KR200420547Y1 - Double floor type inducing waterproof system and green roof structure using the same - Google Patents

Abstract

Induction waterproof system of rooftop double bottom method and rooftop greening structure using the same according to the present invention is not a method of forcibly blocking the water to penetrate the rooftop slab floor by installing a double floor structure on the rooftop, but water rooftop Since it is configured to discharge it naturally to the drain hole, it can simplify the process of waterproofing facility construction and at the same time greatly reduce the construction cost. Especially, it prevents the occurrence of defects of the waterproofing layer at the source, thereby providing more efficient and economical roof waterproofing. It can be realized, and even if the rooftop greening facility is installed on the double floor structure, it has excellent waterproofing performance and has a perfect waterproof structure, and overall improvement of water storage, drainage, and fine grain filtration function can provide a better vegetation environment. After construction, double floor structure By using the internal space of the maintenance, it is possible not only to make semi-permanent maintenance, but also to increase the durability of the waterproof layer and to secure the optimum conditions for roofing greening.

Description

Double floor type inducing waterproof system and green roof structure using the same}

1 is a schematic plan view showing a double bottom induction waterproofing system according to an embodiment of the present invention.

FIG. 2 is a cross-sectional view taken along the line A-A of FIG. 1.

3 is a detail view of portion “B” of FIG. 2.

4 is a perspective view of an essential part of FIG. 3.

5 is a cross-sectional view illustrating a rooftop greening structure using a rooftop double bottom induction waterproofing system according to an exemplary embodiment of the present invention.

FIG. 6 is a cross-sectional view taken along line A-A of FIG. 1 showing a rooftop double bottom induction waterproofing system according to another embodiment of the present invention.

FIG. 7 is a detail view of portion “C” of FIG. 6.

8 is a perspective view of an essential part of FIG. 7.

<Explanation of symbols for the main parts of the drawings>

10: handrail 12: drain hole

15: waterproof layer 20: double floor structure

21: upper panel 22: flat portion

23: reservoir groove 24: drain

25 flange portion 25a extension portion

25b: coupling portion 25c: drain hole

26: rib 27: support assembly

28: vent insertion hole 30: support member

31: upper rod 32: coupling portion

33, 34: flow path support part 35: lower rod

36: base 37: height adjustment

40: drainage flow path 41: short-range drainage flow path

45: long distance drain flow path 50: joint member

55 screen member 60 side panel

70: planting 71: soil layer

72: vegetation layer

The present invention relates to the waterproofing and roofing greening system on the roof of a building, and in particular, to provide rooftop waterproofing by installing a double-floor structure using a top panel on the roof, and to realize rooftop greening on the top of the double-floor structure. The present invention relates to a rooftop induction waterproofing system using a rooftop and a rooftop greening structure using the same.

In general, the roof of the building is directly exposed to the outside, and the insulation and the waterproofing material are installed for the insulation and the waterproofing, respectively. In recent years, roof greening is also an important issue for improving urban ecosystem and urban environment.

First, the problem of waterproofing on the roof of a conventional building will be described.

As waterproofing method on the roof of the building, ① asphalt waterproofing method, ② sheet waterproofing method, ③ coating waterproofing method, ④ complex waterproofing method, etc. are widely used, and the types thereof are various as shown in Table 1 below.

As described above, the conventional roof waterproofing method is a method in which a sheet or a coating material is closely adhered to a rooftop floor. Thus, a conventional waterproofing method of forming a new layer on the rooftop floor to prevent water from penetrating into the rooftop floor is performed. Due to the cracking properties and the durability limitations of the waterproofing material itself, it is difficult to realize more effective waterproofing.

In other words, the rooftop close-up waterproofing method as described above, the waterproofing effect due to the aging phenomenon of the waterproofing layer is remarkably degraded over time, and when the waterproofing using the sheet, etc., the sheet will fall off (peel and drop) Particularly, water leakage occurs, and the roofing slab concrete exhibits a problem in that the waterproofing effect is remarkably reduced due to shrinkage expansion behavior due to vibration or temperature change, and various cracks.

TABLE 1

In addition, even if the waterproof construction to a certain degree by the waterproof method as described above, after about 3 to 4 years after the waterproof construction, the waterproof construction must be partially again, and the parts leaked by such repair work It is almost impossible to completely waterproof.

In addition, the conventional roof-floor close contact waterproofing method as described above generally requires the construction of a protective mortar and protective concrete to protect the waterproof layer, so that the air is extended and construction costs also increase.

In addition, the conventional roof-floor close contact waterproofing method as described above, due to the double or triple separated construction or the joint of the waterproofing layer and the thin coating film due to the cracks of the structure body and the protective layer is generated rupture and lifting phenomenon In addition, even when a leakage defect occurs, it is difficult to identify a leaking part due to protective mortar or protective concrete installed on the upper part to protect the waterproof layer.

Next, as for the rooftop greening, the rooftop greening is continuously recommended due to its various advantages in terms of environmental and economical aspects, and it is mandatory to have a rooftop greening facility for buildings of a certain size or larger.

Such rooftop greening provides benefits such as restoration of soil ecosystem, energy saving of heating and cooling, reduction of urban heat island phenomenon, prevention of urban flooding, air purification, water purification, noise reduction effect, improvement of urban landscape, and improvement of durability of buildings.

However, despite the advantages of roof greening, roof roofing may not be activated for a variety of reasons. Among them, defects in the waterproofing layer, high construction cost, and difficulty in maintenance may be the main reasons.

The durability of roofing greening is the most important effect of waterproofing layer and waterproofing layer, which is always moist in the greening space, and planting management such as fertilization and control is done so that it is not affected by microorganisms or chemicals. It is important to form a safe waterproof layer, and considering the characteristics of the planting plan, a barrier layer that protects the waterproof layer and the building from plant roots is an important problem.

If a fault occurs in the waterproofing layer, there is no other method than removing the soil layer and vegetation layer and re-waterproofing, and no matter how perfect the waterproofing method is, there are usually four to five years of durability. When the layers are sufficiently formed, the flowers and fruits of the landscape are in place and the beauty of the beauty is beautiful, the bottom of the waterproof layer will have a problem that must be removed and repaired a lot.

In addition, when a problem occurs in the rooting layer, the waterproofing layer is damaged by the roots of the plant, and cracks are generated on the rooftop floor, which seriously affects the rooftop waterproofing and the floor structure.

In addition, if a rooftop greening facility is used, a waterproofing material having excellent waterproofing performance must be used on the rooftop floor, and a rainproof layer must be formed of a material such as polyethylene foam sheet and polystyrene vinyl on the rooftop. This takes much trouble.

As a result, even if the rooftop greening or the rooftop greening is not realized as described above, the rooftop waterproofing is one of the significant construction elements in the building. As in the related art, the waterproofing layer is simply adhered to the rooftop floor and the rooftop floor is installed. As a method of preventing the water penetrating into the water, there is a limit in realizing a more perfect and efficient waterproofing, especially in the case of the installation of a rooftop greening facility, the problem occurs more.

The present invention has been devised to solve the above problems, by installing a double-floor structure on the roof to drain the water, not a method of forcibly and artificially preventing water caused by rainfall and snowfall falling to the rooftop slab floor as in the prior art. It is an object of the present invention to provide a rooftop double-floor induction waterproofing system that can realize a more efficient and economical rooftop waterproofing by fundamentally preventing defects in the waterproofing layer by naturally inducing and discharging toward the hall.

In addition, the present invention maintains excellent waterproofing performance even when a rooftop greening facility is installed, has a perfect waterproof structure, and improves water storage, drainage, and fine-grained filtration, thereby providing a better roofing environment. An object of the present invention is to provide a rooftop greening structure using a floor type induction waterproofing system.

In addition, the present invention not only makes the waterproofing of the rooftop, but also greatly reduces the construction cost of the roofing planting facility, and also enables semi-permanent maintenance by allowing the maintenance to be performed by using the internal space of the double floor structure after construction. Another object of the present invention is to provide an induction waterproof system of a rooftop double bottom method and a rooftop greening structure using the same, which can increase the durability of the waterproofing layer and secure an optimum condition for rooftop greening.

In addition, the present invention provides a rooftop double-floored induction waterproofing system and a rooftop greening structure using the same that can satisfy both waterproofing, thermal insulation, and roofing at the same time when the insulation is installed in the interior space of the double-floor structure. There is a purpose.

According to the present invention for realizing the above object, a rooftop double bottom type induction waterproof system, comprising: at least one top panel positioned at a predetermined height from a rooftop floor; A support member supporting the upper panel on a rooftop floor; And a drain flow channel located in a space between the upper panel and the rooftop to drain water falling from the upper panel out of the lower space of the upper panel.

Here, the plurality of upper panels is preferably arranged in a matrix structure having a predetermined gap between each panel and the panel.

The upper panel is preferably formed with at least one or more reservoir grooves on the upper surface thereof to have a reservoir function.

The edge portion of the upper panel is preferably formed with a relatively lower drain than the other portion to achieve a smooth drain.

Preferably, the top panel is provided with a flange portion that abuts against the top panel adjacent to the outer circumferential surface thereof.

The plurality of top panels are preferably interconnected through adjacent top panels and joint members. In this case, the joint member is formed in a muffled structure having an open lower portion.

The joint member is preferably configured to be coupled to the flange portion to interconnect adjacent top panels. In this case, it is preferable that the flange portion extends upwardly formed, and the lower portion of the extension portion protrudes to protrude to both sides so that the joint member is fitted and formed.

Preferably, the flange portion and the joint member are formed to have a plurality of drainage holes so that water is discharged between both upper panels.

It is preferable that a screen member is provided between the flange portion and the joint member which are in contact with each other to prevent the earth and sand from flowing out. At this time, the screen member is preferably used for landscaping and civil engineering nonwoven fabric.

The support member is preferably configured to be height adjustable.

The drain passage is preferably formed of an upper open type structure so as to receive and discharge water falling between the upper panels.

Such drainage passages are installed to intersect in the horizontal and vertical directions between the rectangular upper panels, and either one of the horizontal direction and the vertical direction is configured to have a long distance drainage function, and the other direction of the one side direction It is preferably configured to have a short range drainage function connected to the drain passage.

The support member is preferably provided with a flow path support so as to support the drain flow path.

It is preferred that side panels are provided around the periphery of the system to close the space between the top panel and the rooftop. At this time, it is preferable that a waterproof layer is applied to the outer roof top of the side panel.

Next, a rooftop greening structure using a rooftop double-floor induction waterproofing system according to the present invention for realizing the above-described problem, roofing in the upper space of the top panel in the rooftop double-floor induction waterproofing system as described above. It is characterized by the realization.

In addition, a rooftop greening structure using an induction waterproof system of a rooftop double-floor type according to the present invention for realizing the above object is located at a certain height from the rooftop floor to enable a plurality of top panels to realize rooftop greening thereon. and; It may be configured to include a support member for supporting each of the top panel on the rooftop floor.

Here, it is preferable that a vent pipe passing through the upper panel is installed between the lower space of the upper panel and the upper space of the upper panel.

Hereinafter, a preferred embodiment of the present invention with reference to the accompanying drawings as follows.

1 is a schematic plan view showing a rooftop double bottom induction waterproofing system according to an embodiment of the present invention, and shows a structure in which a double bottom induction waterproofing system is installed on a rooftop.

In general, the roof of the building is installed a railing 10 of a certain height, the height of the railing 10 should have a height that satisfies the legal standards, the double-floor structure 20 according to the present invention is the It is installed to be located inside by a certain distance from the wall.

In the double floor structure 20, a plurality of top panels 21 are arranged in a matrix structure at a position separated by a predetermined height from the rooftop floor, and the drain passage 40 is disposed in the lower space of the top panels 21. The roof is waterproofed while inducing water falling from the upper panel 21 to the outside of the double bottom structure 20.

Therefore, most of the spaces around the center of the roof of the building are roof-waterproof by the double-floor structure 20 using the top panels 21, and the part between the double-floor structure 20 and the handrail 10 is a rooftop. Waterproofing is achieved by the waterproof layer 15 applied to the bottom surface.

According to such a roof waterproof structure, the water discharged from the double bottom structure 20 is preferably configured to be waterproof to the outside through the drain hole 12 after falling to the rooftop floor surface coated with the waterproof layer inside the handrail 10. . In addition, the present invention is not limited thereto, and may be configured to discharge water using a drain pipe directly connected to the drain hole 12 in the double bottom structure 20.

In addition, in the present exemplary embodiment, the double floor structure 20 is illustrated to be installed only in a space away from the roof railing 10, but according to the height of the railing 10 and legal standards or implementation conditions, the roof floor 10 may be installed in the entire rooftop space. It is also possible to install and configure.

Referring to Figures 2 to 4 with respect to the rooftop double-floor induction waterproof system of the present invention as described above in detail as follows.

FIG. 2 is a cross-sectional view taken along the line A-A of FIG. 1, FIG. 3 is a detailed view of a portion “B” of FIG. 2, and FIG. 4 is a perspective view of an essential part of FIG. 3.

The dual-floor induction waterproofing system of the present invention basically supports a plurality of top panels 21 positioned at a predetermined height from the rooftop floor 11 and supports the top panel 21 on the rooftop floor 11. It is composed of a member 30 and a drain passage 40 located in the space between the top panel 21 and the rooftop 11 to drain the water falling from the top panel 21 out of the induction waterproofing system.

The upper panel 21, the support member 30, the drainage passage 40 and the like will be described in detail as follows.

First, the upper panel 21 has a plurality of panels are arranged in a matrix structure, and each panel and the panel has a minute gap so that water can be discharged. In this case, the gap formed between the panels may be a gap formed naturally in a structure in which the panels are opposed to each other, or may be formed by separating the panel and the panel by a predetermined interval depending on the implementation conditions. Preferably, it is preferable to use a naturally occurring gap by not inserting a separate seal member or the like in a structure in which the upper panel 21 is opposed to each other.

The upper panel 21 may be manufactured using a material such as polyethylene, plastic, steel, aluminum, etc., which is durable and has good durability, weather resistance, and UV resistance. It is enough to form a space. In this embodiment, a panel having a quadrangular planar structure is illustrated and described. At this time, it is preferable that the size is approximately 50 cm long and 50 cm long, or 90 cm long and 90 cm long, so as to have a rigid enough to support a predetermined load.

Referring to FIG. 3, the upper panel 21 has a flat portion 22 on the upper side and a drainage portion 24 formed at a periphery (four sides) of the periphery of the flat portion 22, and an outer circumference thereof. The flange portion 25 is formed on the surface, the rib 26 and the support assembly 27 for the rigid reinforcement is configured on the lower side.

The flat portion 22 may be formed to have the storage groove 23 in a plurality of groove-like structures or embossed shapes to have a water storage function to some extent. This water reservoir 23 can be usefully used to store a small amount of water when realizing roofing greening on the upper panel 21.

The drain portion 24 is formed to be relatively lower than the flat portion 22 so that water flowing down from the flat portion 22 may be accumulated. Here, the drain portion 24 is preferably formed about 1 cm lower than the flat portion 22.

The flange portion 25 is formed on the circumferential surface of the upper panel 21, which is an outer region of the drainage portion 24, and the outer surface is formed in a vertical planar structure so as to be assembled with the adjacent panels. The water is discharged to the lower space through the flange portion 25 and the flange portion 25 of the upper panel 21, the water accumulated in the drain portion 24 butted with each other.

In addition, both panels 21 are assembled and fixed to each other through the joint member 50 through the flange portion 25, which will be described in detail below.

The ribs 26 are preferably formed in a lattice structure that intersects with each other so as to give sufficient rigidity to the panel as a whole.

The support assembly 27 is preferably formed at four corners of the upper panel 21, and may be formed to have a bolt-nut structure so that the support member 30 can be assembled by screwing or the like. .

Next, the support member 30 is formed to have a long rod-like structure up and down to serve as a pillar near the four corners of the upper panel 21, so that the height can be adjusted while supporting the drain passage 40. It is composed.

The support member 30 is coupled to the upper panel 21 and at the same time having an upper rod 31 having a portion capable of supporting the drainage passage 40, and coupled to a lower portion of the upper rod 31. It consists of a lower rod 35 to be adjusted.

The upper rod 31 has a coupling portion 32 coupled to the support assembly portion 27 of the upper panel 21 by a screw fastening structure or the like at the upper end thereof, and the coupling portion 32 is assembled to the support rod. When the part 27 is formed in the female screw structure, the male screw is formed.

Wherein the coupling structure of the support member 30 and the upper panel 21 may be used in addition to the screw coupling method, the coupling method, the method of inserting through the fastening member such as screws or bolts in a mutually coupled state. It is possible.

The upper rod 31 has a flow path support part 33 projecting to support a short distance drain flow path 41 to be described later in the middle thereof, and a flow path support part 34 projecting to support the long distance drain flow path 45 at the bottom thereof. Are formed.

The lower rod 35 is preferably made of a material such as stainless steel so as to have a sufficient durability performance, the configuration is the support portion 36 in contact with the rooftop floor 11, and perpendicular to the support portion 36 Composed in the direction is composed of a height adjustment unit 37 is assembled in a screw coupling method on the lower side of the upper rod (31).

Here, the support portion 36 is preferably configured to be fixed to the roof bottom 11 is formed using a fastening member such as a screw or bolt to the roof bottom (11).

The height adjusting portion 37 is preferably formed of a male screw structure, wherein the upper rod 31 is formed of a female screw structure so that the height adjusting portion 37 can be fastened.

In addition, the height adjustment structure of the support member 30 is not limited to the height adjustment method by the screw coupling structure, it is also possible to insert or couple the pedestal having a certain height to the support portion 36, if necessary, The upper rod 31 and the lower rod 35 in a state fitted to each other is inserted into the height adjustment pins and the like in the overlapping portion is also possible to have a structure to fix the height. As such, the structure for adjusting the height of the support member 30 is not limited to the above-described method, and if the height control method of the known support structure is adjusted according to the implementation conditions, it can be used in various ways.

Next, the drain passage 40 is installed so that the upper panel 21 crosses in the X (horizontal) direction and the Y (vertical) direction at the lower portion where the upper panel 21 is opposed to each other. It is configured to guide and discharge to (12).

That is, under the condition that the upper panel 21 is installed in a matrix structure, one of the X and Y directions is configured to have a long distance drain passage 45, and the other direction is connected to the long distance drain passage 45. It is comprised so that the short-range drainage flow path 41 may become.

In this embodiment, referring to FIG. 1, the short-range drainage passage 41 is installed in the X direction, and the long-distance drainage passage 45 is installed in the Y direction. In this case, when the length of the upper panel 21 is 50 cm, the short distance drain passage 41 may be formed to have a length of about 45 cm.

The short-range and long-distance drainage flow passages 41 and 45 are located directly below the flange portion 25 where the upper panels 21 are in contact with each other. The upper and lower drainage flow passages 41 and 45 may receive and discharge water falling between the upper panels 21. It is preferred to be formed in an open structure.

Therefore, the water falling through the horizontal gap of the upper panel 21 is collected into the long distance drain passage 45 after falling into the short distance drain passage 41 and discharged, and the water falling through the vertical gap of the upper panels 21. Is immediately discharged into the long-distance drainage passage (45).

Such short-range and long-distance drainage flow passages 41 and 45 are fixed to the support member 30, and the short-range drainage flow passage 41 is formed at both sides of the upper flow passage support portion 33 of the support member 30. It is supported and installed, and the long-distance drainage flow path 45 is supported by both side parts in the lower flow path support part 34 which protrudes from the support member 30, and is installed. Here, the short-range drainage passage 41 and the long-distance drainage passage 45 may be fixed and installed by a plastic welding method when the upper rod 31 of the support member 30 is made of plastic.

At the end of the short-distance drain passage 41, a guide 42 for inducing water into the long-distance drain passage 45 extends downwardly, and the long-distance drain passage 45 has a side that will be described later. Installed to protrude to the outside of the panel 60 is configured to discharge water out of the double bottom structure 20 of the present invention.

On the other hand, the drain flow channel 40 shown in the drawing exemplifies a structure in which the short and long-distance drain flow paths 41 and 45 have a height, but depending on the implementation conditions, the height of the short-distance drain path and the long-distance drain flow path is the same. It is also possible to configure so that the water can be discharged.

Referring to FIGS. 3 and 4, the coupling structure of the upper panels 21 is as follows.

As described above, a flange portion 25 is formed on a circumferential surface of the upper panel 21, and the flange portion 25 is formed to extend upward by a predetermined length, and the extension portion 25a is formed like a plunger. The joint member 50 is coupled and configured to allow drainage while fixing both upper panels 21.

At this time, the extension portion 25a is formed with a coupling portion 25b protruding to both sides so that the joint member 50 is stably coupled, and is directly above the coupling portion 25b toward the inside of the joint member 50. A drainage hole 25c is formed so that the introduced water can be discharged between the flange portions 25 of both upper panels 21.

The joint member 50 is formed in a structure in which a lower portion thereof is opened so as to be fitted into the extension portion 25a of the flange portion 25 while being substantially rectangular in cross section. And it is preferable that the fitting portion 52 is formed to be fitted to the coupling portion of the flange portion 25, the hole 54 is formed in the upper or side so that moisture can be introduced or air is discharged.

In addition, when realizing a rooftop greening on the upper part of the upper panel 21, a screen member 55 is installed between the flange portion 25 of the upper panel 21 to prevent fine soil leakage and the function of rooting. The member 55 is fixedly installed at a position sandwiched between the extension portion 25a of the flange portion 25 and the joint member 50.

The screen member 55 may be used in various ways irrespective of its kind as long as it is a stream or net structure that prevents soil from leaking out and discharges water, and preferably uses a nonwoven fabric.

Therefore, in the double bottom structure 20 of the present invention, water such as rainwater falling on the top panel 21 flows naturally from the flat portion 22 to the drainage portion 24, and the water of the drainage portion 24 has a predetermined amount or more. If it is, the above-described drainage is introduced into the inside of the joint member 50 and then positioned downward through the gap between the flange portions 25 of both upper panels through the drain hole 25c of the flange portion 25. It falls into the flow path 40 and is then discharged out of the double bottom structure.

Meanwhile, the upper panel 21 arranged in a matrix structure as described above, the support member 30 supporting the same, the short and long distance drainage passages 41 and 45 for discharging water, and the upper panel 21 are coupled to each other. In the induction waterproof system composed of a joint member 50 or the like, as shown in FIG. 2, a side panel 60 is installed around the periphery to block a space between the upper panel 21 and the rooftop floor 11. .

The side panel 60 serves to prevent water from flowing into the lower space of the upper panel 21 from the outside, preferably from the outer surface of the side panel 60 and the rooftop 11. It is preferable to form the waterproof layer 15 by applying a urethane waterproofing material or an inorganic coating waterproofing material which is usually used as a waterproofing material such as a rooftop to the area leading to the handrail 10.

Therefore, in the rooftop induction waterproofing system of the present invention, the rooftop area of the double bottom structure 20 including the top panel 21 is bounded by the portion where the side panel 60 is installed, and water is discharged through short and long distance drainage channels 40. Waterproofing is made while draining, and the outer region of the side panel 60 is waterproofed by a known coating waterproof layer 15.

Rooftop induction waterproofing system of the present invention as described above is to create an internal space of about 15cm in height by the top panel 21 and the side panel 60. This interior space allows for easy inspection and simple and permanent maintenance. When the inspection is needed, after opening one upper panel 21, it can be directly and clearly checked while moving freely under the panel by using a remote control vehicle equipped with an endoscope or a small video camera. In addition, it is possible to quickly remove the underlying resources such as damage and blockage of the drain passage 40.

The interior space of the double-floor rooftop waterproofing makes maintenance easier and more convenient. In addition, when heat insulation is required in the inner space, it is also possible to configure by installing a heat insulating material.

5 is a schematic cross-sectional view showing a rooftop greening structure using a double bottom induction waterproofing system according to an embodiment of the present invention as described above.

In the greening facility 70 according to the present invention, the soil layer 71 which is easy to plant is installed in the upper space of the upper panel 21 located at a predetermined height from the rooftop floor 11, and the vegetation layer 72 is placed thereon. When the greening process is formed, rooftop greening can be realized.

At this time, it is preferable to install the vent pipe 75 between the inner space formed in the lower portion of the upper panel 21 and the outer space of the soil layer 71. That is, the exhaust pipe 75 is configured to discharge moisture or the like that may exist in the internal space of the upper panel 21.

The vent pipe 75 has a structure in which an upper end thereof is opened downward so that water does not flow from the outside, and the upper panel 21 has a vent pipe insertion hole 28 formed so that the vent pipe 75 is inserted into the vent pipe 75. In addition, the vent pipe insertion hole 28 may be sealed by using a sealing material or the like after the vent pipe 75 is inserted.

Therefore, when the roof greening is realized on the upper part of the upper panel 21 provided with the double-floor induction waterproofing system as described above, it has a great space from the rooftop while having excellent waterproofing function as in the above-described embodiment. According to the present invention, it is possible to secure a perfect rooting function, and at the same time, it is possible to simultaneously perform the functions of water storage, drainage, and fine-grain filtration required for the vegetation environment, thereby achieving stable roofing.

6 to 8 are views illustrating a rooftop double bottom type induction waterproofing system according to another embodiment of the present invention. FIG. 6 is a cross-sectional view taken along line AA of FIG. 1, and FIG. "Is a detail of the part, and FIG. 8 is a detail of the principal part of FIG. For reference, in describing the present embodiment, the same reference numerals are given to the same or similar components as those of the above-described embodiment, and detailed description thereof will be omitted in order to avoid redundant description.

As shown, the rooftop double bottom type induction waterproofing system according to another embodiment of the present invention basically has the same structure as the configuration of the above-described embodiment, and the coupling structure of the upper panels 21 and the insulation are largely added. Structure, the height-adjustable structure of the long-distance drainage flow path are different.

First, when the coupling structure of the upper panel 21 is described, the above-described embodiment is configured to be easily applied when the rooftop greening is realized together, but in another embodiment of the present invention, the rooftop greening is applied when the rooftop greening is not realized. As a structure configured to be able to, the upper panel 21 is configured to form a flat structure as a whole without a protruding portion.

This will be described below with reference to a different part from the above-described embodiment.

In the upper panel 21 of the present embodiment, a relatively low drain 24 'is formed at the edge of the flat portion 22, and a flange 25' is formed outside the drain 24 '. . In this case, it is preferable that the protruding height of the flange portion 25 'protrudes so as not to exceed the height of the flat portion 22, and the drainage portion 24' is formed smaller than the above-described embodiment so that the joint member 50 'is formed. ) Is sized enough to be inserted.

The joint member 50 ′ is coupled to the extension portion 25 a ′ of the flange portion 25 ′, and the coupled member 50 ′ may be configured in the same manner as in the above-described embodiment, and the upper surface is approximately the upper panel 21. It is desirable to form the same level as or slightly higher than the height of the flat portion 22 of the ().

In addition, when the joint member 50 'is formed to protrude more than the flat portion 22 of the upper panel 21, it is preferable to form a curved structure as shown in the figure so that people or other structures are not caught.

The joint member 50 'is formed with a plurality of holes to allow water or air to pass therethrough, and the screen member 55 such as a nonwoven fabric between the extension portion 25a' of the flange portion 25 '. Can be installed by inserting.

Of course, the configuration of the present embodiment having the coupling structure of the upper panel 21 as described above can realize rooftop greening. At this time, the storage groove 23 'formed in the upper panel 21 has a structure formed wider than the storage groove 23 of the above-described embodiment.

That is, although the reservoir 23 of the above-described embodiment is formed in an embossed groove structure, the reservoir 23 'in the present embodiment is formed into a relatively wide and deep groove to increase the storage amount. Such a reservoir 23 'is preferably formed to have a depth of about 5 ~ 10mm.

Next, referring to the structure in which the heat insulator 80 is added, it is preferable that the installation position of the heat insulator 80 is installed directly under the upper panel 21. At this time, the heat insulator 80 is formed with a hole 81 near the corner to be fitted to the support assembly 27 of the upper panel 21.

Such a heat insulating material 80 may be installed by being fixed to the upper panel 21 by adding a separate support structure or other fixing member, but preferably made in such a way that it is supported and fixed on the upper portion of the short-distance drain passage 41. Can be.

When the heat insulating material 80 is installed inside the double bottom structure 20, it may be performed by assisting not only the flow waterproofing function but also the heat insulating function of the rooftop slab.

Next, the height adjustable structure of the long-distance drainage passage 45 will be described. In the above-described embodiment, the long-distance drainage passage 45 supports the structure through the flow passage support part 34 protruding from the support member 30. Exemplary embodiments of the present invention illustrate a configuration configured to support the drainage passage 45 by using the support pins 34 'installed through the support member 30.

At this time, the upper bar 31 'of the support member 30 has pinholes formed at regular intervals in the vertical direction, so that the height of the long-distance drainage channel can be easily and easily adjusted when the support pin 34' is inserted at a desired position. Can be done.

On the other hand, in the above described only the height adjustment structure of the long-distance drainage passage 45, it is of course also possible to configure to adjust the height of the short-range drainage passage 41 in the same manner.

Since other configuration is the same as the configuration of the above-described embodiment, a description thereof will be omitted.

Roof-top double bottom induction waterproof system according to another embodiment of the present invention as described above is formed in a flat structure without a large portion of the upper surface is protruded to the external structure is damaged, such as problems such as people It does not cause it.

The rooftop double bottom type induction waterproofing system and rooftop greening structure using the same according to the present invention constituted and operated as described above are not a method of preventing water penetrating into the rooftop as in the prior art by installing a double bottom structure on the roof. In addition, since water is naturally drawn to the roof drain hole and discharged, the process of waterproofing facilities can be simplified and construction costs can be greatly reduced. There is an advantage that water can be realized.

In addition, the present invention maintains excellent waterproofing performance even when a rooftop greening facility is installed, and has a perfect root structure, and the water, drainage, and fine-grain soil filtration functions are improved as a whole to provide a better vegetation environment. .

In addition, the present invention not only makes the waterproofing of the rooftop, but also greatly reduces the construction cost of the roofing planting facility, and also enables semi-permanent maintenance by allowing the maintenance to be performed by using the internal space of the double floor structure after construction. The durability of the waterproof layer is increased, and there is an advantage of ensuring optimal conditions for roofing greening.

Claims (22)

At least one top panel located at a height above the rooftop; A support member supporting the upper panel on a rooftop floor; And a drain passage located in a space between the top panel and the roof slab bottom to drain water falling from the top panel out of the bottom space of the top panel. The method according to claim 1, The plurality of top panels are rooftop double bottom type induction waterproof system, characterized in that arranged in a matrix structure having a predetermined gap between each panel and the panel. The method according to claim 1, The upper panel has a rooftop double bottom type induction waterproof system, characterized in that at least one or more reservoir grooves formed on the top surface to have a water storage function. The method according to claim 1, The edge portion of the upper panel is a rooftop double-floor induction waterproof system, characterized in that the drain is formed relatively lower than the other portion to achieve a smooth drainage. The method according to claim 1, And wherein the top panel has a flange portion which is mutually opposed to a top panel adjacent to an outer circumferential surface thereof. The method according to claim 1, And the plurality of top panels are interconnected through adjacent top panels and joint members. The method according to claim 6, The joint member is a rooftop double-floor induction waterproof system, characterized in that formed in a muffled structure with an open bottom. The method according to claim 6 or 7, The plurality of top panels are formed with a flange portion that is mutually opposed to the top panel adjacent to the outer peripheral surface thereof, And said joint member is coupled to said flange portion and configured to interconnect adjacent top panels. The method according to claim 8, The flange portion is formed with an extension extending upwards, the roof bottom double induction waterproof system, characterized in that the lower portion is formed with protrusions protruding on both sides so that the joint member is fitted. The method according to claim 8, And the flange part and the joint member are formed to have a plurality of drainage holes to discharge water between both upper panels. The method according to claim 8, A rooftop double bottom type induction waterproof system, characterized in that the screen member is provided between the flange portion and the joint member to be in contact with each other. The method according to any one of claims 1 to 7, A rooftop double bottom type induction waterproof system, characterized in that the screen member is provided between the plurality of top panel and the top panel to prevent the earth and sand to flow out. The method according to any one of claims 1 to 7, Rooftop double-floor induction waterproof system, characterized in that the heat insulating material is installed on the lower part of the upper panel. The method according to claim 1, The support member is a rooftop double bottom type induction waterproof system, characterized in that configured to be adjustable in height. The method according to any one of claims 1 to 7, The drainage flow path is a rooftop double bottom type induction waterproof system, characterized in that formed in the upper open structure to receive and discharge the water falling between the upper panel. The method according to any one of claims 1 to 7, The upper panel is formed in a rectangular planar structure and arranged in a matrix structure, The drain flow path is installed to cross in the horizontal and vertical directions between the rectangular upper panels, either one of the horizontal direction and the vertical direction is configured to have a long distance drainage function, the other direction is the drain flow path of the one direction Rooftop double-floor induction waterproof system, characterized in that configured to have a short-range drainage function connected to. The method according to any one of claims 1 to 7, The support member is a roof-top double-floor induction waterproof system, characterized in that the flow path support is provided to support the drain flow path. The method according to any one of claims 1 to 7, The rooftop double-floor induction waterproofing system of claim 1, wherein a side panel is provided around the periphery of the system to close the space between the top panel and the rooftop. The method according to claim 18, The rooftop double-floor induction waterproof system, characterized in that the waterproof layer is applied to the outer rooftop floor of the side panel. A rooftop greening structure using a rooftop double-floor induction waterproof system, wherein rooftop greening is realized in the upper space of the top panel in the rooftop double-floor induction waterproofing system according to claim 1. A plurality of top panels located at a certain height from the rooftop to enable rooftop greening thereon; A rooftop greening structure using a rooftop double-floor induction waterproof system, characterized in that it comprises a support member for supporting each top panel on the rooftop. The method according to claim 20 or 21, A rooftop greening structure using a rooftop double bottom type induction waterproof system, characterized in that the vent pipe passing through the upper panel is installed between the lower space of the upper panel and the upper space of the upper panel.

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