KR100809804B1 - Light foam concrete composition using bottom ash, used for sound absorbtion materials, light foam concrete product employing the same and the manufacturing method thereof - Google Patents
Light foam concrete composition using bottom ash, used for sound absorbtion materials, light foam concrete product employing the same and the manufacturing method thereof Download PDFInfo
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- KR100809804B1 KR100809804B1 KR20060095132A KR20060095132A KR100809804B1 KR 100809804 B1 KR100809804 B1 KR 100809804B1 KR 20060095132 A KR20060095132 A KR 20060095132A KR 20060095132 A KR20060095132 A KR 20060095132A KR 100809804 B1 KR100809804 B1 KR 100809804B1
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- 239000011381 foam concrete Substances 0.000 title claims abstract description 40
- 239000010882 bottom ash Substances 0.000 title claims abstract description 26
- 239000000203 mixture Substances 0.000 title claims abstract description 24
- 238000004519 manufacturing process Methods 0.000 title claims description 16
- 239000000463 material Substances 0.000 title description 10
- 239000000843 powder Substances 0.000 claims abstract description 56
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 40
- 239000011358 absorbing material Substances 0.000 claims abstract description 30
- 239000002002 slurry Substances 0.000 claims abstract description 27
- 239000004568 cement Substances 0.000 claims abstract description 13
- 238000005187 foaming Methods 0.000 claims abstract description 10
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims abstract description 9
- 239000011398 Portland cement Substances 0.000 claims abstract description 8
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 claims abstract description 8
- -1 ester salt Chemical class 0.000 claims abstract description 6
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 claims abstract description 5
- 239000000920 calcium hydroxide Substances 0.000 claims abstract description 5
- 229910001861 calcium hydroxide Inorganic materials 0.000 claims abstract description 5
- 235000011116 calcium hydroxide Nutrition 0.000 claims abstract description 5
- 238000010521 absorption reaction Methods 0.000 claims description 20
- 238000002156 mixing Methods 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 9
- 239000004094 surface-active agent Substances 0.000 claims description 6
- 239000003638 chemical reducing agent Substances 0.000 claims description 4
- 230000005484 gravity Effects 0.000 claims description 3
- 239000011259 mixed solution Substances 0.000 claims description 2
- 239000012895 dilution Substances 0.000 claims 1
- 238000010790 dilution Methods 0.000 claims 1
- 239000004088 foaming agent Substances 0.000 abstract description 22
- 239000006260 foam Substances 0.000 abstract description 9
- 238000007865 diluting Methods 0.000 abstract description 3
- 229910052925 anhydrite Inorganic materials 0.000 abstract 1
- 238000010304 firing Methods 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 13
- 229910004298 SiO 2 Inorganic materials 0.000 description 8
- 239000002956 ash Substances 0.000 description 5
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 4
- 235000011941 Tilia x europaea Nutrition 0.000 description 4
- 230000000052 comparative effect Effects 0.000 description 4
- 239000004571 lime Substances 0.000 description 4
- 239000002245 particle Substances 0.000 description 4
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 3
- 239000003945 anionic surfactant Substances 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 238000002485 combustion reaction Methods 0.000 description 3
- 239000010881 fly ash Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 2
- UFWIBTONFRDIAS-UHFFFAOYSA-N Naphthalene Chemical compound C1=CC=CC2=CC=CC=C21 UFWIBTONFRDIAS-UHFFFAOYSA-N 0.000 description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 239000000378 calcium silicate Substances 0.000 description 2
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 2
- 239000010883 coal ash Substances 0.000 description 2
- 239000013078 crystal Substances 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- 238000001027 hydrothermal synthesis Methods 0.000 description 2
- 229910010272 inorganic material Inorganic materials 0.000 description 2
- 239000011147 inorganic material Substances 0.000 description 2
- 239000011810 insulating material Substances 0.000 description 2
- MKTRXTLKNXLULX-UHFFFAOYSA-P pentacalcium;dioxido(oxo)silane;hydron;tetrahydrate Chemical compound [H+].[H+].O.O.O.O.[Ca+2].[Ca+2].[Ca+2].[Ca+2].[Ca+2].[O-][Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O MKTRXTLKNXLULX-UHFFFAOYSA-P 0.000 description 2
- 230000000704 physical effect Effects 0.000 description 2
- 229920002635 polyurethane Polymers 0.000 description 2
- 239000004814 polyurethane Substances 0.000 description 2
- 235000018102 proteins Nutrition 0.000 description 2
- 102000004169 proteins and genes Human genes 0.000 description 2
- 108090000623 proteins and genes Proteins 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- 239000006096 absorbing agent Substances 0.000 description 1
- 235000021120 animal protein Nutrition 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000001747 exhibiting effect Effects 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 239000012046 mixed solvent Substances 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 235000013311 vegetables Nutrition 0.000 description 1
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Classifications
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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
- C04B38/00—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
- C04B38/10—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by using foaming agents or by using mechanical means, e.g. adding preformed foam
- C04B38/106—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by using foaming agents or by using mechanical means, e.g. adding preformed foam by adding preformed foams
-
- 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
- C04B28/14—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 calcium sulfate cements
-
- 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
-
- 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
-
- 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
- C04B28/04—Portland cements
-
- 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
- C04B38/00—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
- C04B38/0051—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof characterised by the pore size, pore shape or kind of porosity
-
- 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
- C04B7/00—Hydraulic cements
- C04B7/32—Aluminous cements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/84—Sound-absorbing elements
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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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/52—Sound-insulating materials
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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)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Materials Engineering (AREA)
- Physics & Mathematics (AREA)
- Inorganic Chemistry (AREA)
- Acoustics & Sound (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Electromagnetism (AREA)
- Combustion & Propulsion (AREA)
- Porous Artificial Stone Or Porous Ceramic Products (AREA)
Abstract
Description
도 1은 본 발명의 일 실시예에 따른 경량 기포 콘크리트의 제조 단계에 대한흐름도이며, 1 is a flow chart for the manufacturing step of the lightweight foam concrete according to an embodiment of the present invention,
도 2는 본 발명의 일 실시예에 따른 경량 기포 콘크리트의 제조에 있어서, 증기 양생 단계의 온도와 시간에 대한 그래프이며,2 is a graph for the temperature and time of the steam curing step in the production of lightweight foam concrete according to an embodiment of the present invention,
도 3은 본 발명의 일 실시예에 따른 경량 기포 콘크리트의 제조에 있어서, 오토클레이브 양생 단계의 압력, 온도 및 시간에 대한 그래프이다.Figure 3 is a graph of the pressure, temperature and time of the autoclave curing step in the production of lightweight foam concrete according to an embodiment of the present invention.
본 발명은 건설 산업 분야에 흡음재로 사용되는 경량 기포 콘크리트 제품용 콘크리트 조성물 및 상기 콘크리트 제품의 제조 방법에 관한 것으로, 산업 폐기물인 석탄회를 사용하여 환경적으로도 우수하면서도, 흡음효과가 뛰어난 경량 기포 콘크리트 제품에 관한 것이다. The present invention relates to a concrete composition for lightweight foamed concrete products used as sound absorbing materials in the construction industry, and to a method for manufacturing the concrete product. It is about a product.
일반적으로 흡음재는 다공질 흡음재, 중공형 흡음재 및 판상용 흡음재로 구분되여 사용되고 있으나 대부분은 암면, 유리면, 폴리우레탄 등의 다공질계 흡음재이다. 다공질계 흡음재는 인체에 유해하여 사용을 제한하고 있다. 또한 폴리우레탄은 인체에 무해하지만 가격이 고가이고 흡음률이 유리면에 비하여 떨어지는 단점이 있다. 종래의 섬유상의 흡음재는 내화성이 약하며, 재료 특성에 따른 내구성 및 인체에 대한 유해성으로 사용이 문제시 되고 있다. Generally, sound absorbing materials are classified into porous sound absorbing materials, hollow sound absorbing materials, and plate-shaped sound absorbing materials, but most of them are porous sound absorbing materials such as rock wool, glass wool, and polyurethane. Porous sound absorbing materials are harmful to the human body and are limited in use. In addition, polyurethane is harmless to the human body, but the price is expensive and the sound absorption is inferior to the glass surface. Conventional fibrous sound-absorbing material is weak in fire resistance, has been a problem to use due to the durability and harmfulness to the human body according to the material properties.
이밖에 화학약품을 시멘트에 첨가하여 제조한 발포 다공질 콘크리트인 기포 콘크리트를 사용하기도 한다. 이러한 기포 콘크리트는 경량이면서 흡음효과가 우수한 특성이 있어 많이 이용된다. In addition, foamed concrete, foamed porous concrete prepared by adding chemicals to cement, may be used. Such foamed concrete is used because it is lightweight and has excellent sound absorption effect.
종래에 기포 콘크리트 제조에 사용되던 기포제로는 동물성, 식물성, 단백질 기포제 또는 알루미늄 분말, 음이온 계면활성제 등이 있으나, 동물성 단백질 기포제는 기포가 안정되어 자중에 의한 침하 균열이 많이 발생하지 않는 제조상의 장점이 있으나, 타 종류의 기포제에 비해 발포량이 매우 적으며, 경화 후에는 기포의 크기가 작아지는 단점이 있다. 또한 사용 및 보관에서는 동물성 특유의 냄새가 풍기므로 취급 저장이 곤란하며 사용이 매우 어렵다.Conventional foaming agents used in the manufacture of foam concrete include animal, vegetable, protein foaming agents or aluminum powder, anionic surfactants, etc., but animal protein foaming agents have advantages in manufacturing that the foam is stable and does not generate much settling cracks due to its own weight. However, the amount of foaming is very small compared to other types of foaming agents, and there is a disadvantage that the size of the foam becomes smaller after curing. In addition, the use and storage of the smell of animal-specific odor, so handling and storage is difficult and very difficult to use.
식물성 단백질 기포제는 기포를 발생시키면 기포가 소포되는 현상이 타 기포제에 비해 빠르게 나타나고 있으며, 경화 후에는 고형분이 가라앉는 현상이 나타나 현상유지가 매우 어렵다. Vegetation protein foaming agent bubbles appear when the bubbles are generated faster than other foaming agents, and after curing the solids appear to sink phenomenon is very difficult to maintain the phenomenon.
알루미늄 분발은 경량 기포콘크리트(ALC) 제조에 일반적으로 사용되고 있으나 가격이 높다는 단점이 있고 연속기포의 형성이 곤란하다는 문제점이 있다.Aluminum powder is generally used for the production of lightweight foam concrete (ALC), but has the disadvantage of high price and difficulty in forming continuous bubbles.
본 발명자들은 기존의 문제점을 해결하면서, 더욱 우수한 흡음 특성을 나타내는 경량기포 콘크리트 제품을 제조하고자 연구한 결과 본 발명을 완성하게 되었다.The present inventors have completed the present invention as a result of research to manufacture a lightweight foam concrete product exhibiting more excellent sound absorption characteristics while solving the existing problems.
본 발명의 목적은 내열성, 내수성을 가지며 화재 후에도 원래의 성능과 형상을 유지하고, 환경에 대한 유해성이 없는 높은 흡음재용 경량 콘크리트 조성물, 이를 이용한 콘크리트 제품 및 그의 제조방법을 제공하는 것이다.It is an object of the present invention to provide a lightweight concrete composition for sound absorbing material having high heat resistance, water resistance, maintaining its original performance and shape even after a fire, and having no danger to the environment, a concrete product using the same, and a method of manufacturing the same.
본 발명의 목적을 달성하기 위하여 본 발명은,In order to achieve the object of the present invention,
전체 분체 중량 100에 대하여 바텀애쉬 미분말 40~50중량부, 보통 포틀랜드 시멘트 40~50중량부 및 알루미나 시멘트 2~10중량부, 무수석고 1~5중량부 및 소석회 1~5중량부을 포함하는 분체; Powder containing 40 to 50 parts by weight of bottom ash fine powder, 40 to 50 parts by weight of Portland cement and 2 to 10 parts by weight of alumina cement, 1 to 5 parts by weight of anhydrous gypsum and 1 to 5 parts by weight of calcined lime, based on the total weight of powder 100;
상기 바텀애쉬를 제외한 분체 중량 100에 대하여 물 70~90중량부; 및 70 to 90 parts by weight of water based on the weight of the powder except for the bottom ash 100; And
상기 분체와 물로 이루어진 분체 슬러리의 부피 100에 대하여 기포를 200~300부피비로 함유하며,It contains a bubble in a volume of 200 ~ 300 volume ratio with respect to the volume 100 of the powder slurry consisting of the powder and water,
여기서 상기 기포는 계면활성제를 물로 2~4중량%로 희석하여 선발포 방식으로 제조하여 혼합되는 것을 특징으로 하는 흡음재용 경량 기포 콘크리트 조성물을 특징으로 한다.Wherein the bubble is characterized in that the light-weight foam concrete composition for sound absorbing material, characterized in that the surfactant is diluted to 2 to 4% by weight with water to be prepared and mixed in a pre-foaming method.
상기 계면활성제로는 음이온 계면활성제, 알킬에테르황산에스테르염이 바람직하다.As said surfactant, an anionic surfactant and alkyl ether sulfate ester salt are preferable.
상기 콘크리트 조성물에서 규산질 재료인 바텀애쉬와 칼슘질 재료인 시멘트는 배합후 오토 클레이브에 의해 180℃ 이상에서 토버모라이트(tobermorite) 수화물을 생성할 수 있다. In the concrete composition, the bottom ash, which is a siliceous material, and the cement, which is a calcium material, may generate tobermorite hydrate at 180 ° C. or more by an autoclave after mixing.
본 발명의 일 실시예에 따르면, 상기 기포는 그 크기가 0.3~1.4mm, 평균 기포 크기가 약 1.2mm이며, 전공극률 50~80%, 연곡공극률 10~40%를 유지하는 것이 바람직하다. According to one embodiment of the present invention, the bubble is 0.3 ~ 1.4mm in size, the average bubble size is about 1.2mm, it is preferable to maintain the porosity 50 ~ 80%, the soft porosity 10 ~ 40%.
본 발명의 또 다른 목적을 위하여 본 발명은For another object of the present invention
바텀애쉬 미분말에 시멘트, 알루미나 시멘트, 소석회 및 무수석고를 1~2분 동안 건비빔하여 분체 혼합물을 제조하는 단계;Preparing a powder mixture by dry-beaming cement, alumina cement, hydrated lime and anhydrous gypsum in a bottom ash powder for 1 to 2 minutes;
상기 건비빔으로 혼합된 분체 혼합물에 사전에 혼합된 물과 감수제의 혼합용액을 혼합하여 분체 슬러리를 제조하는 단계;Preparing a powder slurry by mixing a mixed solution of water and a water reducing agent previously mixed with the powder mixture mixed by the dry beam;
상기 분체 슬러리에 기포를 혼합하여 분체 기포 슬러리를 제조하는 단계; Preparing a powder bubble slurry by mixing bubbles in the powder slurry;
상기 분체 기포 슬러리를 몰드에 주입하여 상온에서 3~4시간 기건양생시키고, 상기 기건양생 단계 후 60~80℃에서 4~6시간동안 증기양생시키는 전치양생 단계; 및Pre-curing step of injecting the powder bubble slurry into a mold for 3 to 4 hours air curing at room temperature, and steam curing for 4-6 hours at 60 ~ 80 ℃ after the air curing step; And
상기 전치양생 단계 후 150~180℃, 8~10기압의 고온고압에서 8~10시간 동안 증기양생시키는 단계를 포함하며, After the pre-cure step 150 to 180 ℃, including the step of steam curing for 8 to 10 hours at a high temperature and high pressure of 8 to 10 atm,
상기 분체 기포 슬러리 단계에서 혼합되는 기포는 계면활성제를 물에 대하여 2~4중량%로 첨가하여 선발포 방식을 통해 제조된 것을 특징으로 하는 경량 기포 콘크리트의 제조방법을 특징으로 한다.Bubbles mixed in the powder bubble slurry step is characterized in that the manufacturing method of the lightweight foam concrete, characterized in that produced by the pre-foaming method by adding the surfactant to 2 to 4% by weight with respect to water.
이하 본 발명을 더욱 상세히 설명한다. Hereinafter, the present invention will be described in more detail.
본 발명에 따른 흡음재용 경량 콘크리트 조성물은 전체 분체 중량 100에 대하여 바텀애쉬 미분말 40~50중량부, 보통 포틀랜드 시멘트 40~50중량부 및 알루미나 시멘트 2~10중량부, 무수석고 2~10중량부 및 소석회 1~5중량부를 포함하는 분체; 상기 바텀애쉬를 제외한 분체 중량 100에 대하여 물 70~90 중량부; 및 상기 분체와 물로 이루어진 분체 슬러리의 부피 100에 대하여 기포를 200~300부피비로 함유하며, 여기서 상기 기포는 계면활성제계의 기포제를 물로 2~4중량%로 희석하여 선발포 방식으로 제조하여 혼합되는 것을 특징으로 하는 흡음재용 경량 기포 콘크리트 조성물을 특징으로 한다. 기포제의 함량은 포를 발생시키는 기포군(30리터의 기포제 용액)에서 생성되는 기포의 성질에 영향을 미친다. 흡음재는 차음재와 달리 미세 기포의 연속성(이어져야 함)이 높아야 음의 파장을 흡수하기 때문이다. 즉 기포의 연속성을 확보하기 위해 기포가 콘크리트 조성물의 양생중 어느 정도 소포되며 이어져야 한다. 차음재는 음을 반사시키는 것이지만 흡음재는 음을 흡수하는 것으로 흡음면에서 연속된 기포가 길수록 장파장의 가청 주파수대의 음을 흡수하여 열에너지로 소산시킬 수 있다. 따라서, 상기 범위로 기포제를 첨가하여 기포를 제조하는 경우, 생성된 기포의 성질이 바람직한 흡음재 제조에 유리하다.Lightweight concrete composition for sound absorbing material according to the invention is 40 to 50 parts by weight of bottom ash fine powder, 40 to 50 parts by weight of ordinary Portland cement and 2 to 10 parts by weight of alumina cement, 2 to 10 parts by weight of anhydrous gypsum, Powder containing 1 to 5 parts by weight of lime; 70 to 90 parts by weight of water based on the weight of the powder except for the bottom ash 100; And a bubble at a volume ratio of 200 to 300 with respect to a volume of the powder slurry consisting of the powder and water, wherein the bubbles are prepared by diluting the surfactant-based foaming agent with water to 2 to 4% by weight in a pre-foaming manner. It is characterized by a light weight foam concrete composition for sound absorbing material. The content of the foaming agent affects the properties of the bubbles generated in the bubble group (30 liter of foaming agent solution) which generates foam. This is because the sound absorbing material absorbs the negative wavelength only when the continuity (which must be followed) of the fine bubbles is high, unlike the sound insulating material. That is, in order to secure the continuity of the bubbles, bubbles must be deflected to some extent during curing of the concrete composition. The sound absorbing material reflects sound, but the sound absorbing material absorbs sound, and the longer the bubble in the sound absorbing surface, the longer the absorbed sound can be dissipated as heat energy. Therefore, in the case of producing a bubble by adding a foaming agent in the above range, the properties of the resulting bubble is advantageous for the production of sound absorbing material is preferable.
상기 계면활성제로는 알킬에테르황산에스테르염가 바람직하다. As said surfactant, an alkyl ether sulfate ester salt is preferable.
또한, 같은 기포제를 혼입한 즉 30리터의 기포제 수용액으로 기포를 형성 발 포하였더라도 추후 물을 어느 정도 첨가하느냐에 따라 기포의 연속성이 크게 달라질 수 있으며, 양생 과정중 기포가 전혀 소포되지 않으면 기포 하나씩 독립되어 흡음재의 특성을 나타낼 수 없다. 따라서 선발포된 기포를 갖는 슬러리에 물의 투입량의 함량이 상기 범위 내인 경우에야 기포가 적정한 수준에서 소포된다.In addition, even if bubbles are formed by mixing the same foaming agent, that is, 30 liters of the foaming agent aqueous solution, the continuity of the bubbles may vary greatly depending on how much water is added later. It can not exhibit the characteristics of the sound absorbing material. Therefore, when the content of the amount of water input to the slurry having the bubble is pre-foamed bubbles are defoamed at an appropriate level.
상기 바텀애쉬는 소각 또는 연소 후에 남아 있는 잔재물로, 화력발전소 등의 발전소 소각로의 노벽, 과열기, 재열기 등에 부착되어 있다가 자중에 의해 보일러 바닥에 떨어져 모인 연소물을 말한다. 입자의 크기가 100㎛ 이하인 경우에는 플라이(Fly) 애쉬(날아다니는 연소물)로 취급된다. 즉, 석탄 분말을 연소하였을 때, 유기물은 연료로 연소됨과 동시에 무기물은 “재(애쉬)”로 남아 있게되며, 재는 보일러 연통 내에 분산되는 상태에서 무거운 입자는 보일러 하부로 떨어지게 되고, 입자가 무거워서 하부로 낙진되는 재를 이른바 “바텀 애쉬”라 부르며, 석탄회 중에 집진설비에 포집되는 플라이 애쉬의 양은 약 60~80% 정도이고 나머지는 20~40% 정도가 보일러 저부에서 채취되는 바텀애쉬이다. 이러한 바텀애쉬의 주성분은 무기물질, 예를 들어 SiO2, Al2O3, Fe2O3이다. The bottom ash is a residue that remains after incineration or combustion, and is attached to a furnace wall, a superheater, a reheater, etc. of a power plant incinerator such as a thermal power plant, and refers to a combustion product that is collected on the bottom of the boiler by its own weight. If the particle size is 100 μm or less, it is treated as a fly ash (flying combustion product). That is, when the coal powder is burned, the organic material is burned as fuel and the inorganic material remains as "ash", while the ash is dispersed in the boiler communication, the heavy particles fall to the bottom of the boiler, and the particles are heavy and the bottom The ash falling out is called the “bottom ash”, and the fly ash collected in the dust collector during the coal ash is about 60-80%, and the remaining 20-40% is bottom ash collected from the bottom of the boiler. The main component of the bottom ash is an inorganic material, for example, SiO 2 , Al 2 O 3 , Fe 2 O 3 .
바텀애쉬는 입경은 1~2.5mm 범위이며, 재활용률은 약15% 정도로 매우 낮으며, 그 용도로는 도로의 노반재에 한정되어 있어, 재활용되지 않고 대부분 매립되는 상태이다. 그러나 본 발명에 따르면 이러한 바텀애쉬를 사용하여 차음 성능이 우수한 경량 기포 콘크리트를 제조할 수 있으므로, 자원재활용뿐아니라 환경오염 방지에도 큰 효과가 있는 우수한 발명이다.Bottom ash has a particle size ranging from 1 to 2.5 mm, and a recycling rate of about 15% is very low. The ash ash is limited to roadbeds for road use, and is mostly reclaimed without being recycled. However, according to the present invention, since the bottom ash can be used to manufacture lightweight foamed concrete with excellent sound insulation performance, it is an excellent invention having a great effect in preventing environmental pollution as well as recycling of resources.
본 발명에 따른 콘크리트 조성물에 일 구성성분인 시멘트는 포틀랜드 시멘트로 주성분은 석회 CaO, 실리카 SiO2, 알루미나 Al2O3 및 산화철 Fe2O3 등이다. 여기서 포틀랜트 시멘트의 주성분인 CaO 성분은 180℃이상에서 오토클레이브에 의해 바텀애쉬의 SiO2 성분과 수열합성되어 안정한 경량/다공성 결정인 토버모라이트 수화물인 경량규산칼슘 경화체를 제조할 수 있다. One component cement in the concrete composition according to the present invention is portland cement. The main components are lime CaO, silica SiO 2 , alumina Al 2 O 3, and iron oxide Fe 2 O 3 . Here, the CaO component, which is the main component of the portland cement, is hydrothermally synthesized with the SiO 2 component of the bottom ash by autoclave at 180 ° C. or more to prepare a lightweight calcium silicate cured body which is a tobermorite hydrate, which is a stable lightweight / porous crystal.
따라서, 본 발명에 따르면, 화력발전소에서 발생되는 석탄회(플라이 애쉬, 바텀애쉬) 중에는 CaO/SiO2 수열 합성 반응에 필수적인 SiO2 성분이 많고, 일부 CaO도 함유되어 있어 안정한 경량/다공성 결정인 토버모라이트 수화물인 경량 규산 칼슘 경화체를 제조할 수 있으며, 바텀애쉬에 포함된 Al2O3 및 Fe2O3 성분에 의해 초기 슬러리의 경화반응 속도를 조절하여 다공성 경화체를 원활하게 성형할 수 있게 된다. Therefore, according to the present invention, the coal ash (fly ash, bottom ash) generated in the thermal power plant contains many SiO 2 components necessary for CaO / SiO 2 hydrothermal synthesis reaction, and also contains some CaO, which is a stable lightweight / porous crystal. A lightweight calcium silicate cured product, which is a light hydrate, may be manufactured, and the porous cured body may be smoothly formed by controlling the curing reaction rate of the initial slurry by the Al 2 O 3 and Fe 2 O 3 components included in the bottom ash.
그러므로 본 발명에 따른 콘크리트 조성물은 안정한 경량/다공성 결정인 토버모라이트 수화물을 원활히 형성하도록, CaO/SiO2 수열 합성 반응에 필수적인 CaO 및 SiO2가 상기 콘크리트 조성물의 성분들을 배합한 결과 CaO/SiO2의 몰비가 0.8~1.2, 바람직하게는 1.1이 되도록 구성되는 것이 바람직하다. Thus the concrete composition of the present invention is stable and lightweight / porous determine the soil beomo result to smoothly form a light baggage, the essential CaO and SiO 2 to CaO / SiO 2 hydrothermal synthesis reaction blending the components of the concrete composition of CaO / SiO 2 The molar ratio of is preferably 0.8 to 1.2, preferably 1.1.
본 발명에 따른 흡음재용 경량 기포 콘크리트 제품은 본 발명에 따른 조성물로 이루어지며, 그 제조방법은 1 단계에서, 전체 분체 중량 100에 대하여 바텀애쉬 미분말 40~50중량부, 보통 포틀랜드 시멘트 40~50중량부 및 알루미나 시멘트 2~10중량부, 무수석고 2~10중량부 및 소석회 1~5중량부를 혼합하며 상기 재료들은 건조 상태의 분말로 혼합되어야 한다.Light-weight foam concrete product for sound absorbing material according to the present invention is made of a composition according to the present invention, the manufacturing method in one step, 40 to 50 parts by weight of bottom ash fine powder, usually 40 to 50 parts by weight of Portland cement, based on the total powder weight 100 2 to 10 parts by weight of parts and alumina cement, 2 to 10 parts by weight of anhydrous gypsum and 1 to 5 parts by weight of calcined lime are mixed and the materials are mixed in a dry powder.
2 단계에서는 상기 건식 분체 혼합물과, 음이온 계면활성제를 2~4%로 물에 희석한 배합수를 믹서기에 투입하여 믹싱을 2~3분간 실시한다. 이때 제조된 분체 슬러리의 플로우 상태는 직경 Φ50mm, 높이 50mm의 플로우 콘에 슬러리를 부어 넣은 후 플로우 콘을 들어올려, 더 이상의 퍼짐이 나타나지 않는 상태를 측정한 결과 200mm의 직경이 나오는 상태가 되도록 하는 것이 바람직하다. In the second step, mixing the dry powder mixture and the blended water obtained by diluting the anionic surfactant to 2 to 4% in water are carried out in a mixer for 2 to 3 minutes. At this time, the flow state of the prepared powder slurry is to pour the slurry into the flow cone of diameter Φ50mm, height 50mm, and then lift the flow cone to measure the state that no more spreading, so that the diameter of 200mm comes out desirable.
3 단계는 기포발생장치를 통해 발포된 기포를 사용한다. 이렇게 제조된 기포는 그 크기가 0.3~1.4mm, 평균 기포 크기가 약 1.2mm이며, 전공극률 50~80%, 연곡공극률 10~40%를 유지하는 것이 바람직하다. 이는 최적의 흡음률을 보일 수 있기 때문이다. 상기 3 단계는 상기 기포를 혼합하는 과정으로 기포가 소포되지 않도록 하면서 슬러리와 기포가 균일하게 섞이도록, 수행하는 것이 바람직하다.
4 단계는 3단계에서 제조된 상기 분체 기포 슬러리를 몰드에 주입하는 단계로 몰드 내 비중에 대한 차이가 없도록 하는 것이 바람직하다. Step 4 is a step of injecting the powder bubble slurry prepared in
5 단계는 몰드에 주입된 분체 기포 슬러리가 3~4kg/cm2 이상의 강도를 갖도록 상온에서 3시간 이상 기건양생시키고, 상기 기건양생 단계 후 60~80℃에서 2~4시간동안 증기양생을 시킨다. 본 발명의 일 실시예에 따른 증기 양생시키는 단계는 도 2를 참조한다. Step 5 is air cured at room temperature for 3 hours or more so that the powder bubble slurry injected into the mold has a strength of 3-4 kg / cm 2 or more, and steam curing at 60-80 ° C. for 2-4 hours after the air curing step. Steam curing according to an embodiment of the present invention, see FIG.
단계 6은 상기 5 단계 후 150~180℃, 7~12기압의 고온고압에서 6~10시간 동안 고온고압증기양생을 수행한다. 이후 함수율 10+3%까지 건조시킨 후 흡수재용 경량 기포 콘크리트 제품을 완성시킨다.
이하 실시예를 통해 본 발명을 더욱 상세히 설명한다. 그러나 하기 실시예는 본 발명을 설명하기 위한 것으로 본 발명의 범위를 제한하는 것으로 해석되어서는 안 된다. The present invention will be described in more detail with reference to the following examples. However, the following examples are intended to illustrate the invention and should not be construed as limiting the scope of the invention.
하기 실시예는 기포제의 함량을 변화시키면서 기포 콘크리트를 제조하였다. 이는 기포를 발생시키는 기포군(30리터의 기포제 용액)에서 생성되는 기포의 성질때문이다. 흡음재는 차음재와 달리 미세 기포의 연속성(이어져야 함)이 높아야 음의 파장을 흡수하기 때문이다. 즉 기포의 연속성을 확보하기 위해 기포가 콘크리트 조성물의 양생중 어느 정도 소포되며 이어져야 한다. 차음재는 음을 반사시키는 것이지만 흡음재는 음을 흡수하는 것으로 흡음면에서 연속된 기포가 길수록 장파장의 가청 주파수대의 음을 흡수하여 열에너지로 소산시킬 수 있다.The following example was prepared foamed concrete while varying the content of the foaming agent. This is due to the nature of the bubbles produced in the bubble group (30 liters of foaming agent solution) generating bubbles. This is because the sound absorbing material absorbs the negative wavelength only when the continuity (which must be followed) of the fine bubbles is high, unlike the sound insulating material. That is, in order to secure the continuity of the bubbles, bubbles must be deflected to some extent during curing of the concrete composition. The sound absorbing material reflects sound, but the sound absorbing material absorbs sound, and the longer the bubble in the sound absorbing surface, the longer the absorbed sound can be dissipated as heat energy.
실시예Example 1 One
표 1에 나타낸 것과 같이 재료를 혼합하여 분체 슬러리를 제조하였다. 물 139.9kg 및 나프탈렌계 감수제 1.84kg을 혼합한 혼합 용매를 표 1의 배합비로 건식 혼합한 분체 배합물에 첨가하여 분체 슬러리를 제조하였다. 이때 첨가된 물의 양은 바텀애쉬를 제외한 분체 총 중량 100에 대하여 약 70중량부에 해당한다. 기포제로 알킬에테르황산에스테르염 0.64kg을 물 30ℓ희석하여 기포발생장치를 이용하여 기포군을 만든 후, 상기 기포 714ℓ를 주입하며 리본형 믹서에서 상기 분체 슬러리와 함께 2분 동안 혼합하였다. 몰드에 상기 분체 슬러리를 채워 4시간 동안 실온에서 기건양생 후 80℃에서 3시간 동안 증기양생을 한 다음, 양생기에서 꺼냈다가 다시 오토클래이브에서 10기압의 고온 고압 증기양생을 하고 건조기를 이용하여 함수율이 10± 2%가 되도록 건조하였다.The powder slurry was prepared by mixing materials as shown in Table 1. A powder solvent was prepared by adding a mixed solvent of 139.9 kg of water and 1.84 kg of a naphthalene-based water reducing agent to the dry powder blended mixture at the blending ratios of Table 1. In this case, the amount of water added corresponds to about 70 parts by weight based on the total weight of the powder, excluding the bottom ash. As a foaming agent, 0.64 kg of alkyl ether sulfate ester salt was diluted with 30 L of water to make a bubble group using a bubble generator, and then 714 L of the bubbles were injected and mixed with the powder slurry in a ribbon mixer for 2 minutes. After filling the powder slurry in a mold for 4 hours at room temperature for air curing and steam curing at 80 ° C. for 3 hours, and then taken out of the curing machine and again in a high temperature and high pressure steam curing in an autoclave and using a dryer It was dried so that the moisture content was 10 ± 2%.
제조된 경량 기포 콘크리트를 10× 10× 10cm의 크기로 절단한 후 절건비중, 압축강도등의 물리적 성질과 수직 입사음 흡음률을 측정하였다.The lightweight foamed concrete was cut to a size of 10 × 10 × 10cm, and then the physical properties such as dry weight, compressive strength, and sound absorption rate of vertical incident sound were measured.
절건비중은 기포 콘크리트를 100℃에서 완전히 건조한 후에 측정된 중량을 용적으로 나누어서 구한 값이다. 절건비중 및 압축강도는 KS F 4914에 준하여 측정하였다.The specific dry weight is obtained by dividing the weight measured after completely drying the foamed concrete at 100 ℃. The specific dry weight and compressive strength were measured according to KS F 4914.
흡음률은 수직 입사음 흡음률 측정방법으로 KS F 2814에 준하여 측정하였으며, 일반적으로 평균 흡음률이 0.60이 되면 우수한 흡음재로 평가된다.The sound absorption rate was measured according to KS F 2814 as a vertical incident sound absorption rate measurement method. Generally, when the average sound absorption rate is 0.60, it is evaluated as an excellent sound absorption material.
상기 물리적 성질과 흡음률의 측정결과를 표 2에 기재하였다.Table 2 shows the measurement results of the physical properties and the sound absorption rate.
실시예Example 2 2
슬러리를 제조하기 위한 물이 바텀애쉬를 제외한 분체 중량 100에 대하여 80중량부로 투입되는 것을 제외하고 실시예 1과 동일한 방법으로 기포콘크리트를 제조하였다. 제조된 기포콘크리트에 대하여 실시예 1과 동일한 방법으로 절건비중, 압축강도, 수직입사음 흡음률을 측정하고, 그 결과를 표 2에 나타내었다.Foamed concrete was prepared in the same manner as in Example 1 except that 80 parts by weight of water for preparing a slurry was added to 100 parts by weight of powder except bottom ash. With respect to the prepared foam concrete, the specific dry weight, compressive strength, and sound absorption rate of vertical incident sound were measured in the same manner as in Example 1, and the results are shown in Table 2.
실시예Example 3 3
기포제 0.64kg을 물 30ℓ희석하여 기포군을 만드는 것을 제외하고 실시예 2와 동일한 방법으로 기포콘크리트를 제조하였다. 제조된 기포콘크리트에 대하여 실시예 1과 동일한 방법으로 절건비중, 압축강도, 수직입사음 흡음률을 측정하고, 그 결과를 표 2에 나타내었다.Foamed concrete was prepared in the same manner as in Example 2, except that 0.64 kg of the foaming agent was diluted with 30 L of water to make a group of bubbles. With respect to the prepared foam concrete, the specific dry weight, compressive strength, and sound absorption rate of vertical incident sound were measured in the same manner as in Example 1, and the results are shown in Table 2.
실시예Example 4 4
기포제 0.96kg을 물 30ℓ희석하여 기포군을 만드는 것을 제외하고 실시예 2와 동일한 방법으로 기포콘크리트를 제조하였다. 제조된 기포콘크리트에 대하여 실시예 1과 동일한 방법으로 절건비중, 압축강도, 수직입사음 흡음률을 측정하고, 그 결과를 표 2에 나타내었다.Foamed concrete was prepared in the same manner as in Example 2 except that 0.96 kg of the foaming agent was diluted with 30 L of water to make a group of bubbles. With respect to the prepared foam concrete, the specific dry weight, compressive strength, and sound absorption rate of vertical incident sound were measured in the same manner as in Example 1, and the results are shown in Table 2.
실시예Example 5 5
슬러리를 제조하기 위한 물이 바텀애쉬를 제외한 분체 중량 100에 대하여 90중량부가 투입되고 기포제 0.64kg을 물 30ℓ희석하여 기포군을 만드는 것을 제외하고 실시예 1과 동일한 방법으로 기포콘크리트를 제조하였다. 제조된 기포콘크리트에 대하여 실시예 1과 동일한 방법으로 절건비중, 압축강도, 수직입사음 흡음률을 측정하고, 그 결과를 표 2에 나타내었다.Foamed concrete was prepared in the same manner as in Example 1 except that 90 parts by weight of the water for preparing the slurry was added to 100 parts by weight of powder except bottom ash, and 0.64 kg of the foaming agent was diluted with 30 L of water to form a bubble group. With respect to the prepared foam concrete, the specific dry weight, compressive strength, and sound absorption rate of vertical incident sound were measured in the same manner as in Example 1, and the results are shown in Table 2.
상기 실시예는 같은 기포제를 혼입한 즉 30리터의 기포제 수용액으로 기포를 형성 발포하였더라도 추후 물을 어느 정도 첨가하느냐에 따라 기포의 연속성이 크게 달라질 수 있기 때문에 이를 실험하고자 한 것으로, 양생 과정중 기포가 전혀 소포되지 않으면 기포 하나씩 독립되어 흡음재의 특성을 나타낼 수 없기 때문이다. 따라서 선발포된 기포를 갖는 슬러리에 물의 투입량을 변화시켜 기포가 적정한 수준에서 소포되는 물의 함량 범위를 확인할 수 있다.In the above embodiment, even if bubbles were formed by incorporating the same foaming agent, that is, a foaming solution of 30 liters of foaming agent, the continuity of the bubbles may vary greatly depending on how much water is added later. This is because if they are not defoamered, the bubbles are independent of each other to exhibit the properties of the sound absorbing material. Therefore, it is possible to check the content range of the water to be bubbled at an appropriate level by changing the input amount of water in the slurry having the foaming bubble.
실시예Example 6 6
기포제 0.96kg을 물 30ℓ희석하여 기포군을 만드는 것을 제외하고 실시예 5과 동일한 방법으로 기포콘크리트를 제조하였다. 제조된 기포콘크리트에 대하여 실시예 1과 동일한 방법으로 절건비중, 압축강도, 수직입사음 흡음률을 측정하고, 그 결과를 표 2에 나타내었다.Foamed concrete was prepared in the same manner as in Example 5 except that 0.96 kg of the foaming agent was diluted with 30 L of water to form a foam group. With respect to the prepared foam concrete, the specific dry weight, compressive strength, and sound absorption rate of vertical incident sound were measured in the same manner as in Example 1, and the results are shown in Table 2.
비교예Comparative example 1 One
현재 상용화되고 있는 면밀도 32K 두께 50mm의 유리섬유를 비교예 1로 하여 잔향실법 흡음률을 측정하고, 그 결과를 표2에 나타내었다. The reverberation chamber method sound absorption rate was measured using glass fiber of surface density 32K thickness 50mm currently commercialized as the comparative example 1, and the result is shown in Table 2.
상기 표 2의 결과에서 살펴본 바와 같이 본 발명에 따른 흡음재용 경량 기포 콘크리트 제품은 기존의 흡음재 제품이 가지고 있는 내구성, 내화성, 환경적인 단점을 해결하기 위하여 개발된 것으로 비중은 0.4± 0.1, 압축강도 10kgf/cm2 이상이 되며, 흡음률은 0.70 이상이 되도록 할 뿐만 아니라, 콘크리트 바탕재와 동질의 재료로 부착성이 타 제품에 비해 우수한 제품을 제조하는 것이다.As shown in the results of Table 2, the lightweight foam concrete product for sound absorbing material according to the present invention was developed to solve the durability, fire resistance, and environmental shortcomings of the existing sound absorbing material product. The specific gravity is 0.4 ± 0.1 and the compressive strength is 10kgf. / cm 2 In addition to the above, the sound absorption rate is not only 0.70 or more, but also to produce a product superior in adhesion to other products made of the same material as the concrete base material.
상기와 같이 본 발명에 따라 제조된 경량 기포 콘크리트 제품은 기존 흡음용 제품과 비교하여 NRC 0.7 이상으로 흡음률이 매우 우수하고, 구성재료가 무기 분말들의 수화 반응에 의한 것이므로 내열 및 내수성이 매우 뛰어날 뿐만 아니라 화재시에도 연소되지 않고 원형을 유지하고 성능도 변화되지 않는다. 또한, 기존의 흡음재 제품에 비해 경제적으로 생산이 가능하다.As described above, the lightweight foamed concrete product manufactured according to the present invention has a very good sound absorption rate of more than NRC 0.7 compared to the existing sound absorbing products, and because the constituent material is due to the hydration reaction of inorganic powders, it is not only excellent in heat resistance and water resistance. In case of fire, it does not burn, maintains its original shape, and its performance does not change. In addition, it is possible to produce economically compared to the existing sound absorbing products.
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