KR20180078803A - Cement board - Google Patents
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- KR20180078803A KR20180078803A KR1020160183957A KR20160183957A KR20180078803A KR 20180078803 A KR20180078803 A KR 20180078803A KR 1020160183957 A KR1020160183957 A KR 1020160183957A KR 20160183957 A KR20160183957 A KR 20160183957A KR 20180078803 A KR20180078803 A KR 20180078803A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B14/00—Use 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
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/04—Silica-rich materials; Silicates
- C04B14/06—Quartz; Sand
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use 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
- C04B18/04—Waste materials; Refuse
- C04B18/06—Combustion residues, e.g. purification products of smoke, fumes or exhaust gases
- C04B18/061—Ashes from fluidised bed furnaces
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use 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
- C04B18/04—Waste materials; Refuse
- C04B18/14—Waste materials; Refuse from metallurgical processes
- C04B18/146—Silica fume
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
- C04B22/08—Acids or salts thereof
- C04B22/14—Acids or salts thereof containing sulfur in the anion, e.g. sulfides
- C04B22/142—Sulfates
- C04B22/143—Calcium-sulfate
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
- C04B2103/302—Water reducers
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
- C04B2103/32—Superplasticisers
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/44—Thickening, gelling or viscosity increasing agents
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/60—Agents for protection against chemical, physical or biological attack
- C04B2103/65—Water proofers or repellants
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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- Chemical & Material Sciences (AREA)
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Abstract
Description
본 발명은 시멘트보드에 관한 것으로서, 보다 상세하게는 바텀애시를 골재로 사용할 때에 강도 저하를 감소시키면서도 방수성 및 내구성을 확보할 수 있는 시멘트보드에 관한 것이다.The present invention relates to a cement board, and more particularly, to a cement board capable of securing water resistance and durability while reducing the strength drop when using bottom ash as an aggregate.
일반적으로 화력발전소에서는 석탄을 연소하여 전기를 생산한다. 석탄이 연소되는 과정에서 석탄회가 발생된다. 석탄회는 집진위치에 따라 플라이애시(fly ash), 바터애시(bottom ash) 등으로 구분된다.Generally, coal-fired power plants produce electricity by burning coal. As coal is burned, fly ash is generated. Fly ash is divided into fly ash and bottom ash depending on the collection location.
플라이애시는 발전소의 보일러에서 연소가스에 포함되어 전기집진기에 집진된다. 플라이애시는 미세한 분말이다. 바텀애시는 보일러의 노벽, 과열기, 재열기 등에 부착된 후 자중에 의해 바닥으로 떨어진 분말이다. 바텀애시의 입도는 대략 1-2.5mm 정도된다. 바텀애시는 발전과정에서 발생되는 석탄회 중에서 대략 10-20%를 차지한다.The fly ash is contained in the combustion gas in the boiler of the power plant and is collected in the electrostatic precipitator. Fly ash is a fine powder. Bottom ash is a powder that falls on the floor due to its own weight attached to the furnace wall, superheater, reheater, etc. The size of the bottom ash is about 1-2.5 mm. Bottom ash accounts for approximately 10-20% of the coal ash generated during the development process.
그러나, 종래에는 바텀애시의 재활용율이 낮기 때문에 대부분의 바텀애시는 매립장 등에 매립 된다. 따라서, 바텀애시의 재활용 방안 및 처리 방안이 요청된다.However, conventionally, since the recycling rate of bottom ash is low, most of the bottom ash is buried in a landfill or the like. Therefore, recycling and treatment of bottom ash are required.
본 발명의 배경기술은 대한민국 공개특허공보 제2016-0108881호(2016. 09. 21 공개, 발명의 명칭: 발광 가능한 생태블럭)에 개시되어 있다.BACKGROUND ART [0002] The background art of the present invention is disclosed in Korean Patent Laid-Open Publication No. 2016-0108881 (published on Sep. 21, 201, entitled "Luminescent Ecological Block").
본 발명은 상기와 같은 문제점을 개선하기 위해 창출된 것으로, 본 발명의 목적은 바텀애시를 골재로 사용할 때에 강도 저하를 감소시키면서도 방수성 및 내구성을 확보할 수 있는 시멘트보드를 제공하는 것이다.It is an object of the present invention to provide a cement board capable of securing waterproofness and durability while reducing strength deterioration when using bottom ash as an aggregate.
본 발명에 따른 시멘트보드는: 시멘트 35-55 중량%, 규사 10-20 중량%, 바텀애시 20-35 중량%, 실리카흄 2-5 중량%, 무수석고 1-6 중량%, 발수제 0.1-1.5 중량%, 감수제 0.1-1 중량%, 증점제 0.01-1 중량%, 유동화제 0.02-1.2 중량%를 혼합하여 혼합물을 제조하고, 혼합물을 압축 성형하여 제조하는 것을 특징으로 한다. The cement board according to the present invention comprises: cement 35-55 wt%, silica 10-20 wt%, bottom ash 20-35 wt%, silica fume 2-5 wt%, anhydrous gypsum 1-6 wt%, water repellent 0.1-1.5 wt By weight of a water reducing agent, 0.1 to 1% by weight of a water reducing agent, 0.01 to 1% by weight of a thickening agent and 0.02 to 1.2% by weight of a fluidizing agent to prepare a mixture.
상기 발수제는 금속염 및 올레이트 화합물일 수 있다.The water-repellent agent may be a metal salt and an oleate compound.
상기 증점제는 메틸 셀룰로우스 화합물일 수 있다.The thickening agent may be a methylcellulose compound.
본 발명에 따르면, 바텀애시를 사용하여 내구성 및 방수성 등을 확보할 수 있는 시멘트보드를 제조할 수 있다. 따라서, 바텀애시를 폐기하지 않고 재활용할 수 있으므로, 환경오염 및 자원낭비를 방지할 수 있다.INDUSTRIAL APPLICABILITY According to the present invention, it is possible to manufacture a cement board which can ensure durability and waterproof property by using bottom ash. Therefore, since the bottom ash can be recycled without being discarded, environmental pollution and waste of resources can be prevented.
이하, 본 발명에 따른 시멘트보드의 일 실시예를 설명한다. 시멘트보드를 설명하는 과정에서 후술되는 용어들은 본 발명에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운용자의 의도 또는 관례에 따라 달라질 수 있다. 그러므로 이러한 용어들에 대한 정의는 본 명세서 전반에 걸친 내용을 토대로 내려져야 할 것이다.Hereinafter, an embodiment of the cement board according to the present invention will be described. In describing the cement board, the terms described below are defined in consideration of the functions of the present invention, which may vary depending on the intention or custom of the user, the operator. Therefore, definitions of these terms should be made based on the contents throughout this specification.
본 발명의 일 실시예에 따른 시멘트보드는 시멘트 35-55 중량%, 규사 10-20 중량%, 바텀애시 20-35 중량%, 실리카흄 2-5 중량%, 무수석고 1-6 중량%, 발수제 0.1-1.5 중량%, 감수제 0.1-1 중량%, 증점제 0.01-1 중량%, 유동화제 0.02-1.2 중량%를 혼합하여 혼합물을 제조하고, 혼합물을 압축 성형하여 제조한다.The cement board according to an embodiment of the present invention may include cement 35-55 wt%, silica 10-20 wt%, bottom ash 20-35 wt%, silica fume 2-5 wt%, anhydrous gypsum 1-6 wt%, water repellent 0.1 -1.5 wt%, a water reducing agent 0.1-1 wt%, a thickening agent 0.01-1 wt%, and a fluidizing agent 0.02-1.2 wt% are mixed to prepare a mixture, and the mixture is compression molded.
시멘트보드는 혼합물을 물과 교반한 후 압축 성형 및 양생 공정을 거쳐 제조된다. 바텀애시는 물리적 특성상 모래와 유사한 입도 분포를 갖는다. 시멘트보드의 제조시 바텀애시가 사용되므로, 시멘트보드의 특성 개선을 위해 특성개선제가 부가된다. 특성개선제로는 실리카흄(silica fume), 무수석고(anhydrous gypsum), 발수제(water repellent agent), 감수제(water reducing agent), 증점제(thickening agent), 유동화제(high range water reducing agent) 등이 적용될 수 있다.The cement board is prepared by stirring the mixture with water, followed by compression molding and curing. The bottom ash has a particle size distribution similar to sand due to its physical properties. Since bottom ash is used in the production of the cement board, a property improving agent is added to improve the characteristics of the cement board. Examples of the property improving agent include silica fume, anhydrous gypsum, water repellent agent, water reducing agent, thickening agent, and high range water reducing agent. have.
시멘트로는 포틀랜드 시멘트를 사용하고, 조성비는 35-55 중량%가 바람직하다. 시멘트의 함유량은 시멘트보드의 내구성 및 압축강도를 증가시키기 위해 적절하게 조절될 수 있다. 시멘트의 함유량에 비례하여 시멘트보드의 압축강도가 증가한다. 일반적인 콘크리트 몰탈에서 시멘트의 함량비율이 15-25 중량%이나, 본 발명에서는 시멘트 함유량을 35-55 중량%로 증가시켜 압축강도를 증가시키도록 한다.Portland cement is used as the cement, and the composition ratio is preferably 35-55 wt%. The content of cement can be appropriately adjusted to increase the durability and compressive strength of the cement board. The compressive strength of cement board increases in proportion to the content of cement. In general, the content of cement in concrete mortar is 15-25 wt%, but in the present invention, the content of cement is increased to 35-55 wt% to increase the compressive strength.
바텀애시는 1mm 이하의 입도로 선별 및 건조하여 사용하는 것이 바람직하다. 바텀애시의 입도가 1mm를 초과하면 잔골재로서의 공급 충진 효과, 반응성 및 시공성이 저하된다.It is preferable that the bottom ash is selected and dried at a particle size of 1 mm or less. When the particle size of the bottom ash exceeds 1 mm, the feed filler effect as a fine aggregate, reactivity and workability are lowered.
실리카흄은 실리콘 제조시 발생되는 초미립자의 규소 부산물일 수 있다. 실리카흄은 시멘트 입자의 약 1/25 정도의 초미립자이다. 실리카흄은 알칼리의 존재하에 포졸란(pozzolan) 반응을 일으키는 물질이다. 포졸란 반응이란 수분과 알칼리가 존재하는 경우에 시멘트 수화물인 칼슘 하이드레이트(CH: calcium hydrate)가 수산화칼슘(calcium hydroxide)과 반응하여 칼숨실리케이트 하이드레이트(calcium silicate hydrate) 결합을 한다. 실리카흄은 시멘트와 결합시 수화반응시 생성되는 수산화칼슘과 반응하여 시멘트 역할을 하는 하이드레이트의 비율을 증가시킨다. 실리카흄은 시멘트보드의 압축강도를 증가시킬 뿐만 아니라 안정성, 수밀성 및 내화학성을 증가시킨다.The silica fume may be the silicon by-product of the ultrafine particles generated during the production of silicon. Silica fume is about 1/25 of cement particles. Silica fume is a substance that causes a pozzolan reaction in the presence of an alkali. In the presence of water and alkali, the hydration of cement, calcium hydrate (CH), reacts with calcium hydroxide to form calcium silicate hydrate. Silica fume reacts with the calcium hydroxide produced in hydration reaction when combined with cement, thereby increasing the ratio of hydrate that acts as cement. Silica fume not only increases the compressive strength of cement board but also increases stability, water tightness and chemical resistance.
무수석고는 시멘트보드의 크랙을 감소시키기 위해 첨가된다. 무수석고는 물과 팽창반응을 일으킴으로써 시멘트보드의 제조후에 표면 안정화 및 내구성 강화를 유도한다. 무수석고는 혼합물에 과다 투입되면 시멘트보드의 제조후 과팽창에 의한 균열이 촉진되므로, 1-6 중량% 범위 내로 제한되는 것이 바람직하다.Anhydrous gypsum is added to reduce cracking of the cement board. Anhydrous gypsum causes an expansion reaction with water to induce surface stabilization and durability enhancement after production of the cement board. It is preferable that the anhydrous gypsum is confined within the range of 1-6 wt%, since excessive introduction of the gypsum into the mixture accelerates cracking due to the expansion and after manufacture of the cement board.
발수제는 시멘트보드의 방수성능을 향상시킨다. 발수제로는 금속염 및 올레이트 화합물을 제시한다. 발수제는 압축강도를 향상시키고, 분산성을 향상시킨다. 발수제는 0.1-1.5 중량%로 첨가되는 것이 바람직하다. 발수제가 0.1 중량% 미만으로 사용되면 방수성이 떨어지고, 1.5 중량%를 초과하면 점성 과도로 인해 시멘트보드의 성형성이 현저히 저하된다.The water repellent improves the waterproof performance of the cement board. As water repellent agents, metal salts and oleate compounds are suggested. The water repellent improves the compressive strength and improves the dispersibility. The water repellent agent is preferably added in an amount of 0.1 to 1.5% by weight. When the water repellent agent is used in an amount of less than 0.1 wt%, the waterproof property is poor. When the water repellent agent is used in an amount exceeding 1.5 wt%, the viscosity of the cement board is remarkably decreased due to the viscosity transient.
감수제는 시멘트 중량의 0.1-1% 정도밖에 첨가되지만 내구성 및 강도를 증가시키고, 시멘트의 절약에 도움이 된다. 감수제는 0.1-1 중량%가 첨가되는 것이 바람직하다. 감수제가 0.1 중량% 미만으로 첨가되면 감수성능이 저하되고, 1 중량%를 초과하여 첨가되면 원재료비가 상승되고 내구성이 저하된다. 감수제로는 멜라민계 감수제(melamine water reducing agent)를 적용한다. 멜라닌계 감수제는 단위수량 감소를 통한 압축강도과 분산성을 증진시킨다.The water reducing agent is added only about 0.1-1% of the weight of the cement, but it increases durability and strength, and it helps to save cement. It is preferable that 0.1-1 wt% of the water reducing agent is added. When the water reducing agent is added in an amount of less than 0.1% by weight, the water reducing performance is deteriorated. When the water reducing agent is added in an amount exceeding 1% by weight, the raw material cost is increased and the durability is decreased. A melamine water reducing agent is used as the water reducing agent. The melanin-based water reducing agent improves the compressive strength and dispersibility by reducing the unit water.
증점제는 점도를 증가킴에 따라 물질간의 점착성을 향상시킨다. 증점제로는 메틸셀룰로우스 화합물(methyl cellulose)을 제시한다. 증점제는 0.01-1 중량%가 첨가되는 것이 바람직하다.Thickener improves adhesion between materials as viscosity increases. As a thickener, methyl cellulose is suggested. The thickener is preferably added in an amount of 0.01 to 1% by weight.
유동화제는 시멘트입자에 흡착된 음전하의 입자간 반발격으로 시멘트입자를 분산시켜 일시적으로 시멘트풀의 유동성을 개선한다. 유동화제로는 폴리카본산계 분말유동화제(polycarbon) 등이 이용될 수 있다. 유동화제는 0.02-1.2 중량%가 첨가되는 것이 바람직하다.The fluidizing agent temporarily disperses the cement particles at a repulsive interval between the negatively charged particles adsorbed on the cement particles to temporarily improve the fluidity of the cement paste. As the fluidizing agent, a polycarbonate-based powder fluidizer or the like may be used. The fluidizing agent is preferably added in an amount of 0.02 to 1.2% by weight.
상기한 시멘트 몰탈의 조성물은 작업현장에서 시멘트, 골재, 방수제를 물과 혼합하는 방식이 아니라, 시멘트, 규사, 바텀애시, 특성개선제를 건조상태로 미리 혼합한 제품으로 작업현장에서 규정된 양의 물을 혼합하여 사용하면 된다.The above-mentioned composition of the cement mortar is not a method of mixing cement, aggregate and waterproofing agent with water at the working site but is a product which is preliminarily mixed with the cement, silica sand, bottom ash and characteristics improving agent in a dry state. May be mixed and used.
아래에서는 상기한 혼합물을 이용하여 시멘트보드를 제조하는 시험예에 관해 설명하기로 한다.Hereinafter, a test example for producing a cement board using the above mixture will be described.
먼저, 혼합물에 바텀애시를 부가하지 않고 규사만을 골재로 사용한 경우에 관해 설명한다. First, the case where only silica sand is used as an aggregate without adding bottom ashes to the mixture will be described.
시멘트 45 중량%, 규사 49 중량%, 실리카흄 2 중량%, 무수석고 3.38 중량%, 발수제 0.4 중량%, 감수제 0.15 중량%, 증점제 0.04 중량%, 유동화제 0.03 중량%를 혼합한다.45 wt% of cement, 49 wt% of silica sand, 2 wt% of silica fume, 3.38 wt% of anhydrous gypsum, 0.4 wt% of water repellent agent, 0.15 wt% of water reducing agent, 0.04 wt% of thickener and 0.03 wt% of fluidizing agent are mixed.
상기한 혼합물 몰탈에 물을 혼합한다. 이때, 물/몰탈비가 0.22가 되도록 물을 첨가하여 혼합한 후 시멘트 액체형 방수재 시험방법(KS F 4925-2001)에 따라 압축강도, 투수비 및 플로우에 관한 시험을 실시한다.Water is mixed into the mixture mortar described above. At this time, water is added and mixed so that the water / mortar ratio is 0.22, and then the test is conducted on the compressive strength, permeability and flow according to the test method of cement liquid type waterproofing material (KS F 4925-2001).
이러한 시험방법에 따라 시험한 결과, 압축강도는 3일째 20, 7일째 28, 28일째 36로 나타났고, 투수비는 0.65, 플로우는 21.8cm로 나타났다. As a result of the test according to this test method, the compressive strength was 20 , Day 7 28 , Day 28 , The pitch ratio was 0.65, and the flow was 21.8cm.
상기 시험의 경우 시멘트 액체형 방수재 시험방법에 규정된 압축강도 26, 투수비 0.7 이하의 규정치를 충분히 만족한다.For the above test, the compressive strength specified in the test method for cement liquid type waterproofing material 26 , And the specified value of the permeability ratio of 0.7 or less is sufficiently satisfied.
다음으로, 혼합물에 바텀애시를 부가하여 규사와 바텀애시를 골재로 사용한 경우에 관해 설명한다. Next, a case in which bottom ashes are added to the mixture to use silica sand and bottom ashes as aggregates will be described.
시멘트 45 중량%, 규사 17 중량%, 바텀애시 33 중량%, 실리카흄 2 중량%, 무수석고 3.38 중량%, 발수제 0.4 중량%, 감수제 0.15 중량%, 증점제 0.04 중량%, 유동화제 0.03 중량%를 혼합한다.A mixture of 45 wt% of cement, 17 wt% of silica, 33 wt% of bottom ash, 2 wt% of silica fume, 3.38 wt% of anhydrous gypsum, 0.4 wt% of water repellent agent, 0.15 wt% of water reducing agent, 0.04 wt% of thickener, .
상기한 혼합물 몰탈에 물을 혼합한다. 이때, 물/몰탈비가 0.29가 되도록 물을 첨가하여 혼합한 후 시멘트 액체형 방수재 시험방법(KS F 4925-2001)에 따라 압축강도, 투수비 및 플로우에 관한 시험을 실시한다.Water is mixed into the mixture mortar described above. At this time, water is added and mixed so that the water / mortar ratio is 0.29, and then the compression strength, permeability and flow test are performed according to the test method of the cement liquid type waterproofing material (KS F 4925-2001).
이러한 시험방법에 따라 시험한 결과, 압축강도는 3일째 24, 7일째 33.2, 28일째 41.6로 나타났고, 투수비는 0.49, 플로우는 22.4cm로 나타났다.As a result of the test according to this test method, the compressive strength was 24 , Day 7 33.2 , Day 28 on day 41.6 , The permeability ratio was 0.49, and the flow was 22.4cm.
상기 시험의 경우 규사와 바텀애시를 대략 1:2의 비율로 골재로 사용한 배합에서 압축강도, 플로우 및 방수성능이 증대되는 것을 알 수 있다.In the above test, the compressive strength, flow and waterproof performance are increased in the case of using a mixture of silica sand and bottom ash at a ratio of about 1: 2 as an aggregate.
다음으로, 혼합물에 바텀애시만을 골재로 사용하고, 규사는 사용하지 않은 경우에 관해 설명한다.Next, the case where the bottom ash is used as the aggregate in the mixture and the sandpaper is not used will be described.
시멘트 45 중량%, 바텀애시 49 중량%, 실리카흄 2 중량%, 무수석고 3.38 중량%, 발수제 0.4 중량%, 감수제 0.15 중량%, 증점제 0.04 중량%, 유동화제 0.03 중량%를 혼합한다.A mixture of 45 wt% of cement, 49 wt% of bottom ash, 2 wt% of silica fume, 3.38 wt% of anhydrous gypsum, 0.4 wt% of a water repellent agent, 0.15 wt% of a water reducing agent, 0.04 wt% of a thickener and 0.03 wt% of a fluidizing agent.
상기한 혼합물 몰탈에 물을 혼합한다. 이때, 물/몰탈비가 0.35가 되도록 물을 첨가하여 혼합한 후 시멘트 액체형 방수재 시험방법(KS F 4925-2001)에 따라 압축강도, 투수비 및 플로우에 관한 시험을 실시한다.Water is mixed into the mixture mortar described above. At this time, water is added and mixed so that the water / mortar ratio is 0.35, and then the test is conducted on the compressive strength, permeability and flow according to the test method of cement liquid type waterproofing material (KS F 4925-2001).
이러한 시험방법에 따라 시험한 결과, 압축강도는 3일째 15.2, 7일째 , 28일째 26.7로 나타났고, 투수비는 0.68, 플로우는 17.8cm로 나타났다.According to this test method, the compressive strength was 15.2 , Day 7 , Day 26 on day 28 , The permeability ratio was 0.68, and the flow was 17.8cm.
상기 시험의 경우 바텀애시만 골재로 사용한 배합에서 압축강도, 플로우 및 방수성능이 급격하게 저하되는 것을 알 수 있다.In the test described above, the compressive strength, flow, and waterproof performance are drastically lowered in the case of using as a bottom ash aggregate.
상기한 시험예 외에도 몰탈 조성물의 배합비, 물/몰탈비 등의 여러 조건들 변경해 가면서 시험을 수행하였다. 이러한 시혐결과 강도 저하를 최소화시키면서 방수성 및 내구성을 확보할 수 있는 조성물의 혼합비를 도출할 수 있었다.In addition to the above test examples, the test was carried out while varying various conditions such as the mixing ratio of the mortar composition and the water / mortar ratio. As a result, the mixing ratio of the composition capable of securing water resistance and durability can be derived while minimizing the strength drop.
본 발명은 도면에 도시된 실시예를 참고로 하여 설명되었으나, 이는 예시적인 것에 불과하며, 당해 기술이 속하는 분야에서 통상의 지식을 가진 자라면 이로부터 다양한 변형 및 균등한 타 실시예가 가능하다는 점을 이해할 것이다.While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it will be understood by those of ordinary skill in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims. I will understand.
따라서, 본 발명의 진정한 기술적 보호범위는 청구범위에 의해서 정하여져야 할 것이다.Accordingly, the true scope of protection of the present invention should be defined by the claims.
Claims (3)
A water-repellent agent 0.1-1.5 wt.%, A water reducing agent 0.1-1 wt.%, A water-repellent agent 0.1-3 wt.%, 0.01 to 1% by weight of a thickener, 0.02 to 1.2% by weight of a fluidizing agent to prepare a mixture, and the mixture is compression molded.
상기 발수제는 금속염 및 올레이트 화합물인 것을 특징으로 하는 시멘트보드.
The method according to claim 1,
Wherein the water repellent agent is a metal salt and an oleate compound.
상기 증점제는 메틸 셀룰로우스 화합물인 것을 특징으로 하는 시멘트보드. The method according to claim 1,
Wherein the thickening agent is a methylcellulose compound.
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