WO2019103270A1 - Waterproof flooring material for parking lots, factories, roads or rooftops, and method for constructing same - Google Patents

Waterproof flooring material for parking lots, factories, roads or rooftops, and method for constructing same Download PDF

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Publication number
WO2019103270A1
WO2019103270A1 PCT/KR2018/008028 KR2018008028W WO2019103270A1 WO 2019103270 A1 WO2019103270 A1 WO 2019103270A1 KR 2018008028 W KR2018008028 W KR 2018008028W WO 2019103270 A1 WO2019103270 A1 WO 2019103270A1
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WIPO (PCT)
Prior art keywords
silica
urethane
specific gravity
particle diameter
mixture
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PCT/KR2018/008028
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French (fr)
Korean (ko)
Inventor
최동현
박혜정
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로드켐 주식회사
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Publication of WO2019103270A1 publication Critical patent/WO2019103270A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/64Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
    • E04B1/644Damp-proof courses
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/005Inorganic fillers with a shape other than granular or fibrous
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B16/00Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B16/04Macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/52Multiple coating or impregnating multiple coating or impregnating with the same composition or with compositions only differing in the concentration of the constituents, is classified as single coating or impregnation
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • E04D11/02Build-up roofs, i.e. consisting of two or more layers bonded together in situ, at least one of the layers being of watertight composition
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0203Arrangements for filling cracks or cavities in building constructions
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/60Agents for protection against chemical, physical or biological attack
    • C04B2103/65Water proofers or repellants

Definitions

  • the present invention relates to a waterproof flooring applied to a floor or a roof floor such as an apartment, a building, a factory, a parking lot such as a road and a school, and a construction method thereof.
  • the road surface packed with such uniform asphalt or concrete has a disadvantage in that it is vulnerable to breakage because its strength and abrasion resistance deteriorate, and it is also vulnerable to slip and radiation.
  • Patent Document 1 At least one selected from the group consisting of an acrylic resin, a polyacrylate, a polyurethane, a polyolefin and a silicone resin is applied to the surface of the substrate in a thickness of 0.4 to 0.6 mm, For 3 hours to form a primer layer.
  • the primer layer is mixed with the base and the curing agent at a weight ratio of 1: 2 to 1: 0.6 at 900 to 1100 rpm for 3 to 5 minutes to form a primer layer having a thickness of 0.4 to 0.6 mm
  • a step S2 of forming a top layer with a predetermined thickness At least one selected from the group consisting of an acrylic resin, a polyacrylate, a polyurethane, a polyolefin and a silicone resin is applied to the surface of the substrate in a thickness of 0.4 to 0.6 mm, For 3 hours to form a primer layer.
  • the primer layer is mixed with the base and the curing agent at a weight ratio of 1: 2 to 1: 0.6 at
  • Such a patent document is disadvantageous in that the generation of harmful substances is suppressed and slippage can not be prevented although it is good in terms of adhesion strength, compressive strength and abrasion resistance.
  • Patent Document 1 Even though the subject matter constituting the upper layer in Patent Document 1 is composed of a mixture of magnesium oxide, white cement, fluidizing agent, antifoaming agent, TiO2, and silica powder, where silica powder is included and is expected to have non-slip properties , Since the hardening agent sinks downward, the silica powder particles are exposed to the road surface in a state that the particles are not sufficiently aggregated in the hardener, so that it is difficult to maintain the non-slip property for a long time by easily separating from the upper layer It remains a challenge.
  • the present invention has been made to solve the problems of the prior art described above, and it is an object of the present invention to provide a floor material which is applied to a parking lot, a roof and a road floor,
  • the present invention is directed to providing a parking lot, a roof and a road surface waterproofing flooring, and a construction method thereof.
  • a mixture of epoxy or urethane on a bottom surface, a stone powder having a particle diameter of 2 to 350 ⁇ ⁇ and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 ⁇ ⁇ and an apparent specific gravity of 0.03 to 0.1 is applied to form a first epoxy mixture layer or A first step of forming a first urethane mixture layer,
  • a silica sand having a particle diameter of 5 to 40 meshes is first sprayed on the first epoxy mixture layer or the first urethane mixture layer and then a silica sand having a particle diameter of 20 to 60 mesh is applied To form a first silica sand layer,
  • a mixture of epoxy or urethane, a stone powder having a particle diameter of 2 to 350 ⁇ and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 ⁇ and an apparent specific gravity of 0.03 to 0.1 is applied on the first silica sand layer to form a second
  • a third step of forming an epoxy mixture layer or a second urethane mixture layer
  • a silica sand having a particle diameter of 5 to 40 meshes is first sprayed on the second epoxy mixture layer or the second urethane mixture layer and then a silica sand having a particle diameter of 20 to 60 mesh is applied To form a second silica sand layer,
  • a mixture of epoxy or urethane, a stone powder having a particle diameter of 2 to 350 ⁇ ⁇ and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 ⁇ ⁇ and an apparent specific gravity of 0.03 to 0.1 was applied on the second silica- And a fifth step of forming the second electrode layer.
  • the epoxy mixture layer or the urethane mixture layer or the urethane mixture layer and the cover layer each include a low specific gravity silica powder having a significantly low specific gravity, thereby forming an epoxy mixture layer or a urethane mixture layer or a urethane mixture layer and a cover layer
  • Epoxy or urethane can be minimized after being applied on silica sand, epoxy or urethane containing stone powder is coated like a silica sand wrapping and does not sink after application, so adhesion of silica sand and silica sand is improved It is possible to minimize the phenomenon of desorption (desorption) of the silica sand during the process of use after completion, so that it has excellent durability such as long-term non-slip and flat surface waterproof floor property can be maintained.
  • silica sand is filled in the space between the silica sand of the large diameter, the aggregation force of each sand and epoxy can be doubled and a solid bottom can be formed.
  • FIG. 1 is a sectional view (a) and a plan view (b) of a waterproof floor material formed according to a method of constructing a waterproof floor material according to a first embodiment of the present invention.
  • FIG. 2 is a cross-sectional view of a waterproof floor material formed according to a method of constructing a waterproof floor material according to a second embodiment of the present invention.
  • 3 is a particle size analysis of the silica powder used in the waterproof flooring according to the present invention.
  • a mixture of epoxy or urethane on a bottom surface, a stone powder having a particle diameter of 2 to 350 ⁇ ⁇ and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 ⁇ ⁇ and an apparent specific gravity of 0.03 to 0.1 is applied to form a first epoxy mixture layer or A first step of forming a first urethane mixture layer,
  • a silica sand having a particle diameter of 5 to 40 meshes is first sprayed on the first epoxy mixture layer or the first urethane mixture layer and then a silica sand having a particle diameter of 20 to 60 mesh is applied To form a first silica sand layer,
  • a mixture of epoxy or urethane, a stone powder having a particle diameter of 2 to 350 ⁇ and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 ⁇ and an apparent specific gravity of 0.03 to 0.1 is applied on the first silica sand layer to form a second
  • a third step of forming an epoxy mixture layer or a second urethane mixture layer
  • a silica sand having a particle diameter of 5 to 40 meshes is first sprayed on the second epoxy mixture layer or the second urethane mixture layer and then a silica sand having a particle diameter of 20 to 60 mesh is applied To form a second silica sand layer,
  • a mixture of epoxy or urethane, a stone powder having a particle diameter of 2 to 350 ⁇ ⁇ and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 ⁇ ⁇ and an apparent specific gravity of 0.03 to 0.1 was applied on the second silica- And a fifth step of forming the second electrode.
  • FIG. 1 is a cross-sectional view (a) and a plan view (b) of a waterproof floor material formed according to a method of constructing a waterproof floor material according to the present invention.
  • the method for manufacturing a waterproof flooring includes a first step of forming a first epoxy mixture layer or a first urethane mixture layer 20 on a floor surface 10, A second step of forming a silica sand layer 30, a third step of forming a second epoxy mixture layer or a second urethane mixture layer 40, a fourth step of forming a second silica sand layer 50, And a fifth step of forming a cover layer (60).
  • the first step is to form an epoxy 1 on a bottom surface 10 of a car park, a factory, a road or a roof, a stone powder 2 having an apparent specific gravity of 1.2 and a particle diameter of 13 to 265 Or a mixture of silica powders 3 having an apparent specific gravity of 0.03 to 0.1 to form a first epoxy mixture layer 20 or a urethane 1 '
  • the low specific gravity silica powder (3) is preferably selected such that particles having a particle diameter of 13 to 265 ⁇ m are dispersed as shown in FIG. 3, and the low specific gravity silica powder (3) The apparent specific gravity was measured to be 0.04 as shown in Table 1 below. (The results in FIG. 3 and Table 1 are the results of the KTR test conducted on the low specific gravity silica powder).
  • the silica powder 3 is significantly lower than the specific gravity 1 of water to 1/10 or less, when the silica powder 3 is mixed with the liquid epoxy 1 or the urethane 1 ', the silica powder 3 is a solid powder but the epoxy 1 or urethane (1) or urethane (1 ') is dispersed in the form of an emulsion in the epoxy resin (1') so that the epoxy (1) or the urethane (1 ') does not flow down and floats around the silica powder (3)
  • the entirety of the stone powder 2 is covered with the epoxy 1 or the urethane 1 'when the cured product is cured with the lapse of time, so that the stone powder 2 is completely covered with the epoxy 1 or the urethane 1' Is not exposed to the outer surface.
  • a silica powder having an apparent specific gravity of less than 0.03 is not preferable because it is difficult to manufacture. Conversely, a silica powder having an apparent specific gravity higher than 0.1 is not preferred because the specific gravity is relatively large and the floatation performance is lowered.
  • the mixing ratio of the epoxy (1), the stone powder (2) and the silica powder (3) may be formulated in a volume ratio of 0.05 to 0.3 parts by volume of the stone powder and 0.05 to 0.2 parts by volume of the epoxy resin,
  • the mixing ratio of the urethane (1 '), the stone powder (2) and the silica powder (3) is preferably in the range of 1: 0.05 to 0.2, (1 ') and silica powder (3) are mixed in a volume ratio of 1: 0.05 to 0.2, in particular, in a volume ratio of 0.05 to 0.3 volume of a stone powder to a volume ratio of 0.05 to 0.2 of a silica powder with respect to a volume ratio desirable.
  • the ratio of the silica powder (3) to the volume ratio of the epoxy (1) or the urethane (1 ') is more than 0.2 volume ratio, the fluidity is lowered and the coating property is poor.
  • the mixing ratio is less than 0.05 volume ratio, The epoxy or urethane is submerged as desired and can not have floating performance.
  • the second step is to spray a silica sand (4) having a particle diameter of 5 to 40 mesh on the first epoxy mixture layer or the first urethane mixture layer (20) And then spraying a silica sand 4 of 60 mesh to form a first silica sand layer 30.
  • the particle size of the silica sand (4) to be sprayed after the second step is smaller than the particle size of the silica sand (4) to be sprayed.
  • the silica sand of small particle size is filled to increase the density of the silica sand while the fluidity of the subsequently applied epoxy horn or urethane mixture is suppressed and the gap between the silica sand and silica sand is reduced to form a solid coating layer.
  • a first stage epoxy mixture or urethane mixture that is, an epoxy (1), a stone powder having a particle size of 2 to 350 ⁇ m and an apparent specific gravity of 1.2 is formed on the first silica sand layer (30) 2 or a mixture of the silica powder 3 having a particle diameter of 13 to 265 ⁇ m and an apparent specific gravity of 0.03 to 0.1 to form a second epoxy mixture layer 40 or a urethane 1 '
  • a step of forming a second urethane mixture layer 40 by applying a mixture of a stone powder 2 having an apparent specific gravity of 1.2 to 350 ⁇ and an apparent specific gravity of 1.2 and a silica powder 3 having a particle diameter of 13 to 265 ⁇ and an apparent specific gravity of 0.03 to 0.1 to be.
  • the epoxy 1 or the urethane 1 ' The silica sand 4 of the fourth step to be sprayed next is kept in contact with the second-stage silica sand 4 and the second-stage silica sand 4 because the silica sand 4 is wrapped around the second- The bonding can be maintained firmly, which is a core technology of the present invention.
  • the general epoxy or urethane applied to the second silica sand layer (4) immediately flows down to the silica gel (4)
  • the adhesion strength between the silica sand 4 of the fourth step and the silica sand 4 of the second step which are spread after the incineration is at a level that the epoxy 1 or the urethane 1 ' So that the vehicle can not withstand a load such as a traffic in a parking lot or a road for a long time.
  • a silica sand (4) having a particle diameter of 5 to 40 mesh is preliminarily sprayed on the second epoxy mixture layer or the second urethane mixture layer (40) And then the second silica sand layer 50 is formed by spraying a silica sand 4 of 60 mesh.
  • the particle size of the silica sand 4 to be sprayed after the fourth step S2 is preferably smaller than the particle size of the silica sand 4 to be sprayed.
  • the silica sand 4 having a small particle diameter is filled in the space of the second silica sand layer 50 so that the density of the second silica sand layer 50 is increased and the fluidity of the subsequently applied epoxy mixture or urethane mixture is suppressed and the voids of the silica sand and silica sand are reduced, A coating film layer can be formed.
  • the fifth step can be performed immediately after the third and fourth steps are omitted.
  • the present invention can be applied to various situations such as a construction environment, Accordingly, the third to fourth steps may be repeated one or more times.
  • the fifth step is a step in which the epoxy 1 and the urethane 1 'are coated on the second silica sand layer 50 (or the first silica sand layer 30 when the third and fourth steps are omitted) (2) having a particle diameter of 2 to 350 ⁇ ⁇ and an apparent specific gravity of 1.2, and a silica powder (3) having an apparent specific gravity of 0.03 to 0.1 with a particle diameter of 13 to 265 ⁇ ⁇ , 60 are formed.
  • the silica powder (3) is significantly lower than the specific gravity of water (1) by 1/10 or less, when the silica powder is mixed with the epoxy (1) or the urethane (1 ') as a liquid adhesive, the silica powder is a solid powder,
  • the epoxy (1) or urethane (1 ') is dispersed in the form of an emulsion in the epoxy (1) or the urethane (1') because it plays a role of lifting up the silica powder having a low specific gravity,
  • the epoxy 1 or the urethane 1 ' is hardened, the whole of the stone powder 2 is covered with epoxy or urethane so that the stone powder 2 can be prevented from falling off, It is possible to minimize exposure to the outside and to maintain a film of a certain thickness around the silica sand 4.
  • the mixing ratio of the epoxy, the stone powder (2) and the silica powder (3) may be from 0.05 to 0.3 parts by volume of the stone powder and from 0.05 to 0.2 parts by volume of the silica powder with respect to the volume ratio of the epoxy resin.
  • the mixing ratio of the urethane, the stone powder (2) and the silica powder (3) is preferably 0.05 to 0.3 volume ratio of the stone powder to the volume ratio of 1 volume of the urethane, and 0.05 to 0.2 volume ratio of the silica powder
  • the blending ratio of urethane and silica powder is preferably 1: 0.05 to 0.2 volume ratio.
  • the ratio of the silica powder (3) to the epoxy resin or urethane resin is more than 0.2 volume ratio, the fluidity is lowered and the coating property is poor.
  • the amount is less than 0.05 volume ratio, the negative control is not effected. Can not be expected.
  • FIG. 2 is a cross-sectional view of a waterproof floor material formed according to a method of constructing a waterproof floor material according to a second embodiment of the present invention.
  • the second embodiment of the present invention is an epoxy resin composition
  • an epoxy resin composition comprising an epoxy (1), a stone powder (2) having a particle diameter of 2 to 350 ⁇ m and an apparent specific gravity of 1.2, a particle diameter of 13 to 265 ⁇ m and an apparent specific gravity of 0.03
  • a silica powder 4 having a particle diameter of 5 to 40 mesh and a silica sand 4 having a particle diameter of 20 to 60 mesh are mixed together or a urethane 1 (2) having a particle diameter of 2 to 350 ⁇ m and an apparent specific gravity of 1.2, a silica powder (3) having an apparent specific gravity of 0.03 to 0.1 and a particle diameter of 13 to 265 ⁇ m, a particle diameter of 5 to 40 mesh,
  • silica sand (4) and silica sand (4) having a particle size of 20 to 60 mesh are mixed together at one time to coat the floor of asphalt or concrete.
  • the mixture of the epoxy (1), the stone powder (2) and the silica powder (3) is referred to as an epoxy mixture and the mixture of the urethane (1 ' ,
  • the mixing ratio of the epoxy mixture may be from 0.05 to 0.3 parts by volume of the stone powder and from 0.05 to 0.2 parts by volume of the silica powder with respect to the volume ratio of the epoxy resin to one part by volume of the urethane mixture.
  • the blending ratio of the urethane mixture is 0.05 to 0.3 parts by volume of the stone powder,
  • the powder may be formulated in a 0.05 to 0.2 volume ratio.
  • a mixture of a silica sand (4) having a particle diameter of 5 to 40 mesh and a silica sand (4) having a particle diameter of 20 to 60 mesh is referred to as a silica sand mixture.
  • the mixing ratio of the silica sand mixture is 30 to 70 volume ratio: 70 to 30 volume ratio.
  • the mixing ratio of the epoxy mixture to the silica sand mixture, and the blending ratio of the urethane mixture and the silica sand mixture may be set to 1: 2 to 5 volume ratio, respectively.
  • the present invention provides a construction method for repairing asphalt or concrete cracks.
  • silica powder (2) having an apparent specific gravity of 1.2
  • a silica powder (3) having an apparent specific gravity of 0.03 to 0.1 and a particle diameter of 40 to 40 nm
  • (1 ') having a particle size of 2 to 350 ⁇ m and an apparent specific gravity of 1.2 or more and an apparent specific gravity of 1.27 or a silica sand having an apparent specific gravity of 1.27 are filled in a crick on an asphalt or concrete floor at one time
  • a silica powder (3) having a particle diameter of 13 to 265 ⁇ ⁇ and an apparent specific gravity of 0.03 to 0.1, a silica sand mixture having a particle diameter of 40 to 890 ⁇ ⁇ and an apparent specific gravity of 1.27 Can be filled in the crick as shown in FIG.
  • silica sand dispersed with particles having a particle diameter of 40 to 890 ⁇ , and the apparent specific gravity of the silica sand in which such particles are dispersed is measured as 1.27 as shown in Table 3 below (The results in Figs. 5 and 3 are the test results of KTR (Korea Chemical Fusion Test Institute) for silica sand).
  • an epoxy mixture is formed by mixing 0.05 to 0.3 parts by volume of a stone powder and 0.05 to 0.2 parts by volume of a silica powder, or 0.05 to 0.3 parts by volume of a stone powder and 0.05 to 0.2 parts by volume of silica powder with respect to 1 part by volume of an urethane, After forming the urethane mixture,
  • the epoxy sand mixture may be formed by blending 2 to 5 parts by volume of the silica sand with 1 part by volume of the epoxy mixture.
  • the urethane sand mixture may be formed by blending 2 to 5 parts by volume of the silica sand with 1 part by volume of the urethane mixture.

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Abstract

The present invention relates to a waterproof flooring material for parking lots, factories, roads or rooftops and a method for constructing same, and particularly relates to a method for constructing a waterproof flooring material, comprising, for the purpose of maintaining non-slip properties for a long time: a first step of applying, onto a floor surface, a mixture of epoxy or urethane, stone power having a particle size of 2 - 350㎛ and an apparent specific gravity of 1.2, and silica power having a particle size of 13 - 265㎛ and an apparent specific gravity of 0.03 - 0.1, thereby forming an epoxy mixture layer or a urethane mixture layer; a second step of first spraying, onto the epoxy mixture layer or the urethane mixture layer, silica sand having a relatively large particle size, and then spraying silica sand having a relatively small particle size thereonto, thereby forming a silica sand layer; and a third step of applying, onto the silica sand layer, a mixture of epoxy or urethane, stone power having a particle size of 2 - 350㎛ and an apparent specific gravity of 1.2, and silica powder having a particle size of 13 - 265㎛ and an apparent specific gravity of 0.03 - 0.1, thereby forming a cover layer.

Description

주차장, 공장, 도로 또는 옥상의 방수바닥재 및 그의 시공 방법Waterproof floors in parking lots, factories, roads or rooftops and their construction methods
본 발명은 아파트나 빌딩, 공장, 도로 및 학교 등의 주차장 등 바닥 또는 옥상의 바닥에 도포되는 방수바닥재 및 그의 시공 방법에 관한 것이다.The present invention relates to a waterproof flooring applied to a floor or a roof floor such as an apartment, a building, a factory, a parking lot such as a road and a school, and a construction method thereof.
일반적으로 기존의 아파트 단지, 테마거리, 공원광장, 주차장, 자전거 도로, 보도, 산책길, 해안도로 및 횡단보도 등은 대체적으로 회색일변도의 아스팔트나 콘크리트로 이루어져 있어 도시미관이나 주위의 자연경관 등을 해치고 있는 실정이다.In general, existing apartment complexes, theme streets, park plazas, parking lots, bicycle roads, sidewalks, coast roads, and crosswalks are generally made of gray asphalt or concrete. It is the fact that it hurts.
또한, 이러한 획일적인 아스팔트나 콘크리트를 통해 포장된 도로면은 그 강도나 내마모성이 저하되어 파손에 취약하다는 단점과 함께 미끄럼 방지나 복사열에도 취약하다는 단점이 있다.In addition, the road surface packed with such uniform asphalt or concrete has a disadvantage in that it is vulnerable to breakage because its strength and abrasion resistance deteriorate, and it is also vulnerable to slip and radiation.
그뿐 아니라 일반건축물 및 공장 등의 콘크리트 구조물에서 콘크리트 면을 그대로 노출할 경우 장기적으로 콘크리트의 열화에 의해 바닥면이 파쇄되거나 노화되어 인체에 유해한 콘크리트 분진 발생으로 환경오염의 문제를 일으키게 된다.In addition, if exposed to the concrete surface in concrete structures such as general buildings and factories, the bottom surface is broken or aged due to the deterioration of concrete in the long term, causing the pollution of concrete due to the generation of concrete dust harmful to human body.
따라서, 기존 아스팔트나 콘크리트 포장도로를 대체하여 바닥재로 사용할 수 있는 다양한 방식이 개발되고 있으며, 특히 주차장 바닥이나 옥상 바닥의 경우 콘크리트를 배제하여 크랙(crack)이나 분진의 발생을 억제하는 것이 바람직한데, 이를 위해 사용되는 바닥재의 대부분은 에폭시나 우레탄과 같은 합성수지 계열이다.Therefore, various methods of using asphalt or concrete pavement as a flooring material have been developed. In particular, in the case of a parking lot floor or a roof floor, it is preferable to suppress the generation of cracks or dust by excluding concrete, Most of the flooring used for this purpose is a synthetic resin such as epoxy or urethane.
일 예로서, 대한민국 등록특허 제10-0912816호(특허문헌 1)에서는 피도면에 아크릴수지, 폴리아크릴레이트, 폴리우레탄, 폴리올레핀 및 실리콘 수지로 이루어진 군에서 선택된 적어도 하나로 0.4 내지 0.6㎜ 두께로 도포후 2 내지 3시간동안 건조시켜 마련된 프라이머층을 형성하는 S1단계 및 상기 프라이머층의 상부에 주제와 경화제를 1:02 내지 1:0.6의 중량비로 900 내지 1100rpm으로 3 내지 5 분동안 혼합하여 0.4 내지 0.6㎜ 두께로 상도층을 형성하는 S2단계를 포함하는 주차장 바닥의 시공방법이 제안된 바 있다.As an example, in Korean Patent No. 10-0912816 (Patent Document 1), at least one selected from the group consisting of an acrylic resin, a polyacrylate, a polyurethane, a polyolefin and a silicone resin is applied to the surface of the substrate in a thickness of 0.4 to 0.6 mm, For 3 hours to form a primer layer. The primer layer is mixed with the base and the curing agent at a weight ratio of 1: 2 to 1: 0.6 at 900 to 1100 rpm for 3 to 5 minutes to form a primer layer having a thickness of 0.4 to 0.6 mm And a step S2 of forming a top layer with a predetermined thickness.
이와 같은 특허문헌 기술은 유해물질의 발생을 억제하고, 부착강도, 압축강도 및 내마모성 측면에서 양호하기는 하나, 미끄럼을 방지할 수 없다는 단점이 있다.Such a patent document is disadvantageous in that the generation of harmful substances is suppressed and slippage can not be prevented although it is good in terms of adhesion strength, compressive strength and abrasion resistance.
설령, 특허문헌 1에서 상도층을 이루는 주제가 산화마그네슘, 백시멘트, 유동화제, 소포제, 지당(TiO2), 실리카분말의 혼합물로 이루어지고, 여기서 실리카분말이 포함되어 있어 논슬립성을 가질 것으로 예측되기는 하나, 경화제가 아래로 가라앉는 특성이 있기 때문에 실리카분말 입자가 경화제에 충분히 결집되지 않은 상태로 노면에 노출되기 때문에 상도층에서 쉽게 이탈(탈리)하여 장시간 논슬립성을 유지할 수 없다는 문제점은 여전히 해결해야 하는 과제로 남아 있다.Even though the subject matter constituting the upper layer in Patent Document 1 is composed of a mixture of magnesium oxide, white cement, fluidizing agent, antifoaming agent, TiO2, and silica powder, where silica powder is included and is expected to have non-slip properties , Since the hardening agent sinks downward, the silica powder particles are exposed to the road surface in a state that the particles are not sufficiently aggregated in the hardener, so that it is difficult to maintain the non-slip property for a long time by easily separating from the upper layer It remains a challenge.
본 발명은 상기의 종래 기술이 내포한 문제점을 해결하기 위한 것으로, 특히 주차장이나 옥상 및 도로 바닥에 시공되는 바닥재에 있어서, 논슬립 기능을 가진 바닥재의 이탈(탈리) 현상을 최소화함으로써 논슬립 특성을 장기간 유지할 수 있는 주차장, 옥상 및 도로 방수바닥재 및 그의 시공 방법을 제공하는데 그 목적이 있다.Disclosure of the Invention The present invention has been made to solve the problems of the prior art described above, and it is an object of the present invention to provide a floor material which is applied to a parking lot, a roof and a road floor, The present invention is directed to providing a parking lot, a roof and a road surface waterproofing flooring, and a construction method thereof.
상기의 목적을 달성하기 위한 본 발명의 방수바닥재 시공 방법은,According to an aspect of the present invention,
바닥면 상에 에폭시 또는 우레탄, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1의 실리카분말의 혼합물을 도포하여 제1에폭시혼합물층 또는 제1우레탄혼합물층을 형성하는 제1단계와,A mixture of epoxy or urethane on a bottom surface, a stone powder having a particle diameter of 2 to 350 占 퐉 and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 占 퐉 and an apparent specific gravity of 0.03 to 0.1 is applied to form a first epoxy mixture layer or A first step of forming a first urethane mixture layer,
상기 제1에폭시혼합물층 또는 제1우레탄혼합물층 상에 입경이 5~40메시(mesh)의 실리카샌드를 선(先) 살포한 다음, 입경이 20~60메시(mesh)의 실리카샌드를 후(後) 살포하여 제1실리카샌드층을 형성하는 제2단계와,A silica sand having a particle diameter of 5 to 40 meshes is first sprayed on the first epoxy mixture layer or the first urethane mixture layer and then a silica sand having a particle diameter of 20 to 60 mesh is applied To form a first silica sand layer,
상기 제1실리카샌드층 상에 에폭시 또는 우레탄, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1의 실리카분말의 혼합물을 도포하여 제2에폭시혼합물층 또는 제2우레탄혼합물층을 형성하는 제3단계와,A mixture of epoxy or urethane, a stone powder having a particle diameter of 2 to 350 탆 and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 탆 and an apparent specific gravity of 0.03 to 0.1 is applied on the first silica sand layer to form a second A third step of forming an epoxy mixture layer or a second urethane mixture layer,
상기 제2에폭시혼합물층 또는 제2우레탄혼합물층 상에 입경이 5~40메시(mesh)의 실리카샌드를 선(先) 살포한 다음, 입경이 20~60메시(mesh)의 실리카샌드를 후(後) 살포하여 제2실리카샌드층을 형성하는 제4단계와,A silica sand having a particle diameter of 5 to 40 meshes is first sprayed on the second epoxy mixture layer or the second urethane mixture layer and then a silica sand having a particle diameter of 20 to 60 mesh is applied To form a second silica sand layer,
상기 제2실리카샌드층 상에 에폭시 또는 우레탄, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1의 실리카분말의 혼합물을 도포하여 커버층을 형성하는 제5단계로 이루어지는 것을 특징으로 한다.A mixture of epoxy or urethane, a stone powder having a particle diameter of 2 to 350 占 퐉 and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 占 퐉 and an apparent specific gravity of 0.03 to 0.1 was applied on the second silica- And a fifth step of forming the second electrode layer.
본 발명에 따르면, 에폭시혼합물층 또는 우레탄혼합물층 또는 우레탄혼합물층과 커버층에 각각 비중이 현저히 낮은 저비중 실리카분말이 포함됨에 따라 에폭시혼합물층 또는 우레탄혼합물층 또는 우레탄혼합물층 및 커버층을 형성하는 에폭시 또는 우레탄이 실리카샌드 위에 도포된 후에 가라앉는 현상을 최소화할 수 있으므로 스톤분말이 포함된 에폭시나 우레탄이 실리카샌드를 감싸듯이 도포되고 도포된 이후에 가라앉지 않으므로 실리카샌드와 실리카샌드의 접착력을 향상시키므로 완성 후 사용되는 과정에서 실리카샌드의 이탈(탈리)하는 현상을 최소화할 수 있으므로 장기간 논슬립 및 평탄면 방수바닥 특성을 유지할 수 있는 등 내구성이 우수하다.According to the present invention, the epoxy mixture layer or the urethane mixture layer or the urethane mixture layer and the cover layer each include a low specific gravity silica powder having a significantly low specific gravity, thereby forming an epoxy mixture layer or a urethane mixture layer or a urethane mixture layer and a cover layer Epoxy or urethane can be minimized after being applied on silica sand, epoxy or urethane containing stone powder is coated like a silica sand wrapping and does not sink after application, so adhesion of silica sand and silica sand is improved It is possible to minimize the phenomenon of desorption (desorption) of the silica sand during the process of use after completion, so that it has excellent durability such as long-term non-slip and flat surface waterproof floor property can be maintained.
또한, 대입경의 실리카샌드 사이사이의 공간에 소입경의 실리카샌드가 충진되므로 각 샌드와 에폭시의 결집력을 더욱 배가시키는 동시에 견고한 바닥층을 형성할 수 있다.In addition, since silica sand is filled in the space between the silica sand of the large diameter, the aggregation force of each sand and epoxy can be doubled and a solid bottom can be formed.
도 1은 본 발명의 제1실시예에 따른 방수바닥재의 시공 방법에 따라 형성된 방수바닥재의 단면도(a) 및 평면도(b)이다.1 is a sectional view (a) and a plan view (b) of a waterproof floor material formed according to a method of constructing a waterproof floor material according to a first embodiment of the present invention.
도 2는 본 발명의 제2실시예에 따른 방수바닥재의 시공 방법에 따라 형성된 방수바닥재의 단면도이다.FIG. 2 is a cross-sectional view of a waterproof floor material formed according to a method of constructing a waterproof floor material according to a second embodiment of the present invention.
도 3은 본 발명에 따른 방수바닥재에 사용되는 실리카분말에 대한 입도분석 이다.3 is a particle size analysis of the silica powder used in the waterproof flooring according to the present invention.
도 4는 본 발명에 따른 방수바닥재에 사용되는 스톤파우더에 대한 입도분석 이다.4 is a particle size analysis of the stone powder used in the waterproof flooring according to the present invention.
도 5는 본 발명에 따른 방수바닥재에 사용되는 실리카샌드에 대한 입도분석 이다.5 is a particle size analysis of the silica sand used in the waterproof flooring according to the present invention.
[도면 부호 설명][Description]
1... 에폭시1 ... Epoxy
1'... 우레탄1 '... urethane
2... 스톤분말2 ... Stone powder
3... 실리카분말3 ... silica powder
4... 실리카샌드4 ... silica sand
10... 바닥면10 ... bottom surface
20... 제1에폭시혼합물층 또는 제1우레탄혼합물층20 ... First epoxy mixture layer or first urethane mixture layer
30... 제1실리카샌드층30 ... First silica sand layer
40... 제2에폭시혼합물층 또는 제2우레탄혼합물층40 ... second epoxy mixture layer or second urethane mixture layer
50... 제2실리카샌드층50 ... Second silica sand layer
60... 커버층60 ... cover layer
본 발명의 주차장, 공장, 도로 또는 옥상의 방수바닥재 및 그의 시공 방법은,The waterproof flooring of the parking lot, the factory, the road or the roof of the present invention and the construction method thereof,
바닥면 상에 에폭시 또는 우레탄, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1의 실리카분말의 혼합물을 도포하여 제1에폭시혼합물층 또는 제1우레탄혼합물층을 형성하는 제1단계와,A mixture of epoxy or urethane on a bottom surface, a stone powder having a particle diameter of 2 to 350 占 퐉 and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 占 퐉 and an apparent specific gravity of 0.03 to 0.1 is applied to form a first epoxy mixture layer or A first step of forming a first urethane mixture layer,
상기 제1에폭시혼합물층 또는 제1우레탄혼합물층 상에 입경이 5~40메시(mesh)의 실리카샌드를 선(先) 살포한 다음, 입경이 20~60메시(mesh)의 실리카샌드를 후(後) 살포하여 제1실리카샌드층을 형성하는 제2단계와,A silica sand having a particle diameter of 5 to 40 meshes is first sprayed on the first epoxy mixture layer or the first urethane mixture layer and then a silica sand having a particle diameter of 20 to 60 mesh is applied To form a first silica sand layer,
상기 제1실리카샌드층 상에 에폭시 또는 우레탄, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1의 실리카분말의 혼합물을 도포하여 제2에폭시혼합물층 또는 제2우레탄혼합물층을 형성하는 제3단계와,A mixture of epoxy or urethane, a stone powder having a particle diameter of 2 to 350 탆 and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 탆 and an apparent specific gravity of 0.03 to 0.1 is applied on the first silica sand layer to form a second A third step of forming an epoxy mixture layer or a second urethane mixture layer,
상기 제2에폭시혼합물층 또는 제2우레탄혼합물층 상에 입경이 5~40메시(mesh)의 실리카샌드를 선(先) 살포한 다음, 입경이 20~60메시(mesh)의 실리카샌드를 후(後) 살포하여 제2실리카샌드층을 형성하는 제4단계와,A silica sand having a particle diameter of 5 to 40 meshes is first sprayed on the second epoxy mixture layer or the second urethane mixture layer and then a silica sand having a particle diameter of 20 to 60 mesh is applied To form a second silica sand layer,
상기 제2실리카샌드층 상에 에폭시 또는 우레탄, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1의 실리카분말의 혼합물을 도포하여 커버층을 형성하는 제5단계로 이루어지는 것이 특징이다.A mixture of epoxy or urethane, a stone powder having a particle diameter of 2 to 350 占 퐉 and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 占 퐉 and an apparent specific gravity of 0.03 to 0.1 was applied on the second silica- And a fifth step of forming the second electrode.
본 발명은 다양한 변경을 가할 수 있고 여러 가지 실시예를 가질 수 있는 바, 이하에서는 본 발명의 바람직한 형태의 방법을 예시하고 이에 기하여 본 발명을 상세하게 설명하고자 한다. 그러나 이는 본 발명을 예시된 형태만으로 한정하려는 것이 아니며, 본 발명의 사상 및 기술 범위는 예시된 형태의 통상적인 변경이나 균등물 내지 대체물까지 포함한다.While the present invention has been described in connection with the preferred embodiments thereof, it will be understood by those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention as defined by the appended claims. It should be understood, however, that there is no intention to limit the invention to the form just described, and the spirit and scope of the present invention encompasses the ordinary variations, equivalents, and alternatives of the illustrated forms.
도 1은 본 발명에 따른 방수바닥재의 시공 방법에 따라 형성된 방수바닥재의 단면도(a) 및 평면도(b)이다.1 is a cross-sectional view (a) and a plan view (b) of a waterproof floor material formed according to a method of constructing a waterproof floor material according to the present invention.
도 1을 참조하는 바와 같이 본 발명에 따른 방수바닥재의 시공 방법은, 크게 바닥면(10) 상에 제1에폭시혼합물층 또는 제1우레탄혼합물층(20)을 형성하는 제1단계와, 제1실리카샌드층(30)을 형성하는 제2단계와, 제2에폭시혼합물층 또는 제2우레탄혼합물층(40)을 형성하는 제3단계와, 제2실리카샌드층(50)을 형성하는 제4단계 및 커버층(60)을 형성하는 제5단계로 대별된다.1, the method for manufacturing a waterproof flooring according to the present invention includes a first step of forming a first epoxy mixture layer or a first urethane mixture layer 20 on a floor surface 10, A second step of forming a silica sand layer 30, a third step of forming a second epoxy mixture layer or a second urethane mixture layer 40, a fourth step of forming a second silica sand layer 50, And a fifth step of forming a cover layer (60).
상기 제1단계는, 주차장이나 공장, 도로, 옥상 등의 바닥면(10) 상에 에폭시(1), 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤파우더(2) 및 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1의 실리카분말(3)의 혼합물을 도포하여 제1에폭시혼합물층(20)을 형성하거나, 또는 상기 바닥면(10) 상에 우레탄(1'), 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤파우더(2) 및 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1의 실리카분말(3)의 혼합물을 도포하여 제1우레탄혼합물층(20)을 형성하는 공정이다.The first step is to form an epoxy 1 on a bottom surface 10 of a car park, a factory, a road or a roof, a stone powder 2 having an apparent specific gravity of 1.2 and a particle diameter of 13 to 265 Or a mixture of silica powders 3 having an apparent specific gravity of 0.03 to 0.1 to form a first epoxy mixture layer 20 or a urethane 1 ' A step of forming a first urethane mixture layer 20 by applying a mixture of a stone powder 2 having an apparent specific gravity of 1.2 to 350 탆 and an apparent specific gravity of 1.2 and a silica powder 3 having a particle diameter of 13 to 265 탆 and an apparent specific gravity of 0.03 to 0.1 to be.
상기 저비중 실리카분말(3)은 도 3을 참조하는 바와 같이 입경이 13 ~ 265㎛의 입자가 분산된 것을 선택하는 것이 바람직하고, 이와 같은 저비중 입자가 분포된 저비중 실리카분말(3)의 겉보기 비중은 하기의 표 1과 같이 0.04로 측정되었다(도 3 및 표 1의 결과치는 저비중 실리카분말을 대상으로 한 한국화학융합시험연구원(KTR)의 시험 결과치임).The low specific gravity silica powder (3) is preferably selected such that particles having a particle diameter of 13 to 265 μm are dispersed as shown in FIG. 3, and the low specific gravity silica powder (3) The apparent specific gravity was measured to be 0.04 as shown in Table 1 below. (The results in FIG. 3 and Table 1 are the results of the KTR test conducted on the low specific gravity silica powder).
또한 상기 스톤파우더(2)는 도 4를 참조하는 바와 같이 입경이 2 ~ 350㎛의 입자가 분산된 것을 선택하는 것이 바람직하고, 이와 같은 입자가 분포된 스톤파우더(2)의 겉보기 비중은 하기의 표 2와 같이 1.2로 측정되었다(도 4 및 표 2의 결과치는 스톤파우더를 대상으로 한 한국화학융합시험연구원(KTR)의 시험 결과치임). 4, it is preferable to select the above-mentioned stone powder 2 in which particles having a particle size of 2 to 350 μm are dispersed, and the apparent specific gravity of the stone powder 2 in which such particles are distributed is selected from the following The results are shown in Table 2. As shown in FIG. 4 and Table 2, the results are the test results of KTR (Korean Chemical Fusion Test Institute) for stone powder.
시험결과Test result
시험항목Test Items 단위unit 시류구분Classification 결과치Results 시험방법Test Methods
겉보기비중(*)Apparent weight (*) -- -- 0.040.04 KS M 0602 : 2010(준용)KS M 0602: 2010 (Application)
시험결과Test result
시험항목Test Items 단위unit 시류구분Classification 결과치Results 시험방법Test Methods
겉보기비중Apparent specific gravity -- -- 1.201.20 KS M 0602 : 2010KS M 0602: 2010
상기 실리카분말(3)은 물의 비중 1에 비하여 1/10 이하로 현저히 낮으므로 액상인 에폭시(1) 또는 우레탄(1')과 혼합되면 실리카분말(3)이 고체 분말이지만 에폭시(1) 또는 우레탄(1') 내에서 에멀젼 형태로 분산되어 에폭시(1) 또는 우레탄(1')이 아래로 흘러내리지 않고 오히려 비중이 낮은 실리카분말(3)을 중심으로 부양하는 역할을 하기 때문에 에폭시(1) 또는 우레탄(1')의 흘러내림 현상을 방지할 수 있고, 그에 따라 시간이 경과하여 경화되었을 때 스톤분말(2) 전체가 에폭시(1) 또는 우레탄(1')에 의해 커버되어 스톤분말(2)이 외부 표면에 노출되지 않는다.Since the silica powder 3 is significantly lower than the specific gravity 1 of water to 1/10 or less, when the silica powder 3 is mixed with the liquid epoxy 1 or the urethane 1 ', the silica powder 3 is a solid powder but the epoxy 1 or urethane (1) or urethane (1 ') is dispersed in the form of an emulsion in the epoxy resin (1') so that the epoxy (1) or the urethane (1 ') does not flow down and floats around the silica powder (3) The entirety of the stone powder 2 is covered with the epoxy 1 or the urethane 1 'when the cured product is cured with the lapse of time, so that the stone powder 2 is completely covered with the epoxy 1 or the urethane 1' Is not exposed to the outer surface.
겉보기비중이 0.03보다 낮은 실리카분말은 제조가 어렵기 때문에 바람직하지 않고, 반대로 0.1보다 크면 상대적으로 비중이 커서 부양 성능이 저하되므로 바람직하지 않다.A silica powder having an apparent specific gravity of less than 0.03 is not preferable because it is difficult to manufacture. Conversely, a silica powder having an apparent specific gravity higher than 0.1 is not preferred because the specific gravity is relatively large and the floatation performance is lowered.
여기서 상기 에폭시(1), 스톤분말(2) 및 실리카분말(3)의 배합비는 에폭시 1 부피비에 대하여 각각 스톤분말 0.05~ 0.3 부피비, 실리카분말 0.05 ~ 0.2의 부피비로 배합될 수 있으며, 특히 에폭시(1), 실리카분말(3)의 배합비는 1 : 0.05 ~ 0.2의 부피비로 배합되는 것이 바람직하고, 이와 마찬가지로 상기 우레탄(1'), 스톤분말(2) 및 실리카분말(3)의 배합비는 우레탄 1 부피비에 대하여 각각 스톤분말 0.05 ~ 0.3 부피비, 실리카분말 0.05 ~ 0.2의 부피비로 배합될 수 있으며, 특히 우레탄(1'), 실리카분말(3)의 배합비는 1 : 0.05 ~ 0.2의 부피비로 배합되는 것이 바람직하다.The mixing ratio of the epoxy (1), the stone powder (2) and the silica powder (3) may be formulated in a volume ratio of 0.05 to 0.3 parts by volume of the stone powder and 0.05 to 0.2 parts by volume of the epoxy resin, The mixing ratio of the urethane (1 '), the stone powder (2) and the silica powder (3) is preferably in the range of 1: 0.05 to 0.2, (1 ') and silica powder (3) are mixed in a volume ratio of 1: 0.05 to 0.2, in particular, in a volume ratio of 0.05 to 0.3 volume of a stone powder to a volume ratio of 0.05 to 0.2 of a silica powder with respect to a volume ratio desirable.
에폭시(1) 또는 우레탄(1') 1 부피비에 대하여 실리카분말(3)의 비율이 0.2 부피비보다 많이 혼합되면 유동성이 저하되어 도포성이 좋지 않고, 0.05 부피비보다 적게 혼합되면 부양성 제어가 되지 않아 목적하는 바와 같이 에폭시 또는 우레탄이 가라앉게 되어 부양 성능을 가질 수 없다. When the ratio of the silica powder (3) to the volume ratio of the epoxy (1) or the urethane (1 ') is more than 0.2 volume ratio, the fluidity is lowered and the coating property is poor. When the mixing ratio is less than 0.05 volume ratio, The epoxy or urethane is submerged as desired and can not have floating performance.
상기 제2단계는, 상기 제1에폭시혼합물층 또는 제1우레탄혼합물층(20) 상에 입경이 5~40메시(mesh)의 실리카샌드(4)를 선(先) 살포한 다음, 입경이 20~60메시(mesh)의 실리카샌드(4)를 후(後) 살포하여 제1실리카샌드층(30)을 형성하는 공정이다.The second step is to spray a silica sand (4) having a particle diameter of 5 to 40 mesh on the first epoxy mixture layer or the first urethane mixture layer (20) And then spraying a silica sand 4 of 60 mesh to form a first silica sand layer 30.
이때 상기 제2단계에서 후 살포되는 실리카샌드(4)의 입경이 선 살포되는 실리카샌드(4)의 입경보다 작은 것이 바람직하며, 이 경우 선 살포된 대입경의 실리카샌드 사이사이의 공간에 후 살포된 소입경의 실리카샌드가 충진되어 실리카샌드의 밀도가 높아지는 동시에 후속 도포되는 에폭시혼힙물이나 우레탄혼합물의 유동성이 억제되고 실리카샌드와 실리카샌드 사이의 공극이 감소하여 견고한 도막층을 형성할 수 있다.In this case, it is preferable that the particle size of the silica sand (4) to be sprayed after the second step is smaller than the particle size of the silica sand (4) to be sprayed. In this case, The silica sand of small particle size is filled to increase the density of the silica sand while the fluidity of the subsequently applied epoxy horn or urethane mixture is suppressed and the gap between the silica sand and silica sand is reduced to form a solid coating layer.
상기 제3단계는 제2단계인 제1실리카샌드층(30) 위에 제1단계의 에폭시혼합물 또는 우레탄혼합물, 즉, 에폭시(1), 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말(2) 및 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1의 실리카분말(3)의 혼합물을 도포하여 제2에폭시혼합물층(40)을 형성하거나, 또는 우레탄(1'), 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말(2) 및 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1의 실리카분말(3)의 혼합물을 도포하여 제2우레탄혼합물층(40)을 형성하는 공정이다.In the third step, a first stage epoxy mixture or urethane mixture, that is, an epoxy (1), a stone powder having a particle size of 2 to 350 μm and an apparent specific gravity of 1.2 is formed on the first silica sand layer (30) 2 or a mixture of the silica powder 3 having a particle diameter of 13 to 265 μm and an apparent specific gravity of 0.03 to 0.1 to form a second epoxy mixture layer 40 or a urethane 1 ' A step of forming a second urethane mixture layer 40 by applying a mixture of a stone powder 2 having an apparent specific gravity of 1.2 to 350 탆 and an apparent specific gravity of 1.2 and a silica powder 3 having a particle diameter of 13 to 265 탆 and an apparent specific gravity of 0.03 to 0.1 to be.
제3단계의 제2에폭시혼합물층 또는 제2우레탄혼합물층(40)이 제2단계의 제1실리카샌드층(30) 위에 도포될 때에 에폭시(1) 또는 우레탄(1')이 아래로 흘러내리지 않고 도포된 상태에서 제2단계의 실리카샌드(4) 주위를 감싸듯이 일정 도막두께를 유지하게 해 줌으로 인해 후속 살포되는 제4단계의 실리카샌드(4)가 제2단계 실리카샌드(4)와 결합을 견고하게 유지할 수 있게 되며, 이것이 본 발명의 핵심기술이다.When the second epoxy mixture layer or the second urethane mixture layer 40 of the third stage is applied onto the first silica sand layer 30 of the second stage, the epoxy 1 or the urethane 1 ' The silica sand 4 of the fourth step to be sprayed next is kept in contact with the second-stage silica sand 4 and the second-stage silica sand 4 because the silica sand 4 is wrapped around the second- The bonding can be maintained firmly, which is a core technology of the present invention.
만약 본 발명의 에폭시혼합물 또는 우레탄혼합물이 아닌 일반 에폭시 또는 우레탄을 도포한다면 제2단계 제1실리카샌드층(4)에 도포된 일반 에폭시 또는 우레탄은 곧바로 흘러내려 실리카샌드(4) 주위를 감싸듯이 일정 두께의 도막을 형성할 수 없고 에폭시(1) 또는 우레탄(1')을 묻히는 정도의 수준이므로 향 후 살포되는 제4단계의 실리카샌드(4)와 제2단계의 실리카샌드(4)의 접착력이 매우 저하되어 주차장이나 도로의 차량통행 등의 하중에 장시간 견디지 못하게 된다.If the general epoxy or urethane is applied instead of the epoxy mixture or urethane mixture of the present invention, the general epoxy or urethane applied to the second silica sand layer (4) immediately flows down to the silica gel (4) The adhesion strength between the silica sand 4 of the fourth step and the silica sand 4 of the second step which are spread after the incineration is at a level that the epoxy 1 or the urethane 1 ' So that the vehicle can not withstand a load such as a traffic in a parking lot or a road for a long time.
상기 제4단계는, 상기 제2에폭시혼합물층 또는 제2우레탄혼합물층(40) 상에 입경이 5~40메시(mesh)의 실리카샌드(4)를 선(先) 살포한 다음, 입경이 20~60메시(mesh)의 실리카샌드(4)를 후(後) 살포하여 제2실리카샌드층(50)을 형성하는 공정이다.In the fourth step, a silica sand (4) having a particle diameter of 5 to 40 mesh is preliminarily sprayed on the second epoxy mixture layer or the second urethane mixture layer (40) And then the second silica sand layer 50 is formed by spraying a silica sand 4 of 60 mesh.
이때 상기 제4단계(S2)에서 후 살포되는 실리카샌드(4)의 입경이 선 살포되는 실리카샌드(4)의 입경보다 작은 것이 바람직하며, 이 경우 선 살포된 대입경의 실리카샌드(4) 사이사이의 공간에 소입경의 실리카샌드(4)가 충진되어 제2실리카샌드층(50)의 밀도가 높아지는 동시에 후속 도포되는 에폭시혼합물이나 우레탄혼합물의 유동성이 억제되고 실리카샌드와 실리카샌드의 공극이 줄어들어 견고한 도막층을 형성할 수 있다. In this case, the particle size of the silica sand 4 to be sprayed after the fourth step S2 is preferably smaller than the particle size of the silica sand 4 to be sprayed. In this case, The silica sand 4 having a small particle diameter is filled in the space of the second silica sand layer 50 so that the density of the second silica sand layer 50 is increased and the fluidity of the subsequently applied epoxy mixture or urethane mixture is suppressed and the voids of the silica sand and silica sand are reduced, A coating film layer can be formed.
상기 제1단계 및 제2단계는 1회 공정만으로도 가능하기 때문에 상기 제3단계 및 제4단계를 생략된 후 곧바로 제5단계가 수행될 수 있으며, 또한 시공 환경이나 내구성 고려 혹은 기후 등 여러가지 상황에 따라 제3단계 내지 제4단계가 1회 또는 그 이상 더 반복할 수 있다.Since the first step and the second step can be performed only by one step, the fifth step can be performed immediately after the third and fourth steps are omitted. In addition, the present invention can be applied to various situations such as a construction environment, Accordingly, the third to fourth steps may be repeated one or more times.
상기 제5단계는, 상기 제2실리카샌드층(50)[또는 제3단계와 제4단계가 생략된 경우, 제1실리카샌드층(30)] 상에 에폭시(1)와 우레탄(1') 중 어느 하나, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말(2) 및 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1의 실리카분말(3)의 혼합물을 각각 도포하여 커버층(60)을 형성하는 공정이다.The fifth step is a step in which the epoxy 1 and the urethane 1 'are coated on the second silica sand layer 50 (or the first silica sand layer 30 when the third and fourth steps are omitted) (2) having a particle diameter of 2 to 350 占 퐉 and an apparent specific gravity of 1.2, and a silica powder (3) having an apparent specific gravity of 0.03 to 0.1 with a particle diameter of 13 to 265 占 퐉, 60 are formed.
상기 실리카분말(3)은 물의 비중 1에 비하여 1/10 이하로 현저히 낮으므로 액상 접착제인 에폭시(1) 또는 우레탄(1')과 혼합되면 실리카분말이 고체 분말이지만 에폭시(1) 또는 우레탄(1') 내에서 에멀젼 형태로 분산되어 에폭시(1) 또는 우레탄(1')이 아래로 흘러내리지 않고 오히려 비중이 낮은 실리카분말을 중심으로 부양하는 역할을 하기 때문에 에폭시(1) 또는 우레탄(1')의 흘러내림 현상을 억제할 수 있고, 그에 따라 시간이 경과하여 에폭시(1) 또는 우레탄(1')이 경화되었을 때 스톤분말(2) 전체가 에폭시 또는 우레탄에 의해 커버됨으로써 스톤분말(2)이 외부로 노출되는 것을 최소화하고 실리카샌드(4) 주위에 일정 두께의 도막을 유지할 수 있다.Since the silica powder (3) is significantly lower than the specific gravity of water (1) by 1/10 or less, when the silica powder is mixed with the epoxy (1) or the urethane (1 ') as a liquid adhesive, the silica powder is a solid powder, The epoxy (1) or urethane (1 ') is dispersed in the form of an emulsion in the epoxy (1) or the urethane (1') because it plays a role of lifting up the silica powder having a low specific gravity, When the epoxy 1 or the urethane 1 'is hardened, the whole of the stone powder 2 is covered with epoxy or urethane so that the stone powder 2 can be prevented from falling off, It is possible to minimize exposure to the outside and to maintain a film of a certain thickness around the silica sand 4.
여기서 상기 에폭시, 스톤분말(2) 및 실리카분말(3)의 배합비는 에폭시 1 부피비에 대하여 스톤분말 0.05~0.3 부피비, 실리카분말 0.05~0.2 부피비로 배합될 수 있으며, 특히 에폭시, 실리카분말의 배합비는 1 : 0.05~0.2 부피비로 배합되는 것이 바람직하고, 이와 마찬가지로 우레탄, 스톤분말(2) 및 실리카분말(3)의 배합비는 우레탄 1 부피비에 대하여 스톤분말 0.05~0.3 부피비, 실리카분말 0.05~0.2 부피비로 배합될 수 있으며, 특히 우레탄, 실리카분말의 배합비는 1 : 0.05~0.2 부피비로 배합되는 것이 바람직하다.The mixing ratio of the epoxy, the stone powder (2) and the silica powder (3) may be from 0.05 to 0.3 parts by volume of the stone powder and from 0.05 to 0.2 parts by volume of the silica powder with respect to the volume ratio of the epoxy resin. Particularly, The mixing ratio of the urethane, the stone powder (2) and the silica powder (3) is preferably 0.05 to 0.3 volume ratio of the stone powder to the volume ratio of 1 volume of the urethane, and 0.05 to 0.2 volume ratio of the silica powder The blending ratio of urethane and silica powder is preferably 1: 0.05 to 0.2 volume ratio.
에폭시 또는 우레탄 1 부피비에 대하여 실리카분말(3)의 비율이 0.2 부피비보다 많이 혼합되면 유동성이 저하되어 도포성이 좋지 않고, 0.05 부피비보다 적게 혼합되면 부양성 제어가 되지 않아 목적하는 바와 같이 에폭시 또는 우레탄의 부양성능을 기대할 수 없다.When the ratio of the silica powder (3) to the epoxy resin or urethane resin is more than 0.2 volume ratio, the fluidity is lowered and the coating property is poor. When the amount is less than 0.05 volume ratio, the negative control is not effected. Can not be expected.
도 2는 본 발명의 제2실시예에 따른 방수바닥재의 시공 방법에 따라 형성된 방수바닥재의 단면도이다.FIG. 2 is a cross-sectional view of a waterproof floor material formed according to a method of constructing a waterproof floor material according to a second embodiment of the present invention.
도 2를 참조하는 바와 같이 본 발명의 제2실시예는, 에폭시(1), 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말(2), 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1인 실리카분말(3), 입경이 5~40메시(mesh)의 실리카샌드(4) 및 입경이 20~60메시(mesh)의 실리카샌드(4)를 한꺼번에 혼합한 것, 또는 우레탄(1'), 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말(2), 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1인 실리카분말(3), 입경이 5~40메시(mesh)의 실리카샌드(4) 및 입경이 20~60메시(mesh)의 실리카샌드(4)를 한꺼번에 혼합한 것을 한 번에 아스팔트나 콘크리트 바닥면 위에 미장 도포하는 시공방법이다.2, the second embodiment of the present invention is an epoxy resin composition comprising an epoxy (1), a stone powder (2) having a particle diameter of 2 to 350 μm and an apparent specific gravity of 1.2, a particle diameter of 13 to 265 μm and an apparent specific gravity of 0.03 A silica powder 4 having a particle diameter of 5 to 40 mesh and a silica sand 4 having a particle diameter of 20 to 60 mesh are mixed together or a urethane 1 (2) having a particle diameter of 2 to 350 μm and an apparent specific gravity of 1.2, a silica powder (3) having an apparent specific gravity of 0.03 to 0.1 and a particle diameter of 13 to 265 μm, a particle diameter of 5 to 40 mesh, Of silica sand (4) and silica sand (4) having a particle size of 20 to 60 mesh are mixed together at one time to coat the floor of asphalt or concrete.
여기서 상기 에폭시(1), 스톤분말(2) 및 실리카분말(3)의 혼합물을 에폭시혼합물이라 칭하고, 상기 우레탄(1'), 스톤분말(2) 및 실리카분말(3)의 혼합물을 우레탄혼합물이라 칭하며, 이때 에폭시혼합물의 배합비는 에폭시 1 부피비에 대하여 스톤분말 0.05~0.3 부피비, 실리카분말 0.05~0.2 부피비로 배합될 수 있고, 우레탄 혼합물의 배합비는 우레탄 1 부피비에 대하여 스톤분말 0.05~0.3 부피비, 실리카분말 0.05~0.2 부피비로 배합될 수 있다.The mixture of the epoxy (1), the stone powder (2) and the silica powder (3) is referred to as an epoxy mixture and the mixture of the urethane (1 ' , Wherein the mixing ratio of the epoxy mixture may be from 0.05 to 0.3 parts by volume of the stone powder and from 0.05 to 0.2 parts by volume of the silica powder with respect to the volume ratio of the epoxy resin to one part by volume of the urethane mixture. The blending ratio of the urethane mixture is 0.05 to 0.3 parts by volume of the stone powder, The powder may be formulated in a 0.05 to 0.2 volume ratio.
입경이 5~40메시(mesh)인 실리카샌드(4)와 입경이 20~60메시(mesh)인 실리카샌드(4)의 혼합물을 실리카샌드혼합물이라 부르고 실리카샌드혼합물의 배합비는 30~70 부피비 : 70~30 부피비로 배합될 수 있다.A mixture of a silica sand (4) having a particle diameter of 5 to 40 mesh and a silica sand (4) having a particle diameter of 20 to 60 mesh is referred to as a silica sand mixture. The mixing ratio of the silica sand mixture is 30 to 70 volume ratio: 70 to 30 volume ratio.
에폭시혼합물과 실리카샌드혼합물의 배합비, 그리고 우레탄혼합물과 실리카샌드혼합물의 배합비는 각각 1 : 2~5 부피비로 정할 수 있다.The mixing ratio of the epoxy mixture to the silica sand mixture, and the blending ratio of the urethane mixture and the silica sand mixture may be set to 1: 2 to 5 volume ratio, respectively.
한편, 본 발명은 아스팔트나 콘크리트 바닥의 크렉을 보수하는 시공 방법을 제공한다.Meanwhile, the present invention provides a construction method for repairing asphalt or concrete cracks.
이를 위해, 에폭시(1), 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말(2), 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1인 실리카분말(3), 입경이 40 ~ 890㎛이고 겉보기비중이 1.27의 실리카샌드를 한꺼번에 혼합한 에폭시샌드혼합물을 한 번에 아스팔트나 콘크리트 바닥 위의 크렉에 충진하거나, 또는 우레탄(1'), 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말(2), 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1인 실리카분말(3), 입경이 40 ~ 890㎛이고 겉보기비중이 1.27의 실리카샌드를 한꺼번에 혼합한 우레탄샌드혼합물을 한 번에 상기 크렉에 충진하여 시공될 수 있다.(2) a silica powder (2) having an apparent specific gravity of 1.2, a silica powder (3) having an apparent specific gravity of 0.03 to 0.1 and a particle diameter of 40 to 40 nm, (1 ') having a particle size of 2 to 350 μm and an apparent specific gravity of 1.2 or more and an apparent specific gravity of 1.27 or a silica sand having an apparent specific gravity of 1.27 are filled in a crick on an asphalt or concrete floor at one time, , A silica powder (3) having a particle diameter of 13 to 265 占 퐉 and an apparent specific gravity of 0.03 to 0.1, a silica sand mixture having a particle diameter of 40 to 890 占 퐉 and an apparent specific gravity of 1.27 Can be filled in the crick as shown in FIG.
상기 실리카샌드는 도 5를 참조하는 바와 같이 입경이 40 ~ 890㎛의 입자가 분산된 것을 선택하는 것이 바람직하고, 이와 같은 입자가 분포된 실리카샌드의 겉보기 비중은 하기의 표 3과 같이 1.27로 측정되었다(도 5 및 표 3의 결과치는 실리카샌드를 대상으로 한 한국화학융합시험연구원(KTR)의 시험 결과치임).5, it is preferable to select the silica sand dispersed with particles having a particle diameter of 40 to 890 탆, and the apparent specific gravity of the silica sand in which such particles are dispersed is measured as 1.27 as shown in Table 3 below (The results in Figs. 5 and 3 are the test results of KTR (Korea Chemical Fusion Test Institute) for silica sand).
시험결과Test result
시험항목Test Items 단위unit 시류구분Classification 결과치Results 시험방법Test Methods
겉보기비중Apparent specific gravity -- -- 1.271.27 KS M 0602 : 2010KS M 0602: 2010
여기서 에폭시 1 부피비에 대하여 스톤분말 0.05~0.3 부피비, 실리카분말 0.05~0.2 부피비로 배합하여 에폭시 혼합물을 형성하거나, 또는 우레탄 1 부피비에 대하여 스톤분말 0.05~0.3 부피비, 실리카분말 0.05~0.2 부피비로 배합하여 우레탄 혼합물을 형성한 다음,Here, an epoxy mixture is formed by mixing 0.05 to 0.3 parts by volume of a stone powder and 0.05 to 0.2 parts by volume of a silica powder, or 0.05 to 0.3 parts by volume of a stone powder and 0.05 to 0.2 parts by volume of silica powder with respect to 1 part by volume of an urethane, After forming the urethane mixture,
상기 에폭시혼합물 1 부피비에 대하여 실리카샌드 2~5 부피비를 배합하여 상기 에폭시샌드혼합물을 형성하거나, 또는 우레탄혼합물 1 부피비에 대하여 실리카샌드 2~5 부피비를 배합하여 상기 우레탄샌드혼합물을 형성할 수 있다. The epoxy sand mixture may be formed by blending 2 to 5 parts by volume of the silica sand with 1 part by volume of the epoxy mixture. Alternatively, the urethane sand mixture may be formed by blending 2 to 5 parts by volume of the silica sand with 1 part by volume of the urethane mixture.
상술한 설명은 본 발명의 기술 사상을 보인 한정된 실시 예에 따라 설명하였으나, 본 발명은 특정의 실시 예나 재질, 수치에 한정되지 아니하며, 실시 예들의 구성요소 일부를 변경, 혼합하는 등, 특허청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 발명이 속하는 기술 분야에서 통상의 지식을 가진 자에 의해 다양한 변형실시가 가능하고, 그러한 변형 실시는 본 발명의 기술적 사상이나 전망으로부터 개별적으로 이해되어서는 안 될 것이다.While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments, but, on the contrary, It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the present invention as defined by the appended claims. It will not.

Claims (7)

  1. 바닥면 상에 에폭시, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13~265㎛이고 겉보기비중이 0.03~0.1의 실리카분말의 혼합물을 도포하여 제1에폭시혼합물층을 형성하거나, 바닥면 상에 우레탄, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13~265㎛이고 겉보기비중이 0.03~0.1의 실리카분말의 혼합물을 도포하여 제1우레탄혼합물층을 형성하는 제1단계;A mixture of epoxy, a stone powder having a particle size of 2 to 350 占 퐉 and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 占 퐉 and an apparent specific gravity of 0.03 to 0.1 is applied on the bottom surface to form a first epoxy mixture layer , Urethane on the bottom surface, a mixture of a stone powder having a particle diameter of 2 to 350 탆 and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 탆 and an apparent specific gravity of 0.03 to 0.1 to form a first urethane mixture layer ;
    상기 제1에폭시혼합물층 또는 제1우레탄혼합물층 위에 입경이 5~40메시(mesh)의 실리카샌드를 선(先) 살포한 다음, 입경이 20~60메시(mesh)의 실리카샌드를 후(後) 살포하여 제1실리카샌드층을 형성하는 제2단계;A silica sand having a particle diameter of 5 to 40 mesh is sprayed on the first epoxy mixture layer or the first urethane mixture layer and then a silica sand having a particle diameter of 20 to 60 mesh is applied ) To form a first silica sand layer;
    상기 제1실리카샌드층 상에 에폭시, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13~265㎛이고 겉보기비중이 0.03~0.1의 실리카분말의 혼합물을 도포하여 제2에폭시혼합물층을 형성하거나, 상기 제1실리카샌드층 상에 우레탄, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13~265㎛이고 겉보기비중이 0.03~0.1의 실리카분말의 혼합물을 도포하여 제2우레탄혼합물층을 형성하는 제3단계;A mixture of epoxy, a stone powder having a particle diameter of 2 to 350 占 퐉 and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 占 퐉 and an apparent specific gravity of 0.03 to 0.1 was applied on the first silica sand layer to form a second epoxy mixture Or a mixture of urethane on the first silica sand layer, a stone powder having a particle diameter of 2 to 350 μm and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 μm and an apparent specific gravity of 0.03 to 0.1 A third step of forming a second urethane mixture layer;
    상기 제2에폭시혼합물층 또는 제2우레탄혼합물층 위에 입경이 5~40메시(mesh)의 실리카샌드를 선(先) 살포한 다음, 입경이 20~60메시(mesh)의 실리카샌드를 후(後) 살포하여 제2실리카샌드층을 형성하는 제4단계;A silica sand having a particle diameter of 5 to 40 mesh is sprayed on the second epoxy mixture layer or the second urethane mixture layer and then a silica sand having a particle diameter of 20 to 60 mesh is applied ) To form a second silica sand layer;
    에폭시와 우레탄 중 어느 하나에 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13~265㎛이고 겉보기비중이 0.03~0.1의 실리카분말의 혼합물을 상기 제2실리카샌드층 상에 도포하여 커버층을 형성하는 제5단계로 이루어지되,A mixture of a mixture of a stone powder having a particle size of 2 to 350 mu m and an apparent specific gravity of 1.2 and a silica powder having a particle size of 13 to 265 mu m and an apparent specific gravity of 0.03 to 0.1 in either epoxy or urethane was applied onto the second silica sand layer And a fifth step of forming a cover layer,
    에폭시, 스톤분말 및 실리카분말은 에폭시 1 부피비에 대하여 스톤분말 0.05~ 0.3 부피비, 실리카분말 0.05~ 0.2 부피비로 배합되고,The epoxy, the stone powder and the silica powder are blended in a ratio of 0.05 to 0.3 by volume of the stone powder and 0.05 to 0.2 by volume of the silica powder with respect to the volume ratio of the epoxy 1,
    우레탄, 스톤분말 및 실리카분말은 우레탄 1 부피비에 대하여 스톤분말 0.05~ 0.3 부피비, 실리카분말 0.05~ 0.2 부피비로 배합된 것을 특징으로 하는 바닥재의 시공방법.Wherein the urethane, the stone powder and the silica powder are mixed at a ratio of 0.05 to 0.3 parts by volume of the stone powder and 0.05 to 0.2 parts by volume of the silica powder with respect to the volume ratio of the urethane.
  2. 청구항 1에 있어서, The method according to claim 1,
    상기 제2단계 및 제4단계에서 각각 후 살포되는 실리카샌드의 입경이 선 살포되는 실리카샌드의 입경보다 작은 것을 특징으로 하는 바닥재의 시공 방법.Wherein the particle size of the silica sand to be sprayed after the second and fourth steps is smaller than the particle size of the silica sand to be sprayed.
  3. 청구항 1에 있어서, The method according to claim 1,
    상기 제3단계 및 제4단계는 생략되고, 제2단계 후 제5단계가 수행되는 것을 특징으로 하는 바닥재의 시공 방법.Wherein the third step and the fourth step are omitted, and the fifth step is performed after the second step.
  4. 청구항 1에 있어서, The method according to claim 1,
    상기 제3단계 및 제4단계 후 제3단계와 제4단계를 한 번 또는 그 이상 더 수행하고, 제5단계가 수행되는 것을 특징으로 하는 바닥재의 시공 방법.Wherein the third step and the fourth step are performed one or more times in the third and fourth steps, and the fifth step is performed.
  5. 에폭시, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말, 입경이 13~265㎛이고 겉보기비중이 0.03~0.1인 실리카분말, 입경이 5~40메시인 실리카샌드, 입경이 20~60메시인 실리카샌드가 배합된 혼합물을 바닥면에 미장도포하되, 에폭시 1 부피비에 대하여 스톤분말 0.05~0.3 부피비, 실리카분말 0.05~0.2 부피비가 배합되어 에폭시 혼합물을 형성하거나,An epoxy, a stone powder having a particle diameter of 2 to 350 μm and an apparent specific gravity of 1.2, a silica powder having a particle diameter of 13 to 265 μm and an apparent specific gravity of 0.03 to 0.1, a silica sand having a particle diameter of 5 to 40 mesh, A silica powder is sprayed on the bottom surface, 0.05 to 0.3 parts by volume of a stone powder and 0.05 to 0.2 parts by volume of a silica powder are mixed to form an epoxy mixture,
    우레탄, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말, 입경이 13~265㎛이고 겉보기비중이 0.03~0.1인 실리카분말, 입경이 5~40메시인 실리카샌드, 입경이 20~60메시인 실리카샌드가 배합된 혼합물을 바닥면에 미장도포하되, 우레탄 1 부피비에 대하여 스톤분말 0.05~0.3 부피비, 실리카분말 0.05~0.2 부피비가 배합되어 우레탄 혼합물을 형성하고,Urethane, a stone powder having a particle diameter of 2 to 350 μm and an apparent specific gravity of 1.2, a silica powder having a particle diameter of 13 to 265 μm and an apparent specific gravity of 0.03 to 0.1, a silica sand having a particle diameter of 5 to 40 mesh, By mass of silica powder and 0.05 to 0.2 parts by volume of a silica powder and a silica powder in an amount of 0.05 to 0.3 parts by volume based on 1 part by volume of the urethane are mixed to form a urethane mixture,
    입경이 5~40메시인 실리카샌드와 입경이 20~60메시인 실리카샌드는 30~70 부피비 : 70~30 부피비로 배합되어 실리카샌드 혼합물을 형성하며,A silica sand having a particle diameter of 5 to 40 mesh and a silica sand having a particle diameter of 20 to 60 mesh are mixed at a ratio of 30 to 70 volume ratio: 70 to 30 volume ratio to form a silica sand mixture,
    상기 에폭시 혼합물과 실리카샌드 혼합물의 배합비는 1 : 2~5 부피비이고,The mixing ratio of the epoxy mixture to the silica sand mixture is 1: 2 to 5 parts by volume,
    상기 우레탄 혼합물과 실리카샌드 혼합물의 배합비는 1 : 2~5 부피비인 것을 특징으로 하는 바닥재의 시공 방법.Wherein the mixing ratio of the urethane mixture to the silica sand mixture is 1: 2 to 5 volume parts.
  6. 바닥면의 크렉을 보수하기 위한 바닥재로서,As flooring for repairing floor cracks,
    에폭시, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말, 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1인 실리카분말, 입경이 40 ~ 890㎛이고 겉보기비중이 1.27인 실리카샌드가 배합되되, 상기 에폭시 1 부피비에 대하여 스톤분말 0.05~0.3 부피비, 실리카분말 0.05~0.2 부피비가 혼합되어 에폭시 혼합물을 형성하고, 상기 에폭시 혼합물과 상기 실리카샌드는 1 : 2~5부피비로 배합되거나,A silica powder having a particle diameter of 2 to 350 占 퐉 and an apparent specific gravity of 1.2, a silica powder having a particle diameter of 13 to 265 占 퐉 and an apparent specific gravity of 0.03 to 0.1, a silica sand having a particle diameter of 40 to 890 占 퐉 and an apparent specific gravity of 1.27 0.05 to 0.3 volume ratio of the stone powder and 0.05 to 0.2 volume ratio of the silica powder to the epoxy 1 volume ratio are mixed to form an epoxy mixture. The epoxy mixture and the silica sand are mixed in a volume ratio of 1: 2 to 5,
    우레탄, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말, 입경이 13 ~ 265㎛이고 겉보기비중이 0.03 ~ 0.1인 실리카분말, 입경이 40 ~ 890㎛이고 겉보기비중이 1.27인 실리카샌드가 배합되되, 상기 우레탄 1 부피비에 대하여 스톤분말 0.05~0.3 부피비, 실리카분말 0.05~0.2 부피비가 혼합되어 우레탄 혼합물을 형성하고, 상기 우레탄 혼합물과 상기 실리카샌드는 1 : 2~5부피비로 배합된 것을 특징으로 하는 바닥재.Urethane, a silica powder having a particle diameter of 2 to 350 탆 and an apparent specific gravity of 1.2, a silica powder having a particle diameter of 13 to 265 탆 and an apparent specific gravity of 0.03 to 0.1, a silica sand having a particle diameter of 40 to 890 탆 and an apparent specific gravity of 1.27 Wherein 0.05 to 0.3 parts by volume of a stone powder and 0.05 to 0.2 parts by volume of a silica powder are mixed to form a urethane mixture with respect to the volume ratio of the urethane 1 and the urethane mixture and the silica sand are mixed in a volume ratio of 1: Flooring material.
  7. 바닥면에 도포하기 위한 바닥재로서,A flooring material for applying to a floor surface,
    에폭시, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13~265㎛이고 겉보기비중이 0.03~0.1의 실리카분말이 배합되되, 상기 에폭시, 스톤분말 및 실리카분말의 배합비는, 에폭시 1 부피비에 대하여 스톤분말 0.05 ~ 0.3 부피비, 실리카분말 0.05 ~ 0.2 부피비로 배합되거나,An epoxy, a stone powder having a particle diameter of 2 to 350 占 퐉 and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 占 퐉 and an apparent specific gravity of 0.03 to 0.1, wherein the mixing ratio of the epoxy, 0.05 to 0.3 volume ratio of the stone powder and 0.05 to 0.2 volume ratio of the silica powder to the volume ratio of 1,
    우레탄, 입경이 2 ~ 350㎛이고 겉보기비중이 1.2의 스톤분말 및 입경이 13~265㎛이고 겉보기비중이 0.03~0.1의 실리카분말이 배합되되, 상기 우레탄, 스톤분말 및 실리카분말의 배합비는, 우레탄 1 부피비에 대하여 스톤분말 0.05 ~ 0.3 부피비, 실리카분말 0.05 ~ 0.2 부피비로 배합된 것을 특징으로 하는 바닥재.Urethane, a stone powder having a particle diameter of 2 to 350 탆 and an apparent specific gravity of 1.2, and a silica powder having a particle diameter of 13 to 265 탆 and an apparent specific gravity of 0.03 to 0.1, wherein the mixing ratio of the urethane, the stone powder and the silica powder is urethane 0.05 to 0.3 parts by volume of a stone powder and 0.05 to 0.2 parts by volume of a silica powder with respect to a volume ratio of 1: 1.
PCT/KR2018/008028 2017-11-27 2018-07-16 Waterproof flooring material for parking lots, factories, roads or rooftops, and method for constructing same WO2019103270A1 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002020509A (en) * 2000-07-10 2002-01-23 Nippon Shokubai Co Ltd Resin composition for reinforcing concrete structure and method for reinforcing the same
KR100599586B1 (en) * 2005-03-30 2006-07-13 곽주호 Repair agent for cracks of the structure and using method for the same
KR101014655B1 (en) * 2010-09-06 2011-02-16 에프알앤디건설(주) Manufacturing method for silicate-acrylic copolymer and modified concrete for pavement of bridge using the same
KR101323022B1 (en) * 2013-06-28 2013-10-29 로드켐 주식회사 Method of road repairing by using urethane sealant for repairing broken concrete near expansion joint
KR101522505B1 (en) * 2014-09-29 2015-05-21 로드켐 주식회사 Overall repairing method for concrete and asphalt road after repairing cracks by using the overall pavement products

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100912816B1 (en) 2009-03-18 2009-08-18 (주)해안종합건축사사무소 Method of constructing parking-lot floor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002020509A (en) * 2000-07-10 2002-01-23 Nippon Shokubai Co Ltd Resin composition for reinforcing concrete structure and method for reinforcing the same
KR100599586B1 (en) * 2005-03-30 2006-07-13 곽주호 Repair agent for cracks of the structure and using method for the same
KR101014655B1 (en) * 2010-09-06 2011-02-16 에프알앤디건설(주) Manufacturing method for silicate-acrylic copolymer and modified concrete for pavement of bridge using the same
KR101323022B1 (en) * 2013-06-28 2013-10-29 로드켐 주식회사 Method of road repairing by using urethane sealant for repairing broken concrete near expansion joint
KR101522505B1 (en) * 2014-09-29 2015-05-21 로드켐 주식회사 Overall repairing method for concrete and asphalt road after repairing cracks by using the overall pavement products

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