KR100629782B1 - Double floor type inducing waterproof structure having level-down of slab edge and green roof structure using the same - Google Patents

Abstract

The rooftop double bottom type induction waterproofing structure including the level down of the slab edge and the roofing greening structure using the same include at least one top panel positioned at a predetermined height from the rooftop; A support member supporting the upper panel on a rooftop floor; A drainage flow path located in the space between the top panel and the rooftop slab bottom to drain the water falling from the top panel out of the bottom space of the top panel, wherein the rooftop floor is an outer rooftop bottom of the bottom space of the top panel; The in slab edge portion is formed to be relatively lower than the rooftop floor positioned below the upper panel, so that water falling from the upper panel and its outer region can be smoothly discharged to the outside of the rooftop to further improve the roof waterproofing function. do.

Rooftop, Double Floor, Top Panel, Supports, Slab Edge, Drainage Channel

Description

Double floor type inducing waterproof structure having level-down of slab edge and green roof structure using the same}

1 is a schematic plan view showing an induction waterproof structure of a double-floor method 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 detailed view of the main part of FIG.

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

FIG. 5 is a cross-sectional view illustrating a rooftop greening structure using a rooftop double bottom induction waterproof structure 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 waterproof structure according to another embodiment of the present invention.

7 is a detailed view of the main part of FIG.

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

FIG. 9 is a detailed view of a main part of a rooftop double bottom induction waterproof structure according to another embodiment of the present invention.

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

10: handrail 12: drain hole

15: slab edge 20: double bottom 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 a waterproofing and roofing greening system of a roof of a building, in particular, by installing a double-floor structure using a top panel, etc. on the rooftop to realize rooftop waterproofing, and also to realize a rooftop greening on the top of the double-floor structure. The present invention relates to an induction waterproof structure of a rooftop double bottom method including a level down of a slab edge 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 may occur, and the roofing slab concrete may undergo shrinkage expansion behavior due to vibration or temperature change, and various cracks may occur.

TABLE 1

division summary Work half room Number ball method Asphalt waterproof (Heating method) Heat and melt solid asphalt and use it as a liquid adhesive to form a waterproof layer by laminating and reinforcing waterproof sheets such as felt and roofing. Synthetic Polymer Sheet waterproof Using a raw material such as synthetic rubber, synthetic resin, asphalt, etc., the waterproof layer formed in the sheet state of 1 ~ 2mm thickness is fixed with adhesive or iron to form a waterproof layer. Urethane Rubber Waterproofing When a liquid mixed with a volatile solvent is applied to the polyurethane to a certain thickness, a chemical reaction (curing phenomenon) proceeds to form an integrated coating waterproof layer without joints. Inorganic elastomers Waterproofing Inorganic elastic water-soluble composite coating waterproofing method, mixing and coating cement and inorganic materials with copolymer emulsion water support liquid to form a continuous waterproof layer complex synthesis room Number ball method Re & Double Perforation Method · New Technology No.323 Rooftop insulation waterproofing method using factory molded FRP panel and EPS board with convex and concave and convex unevenness. Sky Panel Method New Technology 102 New Technology 413 After installing the hard metal sheet, apply a cement-based waterproofing material to form a composite waterproof layer (No. 413: Laminating a metal sheet coated with a polymer film and rubberized asphalt sheet) SSAP method New Technology 154 Composite waterproofing method with I-shaped integrated joint structure by applying polyurethane coating material on asphalt sheet of special structure impregnated with P.E nonwoven fabric MAS method New Technology 204 P.E nonwoven fabric attached or exposed asphalt waterproof sheet is installed on rubber asphalt coating waterproof layer to form composite double waterproof layer of asphalt based coating film and sheet. Star Polybar Method New Technology 234 Composite waterproofing method to form continuous double waterproof layer by applying inorganic elastic coating material on waterproof sheet composed of synthetic polymer material (EVA) Ryu-Linotech New Technology No.326 Composite waterproofing method by applying polyurethane coating waterproofing material on foam polyethylene ventilation buffer sheet (RENO-SHEET) and degassing by using air vent (RENO-VEN T) Polyas Method New Technology 376 Gel-Turbo Seal composed of rubberized asphalt and bentonite powder to form a coating waterproof layer, and a composite waterproofing method of laminating sheet waterproof layer

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 roof greening has the most important effect on the waterproofing layer and the waterproofing layer, which is always moist in the greening space, and the planting management such as fertilization and control is carried out so that it is inherent to the roofing greening so that it is not affected by microorganisms or chemicals. A waterproofing layer must be formed, and considering the characteristics of the planting plan, a barrier layer that protects the waterproofing 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 water penetrating into the water, there is a limit in realizing a more perfect and efficient waterproofing, and in particular, when the rooftop greening facility is installed, the above problems occur more.

The present invention has been made in order 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 due to rainfall and snowfall that fall to the rooftop slab floor as in the prior art Induction waterproof structure of rooftop double-floor type with level down of slab edge which can prevent the occurrence of defects of waterproofing layer and realize more efficient and economical rooftop waterproofing by constructing to be discharged naturally to the hall. The purpose is to provide a rooftop greening structure.

In addition, the present invention maintains excellent waterproofing performance even when the rooftop greening facility is installed, and has a perfect waterproof structure, so that the water storage, drainage, and fine-grained filtration function can be improved to provide a better greening environment for the slab edge An object of the present invention is to provide a rooftop greening structure using a rooftop double-floor induction waterproof structure including a rooftop greening structure and a rooftop greening structure using the same.

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 allows semi-permanent maintenance by allowing the maintenance to be carried out using the internal space of the double floor structure after construction. Another purpose is to provide a rooftop double bottomed induction waterproofing structure and a rooftop greening structure using the same, which include increasing the durability of the waterproofing layer and leveling down the slab edges to secure the optimum conditions for roofing. .

In addition, the present invention is a roof-top double-floor induction waterproof structure and rooftop using the same, including the level down of the slab edge that can satisfy both waterproof, heat insulation, roof greening, etc. when the insulation is installed in the interior space of the double floor structure Another purpose is to provide a greening structure.

In particular, the present invention is configured to relatively low rooftop floor of the outer area of the double-floor structure, to prevent water from flowing into the bottom of the double-floor structure, and to make the rooftop drainage more smoothly to improve the rooftop waterproofing efficiency Another object of the present invention is to provide an induction waterproof structure of a rooftop double bottom method including a level down of a slab edge that can be maximized, and a rooftop greening structure using the same.

In addition, the present invention is a rooftop double-floor induction waterproof structure and a rooftop using the same, the upper panel and the support member integrally consisting of a double-floor structure is easy to assemble, and the level of the slab edge to reduce the workability Another purpose is to provide a greening structure.

A rooftop double-floor induction waterproof structure including a level down of the slab edge according to the present invention for realizing the above object, at least one top panel positioned at a predetermined height from the rooftop; A support member supporting the upper panel on a rooftop floor; A drainage flow path located in the space between the top panel and the rooftop slab bottom to drain the water falling from the top panel out of the bottom space of the top panel, wherein the rooftop floor is an outer rooftop bottom of the bottom space of the top panel; Is characterized in that it is formed relatively lower than the rooftop located on the lower portion of the top panel.

Preferably, the upper panel and the supporting member are integrally formed.

In addition, a rooftop greening structure using an induction waterproofing structure of a rooftop double-floor system according to the present invention for realizing the above-described problem is achieved by implementing rooftop greening in an upper space of the upper panel in the rooftop double-flooring induction waterproofing structure. It is characterized by.

Hereinafter, exemplary embodiments of the present invention will be described with reference to the accompanying drawings.

1 is a schematic plan view showing an induction waterproof structure of a rooftop double bottom method according to an embodiment of the present invention, showing a structure in which a double-floor induction waterproof structure is installed on a rooftop.

In general, the roof of the building is provided with a railing 10 of a certain height, since 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 of the handrail 10 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 space around the center of the roof of the building is roof-waterproof by the double-floor structure 20 using the top panels 21, and the slab edge between the double-floor structure 20 and the handrail 10 ( 15) The part is formed relatively low and waterproof.

Here, the slab edge 15 portion is formed relatively lower than the rooftop floor on which the double floor structure 20 is installed, and water flowing out of the double floor structure 20 and rainwater falling out of the double floor structure 20 are doubled. It serves to prevent the flow into the floor structure 20.

According to such a roof waterproof structure, the water discharged from the double bottom structure 20 is configured to be waterproofed to the outside through the drain hole 12 after falling to the slab edge 15 portion 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.

For reference, the slab edge 15 reflects the building in the initial construction stage in advance, thereby constructing a rooftop floor, thereby inducing waterproof structure of a rooftop double-floor method including rooftop leveling and roofing greening using the same. The structure can be realized more smoothly.

The height difference between the bottom of the slab edge 15 and the bottom on which the double bottom structure 20 is installed may be generally about 10 cm, but additionally a heat insulation layer or a waterproof layer is added to the bottom of the slag edge 15. In order to ensure sufficient space during installation, it is possible to have a height difference of about 30cm.

The induction waterproof structure of the rooftop double bottom method including the level down of the slab edge of the present invention and the roofing greening structure using the same will be described in detail with reference to FIGS. 2 to 4.

2 is a cross-sectional view taken along the line A-A of FIG. 1, FIG. 3 is a detailed view of the main part of FIG. 2, and FIG. 4 is a perspective view of the main part of FIG. 3.

The double-floor induction waterproof structure 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. A drain passage 40 located in the space between the member 30 and the top panel 21 and the rooftop 11 to drain the water falling from the top panel 21 to the slab edge 15 region. It is composed.

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 to 100 cm and 50 to 100 cm in size 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. Water is discharged into 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 is mutually abutted.

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.

Herein, the coupling structure of the support member 30 and the upper panel 21 may be combined with a screw coupling method, a coupling method, a method of inserting a coupling member such as a screw or bolt through the coupling state, and the like. Do.

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 formed 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 out 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 naturally flows from the flat portion 22 to the drain portion 24, and the drain portion 24 has more than a predetermined amount of water. 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 structure composed of a joint member 50 and the like, as shown in FIG. 2, a side panel 60 is provided 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 panels 21 from the outside.

Here, the outer side of the side panel 60 is a relatively low slab edge 15 region, which is lower than the floor on which the side panel 60 is installed, so that water is introduced from the outside into the side panel 60. It can be reliably prevented.

On the other hand, it is preferable to form a waterproof layer by applying a urethane waterproofing material or an inorganic coating waterproofing material used as a waterproofing material such as a rooftop to the slab edge 15 region.

Thus, the rooftop induction waterproofing structure of the present invention has a short distance between the roof panel of the double floor structure 20 including the top panels 21 at the boundary where the side panel 60 is positioned and the slab edge 15 begins. And waterproofing while draining the water through the long-distance drainage channel 40, the slab edge 15 of the side panel 60 is waterproofed by a known coating waterproof layer.

As described above, the rooftop induction waterproof structure of the present invention creates an inner space of about 15 cm in height by the upper 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 waterproof structure 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 is easily planted in the upper space of the upper panel 21 located at a predetermined height from the rooftop 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 inductive waterproofing structure as described above, it has an excellent waterproofing function as in the above-described embodiment, and has considerable space from the rooftop floor. 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 showing a rooftop double bottom induction waterproof structure according to another embodiment of the present invention, Figure 6 is a cross-sectional view of the AA line direction of Figure 1, Figure 7 "C of Figure 6 "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 inductive waterproofing structure according to another embodiment of the present invention is basically the same structure as the configuration of the above-described embodiment, but the coupling structure of the upper panels 21, the heat insulation is added Structure, the height-adjustable structure of the long-distance drainage flow path are different.

First, when the coupling structure of the upper panels 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, the induction waterproof function may be performed as well as 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-induced waterproof structure of the double-floor type rooftop 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 protrudes, such as damage to the protrusions, hang people, etc. It does not cause it.

FIG. 9 is a detailed view of a main part of an induction waterproof structure having a rooftop double bottom according to another embodiment of the present invention. Indeed, the same reference numerals are used to refer to the same or similar constituent parts as in the above-described embodiment, and detailed description of the remaining parts except for the changed parts will be omitted.

The rooftop inductive waterproofing structure of the rooftop according to another embodiment of the present invention is basically the same structure as that of the above-described one embodiment and another embodiment, but the upper rod 31 of the support member 30 ) Is integrally formed with the top panel 21.

That is, when manufacturing the upper panel 21 by the injection or the like method, the upper rod 31 is also formed integrally, and the lower rod 35 is the embodiment described above for adjusting the height of the support member 30. It is configured as a structure coupled to the upper rod 31 as shown.

However, since the upper rod 31 is manufactured together with the upper panel, it is preferable that the nut structure is fixedly installed at the lower end thereof so that the lower rod 35 can be screwed together.

When the upper panel 21 and a part of the supporting member 30 are integrally formed as described above, the assembly structure is simplified as a whole, and the rigidity of the supporting structure can be improved.

Rooftop double induction waterproof structure and rooftop greening structure using the same, including the level down of the slab edge according to the present invention configured and acted as above, penetrates to the rooftop as in the prior art by installing a double floor structure on the roof Rather than preventing water, the water is naturally drawn to the roof drain hole and discharged, thus simplifying the waterproofing process and significantly reducing construction costs. There is an advantage to achieve a more efficient and economical roof waterproofing.

In addition, the present invention maintains excellent waterproofing performance even in the case of installing a rooftop greening facility, and has a perfect root structure, and the water, drainage, and fine-grain soil filtration 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 allows semi-permanent maintenance by allowing the maintenance to be carried out 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.

In particular, since the slab edge portion, which is an outer region of the double bottom structure, is formed lower than other bottom portions, water can be prevented from flowing into the bottom of the double bottom structure, and the rooftop drainage is more smoothly, so that the rooftop waterproofing efficiency is improved. There is an advantage to increase.

In addition, when the upper panel and the support member are integrally formed as the double bottom structure, the overall structure is simplified, the assemblability is improved, and the supporting rigidity is also improved.

Claims (3)

At least one top panel located at a height above the rooftop; A support member supporting the upper panel on a rooftop floor; A drain flow channel positioned in the space between the top panel and the roof slab bottom to drain the water falling from the top panel out of the lower space of the top panel, The rooftop double bottom type induction waterproofing with level down of the slab edge is characterized in that the outer rooftop of the lower space of the top panel in the rooftop is formed relatively lower than the rooftop floor located below the top panel. rescue. The method according to claim 1, The rooftop double bottom type induction waterproof structure including a level down of the slab edge, characterized in that the upper panel and the support member is formed integrally. The rooftop greening structure using the rooftop double bottom type induction waterproof structure of the rooftop double bottom type induction waterproof structure of Claim 1 or 2 WHEREIN: The rooftop greening was implemented in the upper space of the said top panel.

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