KR100769853B1 - Self-leveling mortar composition - Google Patents

Self-leveling mortar composition Download PDF

Info

Publication number
KR100769853B1
KR100769853B1 KR20060049651A KR20060049651A KR100769853B1 KR 100769853 B1 KR100769853 B1 KR 100769853B1 KR 20060049651 A KR20060049651 A KR 20060049651A KR 20060049651 A KR20060049651 A KR 20060049651A KR 100769853 B1 KR100769853 B1 KR 100769853B1
Authority
KR
South Korea
Prior art keywords
weight
self
mortar composition
fiber
powder
Prior art date
Application number
KR20060049651A
Other languages
Korean (ko)
Inventor
정민철
Original Assignee
주식회사 웸
정민철
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 웸, 정민철 filed Critical 주식회사 웸
Priority to KR20060049651A priority Critical patent/KR100769853B1/en
Application granted granted Critical
Publication of KR100769853B1 publication Critical patent/KR100769853B1/en

Links

Classifications

    • 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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • 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
    • 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
    • C04B14/06Quartz; Sand
    • 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
    • C04B14/10Clay
    • C04B14/106Kaolin
    • 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
    • C04B16/06Macromolecular compounds fibrous
    • C04B16/0675Macromolecular compounds fibrous from polymers obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B16/0691Polyamides; Polyaramides
    • 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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0032Controlling the process of mixing, e.g. adding ingredients in a quantity depending on a measured or desired value
    • 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
    • C04B2103/30Water reducers, plasticisers, air-entrainers, flow improvers
    • C04B2103/34Flow improvers
    • 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
    • C04B2103/44Thickening, gelling or viscosity increasing agents
    • 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
    • C04B2103/54Pigments; Dyes
    • 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
    • C04B2103/56Opacifiers
    • C04B2103/58Shrinkage reducing agents
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/34Non-shrinking or non-cracking materials
    • C04B2111/343Crack resistant materials
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/60Flooring materials
    • C04B2111/62Self-levelling compositions
    • 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

A self-leveling mortar composition is provided to have short setting time, excellent constructability, good flowability, and superior adhesion strength and bending strength. A self-leveling mortar composition is obtained by mixing 30-60wt% of cement, 30-60wt% of sand, 0.1-30wt% of a finely powdered admixture, 0.1-10wt% of a natural inorganic pigment, 0.0001-3.0wt% of fiber, 0.1-5.0wt% of a shrinkage-reducing agent, and 0.05-10wt% of other additive. The other additive is at least one selected from 0.01-2.5wt% of a superplasticizer, 0.01-2.5wt% of a thickener, 0.01-2.5wt% of a retarding agent, and 0.01-2.5wt% of an accelerator.

Description

자기수평성 몰탈 조성물 {Self-Leveling Mortar Composition}Self-Leveling Mortar Composition

본 발명은 자기수평성 몰탈 조성물에 관한 것으로서, 보다 상세하게는 응결시간이 짧고 유동성 및 강도가 우수한 자기수평성 몰탈 조성물에 관한 것이다.The present invention relates to a self-horizontal mortar composition, and more particularly, to a self-horizontal mortar composition having a short setting time and excellent flowability and strength.

일반적으로 사무실 빌딩, 오피스텔, 백화점 등의 건축물의 경우 바닥면을 평탄화하고 수평으로 유지하기 위한 미장공정이 필수적으로 행해진다. 이러한 바닥면의 미장공정은 전문적인 기술과 경험, 노하우 등을 필요하여 숙련공에 의하여 시공되어야 하는 실정이다.In general, in the case of buildings such as office buildings, officetels, department stores, a plastering process is essential to keep the floor flat and horizontal. This flooring process is required to be constructed by skilled workers, requiring professional skills, experience, and know-how.

특히 최근 많은 소비자로부터 요청되는 바닥 마감재를 고품질로 시공하기 위해서는 시멘트 몰탈로 이루어지는 바닥면의 평탄화가 매우 중요하며, 건축물의 마감재로 널리 사용되는 시멘트 몰탈의 경우 작업자의 숙련 정도에 따라 평탄화 정도가 좌우되며, 시멘트와 모래 등을 혼합하는 비율에 따라 마감면의 품질이 좌우되는 실정이다.In particular, in order to construct high quality floor finishing materials requested by many consumers recently, the flattening of the floor surface made of cement mortar is very important, and in the case of cement mortar widely used as a finishing material for buildings, the degree of leveling depends on the skill of the operator. The quality of the finish depends on the proportion of cement and sand.

최근에는 상기와 같은 문제를 해결하기 위하여 건조 수축에 의한 균열을 최소화하고 평탄성을 부여하기 위하여 자기수평성(self-leveling)을 갖는 몰탈 조성물을 사용하는 기술이 제공되고 있다. 이러한 자기수평성 몰탈 조성물은 물이 중 력에 의하여 자연스럽게 수평면을 이루는 원리를 이용한 것으로, 각각의 결합재에 적당한 유동화제를 첨가하여 물과 반죽한 슬러리 상태로 사용되며, 물과 같이 유동성을 보유하여 평탄한 수평면을 형성하게 된다.Recently, in order to solve the above problems, a technique of using a mortar composition having self-leveling has been provided to minimize flatness and to give flatness due to dry shrinkage. The self-horizontal mortar composition uses the principle that water naturally forms a horizontal plane by gravity, and is used in the form of a slurry kneaded with water by adding an appropriate fluidizing agent to each binder. It will form a horizontal plane.

일반적으로 자기수평성 몰탈 조성물은 시멘트 및 모래나 무기질계 분말을 주원료로 이루어지고, 일반용과 산업용, 박막형과 후막형 등으로 구분된다. 일반용은 사무실 빌딩, 백화점, 전시장, 아파트 등 일반 건물의 복도, 바닥 마감에 주로 사용되고, 산업용은 공장이나 연구실, 주차장 등의 바닥 마감에 주로 사용된다. 또 박막형은 두께 3∼20mm 정도로 시공되고, 후막형은 20mm 이상의 두께로 시공된다. 여기에서 후막형은 바닥면의 굴곡 오차에 관계없이 평활성을 얻을 수 있는 반면에, 박막형은 바닥면의 상태에 따라 완벽한 수평을 이루지 못할 우려가 있다.In general, the self-horizontal mortar composition is composed of cement and sand or inorganic powder as the main raw material, and is divided into general use and industrial, thin film type and thick film type. General use is mainly used for corridor and floor finishing of general buildings such as office buildings, department stores, exhibition halls, apartments, etc., and industrial is mainly used for floor finishing of factories, laboratories, and parking lots. Moreover, the thin film type is constructed about 3-20 mm in thickness, and the thick film type is constructed by thickness of 20 mm or more. Here, the thick film type may obtain smoothness regardless of the bending error of the bottom surface, whereas the thin film type may not be perfectly horizontal depending on the state of the bottom surface.

종래 자기수평성 몰탈 조성물은 주로 포틀랜트 시멘트와 석회석 분말 등을 기재로 하여 골재 및 각종 혼화제 등을 혼합시킨 프리믹싱(premixing)형으로 시공 두께가 박막형의 경우에도 대략 10∼15mm 정도로 두껍게 이루어진다.Conventional self-horizontal mortar composition is a premixing type in which aggregate and various admixtures are mixed based on portland cement and limestone powder, and the thickness of the thin film is about 10 to 15 mm.

종래 자기수평성 몰탈 조성물의 경우 응결시간이 길어 시공성이 나쁘고, 부착강도 및 휨강도 등이 작아 5∼10mm 정도의 두께로 시공되는 경우 층분리 및 균열 등이 발생한다는 문제가 있다.In the case of the conventional self-horizontal mortar composition has a long condensation time, poor workability, there is a problem that the layer separation and cracking occurs when it is constructed with a thickness of about 5 to 10mm due to the small adhesion strength and bending strength.

본 발명의 목적은 상기와 같은 문제점을 해결하기 위한 것으로서, 고미분 혼화재와 섬유화이버, 분말수지 등을 사용하므로 응결시간이 짧고 유동성 및 강도가 우수한 자기수평성 몰탈 조성물을 제공하기 위한 것이다.An object of the present invention is to solve the above problems, and to provide a self-leveling mortar composition having a high condensation time, high fluidity and strength because of using a fine powder admixture, a fiber fiber, a powdered resin and the like.

본 발명의 자기수평성 몰탈 조성물은 시멘트 30∼60중량%, 모래 30∼60중량%, 고미분 혼화재 0.1∼30중량%, 천연 무기안료 0.1∼10중량%, 섬유 화이버 0.0001∼3.0중량%, 수축저감제 0.1∼5.0중량%를 혼합하여 이루어진다.Self-leveling mortar composition of the present invention is 30 to 60% by weight of cement, 30 to 60% by weight of sand, 0.1 to 30% by weight of fine powder admixtures, 0.1 to 10% by weight of natural inorganic pigments, 0.0001 to 3.0% by weight of fiber fibers, shrinkage It consists of mixing 0.1-5.0 weight% of reducing agents.

또 본 발명의 자기수평성 몰탈 조성물은 분말수지 0.1∼10중량%를 더 첨가하여 혼합하는 것도 가능하다.Moreover, the self-horizontal mortar composition of this invention can add and mix 0.1-10 weight% of powder resin further.

그리고 본 발명의 자기수평성 몰탈 조성물은 필요에 따라 유동화제, 증점제, 지연제, 촉진제, 방부제, 소포제 등에서 하나이상을 선택하는 기타 첨가제를 0.05∼10중량% 더 첨가하여 혼합하는 것도 가능하다.In addition, the self-horizontal mortar composition of the present invention may be mixed by adding 0.05 to 10% by weight of other additives selected from at least one of a fluidizing agent, a thickener, a retardant, an accelerator, a preservative, an antifoaming agent, and the like, if necessary.

상기 기타 첨가제에 있어서, 유동화제는 0.01∼2.5중량%, 증점제는 0.01∼2.5중량%, 지연제는 0.01∼2.5중량%, 촉진제는 0.01∼2.5중량% 범위에서 선택하여 첨가하는 것이 가능하다.In the other additives, the fluidizing agent may be added in an amount of 0.01 to 2.5% by weight, a thickener of 0.01 to 2.5% by weight, a retardant of 0.01 to 2.5% by weight, and an accelerator of 0.01 to 2.5% by weight.

상기 시멘트로는 포틀랜드 시멘트, 백색 포틀랜드 시멘트, 알루미나 시멘트 등이 모두 사용 가능하다. 상기 시멘트로는 응결시간을 보다 짧게 하기 위하여 0.1∼5중량%의 조강 시멘트를 더 첨가하여 사용하는 것도 가능하다.As the cement, all of Portland cement, white Portland cement, alumina cement, etc. may be used. As the cement, it is also possible to further use 0.1-5% by weight of crude steel cement to shorten the setting time.

상기 모래로는 입자 크기 0.1∼0.6mm 정도 범위에서 사용하는 것이 미장 표면이 매끄럽게 형성되고 충분한 유동성을 확보하는 것이 가능하므로 바람직하다.The sand is preferably used in the range of about 0.1 to 0.6 mm in particle size because the surface of the plaster is smoothly formed and sufficient fluidity can be ensured.

상기 고미분 혼화재로는 메타카오린, 실리카흄, 슬래그 미분말, 플라이애쉬 등에서 1가지 이상을 선택하여 사용하는 것이 가능하다.As the high fine powder admixture, it is possible to use one or more selected from metakaolin, silica fume, fine slag powder, fly ash and the like.

상기 천연 무기안료로는 액상 안료를 사용하는 것도 가능하고, 분말 안료를 혼합하여 사용하는 것도 가능하다.It is also possible to use a liquid pigment as the natural inorganic pigments, it is also possible to use a mixture of powdered pigments.

상기 수축저감제로는 칼슘설포알루미네이트계 및 석고계를 단독 또는 혼합하여 사용하는 것이 가능하다. 또 상기 수축저감제로 시멘트 몰탈 내에서 물의 표면장력을 큰 폭으로 저감시키는 계면활성제로 일종으로 건조시에 발생하는 수축을 감소시키는 효과를 가진 혼화제이며 유기계 혼화제인 글리콜계를 선택하여 추가로 사용하는 것도 가능하다.As the shrinkage reducing agent, calcium sulfoaluminate and gypsum may be used alone or in combination. In addition, the shrinkage reducing agent is a surfactant that significantly reduces the surface tension of water in cement mortar, and is a compounding agent having an effect of reducing shrinkage generated during drying, and a glycol-based organic compounding agent. It is possible.

상기 유동화제로는 시멘트 몰탈 내에서 유동 특성을 발현시키는 소재로 멜라민계 및 나프탈렌계를 단독 또는 혼합하여 사용하는 것이 가능하다.As the fluidizing agent, it is possible to use melamine-based and naphthalene-based alone or mixed as a material expressing flow characteristics in cement mortar.

상기 증점제로는 메틸셀룰로오즈계를 재료분리저감제로 사용하는 것이 가능하다.As the thickener, it is possible to use a methyl cellulose type as a material separation reducing agent.

상기 지연제로는 시멘트 몰탈의 수화를 부분적으로 저하시켜 응결을 지연시키는 작용제로 엑시드계를 사용하는 것이 가능하다.As the retardant, it is possible to use an acid system as an agent that partially lowers the hydration of the cement mortar to retard condensation.

상기 촉진제로는 시멘트 몰탈의 응결을 촉진시키는 작용제로 카보네이트계를 사용하는 것이 가능하다.As the accelerator, it is possible to use a carbonate type as an agent for promoting the condensation of cement mortar.

상기 섬유화이버로는 나일론계, 아크릴계, 폴리프로필렌계 등에서 1가지 이상을 선택 조합하여 사용하고, 0.1∼9.0mm 범위의 길이를 갖는 섬유를 사용한다.As the fiber fibers, one or more selected combinations of nylon, acrylic, polypropylene, and the like are used, and fibers having a length in the range of 0.1 to 9.0 mm are used.

상기 분말수지로는 에틸렌비닐아세테이트계, 폴리비닐알콜계, 라텍스계 분말 등에서 1가지 이상을 선택 조합하여 사용한다.As the powder resin, one or more selected from ethylene vinyl acetate-based, polyvinyl alcohol-based and latex-based powders may be used in combination.

본 발명의 자기수평성 몰탈 조성물은 원활한 혼합과 균일한 제품의 생산을 위하여 고미분 혼화재, 수축저감제, 섬유화이버, 분말수지, 천연 무기안료, 기타 첨가제 등을 선택적으로 프리믹싱(pre-mixing)한 다음, 시멘트와 모래를 혼합하면서 프리믹싱된 재료 등을 투입하여 고르게 혼합하는 과정으로 제조하는 것이 바람직하다.The self-horizontal mortar composition of the present invention selectively pre-mixes fine powder admixtures, shrinkage reducing agents, fiber fibers, powdered resins, natural inorganic pigments, and other additives for smooth mixing and production of uniform products. Then, it is preferable to prepare a process of evenly mixing the pre-mixed materials and the like while mixing cement and sand.

상기에서 프리믹싱은 1,700∼2,500rpm 정도로 고속회전하는 0.1∼0.5㎥ 용량의 믹서를 이용하여 진행한다. 또 시멘트 및 모래와 프리믹싱된 재료 등을 함께 혼합하는 과정에서는 150∼200rpm 정도의 회전속도를 갖는 믹서를 사용한다.In the above premixing is carried out using a mixer of 0.1 ~ 0.5 ㎥ capacity that rotates at a high speed of about 1,700 ~ 2500rpm. In addition, a mixer having a rotational speed of about 150 to 200 rpm is used when mixing cement, sand, and premixed material together.

상기에서 믹서에 재료를 투입하는 순서는 1차 모래, 2차 시멘트, 3차 고미분 혼화재, 4차 분말수지 및 기타 첨가제, 5차 섬유 화이버 등으로 이루어지는 것이 바람직하고, 3차 내지 5차에 투입하는 재료는 필요에 따라 선택적으로 프리믹싱하여 투입한다.In the above, the order of adding the material to the mixer is preferably made of primary sand, secondary cement, tertiary fine powder admixture, quaternary powder resin and other additives, tertiary fiber fiber, and the like. The material to be added is selectively premixed as needed.

상기 프리믹싱은 고미분 혼화재, 수축저감제, 섬유화이버, 분말수지, 천연 무기안료, 기타 첨가제 등에서 2가지 이상을 필요에 따라 선택하여 행하며, 1가지 재료만 시멘트와 모래에 직접 투입하는 경우 고르게 혼합이 이루어지지 않는 특성을 갖는 재료를 혼합이 잘 이루어지는 재료와 함께 프리믹싱을 행하는 것이 바람직하다.The premixing is carried out by selecting at least two kinds of high-powder admixtures, shrinkage reducing agents, fiber fibers, powdered resins, natural inorganic pigments, and other additives as necessary, and mixing evenly when only one material is directly added to cement and sand. It is preferable to perform premixing of the material having this non-conforming property together with the material well mixed.

다음으로 본 발명에 따른 자기수평성 몰탈 조성물의 실시예를 설명하지만, 이는 본 발명을 예시하는 것이며, 본 발명의 범위를 한정하는 것은 아니다.Next, examples of the self-horizontal mortar composition according to the present invention will be described, but these are illustrative of the present invention and do not limit the scope of the present invention.

[실시예 1]Example 1

고미분 혼화재로 메타카오린 2중량%, 슬래그 미분말 3중량%, 플라이애쉬 5중량%, 수축저감제로 칼슘설포알루미네이트계 2중량%, 폴리에틸렌글리콜 0.15중량%, 아크릴계 및 나일론계가 혼합된 섬유길이 0.5∼5mm의 섬유화이버 0.15중량%, 에틸렌비닐아세테이트계 및 폴리비닐알콜계가 혼합된 분말수지 3.7중량%, 천연 무기안료로 Pigment Red 101 4중량%를 0.1∼0.5㎥ 용량의 믹서에 투입한 다음, 2,000rpm 정도로 고속회전시켜 고르게 혼합하는 프리믹싱(pre-mixing)을 행하고, 대용량의 믹서에 모래 40중량%를 1차 투입하고, 포틀랜드 시멘트 40중량%를 2차 투입하고, 프리믹싱된 첨가제 20중량%를 3차 투입하여 200rpm 정도의 속도로 회전시켜 혼합하는 것에 의하여 본 발명에 따른 자기수평성 몰탈 조성물의 실시예 1을 얻었다.2% by weight of metakaolin as a fine powder admixture, 3% by weight of fine slag powder, 5% by weight of fly ash, 2% by weight of calcium sulfoaluminate as shrinkage reducing agent, 0.15% by weight of polyethylene glycol, 0.5 ~ 5% of fiber length mixed with acrylic and nylon 0.15% by weight of 5mm fiber fibers, 3.7% by weight of powdered resin mixed with ethylene vinyl acetate and polyvinyl alcohol, and 4% by weight of Pigment Red 101 with natural inorganic pigments were added to a mixer with a capacity of 0.1 to 0.5㎥, and then 2,000 rpm. Pre-mixing is performed by rotating at high speed to evenly mixing, 40% by weight of sand is first added to the large-capacity mixer, 40% by weight of Portland cement is added second, and 20% by weight of the premixed additive is added. Example 1 of the self-horizontal mortar composition which concerns on this invention was obtained by tertiary addition, rotating, and mixing at a speed of about 200 rpm.

[실시예 2]Example 2

고미분 혼화재로 실리카흄 3중량%, 슬래그 미분말 3중량%, 플라이애쉬 5중량%, 수축저감제로 석고계 5중량%, 폴리에틸렌글리콜 0.2중량%, 폴리프로필렌계 및 나일론계가 혼합된 섬유길이 0.5∼5mm의 섬유화이버 0.2중량%, 라텍스계 및 폴리비닐알콜계가 혼합된 분말수지 4.6중량%를 0.1∼0.5㎥ 용량의 믹서에 투입한 다음, 2,000rpm 정도로 고속회전시켜 고르게 혼합하는 프리믹싱(pre-mixing)을 행하고, 대용량의 믹서에 모래 35중량%를 1차 투입하고, 포틀랜드 시멘트 40중량%를 2차 투입하고, 프리믹싱된 첨가제 21중량%를 3차 투입하고, 천연 무기안료로 Pigment Yellow 42 4중량%를 4차 투입하여 200rpm 정도의 속도로 회전시켜 혼합하는 것에 의하여 본 발명에 따른 자기수평성 몰탈 조성물의 실시예 2를 얻었다.3% by weight of silica fume, 3% by weight of fine slag powder, 5% by weight of fly ash, 5% by weight of gypsum as shrinkage reducing agent, 0.2% by weight of polyethylene glycol, 0.5 to 5mm of fiber length mixed with polypropylene and nylon Pre-mixing is performed by mixing 0.2% by weight of fiber fibers, 4.6% by weight of powdered resin mixed with latex-based and polyvinyl alcohol, into a mixer having a capacity of 0.1-0.5m 3, and then rotating them at a high speed of about 2,000rpm. 35% by weight of sand was added first to a large-capacity mixer, 40% by weight of Portland cement was added secondly, and 21% by weight of premixed additive was added thirdly, and 4% by weight of Pigment Yellow 42 was used as a natural inorganic pigment. Example 4 of the self-horizontal mortar composition which concerns on this invention was obtained by mixing 4th time and rotating by mixing at a speed of about 200 rpm.

[실시예 3]Example 3

고미분 혼화재로 슬래그 미분말 7중량%, 플라이애쉬 8중량%, 아크릴계 및 폴리프로필렌계가 혼합된 섬유길이 0.5∼5mm의 섬유화이버 0.2중량%, 에틸렌비닐아세 테이트계 및 라텍스계가 혼합된 분말수지 6중량%를 0.1∼0.5㎥ 용량의 믹서에 투입한 다음, 믹서를 2,000rpm 정도로 고속회전시켜 고르게 혼합하는 프리믹싱(pre-mixing)을 행하고, 대용량의 믹서에 모래 35중량%를 1차 투입하고, 포틀랜드 시멘트 35중량%를 2차 투입하고, 프리믹싱된 첨가제 21.2중량%를 3차 투입하고, 수축저감제로 칼슘설포알루미네이트계 2중량%, 석고계 4중량%, 폴리에틸렌글리콜 0.15중량%를 4차 투입하고, 천연 무기안료로 Pigment Red 101 2.65중량%를 5차 투입하여 200rpm 정도의 속도로 회전시켜 혼합하는 것에 의하여 본 발명에 따른 자기수평성 몰탈 조성물의 실시예 3을 얻었다.7% by weight of fine powder of slag, 8% by weight of fly ash, 0.2% by weight of fiber fibers with 0.5-5 mm of fiber length mixed with acrylic and polypropylene, and 6% by weight of powdered resin mixed with ethylene vinyl acetate and latex Is added to a mixer with a volume of 0.1 to 0.5 m 3, and then pre-mixed by mixing the mixer at high speed by rotating at about 2,000 rpm at high speed. 35 wt% was added secondly, 21.2 wt% of premixed additive was added thirdly, and 2 wt% of calcium sulfoaluminate, 4 wt% of gypsum, and 0.15 wt% of polyethylene glycol were added as a shrinkage reducing agent. , Example 3 of the self-horizontal mortar composition according to the present invention was obtained by adding 2.65% by weight of Pigment Red 101 as a natural inorganic pigment and rotating the mixture at a speed of about 200 rpm.

[실시예 4]Example 4

고미분 혼화재로 메타카오린 2중량%, 실리카 흄 3중량%, 슬래그 미분말 3중량%, 플라이애쉬 2중량%, 수축저감제로 칼슘설포알루미네이트계 2.5중량%, 석고계 5중량%, 폴리에틸렌글리콜 0.2중량%, 아크릴계 및 나일론계, 폴리프로필렌계가 혼합된 섬유길이 0.5∼5mm의 섬유화이버 0.3중량%, 에틸렌비닐아세테이트계 및 폴리비닐알콜계, 라텍스계가 혼합된 분말수지 5중량%, 천연 무기안료로 Pigment Yellow 42 2중량%를 0.1∼0.5㎥ 용량의 믹서에 투입한 다음, 믹서를 2,000rpm 정도로 고속회전시켜 고르게 혼합하는 프리믹싱(pre-mixing)을 행하고, 대용량의 믹서에 모래 35중량%를 1차 투입하고, 포틀랜드 시멘트 40중량%를 2차 투입하고, 프리믹싱된 첨가제 25중량%를 3차 투입하여 200rpm 정도의 속도로 회전시켜 혼합하는 것에 의하여 본 발명에 따른 자기수평성 몰탈 조성물의 실시예 4를 얻었다.2% by weight of metakaolin, 3% by weight of silica fume, 3% by weight of fine slag, 2% by weight of fly ash, 2.5% by weight of calcium sulfoaluminate, 5% by weight of gypsum, polyethylene glycol 0.2% by shrinkage reducing agent %, 0.5% to 5mm fiber fiber mixed with acryl, nylon and polypropylene fiber, 5% by weight ethylene vinyl acetate and polyvinyl alcohol and latex powder powder resin, Pigment Yellow as natural inorganic pigment 42 2 wt% is added to a 0.1 ~ 0.5m3 mixer, and the mixer is rotated at 2,000rpm at high speed for pre-mixing to mix evenly, and 35 wt% of sand is first introduced to a large capacity mixer. 40 wt% of Portland cement was added secondly, and 25 wt% of the premixed additive was added thirdly to rotate at a speed of about 200 rpm, followed by mixing to seal the self-leveling mortar composition according to the present invention. Example 4 was obtained.

[비교예][Comparative Example]

대용량의 믹서에 모래 40중량%를 1차 투입하고, 시멘트 40중량%를 2차 투입하고, 무수석고 5중량%, 슬래그 미분말 5중량%, 칼슘설포알루미네이트 클링커 5중량%, 분산제, 증점제, 소포제 등의 혼화제 5중량%를 3차 투입하여 200rpm 정도의 속도로 회전시켜 혼합하는 것에 의하여 자기수평성 몰탈 조성물의 비교예를 얻었다.40% by weight of sand is first added to the large-capacity mixer, 40% by weight of cement is added secondly, 5% by weight of anhydrous gypsum, 5% by weight of fine slag powder, 5% by weight of calcium sulfoaluminate clinker, dispersant, thickener, and antifoaming agent. A comparative example of the self-horizontal mortar composition was obtained by adding 3% by weight of an admixture such as a third mixture and rotating the mixture at a speed of about 200 rpm.

상기와 같이 얻어진 실시예 1 내지 실시예 4 및 비교예의 물성을 한국공업규격인 KS F 4041에 준하여 시험하고 그 결과를 다음의 표 1에 나타낸다.The physical properties of Examples 1 to 4 and Comparative Examples obtained as described above were tested according to Korean Industrial Standard KS F 4041, and the results are shown in Table 1 below.

항목Item 실시예 1Example 1 실시예 2Example 2 실시예 3Example 3 실시예 4Example 4 비교예Comparative example 플로우 (mm)Flow (mm) 215215 217217 219219 220220 195195 응결시간 (시:분)Condensation time (hour: minute) 초결First 3:153:15 3:053:05 2:502:50 2:202:20 3:303:30 종결closing 7:457:45 6:556:55 6:206:20 5:505:50 10:1010:10 휨강도 (kgf/㎠)Flexural strength (kgf / ㎠) 68.068.0 72.672.6 75.875.8 82.082.0 60.560.5 압축강도 (kgf/㎠)Compressive strength (kgf / ㎠) 296296 310310 345345 364364 280280 부착강도 (kgf/㎠)Adhesion Strength (kgf / ㎠) 13.513.5 14.814.8 16.216.2 19.019.0 12.012.0 내충격성Impact resistance 이상없음clear 이상없음clear 이상없음clear 이상없음clear 이상없음clear 길이변화율 (%)Length change rate (%) -0.048-0.048 내마모성 (mg/㎟)Abrasion Resistance (mg / ㎡) 0.1480.148 0.1420.142 0.1400.140 0.1300.130 0.1900.190

상기한 표 1로부터 알 수 있는 바와 같이, 본 발명에 따른 자기수평성 몰탈 조성물의 실시예 1 내지 실시예 4는 비교예에 비하여 플로우가 크게 나타나므로 유동성이 우수함을 알 수 있다. 또 종결까지 걸리는 응결시간이 2시간 25분에서 4시간 20분까지 단축되므로, 시공에 소요되는 시간은 크게 절약하는 것이 가능하다. 그리고 휨강도, 압축강도, 부착강도가 비교예에 비하여 향상됨을 알 수 있으며, 수축에 따른 길이변화가 적음을 알 수 있다.As can be seen from Table 1, Examples 1 to 4 of the self-horizontal mortar composition according to the present invention can be seen that the flow is excellent compared to the comparative example because the flow is excellent. In addition, the condensation time until the end is shortened from 2 hours 25 minutes to 4 hours 20 minutes, it is possible to greatly save the time required for construction. In addition, it can be seen that the bending strength, the compressive strength, and the adhesion strength are improved as compared with the comparative example, and the change in length due to shrinkage is small.

상기에서는 본 발명에 따른 자기수평성 몰탈 조성물의 바람직한 실시예에 대하여 설명하였지만, 본 발명은 이에 한정되는 것이 아니고 특허청구범위와 발명의 상세한 설명의 범위 안에서 여러가지로 변형하여 실시하는 것이 가능하고, 이 또한 본 발명의 범위에 속한다.In the above, a preferred embodiment of the self-horizontal mortar composition according to the present invention has been described. However, the present invention is not limited thereto, and various modifications can be made within the scope of the claims and the detailed description of the invention. It belongs to the scope of the present invention.

상기와 같이 이루어지는 본 발명에 따른 자기수평성 몰탈 조성물에 의하면, 고미분 혼화재, 섬유 화이버, 분말수지 등을 사용하므로, 응결시간이 짧아 시공성이 우수하며, 부착강도 및 휨강도 등이 우수하여 3∼10mm 정도의 두께로 바닥면을 시공하는 경우에도 층분리 및 균열이 발생하지 않는다.According to the self-horizontal mortar composition according to the present invention made as described above, since the fine powder admixture, fiber fibers, powder resin, etc. are used, the setting time is short, the workability is excellent, the adhesion strength and the bending strength are excellent, 3 to 10 mm Even when the floor is constructed to a thickness, the separation and cracking do not occur.

또 본 발명에 따른 자기수평성 몰탈 조성물에 의하면, 고미분 혼화재, 섬유 화이버, 분말수지 등을 프리믹싱하므로, 소량으로 첨가되는 재료가 고르게 혼합되어 전체적으로 균일한 물성을 갖게 된다.In addition, according to the self-horizontal mortar composition according to the present invention, the pre-mixing of the fine powder admixtures, fiber fibers, powder resins, etc., so that a small amount of the added material is evenly mixed to have a uniform physical property as a whole.

Claims (5)

시멘트 30∼60중량%, 모래 30∼60중량%, 고미분 혼화재 0.1∼30중량%, 천연 무기안료 0.1∼10중량%, 섬유 화이버 0.0001∼3.0중량%, 수축저감제 0.1∼5.0중량%, 기타 첨가제 0.05∼10중량%를 혼합하여 이루어지는 자기수평성 몰탈 조성물.30 to 60% by weight of cement, 30 to 60% by weight of sand, 0.1 to 30% by weight fine powder admixture, 0.1 to 10% by weight of natural inorganic pigment, 0.0001 to 3.0% by weight of fiber fiber, 0.1 to 5.0% by weight of shrinkage reducing agent Self-horizontal mortar composition which mixes 0.05-10 weight% of additives. 청구항 1에 있어서,The method according to claim 1, 분말수지 0.1∼10중량%를 더 첨가하여 혼합하는 자기수평성 몰탈 조성물.The self-horizontal mortar composition which adds and mixes 0.1-10 weight% of powder resins. 청구항 1에 있어서,The method according to claim 1, 상기 기타 첨가제는 유동화제 0.01∼2.5중량%, 증점제 0.01∼2.5중량%, 지연제 0.01∼2.5중량%, 촉진제 0.01∼2.5중량% 중에서 하나이상을 선택하여 첨가하고,The other additives are selected by adding one or more of 0.01 to 2.5% by weight of the fluidizing agent, 0.01 to 2.5% by weight of the thickener, 0.01 to 2.5% by weight of the retardant, 0.01 to 2.5% by weight of the accelerator, 상기 유동화제로는 멜라민계 및 나프탈렌계를 단독 또는 혼합하여 사용하고,As the fluidizing agent, melamine-based and naphthalene-based alone or mixed, 상기 증점제로는 메틸셀룰로오즈계를 재료분리저감제로 사용하고,As the thickener, methyl cellulose type is used as a material separation reducing agent, 상기 지연제로는 엑시드계를 사용하고,As the retardant is used an acid system, 상기 촉진제로는 카보네이트계를 사용하는 자기수평성 몰탈 조성물.Self-horizontal mortar composition using a carbonate type as the accelerator. 청구항 1 내지 청구항 3 중 어느 한항에 있어서,The method according to any one of claims 1 to 3, 상기 고미분 혼화재로는 메타카오린, 실리카흄, 슬래크 미분말, 플라이애쉬 중에서 1가지 이상을 선택하여 사용하고,As the high fine powder admixture, at least one selected from metakaolin, silica fume, fine slag powder, and fly ash is used, 상기 수축저감제로는 칼슘설포알루미네이트계, 석고계, 유기계 혼화제인 글리콜계 중에서 1가지 이상을 선택하여 사용하고,As the shrinkage reducing agent, one or more selected from the group consisting of calcium sulfo aluminate-based, gypsum-based and glycol-based organic admixtures are used. 상기 섬유화이버로는 나일론계,아크릴계,폴리프로필렌계 중에서 1가지 이상을 선택 조합하여 사용하고, 0.1∼9.0mm 범위의 길이를 갖는 섬유를 사용하고,As the fiber fibers, one or more selected from nylon, acrylic, and polypropylene-based combinations are used, and fibers having a length in the range of 0.1 to 9.0 mm are used. 상기 분말수지로는 에틸렌비닐아세테이트계, 폴리비닐알콜계, 라텍스계 분말 중에서 1가지 이상을 선택 조합하여 사용하는 자기수평성 몰탈 조성물.The powder resin as a self-horizontal mortar composition used in combination of one or more selected from ethylene vinyl acetate-based, polyvinyl alcohol-based, latex-based powder. 청구항 4에 있어서,The method according to claim 4, 상기 고미분 혼화재, 수축저감제, 섬유화이버, 분말수지, 천연 무기안료, 기타 첨가제 중에서 2가지 이상을 선택하여 1,700∼2,500rpm으로 고속회전하는 0.1∼0.5㎥ 용량의 믹서를 이용하여 프리믹싱을 행하는 자기수평성 몰탈 조성물.Premixing is performed using a mixer of 0.1-0.5m3 capacity that rotates at high speed at 1,700-2,500rpm by selecting two or more of the above fine powder admixture, shrink reducing agent, fiber fiber, powdered resin, natural inorganic pigment and other additives. Self-horizontal mortar composition.
KR20060049651A 2006-06-02 2006-06-02 Self-leveling mortar composition KR100769853B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR20060049651A KR100769853B1 (en) 2006-06-02 2006-06-02 Self-leveling mortar composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR20060049651A KR100769853B1 (en) 2006-06-02 2006-06-02 Self-leveling mortar composition

Publications (1)

Publication Number Publication Date
KR100769853B1 true KR100769853B1 (en) 2007-10-24

Family

ID=38815721

Family Applications (1)

Application Number Title Priority Date Filing Date
KR20060049651A KR100769853B1 (en) 2006-06-02 2006-06-02 Self-leveling mortar composition

Country Status (1)

Country Link
KR (1) KR100769853B1 (en)

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100941740B1 (en) 2008-09-23 2010-02-11 주식회사 장 남 Composition of inorganic floor material
KR100991501B1 (en) 2010-04-26 2010-11-04 (유)한국기계 Permeable concrete and paving method for road using the same
KR101000258B1 (en) 2009-05-28 2010-12-10 한국건설기술연구원 High performance composite material for shotcrete
KR101176823B1 (en) 2012-04-20 2012-08-24 (주)상봉이엔씨 Latex modified concrete composition used polyfiber and polymer powder
KR101190243B1 (en) 2009-08-21 2012-10-12 박경남 Dry mortar composition and process for figurative body of architecture using the same
KR101219673B1 (en) 2012-10-06 2013-01-09 고상호 A fast curable mortar and method for reinforcement of concrete structure using thereof
KR101530172B1 (en) * 2014-11-03 2015-06-30 (주)대한하이텍건설 Non-Shrink Chemical Grout Material Composition and Grouting Methods Using Thereof
KR101547895B1 (en) 2014-11-18 2015-08-31 매일종합건설(주) water-soluble latex mortar for concrete repair and construction and method of manufacturing the same and method
KR101635969B1 (en) * 2015-01-09 2016-07-04 전북대학교산학협력단 A composite of colored mortar
KR20200105566A (en) 2019-02-28 2020-09-08 주식회사 중앙폴리텍 Latex modified ultra rapid hardening self levelling finish material composition having excellent curable property in low temperature
KR102243265B1 (en) * 2020-07-21 2021-04-22 삼부토건주식회사 Cement composition with thixotrophic agent and concrete composition thereof
KR20220014910A (en) * 2020-02-20 2022-02-07 인성에이앤티 주식회사 Hydraulic hardened repair composition and manufacturing method thereof
KR102481138B1 (en) * 2021-12-29 2022-12-23 조병한 Inorganic cosmetic composition
KR102662384B1 (en) * 2021-09-07 2024-05-02 동남기업 주식회사 Flowable concrete composition with excellent workability and resistance to material separation

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR970010703A (en) * 1995-08-19 1997-03-27 박호규 Self-Leveling Mortar Compositions and Color Mortar Compositions
KR970042373A (en) * 1995-12-30 1997-07-24 서석구 Cement-based mortar composition with self-leveling for underfloor heating in buildings
KR19980058252A (en) * 1996-12-30 1998-09-25 서석구 Polymer Reinforced Cement-Based Magnetic Horizontal Floor Finishing Composition
KR20060055589A (en) * 2004-11-18 2006-05-24 아세아시멘트주식회사 Composition of semi self leveling mortar for floor-heating system of architecture
KR20190000098A (en) * 2017-06-22 2019-01-02 주식회사 렛츠 The manufacturing method of natural petal cosmetic water composition to have natural petal

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR970010703A (en) * 1995-08-19 1997-03-27 박호규 Self-Leveling Mortar Compositions and Color Mortar Compositions
KR970042373A (en) * 1995-12-30 1997-07-24 서석구 Cement-based mortar composition with self-leveling for underfloor heating in buildings
KR19980058252A (en) * 1996-12-30 1998-09-25 서석구 Polymer Reinforced Cement-Based Magnetic Horizontal Floor Finishing Composition
KR20060055589A (en) * 2004-11-18 2006-05-24 아세아시멘트주식회사 Composition of semi self leveling mortar for floor-heating system of architecture
KR20190000098A (en) * 2017-06-22 2019-01-02 주식회사 렛츠 The manufacturing method of natural petal cosmetic water composition to have natural petal

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100941740B1 (en) 2008-09-23 2010-02-11 주식회사 장 남 Composition of inorganic floor material
KR101000258B1 (en) 2009-05-28 2010-12-10 한국건설기술연구원 High performance composite material for shotcrete
KR101190243B1 (en) 2009-08-21 2012-10-12 박경남 Dry mortar composition and process for figurative body of architecture using the same
KR100991501B1 (en) 2010-04-26 2010-11-04 (유)한국기계 Permeable concrete and paving method for road using the same
KR101176823B1 (en) 2012-04-20 2012-08-24 (주)상봉이엔씨 Latex modified concrete composition used polyfiber and polymer powder
KR101219673B1 (en) 2012-10-06 2013-01-09 고상호 A fast curable mortar and method for reinforcement of concrete structure using thereof
KR101530172B1 (en) * 2014-11-03 2015-06-30 (주)대한하이텍건설 Non-Shrink Chemical Grout Material Composition and Grouting Methods Using Thereof
KR101547895B1 (en) 2014-11-18 2015-08-31 매일종합건설(주) water-soluble latex mortar for concrete repair and construction and method of manufacturing the same and method
KR101635969B1 (en) * 2015-01-09 2016-07-04 전북대학교산학협력단 A composite of colored mortar
KR20200105566A (en) 2019-02-28 2020-09-08 주식회사 중앙폴리텍 Latex modified ultra rapid hardening self levelling finish material composition having excellent curable property in low temperature
KR20220014910A (en) * 2020-02-20 2022-02-07 인성에이앤티 주식회사 Hydraulic hardened repair composition and manufacturing method thereof
KR102426024B1 (en) * 2020-02-20 2022-07-29 인성에이앤티 주식회사 Hydraulic hardened repair composition and manufacturing method thereof
KR102243265B1 (en) * 2020-07-21 2021-04-22 삼부토건주식회사 Cement composition with thixotrophic agent and concrete composition thereof
KR102662384B1 (en) * 2021-09-07 2024-05-02 동남기업 주식회사 Flowable concrete composition with excellent workability and resistance to material separation
KR102481138B1 (en) * 2021-12-29 2022-12-23 조병한 Inorganic cosmetic composition

Similar Documents

Publication Publication Date Title
KR100769853B1 (en) Self-leveling mortar composition
CN105777040B (en) Ceramic tile bond and preparation method thereof
US20080057206A1 (en) Hydraulic cement compositions and method of forming floor underlayment
US20120048466A1 (en) Easy mix mortar/grout composition, method of making and using thereof
JPH06500525A (en) Reinforced cement mixed with selected aggregates
CN109809779A (en) Surface layer mortar, grinding stone, plate and preparation method thereof
US8912255B2 (en) Self-consolidating concrete (SCC) mixture having a compressive strength of at least 25 MPa at 28 days of age
US20060130708A1 (en) Formulation of high mechanical strength ceramic stuccoes for decoration finishing in internal and external walls and process thereof
WO2016013823A1 (en) Low water content plastic composition comprising hydraulic cement and method for manufacturing same
EP3360854A1 (en) Ultra-fine white cement composition
US3895018A (en) Plaster composition
US20180148375A1 (en) Concrete composition
JP4894380B2 (en) Method for producing hydraulic composition
KR101106986B1 (en) Inorganic-Based Hydraulic Composition of Floor Using
RU2303579C1 (en) Multi-purpose dry cement composition
KR20140038627A (en) Lightweight foamed concrete wall of lightweight foamed concrete composition and take advantage of this manufacturing method
RU2262493C1 (en) Dry pack mortar
JP2673233B2 (en) Self-leveling composition and kit for producing the composition
JP2009215136A (en) Hydraulic composition
RU2364576C1 (en) Complex modifying additive for construction mortar and method for production of construction mortar
KR101586489B1 (en) Mortar flooring color finishing material and the manufacturing method thereof
JP2701028B2 (en) Cement-based self-leveling material
CN1618764A (en) High strength architectural dry powder grout
KR100597972B1 (en) High-durability white color concrete composition
CN113387662A (en) Novel gypsum surface layer self-leveling material

Legal Events

Date Code Title Description
A201 Request for examination
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20121019

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20131018

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20141005

Year of fee payment: 8

LAPS Lapse due to unpaid annual fee