KR101716268B1 - Structure for greening - Google Patents

Abstract

The present invention can prevent drainage of surface water and drainage of gravels by using the arrangement of the proposed drainage ducts, the gravel-leaking prevention filter installed along the drainage channel, the gravel-preventing drainage net covered by the soil of the plant, The upper recording structure.

Description

Structure for greening

The present invention relates to an upper green structure, and more particularly, to an upper green structure which can prevent the outflow of soil from the landscaping part through the arrangement of the proposed drainage path and the installation of a low water intake filter, a soil- .

Recently, more and more people are trying to live in eco-friendly residential environment. This trend is in line with the national policy to reduce greenhouse gas emissions, and many buildings are adopting environmentally friendly architectural techniques and making the surrounding environment as close to nature as possible.

Landscaping is an architecture that reflects this trend, creating an environment for artificial landscaping where there is no soil and planting flowers, shrubs, grasses and vegetation.

Conventional greening facilities for meeting such demands are disclosed in Korean Patent Laid-Open No. 10-2011-0012135 ("Prefabricated structures for outdoor and rooftop landscaping ", 2011.02.09.). The rooftop greening facility has the effect of securing green areas, increasing the insulation effect, reducing energy consumption, saving the surface water, and reusing it as hygiene water and landscape water. In addition, the eco - friendly residential environment can provide the resident 's emotional stability. In the same context, there is a recording type soundproof tunnel which records the upper part of a soundproof tunnel to make a landscape part.

However, these existing recording structures have disadvantages in management. The typhoon is accompanied by a strong wind and rain, and in the rainy season when there is a lot of rain, it is easily lost due to wind and rain, which is costly maintenance, maintenance and repair. In addition, because of using excessively thick soil to store the water required for the growth of vegetation for greening, the load transferred to the lower structure increases, so that an additional structure is required to withstand the excessive load, thereby increasing the economic burden .

The reason for this disadvantage is that there is no additional equipment to prevent drainage and drainage. In the existing parallel drainage arrangement, the drainage is not smooth, and there is no additional device for preventing the drainage of the soil, so the soil located in the landscaping area is easily lost to wind and rain due to strong wind and rain.

Korean Patent Publication No. 2011-0012135, "Prefabricated structure for outdoor and rooftop landscaping ", 2011.02.09.

SUMMARY OF THE INVENTION The object of the present invention is to solve the above-mentioned problems, and it is an object of the present invention to provide a sewage disposal system and a sewage disposal system for sewage disposal, The present invention provides an upper greening structure in which planting material can be grown by preventing the surface water and the outflow of gravel caused by the wind by installing the apparatus, thereby increasing the economic efficiency and the life of the soil from the viewpoint of maintenance and repair.

(10), a fixed portion (11) provided on the bottom surface (10) in the form of a pile, a water receiving filter (12) installed after waterproofing the bottom surface (10) A plurality of drainage passages 13 connected to the low-pass filter 12 in a predetermined polygonal shape, and a bottom block surrounded by a closed curve formed by connecting the plurality of drainage passages 13, A soil block 15 installed at an upper part of the recording block space 20 and a soil cover 15 installed at an upper part of the soil 15 of the plant. And a vegetation mat (17) covering an upper part of the soil discharge preventing network (16).

The draining passage (13) is formed integrally with the earth / soil outflow preventing filter (14).

The drainage passage 13 includes a bottom surface and a pair of side walls formed in a vertical direction at both ends of the bottom surface, and a plurality of drainage holes are formed in the side walls and the bottom.

The recording block space 20 is a plurality of same or different polygons.

The dust-outflow preventing filter 14 is an inorganic porous filter having a density higher than that of the low-

The low-storage filter (12) includes a car-receiving filter (18).

The car-receiving filter (18) has a higher density than the soil-erasure-preventing filter (14).

The top recording structure of the present invention can prevent the gravels flowing into the drainage path by installing the gravel-leakage preventing filter on the outer side of the recording block space portion. By covering the topsoil with the gravel-leakage preventing netting and the vegetation mat, It is economical in terms of maintenance and repair because it prevents the outflow of the soil, and it has the effect of extending the life of the soil.

In addition, the upper recording structure of the present invention has an effect of facilitating the drainage of the surface water through a drainage passage of a polygonal structure provided around the recording block space portion.

1 is a sectional view of a top recording structure according to an embodiment of the present invention;
2 is an enlarged view of an upper recording structure according to an embodiment of the present invention;
FIG. 3 is an exploded perspective view of a drainage device provided in an upper recording structure according to an embodiment of the present invention; FIG.
FIG. 4 is a perspective view of a drainage apparatus provided in an upper recording structure according to an embodiment of the present invention. FIG.
FIG. 5 is a sectional view of a drainage channel provided in an upper recording structure according to an embodiment of the present invention; FIG.
6 is a sectional view of another embodiment of a drainage passage provided in the upper greening structure of the present invention.
7 is a perspective view of another embodiment of a drainage arrangement installed in the upper greening structure of the present invention.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. Prior to this, terms and words used in the present specification and claims should not be construed as limited to ordinary or dictionary terms, and the inventor should appropriately interpret the concepts of the terms appropriately The present invention should be construed in accordance with the meaning and concept consistent with the technical idea of the present invention.

Therefore, the embodiments described in the present specification and the configurations shown in the drawings are merely the most preferred embodiments of the present invention and are not intended to represent all of the technical ideas of the present invention. Therefore, various equivalents It should be understood that water and variations may be present.

FIG. 1 is a view briefly showing an upper recording structure installed on an upper part of a tunnel according to an embodiment of the present invention, and FIG. 2 is a partially enlarged view of FIG. 1 and 2, a top recording structure according to an embodiment of the present invention will be described in detail.

1 and 2, an upper recording structure according to an embodiment of the present invention includes a bottom surface 10, a fixing portion 11, a low-water receiving filter 12, a drainage passage 13, a soil- A plant soil 15, a soil release prevention network 16, a vegetation mat 17, and a car-receiving filter 18. The plant-

Also, as shown in FIG. 4, the upper recording structure according to an embodiment of the present invention includes a recording block space 20, which is a space divided according to the arrangement of drainage ducts.

The bottom surface 10 is waterproofed, and the waterproofing method may cover the waterproof sheet or use a waterproofing liquid. Also, the bottom surface 10 is inclined for draining as shown in FIG.

The fixing part 11 is provided on the upper surface of the bottom surface 10 which is waterproofed by the fixing bolts and is installed in the lower part of the lower water receiving filter 12, And the vegetation mat (17), and then a rectangular plate nut is inserted and fixed.

The low-storage filter 12 is laid on the top of the bottom surface 10 and is fixed to the fixing portion 11. The purpose of fixing the low-storage filter 12 is to prevent floating due to buoyancy caused by inflow water during rainfall. In the case where the embodiment is a soundproof tunnel, a deck plate having a concave portion and a convex portion is used as a bottom surface for soundproofing, and a separate low receiving filter having a concavo-convex shape is formed on the bottom surface. When the embodiment is a sound-absorbing tunnel, the bottom of the deck plate is filled with the bottom of the deck plate 12, and the bottom of the deck plate is filled with 1 ~ It should be installed at a thickness enough to cover 2cm.

The water drainage passages 13 are connected to each other in a predetermined polygonal shape on the low-water receiving filter 12. The above embodiment is connected to each other in a rectangular shape as shown in FIG. 3 and FIG.

The recording block space 20 is an upper space of the low-storage filter 12 in which the drainage passage 13 is connected in a predetermined polygonal shape. FIG. 4 illustrates an example in which the recording block space 20 is a rectangle. FIG. 7 shows another embodiment of the drain arrangement according to the present invention, wherein the recording block space 20 is hexagonal.

The existing drainage arrangement consisted of a central drainage line arranged in a line at the center of the floor and a plurality of lower drainage lines parallel to each other perpendicular to the central drainage line. The structure in which the central drainage channel and the lower drainage channel are connected at right angles can not easily flow into the drainage channel connecting the water flowing in the central drainage channel and the drainage is not smooth and the drainage is not smooth because there are not many portions adjacent to the drainage passage.

In contrast, when the arrangement of the drainage ducts connected to the central drainage channel is hexagonal, the angle connected to the drainage channel from the central drainage channel is larger than that of the conventional drainage channel, so that the water flowing along the central drainage channel easily flows into the hexagonal drainage, And the portion adjacent to the drainage passage is more than the existing parallel arrangement, so that the drainage is easy.

In addition, the arrangement of the polygon-shaped drainage including the hexagons prevents the soil from being swept by the surface water as the drainage capacity is larger than that of the existing drainage arrangement and the drainage capacity increases, Since it is arranged in such a way as to block the direction of the surface water flowing to the side, it is effective to prevent the leakage of the soil by merely arranging the drainage path forming the closed curved surface.

The recording block space 20 may be a plurality of different polygons.

As shown in FIGS. 3 and 4, the car-receiving filter 18 is installed at the end of the recording block space 20 (lower portion of the longitudinally inclined surface) in place of the low-storage-rate filter 12. If the car-receiving filter 18 is installed in the direction as shown in Figs. 3 and 4, the oblique directions in Figs. 3 and 4 are the rightward direction perpendicular to the car-receiving filter 18.

The car-receiving filter 18 uses an inorganic porous filter having a density higher than that of the soil-spill prevention filter 14. This prevents a phenomenon in which only the end portion of the recording block space 20 is stored so that each of the recording block space portions 20 can be individually stored.

The shape of the drainage passage 13 includes a bottom surface and a pair of side walls formed in the vertical direction at both ends of the bottom surface, and a plurality of drainage holes are formed in the side wall and the bottom. The drain can be fixed through the fixing portion 11 or welding. When the drainage passage 13 is fixed through the fixing portion 11, a fixing bolt may be inserted into the drainage hole formed in the bottom surface of the drainage passage 13, and then a rectangular plate-shaped nut may be inserted and fixed. The drainage hole opened on the bottom surface of the drainage path 13 supplies water to the low water absorption filter 12 located below the drainage path 13 during rainfall and flows into the drainage port through the drainage hole when exceeding the water storage amount, Drain the water. A drain hole formed in the sidewall of the drain canal 13 is for drainage of the water introduced into the soil 15 of the plant.

As shown in FIG. 4, the dust-outflow preventing filter 14 is attached to the outside of the sidewall of the drainage passage 13, and has a higher density than the low-storage-rate filter 12, Use a low-density inorganic filter. In this case, the high-density inorganic poof filter used as the soil-outflow preventing filter 14 means that the leachate penetrated into the plant soil 15 is drained through the soil-outflow preventing filter 14, Density inorganic can filter having a density not to flow into the drainage channel.

In the prior art, there is no water storage device for vegetation of vegetation, so the soil is laid to 100 ~ 150mm thick for vegetation and water storage of vegetation. On the other hand, according to the present invention, since the low water receiving filter 12, the water drainage path 13, and the soil erosion preventing filter 14 are provided, water is supplied to the plant soil A half of the plant soil 15 is laid out at a distance of 50 to 70 mm, so that the plant soil 15 is less used than the conventional method.

As shown in FIGS. 4 and 5, the dust-outflow preventing filter 14 may be attached to the outside of the side wall of the drainage passage 13, or the side wall of the drainage passage 13 may be integrated with the dust- have.

When the gravel-preventing filter 14 is attached to the outside of the sidewall of the drainage passage 13, the gravel-preventing filter 14 is attached higher than the sidewall of the drainage passage 13 as shown in FIG. This prevents the soil from flowing along with the number of surfaces flowing into the drain when a large amount of surface water flows.

When the soil-outflow preventing filter 14 is formed as a sidewall of the drainage passage 13, the drainage hole is drilled only on the bottom surface of the drainage passage to prevent the entrance of the gravel from the side surface. When the drainage passage (13) and the earth / sand leakage preventing filter (14) are integrated, the manufacturing process of the drainage passage (13) becomes simpler than the existing method and economical effect in production cost.

As shown in FIG. 2, the plant soil 15 is laid at a predetermined thickness of 50 to 70 mm on the upper portion of the low-storage filter 12, that is, above the recording block space 20, have. When the planting soil 15 includes seeds for vegetation, the greening block space 20 is laid with a certain thickness of 60 to 80 mm.

The soil discharge preventing network 16 and the vegetation mat 17 are sequentially covered on the plant soil 15 as shown in FIG. This is a device for additionally preventing the outflow of the gravel. The vegetation mat 17 may be omitted according to design.

The soil-release prevention network 16 should be a material capable of maintaining its function for a period of 1 to 2 years during which stable vegetation can be achieved. Typically, it may be a coconut fiber net, a straw straw, or the like.

The vegetation mat (17) may be a kind including seeds for vegetation. In the case of recording with the vegetation mat (17), the plant soil (15) uses a nitrogen mixed material.

The soil-outflow prevention network 16 and the vegetation mat 17 are fixed by inserting a square plate nut into a fixing bolt used for the fixing part 11. [

In this embodiment, since the upper part is a tunnel having an inclination, a pipe having a drain port should be installed at the bottom portion of the inclination ending drainage as shown in Fig. 1 for discharge of drainage water.

The above-described embodiment can be used as a passage for wild animals in the vicinity. This is advantageous for ecosystem conservation because it can maintain continuity with ecological environment near landscape tunnel.

The present invention is not limited to the above-described embodiment of the tunnel, but may be applied to various structures such as other buildings and artificial landscaping structures, and various modifications may be made without departing from the gist of the present invention. to be.

10: bottom surface
11:
12: Low-capacity filter
13: drainage
14: Sediment leak prevention filter
15: Plant soil
16: Soil spill prevention network
17: Vegetation mat
18: Car filter
20: recording block space part

Claims (7)

A sloping bottom surface 10 for draining;
A fixing part 11 provided on the bottom surface 10 in a pile shape;
A low-storage filter (12) which is provided on the bottom surface (10) after being waterproofed and in which water is stored;
A plurality of drainage passages 13 connected to the upper portion of the low-storage filter 12 in a predetermined polygonal shape;
A recording block space part 20 having a bottom surface defined by a closed curve formed by connecting a plurality of the drainage paths 13;
An anti-glare filter 14 disposed outside the recording block space 20;
Plant soil (15) laid on top of the recording block space (20);
An earth / soil release preventing network (16) installed on the plant soil (15); And
A vegetation mat (17) covering the upper part of the soil erosion prevention network (16);
, ≪ / RTI &
The drainage path 13 includes a pair of side walls formed in a vertical direction at both ends of the bottom surface and the bottom surface, and a plurality of drainage holes are formed in the side wall and the bottom,
When the water storage capacity of the low-storage filter 12 is insufficient at the time of rainfall, water is supplied to the low-storage filter 12 through the drainage hole. When the water storage capacity of the low-storage filter 12 is exceeded, Is drained.
The method according to claim 1,
Wherein the drainage passage (13) is formed integrally with the soil discharge preventing filter (14).
delete The method according to claim 1,
Wherein the recording block space (20) is a plurality of same or different polygons.
The method according to claim 1,
Wherein the soil-outflow preventing filter (14) is an inorganic wrap filter having a density higher than that of the low-water receiving filter (12).
The method according to claim 1,
Characterized in that the low-storage filter (12) comprises a car-receiving filter (18).
The method according to claim 6,
Wherein the car-receiving filter (18) is an inorganic porous filter having a density higher than that of the soil-discharge preventing filter (14).

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