KR20200105577A - Mortar composition using cement mixture and constructing method using it - Google Patents

Mortar composition using cement mixture and constructing method using it Download PDF

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KR20200105577A
KR20200105577A KR1020190023926A KR20190023926A KR20200105577A KR 20200105577 A KR20200105577 A KR 20200105577A KR 1020190023926 A KR1020190023926 A KR 1020190023926A KR 20190023926 A KR20190023926 A KR 20190023926A KR 20200105577 A KR20200105577 A KR 20200105577A
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mortar composition
composition
mortar
cement
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KR102251955B1 (en
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김용석
명흥식
박경훈
이명규
김윤아
서은성
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김윤아
주식회사 가보
서은성
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    • 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
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/04Portland cements
    • CCHEMISTRY; METALLURGY
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    • 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
    • C04B14/06Quartz; Sand
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    • 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
    • C04B14/30Oxides other than silica
    • C04B14/303Alumina
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    • 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
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    • C04B14/30Oxides other than silica
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    • 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
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    • C04B14/305Titanium oxide, e.g. titanates
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    • 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
    • C04B14/30Oxides other than silica
    • C04B14/308Iron oxide
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    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/14Waste materials; Refuse from metallurgical processes
    • C04B18/141Slags
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    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/06Oxides, Hydroxides
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    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/06Oxides, Hydroxides
    • C04B22/062Oxides, Hydroxides of the alkali or alkaline-earth metals
    • C04B22/064Oxides, Hydroxides of the alkali or alkaline-earth metals of the alkaline-earth metals
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    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/04Carboxylic acids; Salts, anhydrides or esters thereof
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    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/26Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B24/2623Polyvinylalcohols; Polyvinylacetates
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    • 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
    • C04B41/50Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials
    • C04B41/5076Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials with masses bonded by inorganic cements
    • C04B41/5079Portland cements
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/32Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
    • E01C7/325Joining different layers, e.g. by adhesive layers; Intermediate layers, e.g. for the escape of water vapour, for spreading stresses
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/12Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
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    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/10Accelerators; Activators
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    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/20Retarders
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    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
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    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/30Water reducers, plasticisers, air-entrainers, flow improvers
    • C04B2103/34Flow improvers
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
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    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/44Thickening, gelling or viscosity increasing agents
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    • 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
    • C04B2103/54Pigments; Dyes
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

The present invention relates to a mortar composition using a cement mixture and a construction method using the same. The present invention provides a mortar composition using a cement mixture, comprising: 5 to 15 wt% of a primary composition; 20 to 35 wt% of normal Portland cement; 50 to 65 wt% of silica sand; and 5 to 13 wt% of slag, wherein the primary composition includes 30 to 49 wt% of calcium oxide (CaO), 20 to 35 wt% of aluminum oxide (Al_2O_3), 14 to 28 wt% of sulfur trioxide (SO_3), 2 to 10 wt% of iron oxide (Fe_2O_3), 2 to 10 wt% of magnesium oxide (MgO), 1 to 5 wt% of titanium dioxide (TiO_2), 0.2 to 5 wt% of tartaric acid (C_4H_6O_6), and 0.1 to 5 wt% of polyvinyl alcohol. The mortar composition of the present invention has excellent adhesion and less cracking, and enables quick construction even if applied thinly to parts where cement is to be applied, such as a parking lot, factory roof waterproofing or the like.

Description

시멘트 혼합물을 이용한 모르타르 조성물 및 이를 이용한 시공방법{Mortar composition using cement mixture and constructing method using it}Mortar composition using cement mixture and constructing method using it}

본 발명은 시멘트 혼합물을 이용한 모르타르 조성물 및 이를 이용한 시공방법에 관한 것으로, 보다 상세하게는 주차장, 공장 옥상 방수 등 시멘트를 시공할 부분에 얇게 시공하여 부착력이 우수하고 갈라짐이 적으며 높은 강도와 빠른 시공을 할 수 있는 모르타르 조성물과 이를 이용한 시공방법에 관한 것이다.The present invention relates to a mortar composition using a cement mixture and a construction method using the same, and in more detail, it is thinly applied to a part to be installed such as a parking lot and a factory roof waterproofing, so that adhesion is excellent, cracking is small, high strength and fast construction It relates to a mortar composition and a construction method using the same.

모르타르(mortar)는 시멘트와 모래를 물로 반죽한 것으로, 고착재의 종류에 따라 석회모르타르, 아스팔트모르타르, 수지모르타르, 질석모르타르, 펄라이트모르타르 등으로 구분된다. 모르타르는 비교적 값싼 재료로 강도, 내화성, 내수성, 내구성 등이 있고 시공도 간단하여 건축을 비롯한 건설공사 전반에 걸쳐 광범위하게 사용된다.Mortar is a mixture of cement and sand with water, and is classified into lime mortar, asphalt mortar, resin mortar, vermiculite mortar, and pearlite mortar, depending on the type of fixing material. Mortar is a relatively inexpensive material, has strength, fire resistance, water resistance, durability, etc., and its construction is simple, so it is widely used throughout construction including architecture.

이러한 모르타르는 제품에 사용할 경우 두께가 두껍고 경화시간이 길어야 성능을 제대로 발휘하는 단점이 있고, 두께가 두꺼워지면서 건물하중에 부담이 되고 갈라짐이 많고 보수시 접착면과 탈착이 많이 발생하는 문제점이 있었다.When this mortar is used for a product, it has a disadvantage in that its performance is properly exhibited when the thickness is thick and the curing time is long, and as the thickness becomes thick, there is a problem that it is a burden on the building load, there are many cracks, and a lot of adhesion and detachment occurs during repair.

따라서, 두께가 얇으면서 강도, 접착력이 우수하고, 갈라짐이 덜하면서 시공이 빠른 시멘트 모르타르 조성물이 요구된다.Therefore, there is a need for a cement mortar composition having a thin thickness, excellent strength and adhesion, less cracking, and quick construction.

대한민국 특허등록 제10-1001112호Korean Patent Registration No. 10-1001112 대한민국 특허공개 제10-2013-0107077호Korean Patent Publication No. 10-2013-0107077 대한민국 특허등록 제10-1446663호Korean Patent Registration No. 10-1446663

상기 문제점을 해결하기 위하여 본 발명은 얇은 두께로 빠르게 시공할 수 있으면서 강도와 접착력이 우수하고 갈라짐이 적은, 시멘트 혼합물을 이용한 모르타르 조성물을 제공하는 것을 목적으로 한다.In order to solve the above problems, an object of the present invention is to provide a mortar composition using a cement mixture, which can be quickly constructed with a thin thickness, has excellent strength and adhesion, and has less cracking.

상기 목적을 달성하기 위하여, 본 발명에서는,In order to achieve the above object, in the present invention,

1차 조성물 5~15중량%, 보통 포틀랜드 시멘트 20~35중량%, 규사 50~65중량% 및 슬래그 5~13중량%를 포함하며, 5 to 15% by weight of the primary composition, usually 20 to 35% by weight of Portland cement, 50 to 65% by weight of silica sand, and 5 to 13% by weight of slag,

상기 1차 조성물은 산화칼슘(CaO) 30~49중량%, 산화알루미늄(Al2O3) 20~35중량%, 삼산화황(SO3) 14~28중량%, 산화철(Fe2O3) 2~10중량%, 산화마그네슘(MgO) 2~10중량%, 이산화티타늄(TiO2) 1~5중량%, 타타르산(C4H6O6) 0.2~5중량% 및 폴리비닐알콜 0.1~5중량%를 포함하는, 시멘트 혼합물을 이용한 모르타르 조성물을 제공한다.The primary composition is calcium oxide (CaO) 30 to 49% by weight, aluminum oxide (Al 2 O 3 ) 20 to 35% by weight, sulfur trioxide (SO 3 ) 14 to 28% by weight, iron oxide (Fe 2 O 3 ) 2 to 10% by weight, magnesium oxide (MgO) 2 to 10% by weight, titanium dioxide (TiO 2 ) 1 to 5% by weight, tartaric acid (C 4 H 6 O 6 ) 0.2 to 5% by weight and polyvinyl alcohol 0.1 to 5% by weight It provides a mortar composition using a cement mixture containing %.

상기 모르타르 조성물은, 모르타르 조성물에 물을 100:15~18의 중량비로 혼합하여 사용하는 것이 바람직하다.The mortar composition is preferably used by mixing water in a weight ratio of 100:15 to 18 with the mortar composition.

또한, 본 발명에서는, In addition, in the present invention,

시공할 면을 청소하는 단계; 모르타르 조성물 100중량부와 물 15~18중량부를 혼합하는 단계; 및 상기 시공할 면에 상기 모르타르 조성물과 물의 혼합물을 도포하는 단계를 포함하는, 시멘트 혼합물을 이용한 모르타르 조성물을 이용한 시공방법을 제공한다.Cleaning the surface to be constructed; Mixing 100 parts by weight of the mortar composition and 15 to 18 parts by weight of water; And it provides a construction method using a mortar composition using a cement mixture comprising the step of applying a mixture of the mortar composition and water on the surface to be constructed.

상기 시공방법은, 20㎜ 이하의 두께로 시공하는 경우에는 상기 혼합물을 도포하기 전에 시공할 면에 접착제를 바르는 단계를 더 포함할 수 있다.The construction method may further include applying an adhesive to a surface to be constructed before applying the mixture, in the case of construction with a thickness of 20 mm or less.

상기 시공방법에서, 상기 접착제는 수용성 유기접착제인 것이 바람직하다.In the above construction method, the adhesive is preferably a water-soluble organic adhesive.

상기 시공방법에서, 상기 시공을 할 면은 시멘트, 콘크리트, 아스팔트, 대리석, 타일, 금속, 유리, 돌을 포함하는 무기질 재료와; 플라스틱, 에폭시, 우레탄을 포함하는 유기질 재료 중 어느 하나의 재료로 된 구조물의 표면인 것이 바람직하다.In the above construction method, the surface to be constructed is an inorganic material including cement, concrete, asphalt, marble, tile, metal, glass, and stone; It is preferable that the surface of the structure is made of any one of organic materials including plastic, epoxy, and urethane.

본 발명의 모르타르 조성물은 시멘트 모르타르의 기본적인 기능과 성능을 나타내면서 얇은 두께로 시공이 가능하고, 얇게 시공하여도 강도와 부착력이 우수하며, 갈라짐이 적고 빠른 시공이 가능하다. 2㎝ 이상 두께의 시공에서는 접착제 없이 물만 혼합하여 시공할 수 있으며, 2㎝ 이하 두께의 시공에서는 시공면에 수용성 유기접착제를 바른 후 시공하면 높은 접착력을 얻고 갈라짐을 현저하게 감소시킬 수 있다.The mortar composition of the present invention can be constructed with a thin thickness while showing the basic functions and performance of a cement mortar, and has excellent strength and adhesion even when applied thinly, and has less cracking and quick construction. In construction with a thickness of 2 cm or more, only water can be mixed without an adhesive. In construction with a thickness of 2 cm or less, high adhesion can be obtained and cracking can be significantly reduced by applying a water-soluble organic adhesive to the construction surface.

6~8시간이면 경화가 완료되어 보행이 가능하므로 긴급보수에도 적합하다. 또한 얇은 시공이 가능하므로 보수공사로 인한 폐기물이 감소하고, 적은 양으로 우수한 성능을 나타내므로 자원절약의 효과도 기대할 수 있으며, 옥상 방수면에 얇은 면을 잡을 수 있어 노후된 건물의 하중증가문제를 감소시킬 수 있고, 보수할 면의 높이를 맞추기 위하여 따로 면을 긁어내지 않아도 되므로 공사비용을 절감하는 효과가 있다. Hardening is completed in 6-8 hours and walking is possible, so it is suitable for emergency repairs. In addition, since thin construction is possible, waste due to repair work is reduced, and the effect of resource saving can be expected as it exhibits excellent performance in a small amount, and it is possible to hold a thin surface on the waterproof surface of the roof, reducing the problem of increasing the load of old buildings. It can be done, and there is an effect of reducing construction cost because it is not necessary to scrape a separate surface to adjust the height of the surface to be repaired.

따라서 본 발명의 모르타르 조성물은 일반 모르타르 용도로 조적 미장이 가능하고, 지하주차장, 트렌치부분, 층층을 연결하는 도로부분, 6~8시간 내의 긴급복구가 필요한 부분, 특별히 강도를 필요로 하는 공장 바닥, 설비보수로 인한 부분보수 등의 다양한 용도로 다양한 형태의 공사에 적용할 수 있다. Therefore, the mortar composition of the present invention is capable of masonry plastering for general mortar use, underground parking lot, trench part, road part connecting floors, parts requiring emergency recovery within 6 to 8 hours, factory floors that require special strength, equipment It can be applied to various types of construction for various purposes such as partial repair due to repair.

도 1a 내지 도 1e는 본 발명의 모르타르 조성물을 사용한 시공과정을 보여주는 사진들이다.
도 2a 내지 도 2c는 각각 시판제품인 A사의 모르타르, H사의 모르타르 및 본 발명의 모르타르 제품을 시공한 후의 사진이다.
1A to 1E are photographs showing a construction process using the mortar composition of the present invention.
2A to 2C are photographs after construction of a mortar from A company, a mortar from H company, and a mortar product of the present invention, which are commercial products, respectively.

본 발명의 시멘트 혼합물을 이용한 모르타르 조성물은, The mortar composition using the cement mixture of the present invention,

1차 조성물 5~15중량%, 보통 포틀랜드 시멘트 20~35중량%, 규사 50~65중량% 및 슬래그 5~13중량%를 포함하고, 5 to 15% by weight of the primary composition, usually 20 to 35% by weight of Portland cement, 50 to 65% by weight of silica sand, and 5 to 13% by weight of slag,

상기 1차 조성물은 산화칼슘(CaO) 30~49중량%, 산화알루미늄(Al2O3) 20~35중량%, 삼산화황(SO3) 14~28중량%, 산화철(Fe2O3) 2~10중량%, 산화마그네슘(MgO) 2~10중량%, 이산화티타늄(TiO2) 1~5중량%, 타타르산(C4H6O6) 0.2~5중량% 및 폴리비닐알콜 0.1~5중량%를 포함한다.The primary composition is calcium oxide (CaO) 30 to 49% by weight, aluminum oxide (Al 2 O 3 ) 20 to 35% by weight, sulfur trioxide (SO 3 ) 14 to 28% by weight, iron oxide (Fe 2 O 3 ) 2 to 10% by weight, magnesium oxide (MgO) 2 to 10% by weight, titanium dioxide (TiO 2 ) 1 to 5% by weight, tartaric acid (C 4 H 6 O 6 ) 0.2 to 5% by weight and polyvinyl alcohol 0.1 to 5% by weight Include %.

이하 본 발명을 상세하게 설명한다.Hereinafter, the present invention will be described in detail.

본 발명의 모르타르 조성물 중에 사용되는 1차 조성물은 산화칼슘(CaO) 30~49중량%, 산화알루미늄(Al2O3) 20~35중량%, 삼산화황(SO3) 14~28중량%, 산화철(Fe2O3) 2~10중량%, 산화마그네슘(MgO) 2~10중량%, 이산화티타늄(TiO2) 1~5중량%, 타타르산(C4H6O6) 0.2~5중량% 및 폴리비닐알콜 0.1~5중량%를 포함한다. The primary composition used in the mortar composition of the present invention is calcium oxide (CaO) 30 to 49% by weight, aluminum oxide (Al 2 O 3 ) 20 to 35% by weight, sulfur trioxide (SO 3 ) 14 to 28% by weight, iron oxide ( Fe 2 O 3 ) 2 to 10% by weight, magnesium oxide (MgO) 2 to 10% by weight, titanium dioxide (TiO 2 ) 1 to 5% by weight, tartaric acid (C 4 H 6 O 6 ) 0.2 to 5% by weight and It contains 0.1 to 5% by weight of polyvinyl alcohol.

본 조성물 중에서 산화칼슘(CaO)은 음집, 흡수하는 기능을 하며, 산화알루미늄(Al2O3)은 무기접착 팽창 보조, 삼산화황(SO3)은 촉매, 산화철(Fe2O3)은 흡수, 산화마그네슘(MgO)은 흡착, 이산화티타늄(TiO2)은 촉매 분산, 타타르산은 지연, 폴리비닐알콜은 부착균열방지 등의 역할을 한다. 그러나 이는 본 조성물 중에서 각 성분의 대표적인 기능 및 역할일 뿐 각 성분의 기능 및 역할이 이에 국한되는 것은 아니다. In this composition, calcium oxide (CaO) functions to collect and absorb, and aluminum oxide (Al 2 O 3 ) assists in inorganic adhesive expansion, sulfur trioxide (SO 3 ) is a catalyst, and iron oxide (Fe 2 O 3 ) is absorbed and oxidized. Magnesium (MgO) is adsorbed, titanium dioxide (TiO 2 ) is used to disperse the catalyst, tartaric acid is delayed, and polyvinyl alcohol prevents adhesion cracking. However, this is only a representative function and role of each component in the composition, and the function and role of each component is not limited thereto.

폴리비닐알콜은 중합도가 30~30,000 사이이고 검화도(폴리비닐아세테이트가 알칼리 조건에서 비누화되어 아세테이트기가 수산기로 전환된 정도)가 50~100%인 것을 사용하는 것이 바람직하다. 폴리비닐알콜은 인장강도를 증진시키고 균열발생을 억제하며 균열이 발생한 후에는 균열의 폭을 감소시키고 내구성을 향상시키고 시공하는 과정에서 시공체의 표면에 부착이 잘되도록 도와주며 낮은 온도에서 증발하는 습기를 유인, 제거하기 위하여 사용한다.It is preferable to use polyvinyl alcohol having a degree of polymerization of 30 to 30,000 and a degree of saponification (a degree of conversion of an acetate group to a hydroxyl group by saponification of polyvinyl acetate in an alkaline condition) of 50 to 100%. Polyvinyl alcohol improves tensile strength and suppresses cracking. After cracking occurs, it reduces the width of cracks, improves durability, helps adhere well to the surface of the construction during construction, and evaporates moisture at low temperatures. It is used to attract and eliminate.

상기 1차 조성물은 안료, 증점제, 유동화제, 지연제, 촉진제 등의 첨가제를 필요에 따라 더 포함할 수 있다. 바람직하게는 안료, 증점제, 유동화제, 지연제, 촉진제 중에서 선택된 1종 이상의 첨가제 0.1~3중량%를 더 포함할 수 있다. 증점제의 예로는 마그네슘알루미노실리케이트, 셀룰로스, 하이드록스 등이 있으며, 유동화제의 예로는 폴리카르본산, 리그닌, 폴리카르복시 메틸셀룰로스 등이 있다.The primary composition may further include additives such as pigments, thickeners, fluidizing agents, retarders, and accelerators as needed. Preferably pigments, thickeners, fluidizing agents, retarders, accelerators It may further include 0.1 to 3% by weight of one or more additives selected from. Examples of the thickener include magnesium aluminosilicate, cellulose, and hydroxyl, and examples of the fluidizing agent include polycarboxylic acid, lignin, and polycarboxymethylcellulose.

본 발명의 모르타르 조성물은 상기 1차 조성물 5~15중량%, 보통 포틀랜드 시멘트 20~35중량%, 규사 50~65중량% 및 슬래그 5~13중량%를 포함한다. The mortar composition of the present invention comprises 5 to 15% by weight of the first composition, usually 20 to 35% by weight of Portland cement, 50 to 65% by weight of silica sand, and 5 to 13% by weight of slag.

보통 포틀랜드 시멘트는 무기접착제로 사용된다.Usually Portland cement is used as an inorganic adhesive.

규사는 경화제 역할을 하는 것으로 직경의 크기가 0.5~1.5㎜인 것을 사용하는 것이 바람직하다. It is preferable to use silica sand having a diameter of 0.5 to 1.5 mm as it acts as a hardener.

상기 모르타르 조성물은 필요에 따라 방수제, 방오제, 표면코팅제, 유리가루, 안료 중에서 선택된 첨가제를 더 포함할 수 있다. 첨가제는 바람직하게는 0.1~3중량%로 포함될 수 있다. The mortar composition is selected from waterproofing agents, antifouling agents, surface coating agents, glass powder, and pigments as necessary. It may further include additives. The additive may preferably be included in an amount of 0.1 to 3% by weight.

본 발명의 모르타르 조성물 중에서 1차 조성물은 얇은 두께로 빠르게 시공할 수 있고 강도와 접착력이 우수하고 갈라짐이 적은 핵심적인 성능을 나타내는 특수기능 물질이고, 2차 조성물은 일반적인 시멘트 모르타르의 조성으로 일반적인 기능을 나타내는 물질이다. 본 모르타르 조성물에서 1차 조성물과 2차 조성물을 구분해서 혼합하는 이유는 특수기능 물질과 일반기능 물질로 구분하여 압축강도, 부착력, 갈라짐, 경화속도 등에 따라 배합비를 조절하기 위함이다. Among the mortar compositions of the present invention, the primary composition is a special functional material that can be quickly applied with a thin thickness, has excellent strength and adhesion, and exhibits a key performance with little cracking, and the secondary composition is a composition of a common cement mortar and has a general function. It is a material that represents. In this mortar composition, the primary and secondary compositions are classified and mixed in order to control the mixing ratio according to compressive strength, adhesion, cracking, and curing speed by separating them into special and general functional materials.

본 발명의 모르타르 조성물을 사용할 때에는 용매로 물을 사용하는 것이 바람직하다. 본 발명의 모르타르 조성물과 물은 100:15~18의 중량비로 혼합하여 사용하는 것이 바람직하며, 100:16~17.5의 중량비로 혼합하는 것이 보다 바람직하다. 에를 들어, When using the mortar composition of the present invention, it is preferable to use water as a solvent. The mortar composition of the present invention and water are preferably mixed in a weight ratio of 100:15 to 18, and more preferably mixed in a weight ratio of 100:16 to 17.5. For example,

본 발명의 모르타르 조성물의 제조방법은 다음과 같다.The method for preparing the mortar composition of the present invention is as follows.

먼저, 산화칼슘, 산화알루미늄, 삼산화황, 산화철, 산화마그네슘, 이산화티타늄, 타타르산, 폴리비닐알콜 및 첨가제를 혼합하여 1차 조성물을 제조한다.First, calcium oxide, aluminum oxide, sulfur trioxide, iron oxide, magnesium oxide, titanium dioxide, tartaric acid, polyvinyl alcohol and additives are mixed to prepare a first composition.

상기 1차 조성물에 보통 포틀랜드 시멘트, 규사, 슬래그 및 첨가제를 혼합하여 본 발명의 모르타르 조성물을 제조한다. Portland cement, silica sand, slag, and additives are usually mixed with the first composition to prepare the mortar composition of the present invention.

상기 모르타르 조성물에 물을 혼합하여 사용한다. 물은 사용 직전에 혼합하는 것이 바람직하다.Water is mixed with the mortar composition and used. It is preferable to mix water immediately before use.

1차, 2차 조성물은 미세한 파우더와 소량의 첨가제가 많이 들어가는 혼합물이므로, 진공믹서 등을 이용해서 10 여분 동안 균일하게 혼합하여 제조하는 것이 바람직하다. 일반 믹서로 혼합할 경우에는 고루 섞이지 않아 품질이 일정하지 않을 수 있다Since the first and second compositions are mixtures containing a large amount of fine powder and a small amount of additives, it is preferable to prepare them by uniformly mixing for 10 extra times using a vacuum mixer or the like. When mixing with a general mixer, the quality may not be uniform because it is not evenly mixed.

본 발명의 모르타르 조성물에 물을 혼합하여 시공하는 방법은 다음과 같다. The method of constructing by mixing water with the mortar composition of the present invention is as follows.

먼저 시공할 면을 청소한다. 이때 시공할 면의 들뜸, 박리, 파손 부위를 공구를 이용 깨끗이 제거한다. First, clean the surface to be constructed. At this time, cleanly remove the lifted, peeled, and damaged areas of the surface to be constructed using a tool.

모르타르와 콘크리트 접합 부위는 2㎝ 이상 직각으로 면을 제거한다. Remove the surface of the mortar and concrete joints at a right angle of 2 cm or more.

본 발명의 모르타르 조성물과 물을 혼합하여 도포한다. 바람직하게는, 모르타르 조성물과 물을 혼합하고 핸드믹서 또는 엔진믹서를 이용 2~3분간 믹싱 후 흙손이나 휘니샤를 이용하여 도포한다. 2㎝ 이하의 두께로 시공하는 경우에는 시공할 면에 접착제를 바르고 접착제가 마르기 전에 본 발명의 모르타르 조성물과 물을 혼합하여 도포한다. 2㎝ 이상의 두께로 시공하는 경우에는 시공할 면에 접착제없이 본 발명의 모르타르 조성물과 물을 혼합하여 도포한다. 이때 접착제는 접착면과 모르타르 조성물의 초기 접착력을 증대시키기 위하여 사용하며, 수용성 유기접착제를 사용하는 것이 바람직하다. 수용성 유기접착제로는 한정되는 것은 아니나 아크릴계 접착제를 사용하는 것이 바람직하다. The mortar composition of the present invention and water are mixed and applied. Preferably, the mortar composition and water are mixed, mixed for 2 to 3 minutes using a hand mixer or an engine mixer, and then applied using a trowel or finisher. In the case of construction with a thickness of 2 cm or less, an adhesive is applied to the surface to be constructed, and before the adhesive dries, the mortar composition of the present invention and water are mixed and applied. In the case of construction with a thickness of 2 cm or more, the mortar composition of the present invention and water are mixed and applied without an adhesive on the surface to be applied. At this time, the adhesive is used to increase initial adhesion between the adhesive surface and the mortar composition, and it is preferable to use a water-soluble organic adhesive. The water-soluble organic adhesive is not limited, but it is preferable to use an acrylic adhesive.

본 발명의 모르타르 조성물은 일반 모르타르와 동일하게 공지의 다양한 방법으로 도포할 수 있다. 본 발명의 모르타르 조성물은 20㎜ 정도의 얇은 두께부터 100㎜까지 시공이 가능하고, 시멘트, 콘크리트, 무기질구조물의 갈라진 부분이나 패인 부분에 보수용으로도 사용할 수 있다. The mortar composition of the present invention can be applied by a variety of known methods in the same way as a general mortar. The mortar composition of the present invention can be constructed from a thickness of about 20 mm to 100 mm, and can be used for repairing cracked or recessed parts of cement, concrete, and inorganic structures.

본 발명의 모르타르 조성물은 물 혼합만으로 시공이 간편한 프리믹스 타입으로 작업이 용이하다. 또한, 작업완료(도포) 후 6~8시간 정도가 경과하면 보행이 가능할 정도로 양생이 빠르다. The mortar composition of the present invention is a premix type that is easy to construct with only water mixing, and it is easy to work. In addition, curing is fast enough to allow walking after 6 to 8 hours have elapsed after completion of work (application).

본 발명의 모르타르 조성물은 부착력이 우수하여 콘크리트, 석재, 타일, 필름 등의 다양한 재질에도 시공이 가능하며 들뜸현상과 크랙현상이 없다. 부착이 가능한 재질로는. 예를 들어, 시멘트, 콘크리트, 아스팔트, 대리석, 타일, 금속, 유리, 돌 등 소재의 제한 없이 다양한 무기물, 유기물이 모두 가능하다.The mortar composition of the present invention has excellent adhesion and can be applied to various materials such as concrete, stone, tile, and film, and there is no lift or crack phenomenon. As a material that can be attached. For example, cement, concrete, asphalt, marble, tile, metal, glass, stone, etc., various inorganic and organic materials are all possible without limitation of materials.

또한, 본 발명의 모르타르 조성물은 미장, 보수, 옥상방수 면잡이, 표면보수제가 코팅된 구조물, 2차 제품 연결접착제, 2차 제품 콘크리트 혼합물 등의 다양한 용도로 사용될 수 있으며, 특히 압축강도가 높아 주차장, 도로 등에도 시공이 가능하다. 압축강도는 KSF4042 시험결과 (3일 19Mpa, 7일 31Mpa/㎟) 정도이다. In addition, the mortar composition of the present invention can be used for various purposes, such as plastering, repairing, rooftop waterproofing, surface-coated structures, secondary product connection adhesives, and secondary product concrete mixtures. , It can also be constructed on roads. The compressive strength is about KSF4042 test results (19Mpa for 3 days, 31Mpa/㎟ for 7 days).

이하 실시예를 통하여 본 발명을 보다 상세하게 설명한다. 이들 실시예는 본 발명을 예시하는 것으로서 본 발명의 범위가 이에 한정되는 것은 아니다.The present invention will be described in more detail through the following examples. These examples are illustrative of the present invention, and the scope of the present invention is not limited thereto.

<실시예 1><Example 1>

모르타르 조성물의 제조Preparation of mortar composition

산화칼슘 4.5㎏, 산화알루미늄 3.1㎏, 삼산화황 2.3㎏, 산화철 1㎏, 산화마그네슘 0.8㎏, 이산화티타늄 0.5㎏, 타타르산 0.5㎏ 및 폴리비닐알콜 0.5㎏을 혼합하여 1차 조성물을 제조하였다.A first composition was prepared by mixing 4.5 kg of calcium oxide, 3.1 kg of aluminum oxide, 2.3 kg of sulfur trioxide, 1 kg of iron oxide, 0.8 kg of magnesium oxide, 0.5 kg of titanium dioxide, 0.5 kg of tartaric acid, and 0.5 kg of polyvinyl alcohol.

상기 1차 조성물 10㎏에 보통 포틀랜드 시멘트 38㎏, 규사 81㎏, 슬래그 11㎏을 혼합하여 모르타르 조성물을 제조하였다.A mortar composition was prepared by mixing 38 kg of Portland cement, 81 kg of silica sand, and 11 kg of slag to 10 kg of the primary composition.

상기 모르타르 조성물 100㎏과 물 16㎏을 혼합하였다.100 kg of the mortar composition and 16 kg of water were mixed.

<실시예 2><Example 2>

시공Construction

시공 과정은 도 1a 내지 도 1e와 같다. The construction process is the same as in FIGS. 1A to 1E.

(a) 먼저 시공할 면을 청소한다. 도 1a는 시공 전 사진이고, 도 1b는 시공할 표면을 세척하는 사진이다. (a) First, clean the surface to be constructed. 1A is a picture before construction, and Fig. 1B is a picture for cleaning the surface to be constructed.

(b) 실시예 1에서 제조한 모르타르 조성물(100㎏)과 물(16㎏)의 혼합물을 위에서 세척한 시공 면에 도포한다. 도 1c는 도포하는 과정을 보여주는 사진이다.(b) The mixture of the mortar composition (100kg) and water (16kg) prepared in Example 1 is applied to the surface of the construction washed above. 1C is a photograph showing the application process.

(c) 도포하고 6 시간 정도가 경과하면 사람이 걸어다닐 정도의 강도가 발현되면서 시공이 완료된다. 도 1d는 도포 후 사진이고, 도 1e는 시공완료 후 사진이다. (c) After 6 hours of application, the construction is completed with the strength that a person can walk around. 1D is a photograph after application, and FIG. 1E is a photograph after construction is completed.

<실험예 1><Experimental Example 1>

응결시간, 압축강도, 휨강도 및 부착강도 확인Check setting time, compressive strength, flexural strength and adhesion strength

상기 실시예 1에서 제조된 모르타르 조성물과 물의 혼합물의 초결 및 종결 응결시간, 3일, 7일 및 28일 후 압축강도, 28일 후 휨강도, 28일 후 부착강도 및 외관 갈라짐을 확인하였다. The initial and final setting time of the mixture of the mortar composition and water prepared in Example 1, compressive strength after 3, 7 and 28 days, flexural strength after 28 days, adhesion strength and external cracking after 28 days were confirmed.

부착강도 시험체는 시험용 밑판에 접착제를 도포하지 않고 실시예 1의 모르타르 조성물을 20㎜의 두께로 도포하였다. The adhesive strength test specimen was applied with a mortar composition of Example 1 to a thickness of 20 mm without applying an adhesive to the base plate for testing.

시험은 한국화학융합시험연구원에 의뢰하였으며, 그 결과를 하기 표 1에 나타내었다.The test was requested to the Korea Institute of Chemical Convergence Testing and the results are shown in Table 1 below.

시험항목Test Items 단위unit 결과result 시험방법Test Methods 응결시간(초결)Setting time (initial setting) 시간:분Time:minute 6:106:10
KS L 5108:200

KS L 5108:200
응결시간(종결)Setting time (termination) 시간:분Time:minute 7:107:10 압축강도(3일)Compressive strength (3 days) N/㎟N/㎟ 19.419.4

KS F 4042:2012


KS F 4042: 2012
압축강도(7일)Compressive strength (7 days) N/㎟N/㎟ 31.331.3 압축강도(28일)Compressive strength (28 days) N/㎟N/㎟ 38.138.1 휨강도(28일)Flexural strength (28 days) N/㎟N/㎟ 6.66.6 부착강도(28일)Adhesion strength (28 days) N/㎟N/㎟ 1.51.5 KS F 4042:2012(준용)KS F 4042: 2012 (Junyong) 외관 갈라짐Cracked appearance 없음none

<< 실험예Experimental example 2> 2>

물 함량에 따른 물성 측정Measurement of physical properties according to water content

실시예 1에서 제조된 모르타르 조성물 100중량부에 대하여 5중량부(시료 1), 10중량부(시료 2), 20중량부(시료 3) 및 25중량부(시료 4)의 다양한 비율의 물을 혼합하고 시공하였다. 시공 8시간 후 압축강도를 측정하고, 시공 24시간 후 압축강도, 갈라짐, 부착정도를 확인하였다. 결과는 아래 표 2와 같다.Water in various ratios of 5 parts by weight (Sample 1), 10 parts by weight (Sample 2), 20 parts by weight (Sample 3) and 25 parts by weight (Sample 4) based on 100 parts by weight of the mortar composition prepared in Example 1 It was mixed and applied. The compressive strength was measured 8 hours after construction, and the compressive strength, cracking, and adhesion degree were checked 24 hours after construction. The results are shown in Table 2 below.

시료 1Sample 1 시료 2Sample 2 시료 3Sample 3 시료 4Sample 4 모르타르중량부Mortar parts by weight 100100 100100 100100 100100 물 중량부Parts by weight of water 1010 1515 2020 2525 24시간강도측정24-hour intensity measurement 측정불가Not measurable 14Mpa14Mpa 11Mpa11Mpa 8Mpa8Mpa 갈라짐offshoot 불량Bad 없음none 없음none 없음none 부착정도Adhesion 중간middle 우수Great 양호Good 중간middle

<실험예 3><Experimental Example 3>

시판제품과의 물성비교Comparison of properties with commercial products

시판제품과 실시예 1에서 제조한 모르타르 조성물의 물성을 비교하였다. 시판제품으로는 각각 A사, H사, S사의 3가지 제품을 사용하였다. 시공 후 강도, 시공두께, 갈라짐 및 부착성을 확인하였다. The physical properties of the commercial product and the mortar composition prepared in Example 1 were compared. As commercial products, three products from A, H, and S were used, respectively. After construction, strength, construction thickness, cracking and adhesion were checked.

시판중인 제품의 사용방법과 물 혼합비율에 맞춰 모르타르를 배합한 후 20㎜ 두께로 시멘트바닥 위에 접착제 없이 세척 후 시공하였다. 도 2a는 A사의 시공 후 사진이며, 도 2b는 H사의 시공 후 사진이며, 도 2c는 실시예 1에서 제조한 본 발명 모르타르의 시공 후 사진이다. 시공 24시간 후 갈라짐과 부착성, 강도를 측정하였다. 시험방법은 실험예 1과 동일하다. 결과는 아래 표 3과 같다. After mixing mortar in accordance with the usage method and water mixing ratio of the commercially available product, it was installed after washing without adhesive on the cement floor with a thickness of 20 mm. Figure 2a is a photograph after construction of company A, Figure 2b is a photograph after construction of company H, and Figure 2c is a photograph after construction of the mortar of the present invention prepared in Example 1. Cracking, adhesion, and strength were measured 24 hours after construction. The test method is the same as in Experimental Example 1. The results are shown in Table 3 below.

AA HH 실시예 1Example 1 강도(24H)Strength (24H) 측정불가Not measurable 측정불가Not measurable 13Mpa/㎟13Mpa/㎟ 갈라짐offshoot 불량Bad 불량Bad 양호Good 부착성Adherence 불량Bad 불량Bad 양호Good

Claims (8)

1차 조성물 5~15중량%, 보통 포틀랜드 시멘트 20~35중량%, 규사 50~65중량% 및 슬래그 5~13중량%를 포함하며,
상기 1차 조성물은 산화칼슘(CaO) 30~49중량%, 산화알루미늄(Al2O3) 20~35중량%, 삼산화황(SO3) 14~28중량%, 산화철(Fe2O3) 2~10중량%, 산화마그네슘(MgO) 2~10중량%, 이산화티타늄(TiO2) 1~5중량%, 타타르산(C4H6O6) 0.2~5중량% 및 폴리비닐알콜 0.1~5중량%를 포함하는, 시멘트 혼합물을 이용한 모르타르 조성물.
5 to 15% by weight of the primary composition, usually 20 to 35% by weight of Portland cement, 50 to 65% by weight of silica sand, and 5 to 13% by weight of slag,
The primary composition is calcium oxide (CaO) 30 to 49% by weight, aluminum oxide (Al 2 O 3 ) 20 to 35% by weight, sulfur trioxide (SO 3 ) 14 to 28% by weight, iron oxide (Fe 2 O 3 ) 2 to 10% by weight, magnesium oxide (MgO) 2 to 10% by weight, titanium dioxide (TiO 2 ) 1 to 5% by weight, tartaric acid (C 4 H 6 O 6 ) 0.2 to 5% by weight and polyvinyl alcohol 0.1 to 5% by weight Containing %, mortar composition using a cement mixture.
제1항에 있어서,
상기 모르타르 조성물은, 모르타르 조성물에 물을 100:15~18의 중량비로 혼합하여 사용하는 것을 특징으로 하는, 시멘트 혼합물을 이용한 모르타르 조성물.
The method of claim 1,
The mortar composition is a mortar composition using a cement mixture, characterized in that the mortar composition is mixed with water in a weight ratio of 100:15-18.
제1항에 있어서,
상기 1차 조성물은 안료, 증점제, 유동화제, 지연제, 촉진제 중에서 선택된 1종 이상의 첨가제 0.1~3중량%를 더 포함하는, 시멘트 혼합물을 이용한 모르타르 조성물.
The method of claim 1,
The first composition further comprises 0.1 to 3% by weight of one or more additives selected from a pigment, a thickener, a fluidizing agent, a retarder, and an accelerator, a mortar composition using a cement mixture.
제1항에 있어서,
상기 모르타르 조성물은 방수제, 방오제, 표면코팅제, 유리가루, 안료 중에서 선택된 1종 이상의 첨가제 0.1~3중량%를 더 포함하는, 시멘트 혼합물을 이용한 모르타르 조성물.
The method of claim 1,
The mortar composition further comprises 0.1 to 3% by weight of one or more additives selected from a waterproofing agent, an antifouling agent, a surface coating agent, glass powder, and a pigment, a mortar composition using a cement mixture.
시공할 면을 청소하는 단계;
제1항 내지 제4항 중 어느 한 항의 모르타르 조성물 100중량부와 물 15~18중량부를 혼합하는 단계;
상기 시공할 면에 상기 모르타르 조성물과 물의 혼합물을 도포하는 단계를 포함하는, 시멘트 혼합물을 이용한 모르타르 조성물을 이용한 시공방법.
Cleaning the surface to be constructed;
Mixing 100 parts by weight of the mortar composition of any one of claims 1 to 4 and 15 to 18 parts by weight of water;
Construction method using a mortar composition using a cement mixture comprising the step of applying a mixture of the mortar composition and water on the surface to be constructed.
제5항에 있어서,
상기 도포하는 단계에서 혼합물을 20㎜ 이하의 두께로 도포하며,
상기 혼합물을 도포하기 전에 시공할 면에 접착제를 바르는 단계를 더 포함하는 것을 특징으로 하는 시공방법.
The method of claim 5,
In the applying step, the mixture is applied to a thickness of 20 mm or less,
A construction method comprising the step of applying an adhesive to a surface to be constructed before applying the mixture.
제6항에 있어서,
상기 접착제는 수용성 유기접착제인 것을 특징으로 하는 시공방법.
The method of claim 6,
Construction method, characterized in that the adhesive is a water-soluble organic adhesive.
제5항 내지 제7항 중 어느 한 항에 있어서,
상기 시공을 할 면은 시멘트, 콘크리트, 아스팔트, 대리석, 타일, 금속, 유리, 돌을 포함하는 무기질 재료와; 플라스틱, 에폭시, 우레탄을 포함하는 유기질 재료 중 어느 하나의 재료로 된 구조물의 표면인 것을 특징으로 하는 시공방법.
The method according to any one of claims 5 to 7,
The surface to be constructed is an inorganic material including cement, concrete, asphalt, marble, tile, metal, glass, and stone; Construction method, characterized in that the surface of a structure made of any one of organic materials including plastic, epoxy, and urethane.
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