KR20210147819A - Composition of cement surface preparation compound for heat insulating material and Cement surface preparation compound for heat insulating material comprising the same - Google Patents

Composition of cement surface preparation compound for heat insulating material and Cement surface preparation compound for heat insulating material comprising the same Download PDF

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KR20210147819A
KR20210147819A KR1020200093116A KR20200093116A KR20210147819A KR 20210147819 A KR20210147819 A KR 20210147819A KR 1020200093116 A KR1020200093116 A KR 1020200093116A KR 20200093116 A KR20200093116 A KR 20200093116A KR 20210147819 A KR20210147819 A KR 20210147819A
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cement
insulation
weight
material composition
parts
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김득모
류화성
신상헌
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김득모
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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
    • 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
    • C04B41/5001Coating 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 carbon or carbonisable materials
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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
    • C04B14/022Carbon
    • C04B14/024Graphite
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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
    • C04B14/04Silica-rich materials; Silicates
    • C04B14/06Quartz; Sand
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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
    • 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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    • 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
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/0076Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials characterised by the grain distribution
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    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
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    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/38Polysaccharides or derivatives thereof
    • C04B24/383Cellulose or derivatives thereof
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    • 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
    • C04B28/14Compositions 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 calcium sulfate cements
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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
    • 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
    • C04B41/4598Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with waste materials
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    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
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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
    • C04B41/46Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/48Macromolecular compounds
    • C04B41/4857Other macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B41/4861Polyalkenes
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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
    • C04B41/46Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/48Macromolecular compounds
    • C04B41/4857Other macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B41/4873Polyvinylacetals
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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
    • 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
    • C04B41/5025Coating 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 ceramic materials
    • C04B41/5029Magnesia
    • 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 cement-based base adjustment material composition for an insulation and a cement-based base adjustment material for the insulation comprising the same. Provided are the cement-based base adjustment material composition for the insulation that not only suppresses combustion compared to a cement-based base adjustment material that uses high usage amount of an existing organic material, but also reduces heat permeability; and the cement-based base adjustment material for the insulation comprising the same. The cement-based base adjustment material composition for the insulation comprises a cement, a blast furnace slag, a magnesium oxide, an expanded graphite with a particle size of 80-120 mesh, and an aggregate.

Description

단열재용 시멘트계 바탕조정재 조성물 및 이를 포함하는 단열재용 시멘트계 바탕조정재{Composition of cement surface preparation compound for heat insulating material and Cement surface preparation compound for heat insulating material comprising the same}Cement-based base adjusting material composition for heat insulating material and cement-based base adjusting material for heat insulating material comprising the same

본 발명은 단열재용 시멘트계 바탕조정재 조성물 및 이를 포함하는 단열재용 시멘트계 바탕조정재에 관한 것으로서, 기존 유기 소재의 사용량이 높은 시멘트계 바탕조정재 보다 연소를 억제할 뿐만 아니라, 열투과성을 저감할 수 있는 단열재용 시멘트계 바탕조정재 조성물 및 이를 포함하는 단열재용 시멘트계 바탕조정재를 제공할 수 있다.The present invention relates to a cement-based background conditioning material composition for an insulating material and a cement-based background conditioning material for an insulating material comprising the same. It is possible to provide a background control material composition and a cement-based background control material for insulation comprising the same.

일반적으로 습식 외단열 공법에서는 건물 외피를 둘러싼 단열재의 상부에 시멘트계 바탕조정재를 시공한 뒤 얇은 마감재를 상부에 미장하는 방식으로 마감 시공한다. In general, in the wet exterior insulation method, a cement-based base adjustment material is installed on the top of the insulation surrounding the building envelope, and then a thin finishing material is plastered on the top.

바탕조정재는 단열재의 보호층의 역할을 수행하여 화재시 단열재면에 대하여 열전달을 억제하는 성능과 단열재의 변형을 억제할 수 있는 보강체의 역할을 한다. 그러나 이러한 바탕조정재는 유기 소재의 사용량이 높아 연소 발생율이 높을 뿐만 아니라, 열투과성이 높은 문제점이 있다.The base control material acts as a protective layer of the insulator, and plays a role of suppressing heat transfer to the surface of the insulator in the event of a fire and a reinforcing body capable of suppressing deformation of the insulator. However, such a base control material has a problem in that the amount of organic material used is high, so that the combustion generation rate is high, and heat permeability is high.

따라서, 화재 발생시 화재의 확산을 억제할 수 있으면서도 열투과성을 저감할 수 있는 바탕조정재가 요구되고 있다.Therefore, there is a need for a base control material capable of suppressing the spread of fire and reducing heat permeability when a fire occurs.

대한민국 공개번호 10-2000-0017876호(2002.11.23)Republic of Korea Publication No. 10-2000-0017876 (2002.11.23)

본 발명은 기존 유기 소재의 사용량이 높은 시멘트계 바탕조정재 보다 연소를 억제할 뿐만 아니라, 열투과성을 저감할 수 있는 단열재용 시멘트계 바탕조정재 조성물 및 이를 포함하는 단열재용 시멘트계 바탕조정재를 제공하고자 한다.An object of the present invention is to provide a cement-based background conditioning material composition for insulators capable of suppressing combustion, as well as reducing heat permeability, than a cement-based substrate conditioning material having a high usage of existing organic materials, and a cement-based substrate conditioning material for insulation including the same.

상술한 과제를 해결하기 위하여, 본 발명은 단열재용 시멘트계 바탕조정재 조성물에 관한 것으로서, 시멘트, 고로슬래그, 산화마그네슘, 입도가 80 ~ 120 메쉬(mesh)인 팽창흑연 및 골재를 포함한다.In order to solve the above problems, the present invention relates to a cement-based background conditioning material composition for insulation, comprising cement, blast furnace slag, magnesium oxide, expanded graphite having a particle size of 80 to 120 mesh, and aggregate.

본 발명의 바람직한 일실시예에 있어서, 본 발명의 바탕조정재 조성물은 폴리올레핀 분말수지를 더 포함할 수 있다.In a preferred embodiment of the present invention, the background adjusting material composition of the present invention may further include a polyolefin powder resin.

본 발명의 바람직한 일실시예에 있어서, 본 발명의 바탕조정재 조성물은 시멘트 100 중량부에 대하여, 고로슬래그 114 ~ 171 중량부를 포함할 수 있다.In a preferred embodiment of the present invention, the ground conditioning material composition of the present invention may contain 114 to 171 parts by weight of blast furnace slag based on 100 parts by weight of cement.

본 발명의 바람직한 일실시예에 있어서, 본 발명의 바탕조정재 조성물은 시멘트 100 중량부에 대하여, 산화마그네슘 3.0 ~ 11.0 중량부를 포함할 수 있다.In a preferred embodiment of the present invention, the background adjusting material composition of the present invention may contain 3.0 to 11.0 parts by weight of magnesium oxide based on 100 parts by weight of cement.

본 발명의 바람직한 일실시예에 있어서, 본 발명의 바탕조정재 조성물은 시멘트 100 중량부에 대하여, 팽창흑연 3.0 ~ 11.0 중량부를 포함할 수 있다.In a preferred embodiment of the present invention, the ground conditioning material composition of the present invention may contain 3.0 to 11.0 parts by weight of expanded graphite based on 100 parts by weight of cement.

본 발명의 바람직한 일실시예에 있어서, 본 발명의 바탕조정재 조성물은 시멘트 100 중량부에 대하여, 골재 290 ~ 435 중량부를 포함할 수 있다.In a preferred embodiment of the present invention, the background adjusting material composition of the present invention may contain 290 to 435 parts by weight of aggregate based on 100 parts by weight of cement.

본 발명의 바람직한 일실시예에 있어서, 본 발명의 바탕조정재 조성물은 시멘트 100 중량부에 대하여, 폴리올레핀 분말수지 2.0 ~ 4.0 중량부를 포함할 수 있다.In a preferred embodiment of the present invention, the background adjusting material composition of the present invention may contain 2.0 to 4.0 parts by weight of the polyolefin powder resin based on 100 parts by weight of the cement.

본 발명의 바람직한 일실시예에 있어서, 팽창흑연은 탄소 함유량(carbon content)이 97 ~ 100중량%일 수 있다.In a preferred embodiment of the present invention, the expanded graphite may have a carbon content of 97 to 100% by weight.

본 발명의 바람직한 일실시예에 있어서, 시멘트는 석고 시멘트, 고로 슬래그 시멘트 및 포틀랜드 시멘트 중에서 선택된 1종 이상을 포함할 수 있다.In a preferred embodiment of the present invention, the cement may include at least one selected from gypsum cement, blast furnace slag cement, and Portland cement.

본 발명의 바람직한 일실시예에 있어서, 골재는 평균입경이 0.15mm ~ 0.6mm인 규사를 포함할 수 있다.In a preferred embodiment of the present invention, the aggregate may include silica sand having an average particle diameter of 0.15mm to 0.6mm.

본 발명의 바람직한 일실시예에 있어서, 폴리올레핀 분말수지는 에틸렌초산비닐(ethylene vinyl acetate, EVA) 분말수지 및 저밀도폴리에틸렌(low density polyethylene, LDPE) 분말수지 중에서 선택된 1종 이상을 포함할 수 있다.In a preferred embodiment of the present invention, the polyolefin powder resin may include at least one selected from ethylene vinyl acetate (EVA) powder resin and low density polyethylene (LDPE) powder resin.

한편, 본 발명은 단열재용 시멘트계 바탕조정재에 관한 것으로서, 앞서 언급한 단열재용 시멘트계 바탕조정재 조성물을 포함한다.On the other hand, the present invention relates to a cement-based background adjusting material for a heat insulator, and includes the above-mentioned cement-based base adjusting material composition for an insulator.

본 발명의 바람직한 일실시예에 있어서, 본 발명의 단열재용 시멘트계 바탕조정재는 KS F 4716규정에 의해 측정시, 1.6 ~ 2.4 N/㎟의 부착강도를 가질 수 있다.In a preferred embodiment of the present invention, the cement-based background adjusting material for insulation of the present invention may have an adhesion strength of 1.6 to 2.4 N/mm 2 as measured by KS F 4716 regulations.

본 발명의 바람직한 일실시예에 있어서, 본 발명의 단열재용 시멘트계 바탕조정재는 KS F 4716 규정에 의해 측정시, 0.2 kg/m2h0.5이하의 물흡수계수를 가질 수 있다.In a preferred embodiment of the present invention, the cement-based background adjusting material for insulation of the present invention may have a water absorption coefficient of 0.2 kg/m 2 h 0.5 or less when measured according to KS F 4716 regulations.

본 발명의 바람직한 일실시예에 있어서, 본 발명의 단열재용 시멘트계 바탕조정재는 KS F 4716 규정에 의해 측정시, 1.3 ~ 2.1 N/㎟의 온냉반복강도를 가질 수 있다.In a preferred embodiment of the present invention, the cement-based background adjusting material for insulation of the present invention may have a heat/cool repetition strength of 1.3 to 2.1 N/mm 2 as measured by KS F 4716 regulations.

본 발명의 단열재용 시멘트계 바탕조정재 조성물 및 이를 포함하는 단열재용 시멘트계 바탕조정재는 팽창흑연을 사용하여 화재 발생시 표면의 공극을 생성시키고, 산화마그네슘을 사용하여 수분 방출에 의한 표면부의 열방출을 억제할 수 있다.The cement-based background conditioning material composition for an insulating material of the present invention and the cement-based background conditioning material for an insulating material comprising the same use expanded graphite to create voids on the surface when a fire occurs, and use magnesium oxide to suppress heat release from the surface part due to moisture release. have.

또한, 본 발명의 단열재용 시멘트계 바탕조정재 조성물 및 이를 포함하는 단열재용 시멘트계 바탕조정재는 부착강도 및 온냉반복강도가 우수할 뿐만 아니라, 물흡수계수가 낮고, 화재대응성 평가에 있어서도 우수한 결과를 보인다.In addition, the cement-based background conditioning material composition for an insulating material of the present invention and the cement-based background conditioning material for an insulating material comprising the same have excellent adhesion strength and hot/cold repetition strength, as well as a low water absorption coefficient, and show excellent results in fire responsiveness evaluation.

이하, 본 발명은 더욱 상세히 설명한다.Hereinafter, the present invention will be described in more detail.

본 발명의 단열재용 시멘트계 바탕조정재 조성물은 시멘트, 고로슬래그, 산화마그네슘, 팽창흑연 및 골재를 포함한다.The cement-based background conditioning material composition for insulation of the present invention includes cement, blast furnace slag, magnesium oxide, expanded graphite and aggregate.

먼저, 본 발명의 시멘트는 특별히 한정하지는 않으나, 석회 시멘트, 고로질 석회 시멘트, 석고 시멘트, 마그네시아 시멘트, 포틀랜드(portland) 시멘트, 고로 슬래그 시멘트, 플라이 애시 시멘트 및 포틀랜드 포졸란 시멘트 중에서 선택된 1종 이상을 포함할 수 있고, 바람직하게는 석고 시멘트, 고로 슬래그 시멘트 및 포틀랜드(portland) 시멘트 중에서 선택된 1종 이상을 포함할 수 있다.First, the cement of the present invention is not particularly limited, but includes at least one selected from lime cement, blast furnace lime cement, gypsum cement, magnesia cement, Portland cement, blast furnace slag cement, fly ash cement, and Portland pozzolan cement. and preferably, may include at least one selected from gypsum cement, blast furnace slag cement, and portland cement.

포틀랜드 시멘트(KS L 5201)는 주성분으로서 실리카, 알루미늄, 산화철 및 석회를 포함한 원료를 적당한 비율로 혼합하고, 이 혼합물을 소성하여 얻은 클링커에 적량의 석고를 가하여 분말화 한 것이다. 포틀랜드 시멘트의 종류는 1종 보통 포틀랜드 시멘트, 2종 중용열 포틀랜드 시멘트, 3종 조강 포틀랜드 시멘트, 4종 저열 포틀랜드 시멘트, 5종 내황산염 포틀랜드 시멘트로 나누어지며, 본 발명에서는 용도에 따라 각 종류의 포틀랜드 시멘트를 모두 적용할 수 있다. Portland cement (KS L 5201) is powdered by mixing raw materials including silica, aluminum, iron oxide and lime in an appropriate ratio as main components, and adding an appropriate amount of gypsum to clinker obtained by calcining this mixture. Types of Portland cement are divided into type 1 normal Portland cement, type 2 medium-melt heat Portland cement, type 3 crude steel portland cement, type 4 low heat Portland cement, and type 5 sulfate-resistant Portland cement, and in the present invention, each type of Portland cement is All cement can be applied.

고로 슬래그 시멘트(KS L 5210)는 포틀랜드 시멘트에 혼합재로서 제철공장의 부산물인 고로 슬래그를 첨가한 시멘트로서 후기강도가 높고, 수화열이 적으며, 화학적 저항성, 내열성이 좋다.Blast furnace slag cement (KS L 5210) is a cement in which blast furnace slag, a by-product of a steel mill, is added as a mixture to Portland cement. It has high late strength, low heat of hydration, and good chemical resistance and heat resistance.

플라이 애시 시멘트(KS L 5211)는 포틀랜드 시멘트에 혼합재로 화력발전소의 석탄 연소재(灰)를 첨가한 시멘트로서, 선택 연소재는 구형으로 볼 베어링(ball bearing)효과에 의하여 워커 빌리티의 증대 및 단위 수량을 감소시킨다.Fly ash cement (KS L 5211) is a cement obtained by adding coal combustion ash from a thermal power plant as a mixture to Portland cement. reduce the quantity.

포틀랜드 포졸란 시멘트(실리카 시멘트)(KS L 5401)는 포틀랜드 시멘트에 혼합재로 포졸란(pozzolan)을 첨가한 시멘트로서, 황산염에 강하고 수밀성 및 내열성이 좋다. 상기 포졸란(pozzolan)은 화산회, 화산암의 풍화물로 규산, 백토, 의회암의 풍화물 등을 포함한다.Portland pozzolan cement (silica cement) (KS L 5401) is a cement in which pozzolan is added as an admixture to Portland cement. It is strong against sulfate and has good watertightness and heat resistance. The pozzolan is volcanic ash, a weathered product of volcanic rock, and includes silicic acid, white clay, and a weathered product of limestone.

또한, 본 발명의 시멘트로서 분말도가 3,000 ~ 4,600cm3/g, 바람직하게는 3,400 ~ 4,200cm3/g인 것을 사용할 수 있다.In addition, as the cement of the present invention, a fineness of 3,000 to 4,600 cm 3 /g, preferably 3,400 to 4,200 cm 3 /g, may be used.

다음으로, 본 발명의 고로슬래그는 용광로에서 철광석으로부터 선철을 만들 때 생기는 슬래그[鑛滓]로서 철 이외의 불순물이 모인 것으로서, 본 발명의 고로슬래그는 미분말 형태로서, 본 발명의 단열재용 시멘트계 바탕조정재 조성물에 포함되어 부착강도를 향상시키는 역할을 하며, 고로수쇄슬래그를 건조 및 분쇄하여 제조하며, 급냉시켜 유리화한 것이기 때문에 반응성이 높다. 또한 고로글래그는 품질규격 KS F 2563에 의거하여 고로글래그 미분말 1종, 고로글래그 미분말 2종, 고로글래그 미분말 3종으로 나눌 수 있으며, 본 발명의 고로글래그는 고로글래그 미분말 1종, 2종 및 3종을 모두 포함할 수 있으며, 바람직하게 3 종을 포함할 수 있다.Next, the blast furnace slag of the present invention is slag generated when pig iron is made from iron ore in a blast furnace, and impurities other than iron are collected. It is included in the composition to improve adhesion strength, and is manufactured by drying and pulverizing blast furnace crushed slag, and has high reactivity because it is vitrified by rapid cooling. Also, blast furnace glag can be divided into 1 type of blast furnace glag fine powder, 2 types of blast furnace glag fine powder, and 3 types of blast furnace glag fine powder according to the quality standard KS F 2563. It may include all of the species, two species, and three species, and may preferably include three species.

또한, 본 발명의 고로슬래그는 시멘트 100 중량부에 대하여, 114 ~ 171 중량부, 바람직하게는 128 ~ 157 중량부, 더욱 바람직하게는 135 ~ 150 중량부를 포함할 수 있으며, 만일 고로슬래그를 114 중량부 미만으로 포함한다면 팽창성을 가지는 산화마그네슘의 화학적인 흡수량이 부족하여 과팽창에 의한 부착강도 저하의 문제가 있을 수 있고, 171 중량부를 초과하면 반응성이 낮은 고로슬래그로 인해 강도 저하의 문제가 있을 수 있고, 이를 보완하기 위하여 자극제인 산화마그네슘을 증가시킬 경우 작업성 저하로 인한 문제가 추가적으로 발생할 수 있다.In addition, the blast furnace slag of the present invention may contain 114 to 171 parts by weight, preferably 128 to 157 parts by weight, and more preferably 135 to 150 parts by weight, based on 100 parts by weight of cement. If it contains less than parts by weight, there may be a problem of lowering of adhesion strength due to overexpansion due to insufficient chemical absorption of magnesium oxide having expandability. In order to compensate for this, when magnesium oxide, which is a stimulant, is increased, a problem due to reduced workability may additionally occur.

다음으로, 본 발명의 산화마그네슘은 수분 방출에 의한 표면부의 열방출을 억제할 수 있는 성분으로서, 순도가 90% 이상이 백색 분말을 사용할 수 있다. 또한, 본 발명의 산화마그네슘은 분말도가 4000g/cm3이상, 바람직하게는 4000 ~ 10,000g/cm3인 것일 수 있다.Next, the magnesium oxide of the present invention is a component capable of suppressing the heat release of the surface portion due to the release of moisture, and a white powder having a purity of 90% or more may be used. In addition, the magnesium oxide of the present invention may have a fineness of 4000 g/cm 3 or more, preferably 4000 ~ 10,000 g/cm 3 .

또한, 본 발명의 산화마그네슘은 시멘트 100 중량부에 대하여, 3.0 ~ 11.0 중량부, 바람직하게는 6.0 ~ 9.0 중량부, 더욱 바람직하게는 7.0 ~ 8.0 중량부를 포함할 수 있으며, 만일 산화마그네슘을 3.0 중량부 미만으로 포함한다면 부착강도 및 온냉반복강도가 저하될 뿐만 아니라, 물흡수계수가 KS F 4716의 표준 규격을 초과하는 문제가 있을 수 있고, 11.0 중량부를 초과하면 부착강도 및 온냉반복강도가 저하되는 문제가 있을 수 있다.In addition, the magnesium oxide of the present invention may contain 3.0 to 11.0 parts by weight, preferably 6.0 to 9.0 parts by weight, more preferably 7.0 to 8.0 parts by weight, based on 100 parts by weight of cement, and if magnesium oxide is added to 3.0 parts by weight If it contains less than 1 part by weight, there may be a problem that not only the adhesion strength and the heat and cold repetition strength decrease, but also the water absorption coefficient exceeds the standard specification of KS F 4716, and if it exceeds 11.0 parts by weight, the adhesive strength and the heat and cold repetition strength decrease. There may be a problem.

다음으로, 본 발명의 팽창 흑연은 화재 발생시 화염의 전달시간을 억제할 수 있는 역할을 한다.Next, the expanded graphite of the present invention serves to suppress the transfer time of the flame when a fire occurs.

팽창 흑연(Expandable Graphite)은 흑연(Graphite)의 층상구조 특성으로 인해 층상 사이에 원자나 작은 분자를 집어 넣을 수가 있는데, 층상 사이에 황 또는 질소화합물을 주입한 후 열을 가한 후, 그 층이 아코디언처럼 분리가 되면서 입자가 수 백배 팽창한 흑연을 말한다.Expandable graphite can insert atoms or small molecules between the layers due to the layered structure of graphite. It refers to graphite whose particles expand hundreds of times as it separates.

본 발명의 팽창 흑연은 팽창 가스가 황일 수 있으며, 팽창 온도는 200 ~ 300℃, 바람직하게는 225 ~ 275℃, 더욱 바람직하게는 237 ~ 263℃일 수 있으며, 팽창율은 350 체적% 이하, 바람직하게는 100 ~ 200 체적%, 더욱 바람직하게는 100 ~ 150 체적%일 수 있다.In the expanded graphite of the present invention, the expansion gas may be sulfur, the expansion temperature may be 200 ~ 300 ℃, preferably 225 ~ 275 ℃, more preferably 237 ~ 263 ℃, the expansion rate is 350% by volume or less, preferably may be 100 to 200% by volume, more preferably 100 to 150% by volume.

또한, 본 발명의 팽창 흑연은 입도가 80 ~ 120 메쉬(mesh), 바람직하게는 90 ~ 110 메쉬, 더욱 바람직하게는 95 ~ 105 메쉬일 수 있으며, 만일 팽창 흑연의 입도가 80 메쉬 미만이면 입경이 굵어져 분산성을 고르게 얻기 힘든 문제가 있을 수 있고, 120 메쉬를 초과하면 입자가 가늘어져 가격이 급격하게 상승하는 문제가 있을 수 있다.In addition, the expanded graphite of the present invention may have a particle size of 80 to 120 mesh, preferably 90 to 110 mesh, more preferably 95 to 105 mesh, and if the particle size of the expanded graphite is less than 80 mesh, the particle size is There may be a problem that it is difficult to obtain uniform dispersibility because it is thick, and if it exceeds 120 mesh, the particles become thinner and there may be a problem that the price rises sharply.

또한, 본 발명의 팽창 흑연은 탄소 함유량(carbon content)이 97 ~ 100 중량%, 바람직하게는 98 ~ 99.7 중량%, 더욱 바람직하게는 98.5 ~ 99.5 중량%일 수 있다. In addition, the expanded graphite of the present invention may have a carbon content of 97 to 100% by weight, preferably 98 to 99.7% by weight, and more preferably 98.5 to 99.5% by weight.

또한, 본 발명의 팽창흑연은 시멘트 100 중량부에 대하여, 3.0 ~ 11.0 중량부, 바람직하게는 6.0 ~ 9.0 중량부, 더욱 바람직하게는 7.0 ~ 8.0 중량부를 포함할 수 있으며, 만일 팽창흑연을 3.0 중량부 미만으로 포함한다면 연소를 억제하는 능력이 저하되는 문제가 있을 수 있고, 11.0 중량부를 초과하면 부착강도가 저하될 뿐만 아니라, 물흡수계수가 KS F 4716의 표준 규격을 초과하는 문제가 있을 수 있다.In addition, the expanded graphite of the present invention may contain 3.0 to 11.0 parts by weight, preferably 6.0 to 9.0 parts by weight, more preferably 7.0 to 8.0 parts by weight, based on 100 parts by weight of cement, and if the expanded graphite is 3.0 parts by weight If it contains less than part, there may be a problem in that the ability to suppress combustion may be reduced, and if it exceeds 11.0 parts by weight, there may be a problem that not only the adhesion strength is lowered, but also the water absorption coefficient exceeds the standard specification of KS F 4716. .

다음으로, 본 발명의 골재는 하천, 산림, 공유수면, 기타 지상, 지하 등에 부존되어 있는 쇄석용 암석, 모래, 자갈, 슬래그를 포함하며, 골재의 평균입경에 따라 5mm 이상인 조골재(粗骨材), 5mm 이하의 세골재(洗骨材)로 나눌 수 있는데, 본 발명의 골재는 평균입경이 0.15mm ~ 0.6mm, 바람직하게는 0.15mm ~ 0.3mm인 골재를 포함하여 사용할 수 있으며, 바람직하게는 평균입경이 0.15mm ~ 0.6mm, 바람직하게는 0.15mm ~ 0.3mm인 규사가 사용될 수 있다. 만일, 골재의 평균입경이 0.15mm 미만이면 유동성 저하로 인한 작업성의 문제가 있을 수 있고, 0.6mm를 초과하면 표면부의 미장시 문제가 있을 수 있다.Next, the aggregate of the present invention includes crushed stone, sand, gravel, and slag, which are present in rivers, forests, public waters, other ground, underground, etc., and coarse aggregate of 5 mm or more according to the average particle diameter of the aggregate. , can be divided into fine aggregates of 5 mm or less, the aggregate of the present invention can be used including aggregates having an average particle diameter of 0.15 mm to 0.6 mm, preferably 0.15 mm to 0.3 mm, preferably average Silica sand having a particle diameter of 0.15 mm to 0.6 mm, preferably 0.15 mm to 0.3 mm may be used. If the average particle diameter of the aggregate is less than 0.15mm, there may be a problem in workability due to reduced fluidity, and if it exceeds 0.6mm, there may be a problem during plastering of the surface portion.

또한, 본 발명의 골재는 시멘트 100 중량부에 대하여, 290 ~ 435 중량부, 바람직하게는 326 ~ 400 중량부, 더욱 바람직하게는 345 ~ 380 중량부를 포함할 수 있으며, 만일 골재를 290 중량부 미만으로 포함한다면 경재성의 문제가 있을 수 있고, 435 중량부를 초과하면 부착강도와 내수성이 저하되는 문제가 있을 수 있다.In addition, the aggregate of the present invention may contain 290 to 435 parts by weight, preferably 326 to 400 parts by weight, more preferably 345 to 380 parts by weight, based on 100 parts by weight of cement, and if less than 290 parts by weight of the aggregate If it is included, there may be a problem of hardwood properties, and if it exceeds 435 parts by weight, there may be a problem of lowering adhesion strength and water resistance.

한편, 본 발명의 단열재용 시멘트계 바탕조정재 조성물은 폴리올레핀 분말수지를 더 포함할 수 있다.On the other hand, the cement-based background adjusting material composition for insulation of the present invention may further include a polyolefin powder resin.

본 발명의 폴리올레핀 분말수지는 에틸렌초산비닐(elthylene vinyl acetate, EVA) 분말수지, 저밀도 폴리에틸렌(low density polyethylene, LDPE) 분말수지, 초저밀도 폴리에틸렌(very low density polyethylene) 분말수지 및 고 초산비닐(high vinyl acetate resin) 분말수지 중에서 선택된 1종 이상을 포함할 수 있으며, 바람직하게는 에틸렌초산비닐(elthylene vinyl acetate, EVA) 분말수지를 포함할 수 있다.The polyolefin powder resin of the present invention is an ethylene vinyl acetate (EVA) powder resin, a low density polyethylene (LDPE) powder resin, a very low density polyethylene powder resin, and a high vinyl acetate (high vinyl) resin. Acetate resin) may include one or more selected from among powdered resins, preferably ethylene vinyl acetate (EVA) powdered resin.

또한, 본 발명의 폴리올레핀 분말수지는 시멘트 100 중량부에 대하여, 2.0 ~ 4.0 중량부, 바람직하게는 1.8 ~ 2.2 중량부, 더욱 바람직하게는 1.9 ~ 2.1 중량부를 포함할 수 있으며, 만일 폴리올레핀 분말수지를 2.0 중량부 미만으로 포함한다면 내수성 및 부착강도의 저하의 문제가 있을 수 있고, 4.0 중량부를 초과하면 경제성의 문제가 있을 수 있다.In addition, the polyolefin powder resin of the present invention may contain 2.0 to 4.0 parts by weight, preferably 1.8 to 2.2 parts by weight, more preferably 1.9 to 2.1 parts by weight, based on 100 parts by weight of cement, and if the polyolefin powder resin If it contains less than 2.0 parts by weight, there may be a problem of a decrease in water resistance and adhesion strength, and if it exceeds 4.0 parts by weight, there may be a problem of economic feasibility.

또한, 본 발명의 단열재용 시멘트계 바탕조정재 조성물은 증점제를 더 포함할 수 있다.In addition, the cement-based background adjusting material composition for insulation of the present invention may further include a thickener.

본 발명의 증점제는 점성을 시공상황에 맞게 조절해주고, 수분의 급격한 증발을 막고 일정하게 유지하는 보습작용을 할 수 있다.The thickener of the present invention can have a moisturizing effect that adjusts the viscosity according to the construction situation, prevents rapid evaporation of moisture and keeps it constant.

본 발명의 증점제는 메틸셀룰로오즈(methyl cellulose), 에틸셀룰로오즈(ethyl cellulose) 및 폴리사카라이드(polysaccharide)계 증점제 중에서 선택된 1종 이상을 포함할 수 있고, 바람직하게는 메틸셀룰로오즈가 포함될 수 있다.The thickener of the present invention may include at least one selected from methyl cellulose, ethyl cellulose, and polysaccharide-based thickeners, and preferably methyl cellulose.

또한, 본 발명의 단열재용 시멘트계 바탕조정재 조성물은 물을 더 포함할 수 있고, 바람직하게는 시멘트 100 중량부에 대하여, 50 ~ 250 중량부, 더욱 바람직하게는 100 ~ 200 중량부를 포함할 수 있지만 이에 한정되지는 않는다.In addition, the cement-based background adjusting material composition for an insulating material of the present invention may further include water, preferably, 50 to 250 parts by weight, more preferably 100 to 200 parts by weight, based on 100 parts by weight of cement, but not limited

나아가, 본 발명의 단열재용 시멘트계 바탕조정재는 앞서 설명한 단열재용 시멘트계 바탕조정재 조성물을 포함한다.Furthermore, the cement-based background control material for heat insulators of the present invention includes the above-described cement-based background control material composition for heat insulators.

본 발명의 단열재용 시멘트계 바탕조정재는 화재 대응형으로서, 외단열용으로 사용될 수 있다.The cement-based base control material for insulation of the present invention is a fire-response type and can be used for external insulation.

본 발명의 단열재용 시멘트계 바탕조정재는 KS F 4716규정에 의해 측정시, 1.6 ~ 2.4 N/㎟, 바림직하게는 1.8 ~ 2.2 N/㎟, 더욱 바람직하게는 1.9 ~ 2.1 N/㎟의 부착강도를 가질 수 있다.The cement-based base adjuster for insulation of the present invention has an adhesive strength of 1.6 to 2.4 N/mm2, preferably 1.8 to 2.2 N/mm2, more preferably 1.9 to 2.1 N/mm2, measured according to KS F 4716. can have

또한, 본 발명의 단열재용 시멘트계 바탕조정재는 KS F 4716 규정에 의해 측정시, 0.2 kg/m2h0.5이하, 바람직하게는 0.05 ~ 0.15 kg/m2h0.5, 더욱 바람직하게는 0.1 ~ 0.13 kg/m2h0.5의 물흡수계수를 가질 수 있다.In addition, the cement-based base adjusting material for insulation of the present invention is 0.2 kg/m 2 h 0.5 or less, preferably 0.05 to 0.15 kg/m 2 h 0.5 , more preferably 0.1 to 0.13 kg, when measured according to KS F 4716 regulations. It can have a water absorption coefficient of /m 2 h 0.5.

또한, 본 발명의 단열재용 시멘트계 바탕조정재는 KS F 4716 규정에 의해 측정시, 1.3 ~ 2.1 N/㎟, 바람직하게는 1.5 ~ 1.9 N/㎟, 더욱 바람직하게는 1.6 ~ 1.8 N/㎟의 온냉반복강도를 가질 수 있다.In addition, the cement-based base conditioning material for insulation of the present invention, when measured according to KS F 4716, 1.3 to 2.1 N/mm2, preferably 1.5 to 1.9 N/mm2, more preferably 1.6 to 1.8 N/mm2, repeated heating and cooling can have strength.

이하, 실시예를 통하여 본 발명을 더욱 구체적으로 설명하기로 하지만, 하기 실시예가 본 발명의 범위를 제한하는 것은 아니며, 이는 본 발명의 이해를 돕기 위한 것으로 해석되어야 할 것이다.Hereinafter, the present invention will be described in more detail through examples, but the following examples are not intended to limit the scope of the present invention, which should be construed to aid understanding of the present invention.

실시예 1 : 단열재용 시멘트계 바탕조정재의 제조 Example 1: Preparation of cement-based base adjustment material for insulation

시멘트(1종 포틀랜드 시멘트, 분말도 : 3,800cm3/g) 100 중량부에 대하여, 고로슬래그 미분말 3종(영진글로벌, 3종 고로슬래그) 142.5 중량부, 산화마그네슘(요령성 단동 흠양광업그룹, 순도 90%급 산화마그네슘) 7.5 중량부, 골재인 규사 7호사(입경 : 0.17 ~ 0.25mm) 362.5 중량부, 팽창흑연(삼정씨엔지 사, ES 100 C 10, 입도 : 100 메쉬) 7.5 중량부 및 에틸렌초산비닐 분말수지(바커케미칼, Vinnapas 4044) 2.75 중량부를 혼합한 후 3분 동안 100rpm으로 믹싱(mixing)한다. 그 뒤, 시멘트 100 중량부에 대하여 물 162 중량부를 투입한 후 1분 동안 100rpm으로 저속 믹싱(mixing)한 후, 30초 동안 정지한다. 마지막으로, 다시 2분 동안 500rpm으로 고속 믹싱(mixing)하여 단열재용 시멘트계 바탕조정재를 제조하였다.Based on 100 parts by weight of cement (Type 1 Portland cement, fineness: 3,800 cm 3 /g), 3 types of fine blast furnace slag powder (Youngjin Global, Type 3 blast furnace slag) 142.5 parts by weight, magnesium oxide (Yoryeongseong Dandong Heumyang Mining Group, 7.5 parts by weight of 90% pure magnesium oxide), 362.5 parts by weight of silica sand No. 7 as aggregate (particle size: 0.17 to 0.25 mm), 7.5 parts by weight of expanded graphite (Samjung C&G, ES 100 C 10, particle size: 100 mesh) and After mixing 2.75 parts by weight of ethylene vinyl acetate powder resin (Wacker Chemical, Vinnapas 4044), it is mixed at 100 rpm for 3 minutes. Then, after adding 162 parts by weight of water based on 100 parts by weight of cement, mixing was performed at low speed at 100 rpm for 1 minute, followed by stopping for 30 seconds. Finally, by high-speed mixing (mixing) at 500 rpm for 2 minutes again to prepare a cement-based base control material for the insulation material.

실시예 2 ~ 3, 비교예 1 ~ 4Examples 2 to 3, Comparative Examples 1 to 4

실시예 1과 동일한 방법으로 단열재용 시멘트계 바탕조정재를 제조하였다. 다만, 표 1에 기재된 바와 같이 성분들의 함량을 달리하여 실시예 2 ~ 3 및 비교예 1 ~ 4의 단열재용 시멘트계 바탕조정재를 제조하였다.In the same manner as in Example 1 A cement-based base adjustment material for insulation was prepared. However, as shown in Table 1, by varying the content of the components, Examples 2 to 3 and Comparative Examples 1 to 4 were prepared cement-based ground conditioning materials for insulating materials.

Figure pat00001
Figure pat00001

실험예 1 : 단열재용 시멘트계 바탕조정재 물성 측정Experimental Example 1: Measurement of physical properties of cement-based base adjustment material for insulation

실시예 1 ~ 3 및 비교예 1 ~ 4에서 제조한 단열재용 시멘트계 바탕조정재의 부착강도, 물흡수계수, 온냉반복강도 및 화재대응성 평가를 하기 방법에 의거하여 측정하였고, 그 결과를 하기 표 2에 나타내었다.The adhesion strength, water absorption coefficient, hot and cold repetition strength, and fire responsiveness evaluation of the cement-based base control material for insulation prepared in Examples 1 to 3 and Comparative Examples 1 to 4 were measured according to the following method, and the results are shown in Table 2 below. shown in

1) 부착강도 측정(N/㎟)1) Measurement of adhesion strength (N/㎟)

제조된 단열재용 시멘트계 바탕조정재에 대해 KS F 4716 규정에 의해 부착강도를 측정하였다.Adhesive strength was measured according to KS F 4716 for the manufactured cement-based background adjusting material for insulation.

2) 물흡수계수 측정(kg/m2) Measurement of water absorption coefficient (kg/m 22 hh 0.50.5 ))

제조된 단열재용 시멘트계 바탕조정재에 대해 KS F 4716 규정에 의해 물흡수계수를 측정하였다.The water absorption coefficient was measured according to KS F 4716 for the manufactured cement-based base adjustment material for insulation.

3) 온냉반복강도 측정(N/㎟)3) Measurement of heat and cold repetition strength (N/㎟)

제조된 단열재용 시멘트계 바탕조정재에 대해 KS F 4716 규정에 의해 온냉반복강도를 측정하였다.For the manufactured cement-based base adjustment material for insulation, the strength of repeated heating and cooling was measured according to KS F 4716.

4) 화재대응성 평가4) Fire Response Evaluation

제조된 단열재용 시멘트계 바탕조정재에 대해 화재대응성 평가를 진행하기 위해 하기와 같은 방법으로 화재 불꽃 시험 온도를 측정하였다.The fire flame test temperature was measured in the following way in order to proceed with the fire responsiveness evaluation of the manufactured cement-based base control material for insulation.

먼저, 건축물의 외벽에 가로 15cm, 세로 50cm, 두께 60mm인 스티로폼(Styrofoam)을 부착하고, 스티로폼 일면에 가로 15cm, 세로 50cm, 두께 30mm인 페놀폼(Phenolic foam)을 부착하였다. 그 후, 페놀폼 일면에 유리섬유메쉬를 부착하고, 유리섬유메쉬를 부착한 페놀폼 일면에 실시예 1 ~ 3 및 비교예 1 ~ 4에서 제조한 단열재용 시멘트계 바탕조정재를 각각 3mm의 두께로 도포하여 시험체를 제조하였다. 시험체로부터 7cm로 이격된 곳에 화원(Flame)을 준비하고, 15분간 화원에서 발사되는 불꽃을 시험체에 분사하였고, 열전대를 설치하여 화원으로 인한 온도 변화를 측정하였다. 화원으로는 가스토치를 사용하였으며, 화원은 700℃의 불꽃온도를 가지는 것을 사용하였으며, 열전대는 K형 열전대를 사용하였으며, 시험체의 표면으로부터 건물체 외벽 방향으로 30mm 및 60mm 이격된 곳에 각각 설치하였다.First, Styrofoam having a width of 15 cm, a length of 50 cm, and a thickness of 60 mm was attached to the outer wall of the building, and phenolic foam having a width of 15 cm, a length of 50 cm, and a thickness of 30 mm was attached to one side of the Styrofoam. After that, a glass fiber mesh was attached to one side of the phenolic foam, and the cement-based base control material for insulation prepared in Examples 1 to 3 and Comparative Examples 1 to 4 was applied to one side of the phenolic foam to which the glass fiber mesh was attached to a thickness of 3 mm, respectively. Thus, a test specimen was prepared. A flame was prepared at a distance of 7 cm from the test body, and the flame emitted from the flame was sprayed on the test body for 15 minutes, and a thermocouple was installed to measure the temperature change due to the fire source. A gas torch was used as the fire source, and a fire source having a flame temperature of 700 ° C. was used. For the thermocouple, a K-type thermocouple was used, and they were installed 30 mm and 60 mm apart from the surface of the specimen in the direction of the outer wall of the building, respectively.

Figure pat00002
Figure pat00002

상기 표 2에서 확인할 수 있듯이, 실시예 1 ~ 3에서 제조한 단열재용 시멘트계 바탕조정재와 비교하여, 비교예 1에서 제조한 단열재용 시멘트계 바탕조정재는 부착강도 및 온냉반복강도가 저하되고, 비교예 3에서 제조한 단열재용 시멘트계 바탕조정재는 부착강도 및 온냉반복강도가 현저히 저하될 뿐만 아니라, 물흡수계수가 KS F 4716의 0.2 kg/m2h0.5이하의 표준 규격을 초과하는 것을 확인할 수 있었다.As can be seen in Table 2, in comparison with the cement-based base adjusting material for insulation prepared in Examples 1 to 3, the cement-based base adjusting material for insulating material prepared in Comparative Example 1 had lower adhesive strength and heat and cold repetition strength, and Comparative Example 3 It was confirmed that the cement-based base adjustment material for insulation manufactured in KS F 4716 not only significantly lowered the adhesion strength and heat and cold repetition strength, but also had a water absorption coefficient exceeding the standard of 0.2 kg/m 2 h 0.5 or less of KS F 4716.

또한, 실시예 1 ~ 3에서 제조한 단열재용 시멘트계 바탕조정재와 비교하여, 비교예 2에서 제조한 단열재용 시멘트계 바탕조정재는 부착강도가 저하되고 물흡수계수가 KS F 4716의 0.2이하의 표준 규격을 초과하는 것을 확인할 수 있었고, 비교예 4에서 제조한 단열재용 시멘트계 바탕조정재는 화염을 투과시키는 열량이 커져 스트로폼의 열분해 온도인 450℃ 이상으로 상승하는 것을 확인할 수 있었다.In addition, compared with the cement-based base adjusting material for insulating materials prepared in Examples 1 to 3, the cement-based base adjusting material for insulating materials prepared in Comparative Example 2 had lower adhesion strength and a water absorption coefficient of 0.2 or less of KS F 4716. It could be confirmed that the amount of heat passing through the flame of the cement-based base control material for insulation prepared in Comparative Example 4 increased, and thus it was confirmed that the thermal decomposition temperature of the Styrofoam was increased to 450° C. or higher.

Claims (10)

시멘트, 고로슬래그, 산화마그네슘, 입도가 80 ~ 120 메쉬(mesh)인 팽창흑연 및 골재를 포함하는 것을 특징으로 하는 단열재용 시멘트계 바탕조정재 조성물.
Cement-based background adjusting material composition for insulation, characterized in that it contains cement, blast furnace slag, magnesium oxide, expanded graphite having a particle size of 80 to 120 mesh, and aggregate.
제1항에 있어서,
상기 바탕조정재 조성물은 폴리올레핀 분말수지를 더 포함하는 것을 특징으로 하는 단열재용 시멘트계 바탕조정재 조성물.
According to claim 1,
The background conditioning material composition is a cement-based background conditioning material composition for insulation, characterized in that it further comprises a polyolefin powder resin.
제1항에 있어서,
상기 바탕조정재 조성물은 시멘트 100 중량부에 대하여, 고로슬래그 114 ~ 171 중량부, 산화마그네슘 3.0 ~ 11.0 중량부, 팽창흑연 3.0 ~ 11.0 중량부 및 골재 290 ~ 435 중량부를 포함하는 것을 특징으로 하는 단열재용 시멘트계 바탕조정재 조성물.
According to claim 1,
The background control material composition for an insulating material, characterized in that it comprises 114 to 171 parts by weight of blast furnace slag, 3.0 to 11.0 parts by weight of magnesium oxide, 3.0 to 11.0 parts by weight of expanded graphite, and 290 to 435 parts by weight of aggregate, based on 100 parts by weight of cement. A cement-based background adjusting material composition.
제2항에 있어서,
상기 바탕조정재 조성물은 시멘트 100 중량부에 대하여, 폴리올레핀 분말수지 2.0 ~ 4.0 중량부를 포함하는 것을 특징으로 하는 단열재용 시멘트계 바탕조정재 조성물.
3. The method of claim 2,
The background conditioning material composition is based on 100 parts by weight of cement, polyolefin powder resin, characterized in that it comprises 2.0 to 4.0 parts by weight of a cement-based background conditioning material composition for insulation.
제1항에 있어서,
상기 팽창흑연은 탄소 함유량(carbon content)이 97 ~ 100중량%인 것을 특징으로 하는 단열재용 시멘트계 바탕조정재 조성물.
According to claim 1,
The expanded graphite has a carbon content (carbon content) of 97 to 100% by weight of the cement-based base material composition for insulation.
제1항에 있어서,
상기 시멘트는 석고 시멘트, 고로 슬래그 시멘트 및 포틀랜드 시멘트 중에서 선택된 1종 이상을 포함하는 것을 특징으로 하는 단열재용 시멘트계 바탕조정재 조성물.
According to claim 1,
Wherein the cement comprises at least one selected from gypsum cement, blast furnace slag cement and Portland cement.
제1항에 있어서,
상기 골재는 평균입경이 0.15mm ~ 0.6mm인 규사를 포함하는 것을 특징으로 하는 단열재용 시멘트계 바탕조정재 조성물.
According to claim 1,
The aggregate is a cement-based background conditioning material composition for insulation, characterized in that it comprises silica sand having an average particle diameter of 0.15 mm to 0.6 mm.
제2항에 있어서,
상기 폴리올레핀 분말수지는 에틸렌초산비닐(ethylene vinyl acetate, EVA) 분말수지 및 저밀도폴리에틸렌(low density polyethylene, LDPE) 분말수지 중에서 선택된 1종 이상을 포함하는 것을 특징으로 하는 단열재용 시멘트계 바탕조정재 조성물.
3. The method of claim 2,
The polyolefin powder resin is an ethylene vinyl acetate (EVA) powder resin and low density polyethylene (LDPE) powder resin, characterized in that it comprises at least one selected from the group consisting of a cement-based base material composition for insulation.
제1항 내지 제8항 중 어느 한 항에 따른 단열재용 시멘트계 바탕조정재 조성물을 포함하는 것을 특징으로 하는 단열재용 시멘트계 바탕조정재.
[Claim 9] A cement-based background adjustment material for insulation, comprising the cement-based background adjustment material composition for insulation according to any one of claims 1 to 8.
제9항에 있어서,
상기 단열재용 시멘트계 바탕조정재는 KS F 4716규정에 의해 측정시, 1.6 ~ 2.4 N/㎟의 부착강도를 가지고,
KS F 4716 규정에 의해 측정시, 0.2 kg/m2h0.5이하의 물흡수계수를 가지며,
KS F 4716 규정에 의해 측정시, 1.3 ~ 2.1 N/㎟의 온냉반복강도를 가지는 것을 특징으로 하는 단열재용 시멘트계 바탕조정재.
10. The method of claim 9,
The cement-based base adjustment material for insulation has an adhesive strength of 1.6 ~ 2.4 N/㎟ when measured according to KS F 4716 regulations,
When measured according to KS F 4716, it has a water absorption coefficient of 0.2 kg/m 2 h 0.5 or less,
When measured according to KS F 4716, a cement-based base adjuster for insulation, characterized in that it has a heat/cool cycle strength of 1.3 ~ 2.1 N/㎟.
KR1020200093116A 2020-05-28 2020-07-27 Composition of cement surface preparation compound for heat insulating material and Cement surface preparation compound for heat insulating material comprising the same KR20210147819A (en)

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KR20000017876A (en) 1999-12-24 2000-04-06 김재욱 concrete surface preparation compound and installation by using portland cement and epoxy resin

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KR20000017876A (en) 1999-12-24 2000-04-06 김재욱 concrete surface preparation compound and installation by using portland cement and epoxy resin

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