KR20090047802A - Afforestation method for a slanting surface of concrete - Google Patents
Afforestation method for a slanting surface of concrete Download PDFInfo
- Publication number
- KR20090047802A KR20090047802A KR1020070113841A KR20070113841A KR20090047802A KR 20090047802 A KR20090047802 A KR 20090047802A KR 1020070113841 A KR1020070113841 A KR 1020070113841A KR 20070113841 A KR20070113841 A KR 20070113841A KR 20090047802 A KR20090047802 A KR 20090047802A
- Authority
- KR
- South Korea
- Prior art keywords
- water
- nonwoven fabric
- vegetation
- supply
- moisture
- Prior art date
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Classifications
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G24/00—Growth substrates; Culture media; Apparatus or methods therefor
- A01G24/40—Growth substrates; Culture media; Apparatus or methods therefor characterised by their structure
- A01G24/44—Growth substrates; Culture media; Apparatus or methods therefor characterised by their structure in block, mat or sheet form
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention in recent years to maintain a natural appearance on the lake in the state that is to create a vegetation on the embankment (100) in which the lake block is formed in the high-quality soil to plant aquatic and wet plants in the lower portion and the slope It is laminated to a certain thickness (within T30cm), and the nonwoven fabric for water supply is laminated and applied in two or three layers on the top of the laminated loam layer. It is to provide a concrete revetment block slope greening method that induces greening on the slope and forms a water channel on the top of the slope so that water can always be supplied to the soil layer by the siphon method.
Vegetation, greening, waterways, dikes. Good quality earth and sand.
Description
The present invention relates to the greening method of the slopes of concrete revetment block, and more particularly to planting wet plants strong against moisture in river banks, in particular to prevent the asphyxiation of vegetation plants planted in river banks due to long flooding due to flooding in summer. In the dry season, the pump, which is a water supply device, can supply water (water) from the pump to supply water to the entire bank of the bank, and the water supplied from the water channel. The present invention relates to a water reservoir greening method in which a nonwoven fabric for water supply is installed on a levee to supply water, so that water can be supplied at all times in normal times.
In general, the river banks were planted with aquatic and wet plants to green the surroundings.
The aquatic and wet plants as described above are to be planted in a river bank that is supplied with sufficient water because it can grow only when water is supplied sufficiently.
However, as shown in FIG. 11, in the
As described above, when long-term inundation (c) occurs due to flooding during the summer, the plants planted on the
The present invention, in order to solve the above problems, in recent years in order to maintain the natural appearance in the lakes in the state to create a vegetation on the embankment (100) formed with a lake block is aquatic in the lower surface portion, the inclined portion and the upper surface portion Laminates high quality soil to a certain thickness to plant and wet plants, and supplies moisture to the upper surface of the laminated loam layer by applying water in two or three steps to create a vegetation base. At the same time, the vegetation mating vegetation mat is installed to induce greening within a short period of time, and to provide waterway to the slope of the concrete slope to form a waterway on the top surface of the slope to provide water.
In order to achieve the above object, the present invention forms a waterway to the water flow on the upper surface of the inclined portion of the embankment in which the bank block is formed, the slope is a first part of the high-quality earth and sand (about about) Stacking the primary loam layer in about 15 cm);
Applying a moisture supply nonwoven fabric to supply water onto the first-layered loam layer;
Forming a secondary loam layer by laminating high-quality earth and sand to a predetermined thickness (about 15 cm) on the upper surface of the water supply nonwoven fabric;
Secondly applying a moisture supply nonwoven fabric capable of supplying moisture onto the laminated secondary loam layer;
Forming a tertiary loam layer by laminating high-quality earth and sand with a predetermined thickness (about 5 to 10 cm) on the applied water supplying nonwoven fabric;
Inducing vegetation in a short period of time by installing a vegetation mating vegetation mat on the three layers of loam layers;
It is provided with a pump which can supply water to a waterway part of the river bank.
According to the concrete revetment block slope greening method of the present invention, it is possible to prevent the asphyxiation of vegetation planted in the river banks due to long flooding, especially in summer, and to supply water to the entire river banks during the dry season. The water supply from the water channel is applied by applying a pump, which is a water supply device, a water channel through which the water (water) supplied from the pump can be distributed, and a siphon method to supply water supplied from the water channel to the entire bank. Non-woven fabric for water supply can be installed to supply moisture to the vegetation planted in the dike at all times, so it is efficient and economical for plant growth and prevents soil leakage due to the combination of non-woven fabric and plant roots laminated inside. It is a permanent greening technique that can double the stability of the room.
In order to achieve the object of the present invention will be described in detail with reference to the accompanying drawings, preferred embodiments of the present invention.
FIG. 2 is a state diagram of a state of superimposing high quality earth and sand on a waterway, a lower surface, and an inclined surface at an upper portion of the inclined surface of the embankment according to the present invention, and is provided at the
The
The
3 is a state diagram in which the primary moisture supply nonwoven fabric is applied to the embankment according to the present invention, and the primary moisture supply nonwoven fabric (11-1) formed in the
An
The moisture supply
FIG. 4 is a state diagram in which a loam layer is applied by overlapping, and the
On the upper surface of the superimposed
As described above, the secondary moisture supply
The embankment constructed as described above forms a
7 to 9 are vegetation
The vegetation mat 20 vegetated as described above is fixed with an
The
In addition, in the channel 11-1 formed on the
As described above, the
As the water is continuously supplied to the
Therefore, the moist can be always supplied to the
Although specific embodiments of the present invention have been described above, this is for the purpose of description only and is not intended to limit the scope of the invention. Various modifications and changes may be made without departing from the spirit of the present invention. It will be apparent to those skilled in the art to which the present invention pertains.
According to the present invention, the present invention forms a water channel to allow water to flow on the upper surface of the inclined portion of the embankment in which the lake block is formed, and the slope of the loam layer has a predetermined thickness (approximately 15 cm) so that the wet plants can be vegetated. The step of laminating, and the step of applying a moisture supply nonwoven fabric to supply the moisture on the first layered loam layer, and another loam layer on the upper surface of the water supply nonwoven fabric to a predetermined thickness (about 15 cm) And a step of secondly applying a moisture supplying nonwoven fabric capable of supplying moisture to the laminated loam layer, and stacking live soil with a predetermined thickness (about 5 to 10 cm) on the applied water supplying nonwoven fabric. And forming a vegetation base on the three-layered loam layer and installing a vegetation mat, and having a pump on the upper surface of the inclined portion to supply water to a water channel formed in the upper surface portion. Be angry and will to buy protection and recording the fastest time.
1 is a state diagram of a conventional embankment applied to the present invention.
Figure 2 is a state diagram of a state in which the primary soil layer is formed by superimposing high-quality earth and sand on the waterway and the lower surface and the inclined surface in the upper portion of the bank inclined surface according to the present invention.
3 is a state diagram in which the primary moisture supply nonwoven fabric is applied to the embankment according to the present invention.
Figure 4 is a state diagram forming a secondary soil layer on the lower surface and the slope of the embankment according to the present invention.
5 is a state in which the secondary moisture supply nonwoven fabric is applied to the embankment according to the present invention.
Figure 6 is a state diagram formed a tertiary loam layer on the embankment according to the present invention.
7 is a state diagram in which the vegetation maturing vegetation mat is installed to form a vegetation base on the upper surface of the tertiary loam layer formed on the embankment according to the present invention.
8 is a state diagram in a state where the vegetation mat is installed in the waterway formed on the upper side of the bank inclined surface according to the present invention.
Figure 9 is an exemplary view showing a bank according to the present invention from the front.
Figure 10 is a perspective view of the installation of the embankment of the present invention.
11 is an installation state diagram of a conventional embankment.
Explanation of symbols for the main parts of the drawings
10 ... 1 carcass layer. 11 ... waterway
11-1 ... 12 pumps in the channel
14 ... 1st
16 ... 2
18 ...
20
22 ...
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020070113841A KR20090047802A (en) | 2007-11-08 | 2007-11-08 | Afforestation method for a slanting surface of concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020070113841A KR20090047802A (en) | 2007-11-08 | 2007-11-08 | Afforestation method for a slanting surface of concrete |
Publications (1)
Publication Number | Publication Date |
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KR20090047802A true KR20090047802A (en) | 2009-05-13 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020070113841A KR20090047802A (en) | 2007-11-08 | 2007-11-08 | Afforestation method for a slanting surface of concrete |
Country Status (1)
Country | Link |
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KR (1) | KR20090047802A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101049597B1 (en) * | 2010-12-31 | 2011-07-14 | 박재희 | Apparatus and method for planting on shore protection by vegetation-mat |
CN102635090A (en) * | 2012-04-28 | 2012-08-15 | 上海市水利工程设计研究院 | Surface protection structure suitable for soil base underwater foundation bed with ultrahigh flow rate |
CN102839633A (en) * | 2012-09-24 | 2012-12-26 | 金丹越 | Slope-type ecological embankment |
CN115045309A (en) * | 2022-07-16 | 2022-09-13 | 中煤东方市政建设集团有限公司 | Ecological cofferdam suitable for wetland ecological restoration |
-
2007
- 2007-11-08 KR KR1020070113841A patent/KR20090047802A/en not_active Application Discontinuation
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101049597B1 (en) * | 2010-12-31 | 2011-07-14 | 박재희 | Apparatus and method for planting on shore protection by vegetation-mat |
CN102635090A (en) * | 2012-04-28 | 2012-08-15 | 上海市水利工程设计研究院 | Surface protection structure suitable for soil base underwater foundation bed with ultrahigh flow rate |
CN102839633A (en) * | 2012-09-24 | 2012-12-26 | 金丹越 | Slope-type ecological embankment |
CN115045309A (en) * | 2022-07-16 | 2022-09-13 | 中煤东方市政建设集团有限公司 | Ecological cofferdam suitable for wetland ecological restoration |
CN115045309B (en) * | 2022-07-16 | 2024-03-26 | 中煤东方生态建设集团有限公司 | Ecological cofferdam suitable for wetland ecological restoration |
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