hollow framework 1 is 0.25m
2
Claims (1)
1. staged embankment ecological revetment method, it is characterized in that: at first the slope with embankment flattens, and put the bottommost horizontal plane on smooth embankment slope in order, build the horizontal hollow framework of one deck by laying bricks or stones in the smooth bottommost horizontal plane upper edge channel length direction of arrangement, slit between each hollow framework connects with concrete, on the hollow framework of first floor, build the hollow framework of the second layer then by laying bricks or stones along the embankment slope, on the hollow framework of the second layer, build the 3rd layer of hollow framework by laying bricks or stones, until the top on embankment slope, form stepped embankment slope, the hollow framework of each of upper strata is pressed between two hollow frameworks of lower floor, and the contact area that the hollow framework in upper strata is pressed on the hollow framework of lower floor is 1/3rd of a whole hollow framework area occupied, native in the inner filling of each hollow framework at last, and in the hollow framework of each layer, plant plant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100198187A CN101509243A (en) | 2009-03-13 | 2009-03-13 | Ecological shore protection method for stepwise shore |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100198187A CN101509243A (en) | 2009-03-13 | 2009-03-13 | Ecological shore protection method for stepwise shore |
Publications (1)
| Publication Number | Publication Date |
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| CN101509243A true CN101509243A (en) | 2009-08-19 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2009100198187A Pending CN101509243A (en) | 2009-03-13 | 2009-03-13 | Ecological shore protection method for stepwise shore |
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| CN (1) | CN101509243A (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101858068A (en) * | 2010-06-11 | 2010-10-13 | 河北理工大学 | Artificial lake full open type plant bank protection method |
| CN102030413A (en) * | 2010-11-10 | 2011-04-27 | 河海大学 | Urban river step ecological revetment facility for purifying overflowed sewage and building method thereof |
| CN103243719A (en) * | 2013-05-22 | 2013-08-14 | 黄河勘测规划设计有限公司 | Rock-filled concrete slope structure using masonry stone template |
| CN104179150A (en) * | 2014-08-25 | 2014-12-03 | 郑丙辉 | Ecological slope protection structure |
| CN104195983A (en) * | 2014-08-18 | 2014-12-10 | 上海勘测设计研究院有限公司 | Ecological softening structure of rigid revetment |
| CN104674824A (en) * | 2013-11-27 | 2015-06-03 | 罗锡麟 | Conservation device of water and soil |
| CN106284203A (en) * | 2016-10-12 | 2017-01-04 | 上海勘测设计研究院有限公司 | Combined type ecoscape barricade |
| CN106320271A (en) * | 2016-10-12 | 2017-01-11 | 上海勘测设计研究院有限公司 | Ecology landscape retaining wall |
| CN107476251A (en) * | 2017-08-25 | 2017-12-15 | 交通运输部天津水运工程科学研究所 | A kind of fan-shaped ecological revetment body and the bank protection structure using the shore protection body |
| CN107869134A (en) * | 2017-12-13 | 2018-04-03 | 水利部中国科学院水工程生态研究所 | A kind of fish nido ecological shore protection system and its constructing method |
| CN108640409A (en) * | 2018-04-16 | 2018-10-12 | 浙江工业大学 | A kind of combined biological shore protection and its construction method |
-
2009
- 2009-03-13 CN CNA2009100198187A patent/CN101509243A/en active Pending
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101858068A (en) * | 2010-06-11 | 2010-10-13 | 河北理工大学 | Artificial lake full open type plant bank protection method |
| CN102030413A (en) * | 2010-11-10 | 2011-04-27 | 河海大学 | Urban river step ecological revetment facility for purifying overflowed sewage and building method thereof |
| CN102030413B (en) * | 2010-11-10 | 2012-05-23 | 河海大学 | Urban river step ecological revetment facility for purifying overflowed sewage and building method thereof |
| CN103243719A (en) * | 2013-05-22 | 2013-08-14 | 黄河勘测规划设计有限公司 | Rock-filled concrete slope structure using masonry stone template |
| CN104674824A (en) * | 2013-11-27 | 2015-06-03 | 罗锡麟 | Conservation device of water and soil |
| CN104195983A (en) * | 2014-08-18 | 2014-12-10 | 上海勘测设计研究院有限公司 | Ecological softening structure of rigid revetment |
| CN104179150A (en) * | 2014-08-25 | 2014-12-03 | 郑丙辉 | Ecological slope protection structure |
| CN106284203A (en) * | 2016-10-12 | 2017-01-04 | 上海勘测设计研究院有限公司 | Combined type ecoscape barricade |
| CN106320271A (en) * | 2016-10-12 | 2017-01-11 | 上海勘测设计研究院有限公司 | Ecology landscape retaining wall |
| CN106320271B (en) * | 2016-10-12 | 2019-03-15 | 上海勘测设计研究院有限公司 | Ecoscape barricade |
| CN106284203B (en) * | 2016-10-12 | 2019-08-13 | 上海勘测设计研究院有限公司 | Combined type ecoscape barricade |
| CN107476251A (en) * | 2017-08-25 | 2017-12-15 | 交通运输部天津水运工程科学研究所 | A kind of fan-shaped ecological revetment body and the bank protection structure using the shore protection body |
| CN107869134A (en) * | 2017-12-13 | 2018-04-03 | 水利部中国科学院水工程生态研究所 | A kind of fish nido ecological shore protection system and its constructing method |
| CN108640409A (en) * | 2018-04-16 | 2018-10-12 | 浙江工业大学 | A kind of combined biological shore protection and its construction method |
| CN108640409B (en) * | 2018-04-16 | 2023-12-05 | 浙江工业大学 | Combined ecological bank protection and construction method thereof |
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Open date: 20090819 |