KR100671528B1 - Artificial green tract of land structure - Google Patents

Abstract

The present invention is to improve the quality of leisure for citizens by creating a resting space through planting in the coriander site, to provide a structure that solves the problem of limiting the planting inside the river so as not to disturb the flow of the flow rate during the current flood. The purpose is.

The structure proposed in the present invention can be used as a resting and exercise space for the citizens during the non-Flood season, and the structure is designed so that the structure rises by buoyancy so as not to disturb the flow of the flow rate.

Artificial greenery structure according to the present invention for achieving the above object is a coriander site artificially formed on the side of the river; A vegetation space which is formed to be spaced apart from the front, rear, left and right of the cilantro ground, and is made of a hexahedral structure as a whole, and in which various trees are planted at a constant depth at the top; A water passage space formed in multiple layers with the vegetation space and a predetermined layer height; A structure comprising a convenience facility space formed with the water passage space and a predetermined floor height; In order to raise the structure is composed of a channel for supplying water from the stream adjacent to the cilantro site to the inside of the cilantro site, the water flows through the channel in the flood of the river, the structure is lifted by the buoyancy of the water introduced The water flows through the water supply space of the elevated structure.

Artificial greenery structure, vegetation space, water passage space, facility space, cilantro site

Description

Artificial green tract of land structure

1 is a schematic diagram showing a normal state of the artificial green space structure according to the present invention,

2 is a schematic diagram showing a state of use during flooding of the artificial green space structure according to the present invention,

3 is a plan view showing an artificial green space structure according to the present invention;

4 is a cross-sectional view taken along the line A-A of FIG.

5 is a cross-sectional view taken along the line B-B of FIG.

6 is a front view showing a lower portion of the artificial green space structure according to the present invention,

7 is an enlarged detailed view of a portion “A” of FIG. 6;

8 is a front view showing a side hydraulic shock absorber of the artificial green space structure according to the present invention,

9 is a plan view showing a side hydraulic shock absorber of the artificial green space structure according to the present invention;

10 is a front view showing a stopper of an artificial green space structure according to the present invention;

11 is a schematic diagram showing a state in which water is passed to the water supply space of the artificial green space structure according to the present invention;

12 is an enlarged detailed view of a portion “B” of FIG. 11;

Figure 13 is an illustration showing a foreign material removal apparatus of the artificial green space structure according to the present invention.

Explanation of symbols on the main parts of the drawing

100: Coriander Site 110: Side

120: shear key 122: concave groove

130: guide rail 140: bottom surface

150: bottom surface spraying device 160: support pillar

170: collection well 180: ground surface

200: structure 210: vegetation space

220: water passage space 222: floor surface

224: pillar 230: facility space

240: side 250: shear key

252: protrusion 260: structure side buffer

262: shock absorber 264: bellows

266: Mandrel 270: Bottom

280: structure bottom buffer 300: Yeosu channel

400: water supply space injector 410: storage space

420: injector 430: cover plate

440: bellows 500: debris removal device

510: belt conveyor 520: lift

R: River S: Space

The present invention relates to an artificial green space structure, in particular to install a certain scale floating structure on the coarse ground of the river, and to create a resting space including the planting of artificial ground on top of the structure, citizens comfortably regardless of the summer flood It is to allow leisure activities.

In general, rivers that pass through large cities such as the Han River usually have a small flow rate from the upstream, so a large area of water is formed between the bank's dike and the central channel of the river.

As the demand for leisure activity space increases with the increase of citizens' incomes, the rivers and rivers in large cities are gradually being created as a resting place for citizens, and the use of resting spaces in civic lands is also increasing relatively.

However, despite the growing demand for river coriander, there is a lack of sufficient rest, convenience facilities, and planting space for trees.

This is because the river law restricts the height of facilities and plants that hinder the flow of water during flooding.

In other words, the facilities and trees should be introduced only plan and linear facilities suitable for the characteristics of the high water site in accordance with the river law.In particular, only some of the sports facilities and convenience facilities such as trees, soccer, basketball, etc., which are vertical facilities, are installed by mobile There is a situation.

Accordingly, the present invention has been made to solve the problems described above, and to improve the quality of leisure of citizens by creating a resting space through planting on the coriander site, do not interfere with the flow of flow rate during the current flood The purpose is to provide a structure that solves the problem of limiting the planting inside the river.

The structure proposed in the present invention can be used as a resting and exercise space for the citizens during the non-Flood season, using the principle that a large ship can safely operate the sea by buoyancy, during the flood period the structure rises by the buoyancy flow rate It is designed not to disturb the flow of.

Artificial greenery structure according to the present invention for achieving the above object is a coriander site artificially formed on the side of the river; A vegetation space which is formed to be spaced apart from the front, rear, left and right of the cilantro ground, and is made of a hexahedral structure as a whole, and in which various trees are planted at a constant depth at the top; A water passage space formed in multiple layers with the vegetation space and a predetermined layer height; A structure comprising a convenience facility space formed with the water passage space and a predetermined floor height; It is composed of a runway that supplies water from the stream adjacent to the coriander site to the inside of the coriander site in order to ascend the structure, and water flows through the runway during the flooding of the river, and the structure rises due to the buoyancy of the introduced water. It is characterized in that the flowing water is drained through the water supply space of the raised structure.

Hereinafter, with reference to the accompanying drawings, the present invention will be described in detail.

1 is a schematic diagram showing a normal state of the artificial green space structure according to the present invention, Figure 2 is a schematic diagram showing a state of use during the flooding of the artificial green structure according to the present invention, Figure 3 is an artificial green structure according to the present invention 4 is a cross-sectional view taken along line AA of FIG. 3, FIG. 5 is a cross-sectional view taken along line BB of FIG. 3, FIG. 6 is a front view showing a lower portion of the artificial green space structure according to the present invention, and FIG. 8 is a front view illustrating a side hydraulic shock absorber of the artificial green space structure according to the present invention, and FIG. 9 is a side hydraulic shock absorber of the artificial green space structure according to the present invention. 10 is a front view illustrating a stopper of an artificial green space structure according to the present invention, and FIG. 11 is a schematic view illustrating a state in which water is passed through a water passage space of the artificial green structure according to the present invention. The road 11 is an enlarged detail view of part “B”, and FIG. 13 is an exemplary view showing a foreign material removing apparatus of an artificial green space structure according to the present invention.

As shown in these figures, coriander site 100 artificially formed on the side of the river (R) according to the present invention; A vegetation space 210 formed to be spaced apart from the front, rear, left, and right sides of the coriander ground 100 by a structure having a hexahedral shape as a whole, and having various trees vegetated at a constant depth at the top; A water passage space 220 formed in multiple layers with the vegetation space 210 and a predetermined layer height; A structure (200) comprising a convenience facility space (230) formed with the water passage space (220) and a predetermined floor height; In order to raise the structure 200 is characterized in that it consists of a channel 300 for supplying water from the stream (R) adjacent to the coriander site 100 to the inside of the coriander site (100).

That is, the artificial green space structure according to the present invention is largely organically coupled with the coarse ground 100, the structure 200 and the Yeosu channel 300, water flows through the Yeosu channel 300 during the flooding of the river (R) The structure 200 is raised by the buoyancy of the introduced water, and the water is discharged through the water passage space 220 of the elevated structure 200.
In addition, the present invention is applied by applying the principle that the huge tanker and container ship can safely operate the sea by buoyancy.

Here, the cilantro site 100 has a plurality of protruding in the form of a block on the side surface 110, the shear key 120 is provided with a concave groove 122; A guide rail 130 fixedly installed to guide the position of the structure 200 when the structure 200 is moved up and down in an adjacent portion of the shear key 120; It is fixed to the bottom surface 140 of the coriander site 100, the injection device 150 for injecting air or water; A plurality of protruding upwardly formed on the bottom surface 140 of the cilantro site 100 is composed of a support pillar 160 for supporting the structure 200.

That is, the cilantro site 100 has a structure in which a shear key 120 and a guide rail 130 are fixedly installed at a side surface 110, and an injection device 150 and a support pillar 160 are installed at a bottom surface 140. .

Here, the shear key 120 is protrudingly installed on the side surface 240 of the structure 200, and when the structure 200 rises due to buoyancy during flooding, the shear key 120 as a part to limit the rising position of the structure 200, When the 200 is raised by buoyancy, the shear key 250 having the protrusion 252 protruding from the side surface 240 of the structure 200 is a concave groove of the shear key 120 of the citron site 100. 122), so that the bottom surface 222 of the water supply space 220 having a water supply function corresponding to the center of the structure 200 and the ground surface 180 of the coriander site 100 are exactly aligned horizontally. To do this.

In addition, the guide rail 130 is formed as a substantially c-shaped channel is fixedly attached to the side 110 of the cilantro site 100, when the structure 200 rises due to buoyancy during flooding, the structure 200 rises The left and right micro-vibration generated during the guide rail 130 is absorbed by the member 200 to guide the structure 200 to rise to the correct lift position while maintaining a state in which there is no shaking.

And the injector 150 is installed to remove the deposits remaining on the bottom surface 140 of the coarse ground 100, and when the structure 200 is lowered according to the water level lowered to the normal position safely It is a device for completely removing the residual sediment and the like on the bottom surface 140 by spraying water or air from the injector 150 to land.

In addition, the support pillar 160 is formed to protrude on the bottom surface 140 of the coriander site 100, the support pillar 160 is the bottom surface of the structure 200 when the structure 200 is lowered according to the water level decrease ( 270 and the bottom surface 140 of the coriander site 100 is installed to relieve and absorb the impact generated.

And the coarse ground 100 is a constant gradient (1/100) is formed on the bottom surface 140, the side surface 110 and the bottom surface 140 in the corner portion in contact with the collection well 170 is installed, The gradient formed on the bottom surface 140 is to allow the water accumulated in the bottom surface 140 of the coriander site 100 to flow smoothly, and the water flowing along the gradient is installed at the corner of the bottom surface 150. The water is collected in the crystal 170, the water collected in the sump 170 is forced to drain using a pump.

This is the bottom surface 140 is polluted by the water introduced during the flood flows the sewage cleaned by the injection device 150 along the gradient and forced draining to the pump in the sump well 170 to clean the bottom 140 To maintain it.

On the other hand, the structure 200 is supported by the side 110 of the coriander site 100 is made up and down, the structure to be fitted into the concave groove 122 of the shear key 120 of the coriander site 100 A shear key 250 protruding from the side surface 240 of the 200 and provided with a protrusion 252; A shock absorber 262 fixed to the side surface 240 of the structure 200 and a bellows 264 that expands and contracts at the same time as the outer wrap of the shock absorber 262 are fixed to one side of the shock absorber 262. A structure side shock absorber 260 formed of a mandrel 266 which is installed and moved along the guide rail 130; The bottom surface 270 of the structure 200 is a plurality of fixed structure at regular intervals and at the same time is composed of the structure bottom buffer 280 to absorb the shock.

That is, the structure 200 excavates a predetermined area of the coriander site 100, and constructs a new structure having a hexahedron shape on the excavation site as a whole, wherein the structure 200 includes a vegetation space 210; Passing space 220; The convenience facility space 230 is largely divided according to its function and use.

Here, the artificial space is formed in the upper space of the structure 200 through tree plantings such as trees, shrubs, and herbaceous plants, so as not only to be used as a resting space for providing the shade by trees to the citizens, but also the urban aesthetics of the river space. It can also be expected to improve the effect of the river basin 100 is expected to be more environmentally friendly.

In particular, rivers flowing along large cities form a central space of the city, which is convenient for citizens to access, and can also serve as a central element that makes the city rich and beautiful.

In addition, due to the rapid development in urban space, various natural factors including green areas are being damaged, and artificial forests using riverside coarse land, which are relatively less used, have a positive effect in terms of efficient use of land. would.

On the other hand, the convenience facility space 230, such as shopping malls such as department stores, convenience stores, discount stores, such as table tennis, inline skating, sports facilities such as ice rink and facilities such as theaters, stages and offices for general work, etc. It is used as a place for living, leisure and hobbies.

In addition, the water supply space 220 is to eliminate the installation of the column 224, if possible so that the water flows smoothly through the water supply space 220 during the flood, and in addition to the usual use of the upper park and lower convenience facilities This is to use it as a parking space for citizens.

And the receiving space 220 and the receiving space 410 formed in a predetermined depth and width from the bottom surface 222; An injector 420 located in the space 410 for injecting water or air; A cover plate 430 covering an outer surface of the injector 420; It is composed of a water passage space injection device 400 consisting of a bellows 440 is fixedly installed between one side and the bottom surface 222 of the cover plate 430.

That is, after forming a separate storage space 410 on the bottom surface 222 used as an underground parking lot for citizens in the water supply space 220, the injection device 420 is built in the storage space 410. In the event of flooding, the sprayer 420 is automatically removed from the storage space 410 of the bottom surface 222 to prevent sediment that may occur due to the flow rate drop due to the pillar 224 of the structure 200. 222 is to easily remove the deposits attached to the bottom surface 222 or the pillar 224 of the water passage space 220 by spraying water or air.

In addition, the water conveying space 220 and the belt conveyor 510 is fixedly installed up and down on the column 224 of the side 222; The foreign material removing apparatus 500 including a lift 520 that is lifted and lowered along the belt conveyor 510 is installed.

That is, the debris removing device 500 smoothly removes water or wood, styrofoam, and other relatively large foreign matters floated upstream by flooding by lifting and lowering the lift 520 along the belt conveyor 510. This is to make the flow smooth.

Hereinafter, the operation of the artificial green space structure according to the present invention having the configuration as described above.

After comprehensively determining the weather forecast of the Korea Meteorological Agency and the actual precipitation upstream of the Han River, the rise of the structure 200 is considered.

Once the injury plan of the structure 200 is planned, after opening the passageway of the channel 300 connected to the river R, the flood of the river R flows through the channel 300, the flood is Yeosu It is introduced through the furnace (300).

At this time, a constant separation space (S) is formed between the coriander site (100) and the structure (200), and the water introduced through the yeast channel (300) flows into the separation space (S), and the introduced water is coriander. It gradually fills the basement floor of the site 100.

If the flood is continuously introduced through the separation space (S), as the water level of the bottom surface 140 of the coriander site 100 gradually rises, the structure 200 located on the bottom surface 140 of the coriander site 100. ) Is subjected to a force, ie buoyancy, acting on the structure 200 from the flood.

When the buoyancy force is enough to move the structure 200, then the structure 200 is gradually raised.

That is, since the rise of the structure 200 is not caused to uniformly push up the bottom of the structure 200 at the same pressure, but is injured by the flood flowing through the separation space S, the flood flows because the flow rate is high. Water introduced through the separation space (S) is turned while falling to the bottom surface of the coriander site (100).

Since the direction of rotation of the water is determined by the centrifugal force as described above, when the structure 200 floats due to the centrifugal force of the flood, the structure 200 causes fine vibration to the left and right.

Such micro vibrations have a profound effect on the respective spaces 210, 220, 230 of the structure 200.

Therefore, it is the greatest issue of the present invention to float the structure 200 while minimizing the micro-vibration caused by the flood.

Minimizing such micro-vibration is in the present invention the guide rail 130 fixed to the side 110 of the coriander site 100 and the structure side shock absorber 260 fixed to the side 240 of the structure 200 To minimize it.

That is, the mandrel 266 of the structure side shock absorber 260 positioned on the side surface 240 of the structure 200 is connected to the mandrel 266 in the guide rail 130 of the cilantro site 100. To absorb the vibration in the shock absorber (262), the outer surface of the shock absorber 262 is covered with a bellows 264, the amplitude of the left and right vibrations generated in the structure 200 by the expansion and contraction of the bellows (264) And absorbs kinetic energy using a spring, rubber, pneumatic pressure, hydraulic pressure, etc. mounted in the shock of the flood applied to the structure 200 in the shock absorber 262.

Accordingly, the mandrel 266 of the structure 200 rises on the guide rail 130 of the cilantro site 100 to the impact of the flood applied to the structure 200 at the bellows 264 and the shock absorber 262. While absorbing the vibration according to the structure 200 is floating while maintaining a horizontal state in a stable state.

Through a series of processes as described above, a certain portion of the structure 200 is injured, and the height of the injury is the ground surface 180 of the coriander site 100 and the bottom surface 222 of the water passage space 220 of the structure 200. It rises up to a parallel line.

At this time, since the structure 200 may suddenly rise due to the buoyancy of the flood flowing through the separation space (S), it is necessary to limit the floating position of the structure 200.

Here, the limitation of the floating position of the structure 200 is a shear key 250 protruding on the side of the structure 200 in the concave groove 122 of the shear key 120 protruding from the side surface 110 of the cilantro site 100. When the protrusion 252 is correctly fitted, the shear key 120 of the cilantro site 100 and the shear key 250 of the structure 200 are engaged with the buoyancy state under the structure 200 at the same time. As a result, the structure 200 can be prevented from being floated above the desired position.

As such, the shear key 120 of the coriander site 100 and the shear key 250 of the structure 200 are interlocked to block the injury of the structure 200. The ground surface 180 and the water passage space of the coriander site 100 are provided. The bottom surface 222 of the 220 is in a state forming a constant parallel line, in which the flooding flooded on the coarse ground 100 is made to drain smoothly through the water passage space 220 of the structure 200 Through this series of processes, the floods flooded into the coriander site 100 are completely drained.

At this time, since the foreign matters, trees or styrofoam to prevent the flood flow due to the flood, the foreign material removal device 500 installed in the pillar 224 of the water passage space 220 is operated to lift along the belt conveyor 510 ( As the 520 moves up and down, it removes foreign substances, trees, and styrofoam while smoothing the flow of the flood.

When the flood is completely drained to the river R through the water passage space 220, the bottom surface 222 or the pillar 224 of the water passage space 220 should be cleaned cleanly, in this case the water passage space 220 Automatically open the injection device 420 installed in the storage space 410 of the bottom surface 222 to remove various foreign matters by the injection force of the injection device 420.

As such, when the flood flows through the water passage space 220 of the structure 200, the structure 200 is lowered to the basement floor 140 of the coarse ground 100 again.

First, the structure 200 is lowered while keeping the bottom 270 of the structure 200 on the same plane so that an eccentric load is not generated in the structure 200 while gradually removing the water through the water collecting well 170. .

The lowering of the structure 200 is made in the reverse order ascending, when the structure 200 is lowered, the ground surface 180 of the coriander site 100 and the bottom surface 222 of the water passage space 220 of the structure 200. Are displaced from each other while the concave grooves 122 and the protrusions 252 of the shear keys 120 and 250 engaged with each other between the cilantro site 100 and the structure 200 are released due to the lowering of the structure 200.

By separating the shear keys 120 and 250 between the cilantro site 100 and the structure 200, the structure 200 may freely descend to the bottom surface 140 of the cilantro site 100.

At this time, the structure 200, the structure 200 can be shaken by the impact applied to the structure 200 when descending as in the case of the rise, when riding the structure of the guide rail 130 of the cilantro site 100 ( As the structure 200 is raised while the mandrel 266 of the 200 is moved, the structure 200 is lowered in the same manner during the lowering.

Even when the structure 200 falls, the structure 200 descends while a certain amount of water is drained to the outside through the sump 170.

Subsequently, when the structure 200 is lowered, the bottom surface 270 of the structure 200 and the support pillar 160 formed on the bottom surface 140 of the coriander site 100 are in contact with each other. After operating the injector 150 installed in the corner portion of the bottom surface 140 of the ground 100 to clean the foreign substances, etc. introduced into the bottom surface 140, and then the bottom surface 140 along a predetermined gradient After sending the water to collect in the sump (170) to force drain to the drain pump.

Subsequently, the bottom surface 270 of the structure 200 is finally placed on the bottom surface 140 of the cilantro site 100. At this time, when the structure 200 is suddenly lowered, the bottom surface 270 of the structure 200 becomes Since there is a risk of breakage, to lower the structure 200 gradually.

At this time, the bottom surface 270 of the structure 200 is provided with a plurality of structure bottom buffer device 280 at regular intervals, by installing a support pillar 160 on the bottom surface 140 of the cilantro site 100, The bottom surface 270 of the structure 200 does not directly contact the bottom surface 140 of the cilantro site 100, and thus the vibration generated when the structure 200 falls is lowered to the structure bottom buffer 280 and the support pillar 160. Absorb from the structure to lower the structure 200 in a stable state.

If the structure 200 is continuously lowered while maintaining the state as described above, the bottom surface 270 of the structure 200 comes into contact with the bottom surface 140 of the coriander site 100.

Therefore, the artificial green space structure as described above functions as a park, a parking lot, and a convenient facility for citizens in normal times, and has an effect of smoothly draining the flooded flood during the flood.

As described above, the artificial green space structure according to the present invention constructs a structure consisting of a comfortable resting space, various convenience facilities and a parking lot through tree planting on the coriander site which is currently inadequately utilized, and thus the life of the citizens regardless of flooding. It not only improves the quality, but also promotes the efficient and efficient use of cilantro.

Claims (6)

Coriander site 100 formed artificially on the side of the river (R); A vegetation space 210 formed to be spaced apart from the front, rear, left, and right sides of the coriander ground 100 by a structure having a hexahedral shape as a whole, and having various trees vegetated at a constant depth at the top; A water passage space 220 formed in multiple layers with the vegetation space 210 and a predetermined layer height; A structure (200) comprising a convenience facility space (230) formed with the water passage space (220) and a predetermined floor height; In order to raise the structure 200 is composed of a waterway 300 for supplying water into the interior of the coriander site 100 from the river (R) adjacent to the coriander site 100, In the flooding of the river R, water flows in through the waterway 300, the structure 200 is raised by the buoyancy of the introduced water, and the flow of water flows through the water passage space 220 of the elevated structure 200. Artificial green space structure, characterized in that. The method of claim 1, The cilantro site 100 has a plurality of protrusions protrudingly formed on the side surface 110 in a block form, the recess key 122 having a concave groove 122; A guide rail 130 fixedly installed to guide the position of the structure 200 when the structure 200 is moved up and down in an adjacent portion of the shear key 120; It is fixed to the bottom surface 140, the injection device 150 for injecting air or water; Artificial greenery structure, characterized in that consisting of a support pillar 160 for supporting the structure 200 at the same time a plurality of protrusions are formed upward on the bottom surface 140. The method according to claim 1 or 2, The coarse ground 100 is formed so that the bottom surface 140 has a constant gradient (1/100), the artificial greenery structure, characterized in that the collecting well 170 is fixed to the corner of the bottom surface 150. The method of claim 1, The structure 200 is made up and down while being supported by the side 110 of the coriander site 100, A shear key 250 protruding from the side surface 240 of the structure 200 to fit into the concave groove 122 of the shear key 120 of the cilantro site 100 and having a protrusion 252; A shock absorber 262 fixed to the side surface 240 of the structure 200 and a bellows 264 that expands and contracts at the same time as the outer wrap of the shock absorber 262 are fixed to one side of the shock absorber 262. A structure side shock absorber 260 formed of a mandrel 266 which is installed and moved along the guide rail 130; The green space structure, characterized in that the plurality of the bottom surface 270 of the structure 200 is fixedly installed at regular intervals and at the same time consisting of a structure buffer absorber 280 to absorb the shock. The method of claim 1, The receiving space 220 has a receiving space 410 formed in a predetermined depth and width from the bottom surface 222; An injector 420 located in the space 410 for injecting water or air; A cover plate 430 covering an outer surface of the injector 420; Artificial greenery structure, characterized in that consisting of a water supply space injection device consisting of a bellows 440 is fixedly installed between one side and the bottom surface 222 of the cover plate 430. The method according to claim 1 or 5, A belt conveyor 510 fixedly installed up and down on the column 224 of the side surface 222 of the water passage space 220; Artificial green space structure, characterized in that consisting of a foreign material removal device 500 consisting of a lift (520) to be moved up and down along the belt conveyor (510).

Images