KR100754910B1 - Concrete paving blocks for side walk and road using waste stone and the making method thereof - Google Patents

Concrete paving blocks for side walk and road using waste stone and the making method thereof Download PDF

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KR100754910B1
KR100754910B1 KR20060098244A KR20060098244A KR100754910B1 KR 100754910 B1 KR100754910 B1 KR 100754910B1 KR 20060098244 A KR20060098244 A KR 20060098244A KR 20060098244 A KR20060098244 A KR 20060098244A KR 100754910 B1 KR100754910 B1 KR 100754910B1
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weight
cement
powder
concrete
aggregate
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KR20060098244A
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Korean (ko)
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오인하
홍종현
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(주)한남개발
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/06Pavings made of prefabricated single units made of units with cement or like binders
    • E01C5/065Pavings made of prefabricated single units made of units with cement or like binders characterised by their structure or component materials, e.g. concrete layers of different structure, special additives
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/008Producing shaped prefabricated articles from the material made from two or more materials having different characteristics or properties
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/04Producing shaped prefabricated articles from the material by tamping or ramming
    • B28B1/045Producing shaped prefabricated articles from the material by tamping or ramming combined with vibrating or jolting
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/14Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
    • B28B1/16Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted for producing layered articles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B13/00Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
    • B28B13/02Feeding the unshaped material to moulds or apparatus for producing shaped articles
    • B28B13/0215Feeding the moulding material in measured quantities from a container or silo
    • B28B13/022Feeding several successive layers, optionally of different materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • 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
    • C04B14/14Minerals of vulcanic origin
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/30Oxides other than silica
    • C04B14/305Titanium oxide, e.g. titanates
    • 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
    • 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
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00482Coating or impregnation materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075Uses not provided for elsewhere in C04B2111/00 for road construction
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/2038Resistance against physical degradation
    • C04B2111/2061Materials containing photocatalysts, e.g. TiO2, for avoiding staining by air pollutants or the like
    • 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

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Structural Engineering (AREA)
  • Materials Engineering (AREA)
  • Civil Engineering (AREA)
  • Organic Chemistry (AREA)
  • Manufacturing & Machinery (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Catalysts (AREA)
  • Road Paving Structures (AREA)

Abstract

A concrete pavement block using waste stone and a manufacturing method thereof are provided to cut down the cost and to improve the adsorption and removal rate of air pollutants by using scarlet powder and anatase titanium oxide powder. A method for manufacturing concrete pavement blocks by using waste stone comprises: a step for forming a lower support layer by making crushed aggregates by collecting and crushing the waste stone, pouring a concrete composition into a pavement block mold, and then firstly vibrating, pressing, and compacting the concrete composition, wherein the concrete composition is produced by equally mixing 1400~2000kg/m^2 of the crushed aggregates with the size below 13mm, 400~800kg/m^2 of cement, and 80~200kg/m^2 of water, and adding 0.2~2.0wt.% admixture to the total weight percent of the cement; and a step for forming an upper colored layer by pouring a concrete composition to the upper side of the lower support layer and secondly vibrating, pressing, and compacting the concrete composition. The concrete composition for the upper colored layer is produced by equally mixing 1400~2000kg/m^2 of the crushed aggregates with the size below 3mm, 400~800kg/m^2 of cement, 20~300kg/m^2 of scarlet powder, and 80~200kg/m^2 of water, and adding 0.2~2.0wt.% admixture, 1~10wt.% anatase titanium oxide powder with a mean particle diameter of 10~150nm for improving photocatalytic function, and 1~10wt.% porous basalt crushed in a mean particle diameter of 30~100nm and basalt powder with a mean particle diameter of 75~200 micrometers for improving strength and color, to the total weight percent of the cement.

Description

폐 석재를 이용한 콘크리트 보도블록 및 그 제조방법{Concrete paving blocks for side walk and road using waste stone and the making method thereof}Concrete paving blocks for side walk and road using waste stone and the making method

도 1은 본 발명에 따른 콘크리트 보도블록의 질소산화물 제거시험시 사용되는 제거시험장치의 사진1 is a photograph of the removal test apparatus used in the nitrogen oxide removal test of the concrete sidewalk block according to the present invention

도 2는 본 발명에 따른 콘크리트 보도블록의 질소산화물 제거시험의 개략도Figure 2 is a schematic diagram of the nitrogen oxide removal test of the concrete walkway block according to the present invention

도 3은 본 발명에 따른 콘크리트 보도블록의 광분해 효율 그래프Figure 3 is a photolysis efficiency graph of the concrete sidewalk block according to the present invention

도 4는 본 발명에 따른 콘크리트 보도블록의 질소산화물 제거율 그래프Figure 4 is a graph of nitrogen oxide removal rate of the concrete walkway block according to the present invention

< 도면 주요부분에 대한 부호의 설명 >                     <Description of Symbols for Main Parts of Drawings>

10 : 태양광10: sunlight

20 : 질소산화물 농도측정 검지관20: nitrogen oxide concentration measurement tube

30 : 아크릴 챔버30: acrylic chamber

40 : 에어펌프40: air pump

50 : 보도블록 시험체50: sidewalk block test body

본 발명은 천연 원석을 가공하여 판석이나 경계석과 같은 석재제품을 생산 후 발생되는 폐석재와 석분슬러지를 골재대용으로 사용하고 광촉매기능과 강도 및 색상이 향상된 콘크리트 보도블록에 관한 것으로, 더욱 상세하게는 석재가공시 발생되는 폐석재를 수집 파쇄하여 파쇄골재를 제조하고 상기 파쇄골재 중 골재최대치수 13mm 이하의 파쇄골재 1400 ~ 2000kg/㎥, 시멘트 400 ~ 800kg/㎥, 물 80 ~ 200kg/㎥를 혼합하되 상기 시멘트 중량에 대하여 0.2 ~ 2.0중량%의 혼화제를 첨가 혼합한 다음 보도블록 형틀의 하부에 투입하고 1차 진동 가압다짐하여 하부지지층을 형성하고, 상기 파쇄골재 중 골재최대치수 3mm 이하의 파쇄골재 1400 ~ 2000kg/㎥, 시멘트 400 ~ 800kg/㎥, 스칼렛파우다 20 ~ 300kg/㎥, 물 80 ~ 200kg/㎥를 혼합하되 상기 시멘트 중량에 대하여 0.2 ~ 2.0중량%의 혼화제를 첨가 혼합하고 광촉매기능 향상을 위해 평균입경 10 ~ 150nm의 아나타제(anatase) 이산화티탄 미분말을 상기 시멘트 중량에 대하여 1 ~ 10중량% 혼합하고 강도증가 및 색상개선을 위해 평균입경 30 ~ 100mm로 분쇄된 다공질의 현무암 및 평균입경 75 ~ 200㎛의 현무암 미분말을 상기 시멘트중량에 대하여 1 ~ 10중량% 혼합하며 흡착성향상 및 단위수량(單位水量) 감소를 위해 제올라이트분말 또는 스코리아분말을 상기 시멘트 중량에 대하여 0.5 ~ 3중량% 혼합하여 보도블록 형틀의 상부에 투입하고 2차 진동 가압다짐하여 상부유색층을 형성한 다음 양생하여 제조되는 것을 특징으로 하는 폐석재를 이용한 콘크리트 보도블록 및 그 제조방법에 관한 것이다.The present invention relates to the use of waste stone and stone sludge produced after the production of stone products such as flagstone or boundary stone by processing natural raw stones as aggregates, and to a concrete walkway block having improved photocatalytic function, strength and color. Collecting and crushing the waste stone generated during stone processing to produce a crushed aggregate, and mixed the crushed aggregate 1400 ~ 2000kg / ㎥, cement 400 ~ 800kg / ㎥, water 80 ~ 200kg / ㎥ of the aggregate maximum size less than 13mm 0.2 to 2.0% by weight of the admixture with respect to the weight of the cement is added and mixed into the lower part of the sidewalk block mold and the first vibration press compaction to form a lower support layer, crushed aggregate 1400 or less of the aggregate maximum dimension of the aggregate aggregate 1400 ~ 2000kg / ㎥, cement 400 ~ 800kg / ㎥, scarlet powder 20 ~ 300kg / ㎥, water 80 ~ 200kg / ㎥ mixed with 0.2 ~ 2.0% by weight of the cement 1 to 10% by weight of the anatase titanium dioxide powder having an average particle diameter of 10 to 150 nm was mixed with respect to the weight of the cement, and ground to an average particle diameter of 30 to 100 mm for strength and color improvement. Mix the porous basalt and the basalt fine powder with an average particle diameter of 75 ~ 200㎛ by 1 to 10% by weight based on the weight of the cement and mix the zeolite powder or Sukko powder with respect to the weight of the cement in order to improve the adsorption properties and reduce the unit quantity. It relates to a concrete sidewalk block using a waste stone, characterized in that it is prepared by mixing 3 ~ 3% by weight and put into the upper side of the sidewalk mold to form a top colored layer by the second vibration pressurized compaction.

일반적으로, 산업부산물과 산업폐기물의 재활용에 있어 국내에서는 1990년도 후반부터 2005년까지 재활용 관련 연구분야에 막대한 연구비 투자가 이루어졌고 법 제도적 기반이 형성되었으며 그 결과 상당한 수준의 재활용 기술과 새로운 제품이 개발되어 사용되고 있으나, 재활용 연구는 지구온난화 및 기후변화 문제와 같이 장기간의 연구와 노력이 필요한 분야로서, 실제 산업현장에서는 아직도 수 많은 산업부산물과 산업폐기물이 여전히 방치 및 매립되고 있으며, 특히 석재 제품의 생산과정에서 발생되는 폐석재와 석분슬러지도 매년 엄청난 량이 발생되고 있으나 소량의 석분이 재활용되고 있는 것을 제외하고는 마땅한 재활용 방안이 없어 폐기처분되고 있는 실정이다.In general, in the recycling of industrial by-products and industrial wastes, a huge investment in research was made in the field of recycling-related research from the late 1990s to 2005, and a legal and institutional basis was established. As a result, a considerable level of recycling technology and new products were developed. Although recycling research is a field that requires long-term research and efforts such as global warming and climate change issues, many industrial by-products and industrial wastes are still left and landfilled, especially in the production of stone products. There is also a tremendous amount of waste stone and stone powder sludge generated in the process every year, but there is no proper recycling plan except a small amount of stone powder is being recycled.

종래의 보도블록(인터로킹 블록)제조에 관련된 논문으로 재생골재를 사용한 보차도용 인터로킹 블록의 제조와 성능 규명에 관한 연구(김홍열 외 3인, 대한건축학회논문집, 제 13권 3호 pp.335-341, 1997), 플라이애쉬 치환율 변환에 따른 인터로킹 블록의 특성에 관한 연구(한천구 외 5인, 한국콘크리트학회학술발표회논문집, 제10권 1호, pp.99-104, 1998), 인터로킹 블록의 품질에 미치는 물-시멘트비와 화학혼화재의 영향(한천구 외 4인, 한국콘크리트학회학술발표회논문집, 제10권 2호, pp.157-160, 1998) 등이 있으며, 선등록 특허로서 폐콘크리트를 이용한 보도블록 및 그 제조방법(특허등록 제 10-0549973호)과 재생골재를 이용한 인터로킹 블록 및 그 제조방법(특허등록 제 10-0533288호)과 폐콘크리트를 이용한 보도블록 및 그 제조방법(특허등록 10-0549973)과 폐주물사를 이용한 시멘트 벽돌, 시멘트 보도블록 제조방법 및 그 조성물(특허출원 10-2005-0032418) 등이 있으나, 석재를 가공하여 판석이나 경계석과 같은 석재 제품의 생산 과정에서 발생하는 폐석재와 석분슬러지를 100% 골재대용으로 재활용하여 생산되는 보도블록은 현재까지 없었다. A study on the manufacture of interlocking blocks for sidewalks using recycled aggregates as a paper related to the manufacture of conventional interlocking blocks (Hong-Yeul Kim et al., Journal of the Architectural Institute of Korea, Vol. 13 No. 3, pp.335 -341, 1997), A Study on the Characteristics of Interlocking Blocks According to the Fly Ash Substitution Rate Conversion (Hancheon-gu et al., Journal of the Korean Concrete Institute, Vol. 10, No. 1, pp.99-104, 1998), Interlocking Influence of water-cement ratio and chemical admixture on the quality of blocks (Hancheon-gu et al., 4 people, Journal of the Korean Concrete Society, Vol. 10, No. 10, pp.157-160, 1998). Press block and manufacturing method thereof (Patent registration No. 10-0549973) and interlocking block using recycled aggregate and manufacturing method thereof (Patent registration No. 10-0533288) and sidewalk block using waste concrete and manufacturing method thereof ( Patent registration 10-0549973) and waste casting company A cement brick, a cement sidewalk block manufacturing method, and a composition thereof (Patent Application 10-2005-0032418), but 100% of the waste stone and stone sludge generated during the production of stone products such as flagstone or boundary stone by processing stone There are no sidewalk blocks produced by recycling them as aggregates.

한편, 본 출원인에 의해 선출원된 특허출원 제 10-2005-0056773호의 스칼렛파우더를 사용한 기능성 콘크리트 인터로킹 블록에서는 산업부산물인 스칼렛파우더(Scarlet powder)를 콘크리트 조성물에 첨가혼합하여 대기오염물질인 질소산화물이나 황산화물을 흡착 제거하도록 하였으나, 이 경우에 스칼렛파우더(Scarlet powder)에 소량 함유되어 있는 이산화티탄 성분에 의해서만 대기오염물질의 흡착작용이 이루지고 흡수율이 높고 강도가 상대적으로 낮아 보도블록으로 사용시 대기오염물질의 흡착제거율이 저하되며 외력에 의해 쉽게 손상되는 문제점이 있었다. On the other hand, in the functional concrete interlocking block using the scarlet powder of Patent Application No. 10-2005-0056773 filed by the applicant of the present application by adding and mixing the industrial by-product scarlet powder (Scarlet powder) to the concrete composition The sulfur oxides are adsorbed and removed, but in this case, the air pollutants are adsorbed only by titanium dioxide contained in the scarlet powder, and the absorption rate is high and the strength is relatively low. There was a problem that the adsorption removal rate of the material is lowered and easily damaged by external force.

본 발명은 상기와 같은 문제점을 개선하기 위한 것으로 산업부산물인 폐석재와 석분슬러지를 기존 골재(모래 또는 쇄석골재)대용으로 100% 치환 사용하여 원가를 절감하고 스칼렛파우더와 함께 아나타제(anatase) 이산화티탄 미분말를 사용하여 대기오염물질의 흡착제거율을 크게 향상시키며, 다공질의 분쇄 현무암 및 현무암 미분말과 제올라이트 분말 및 스코리아(scoria) 분말을 첨가 혼합하여 강도 증가 및 흡착성향상과 단위수량을 감소시키고 색상을 개선하여 전체적인 내구성, 기능성, 디자인을 동시에 만족하는 콘크리트 보도블록을 제공하는 것에 그 목적이 있다.The present invention is to improve the problems as described above by using 100% substitution of the existing aggregate (sand or crushed stone) as an industrial by-product substitute waste (sand or crushed stone) to reduce the cost and with a scarlet powder anatase (anatase) titanium dioxide The use of fine powder greatly improves the adsorption removal rate of air pollutants, and it is mixed with porous ground basalt and basalt fine powder, zeolite powder and scoria powder to increase the strength, increase the adsorption property, reduce the unit quantity, and improve the overall color. The purpose is to provide a concrete walkway block that satisfies durability, functionality, and design at the same time.

이러한 목적을 달성하기 위하여 석재가공시 발생되는 폐석재를 수집 파쇄하여 파쇄골재를 제조하고 상기 파쇄골재 중 골재최대치수 13mm 이하의 파쇄골재, 시멘트, 물, 혼화제를 일정비율로 혼합하여 보도블록 형틀의 하부에 투입하고 1차 진동 가압다짐하여 하부지지층을 형성하고, 상기 파쇄골재 중 골재최대치수 3mm 이하의 파쇄골재, 시멘트, 스칼렛파우다, 물, 혼화제를 일정비율로 혼합하되 광촉매기능 향상을 위한 아나타제(anatase) 이산화티탄 미분말과 강도증가 및 색상개선을 위한 다공질의 분쇄 현무암 및 현무암 미분말과 흡착성향상 및 단위수량(單位水量) 감소를 위한 제올라이트분말 또는 스코리아분말을 상기 시멘트 중량에 대하여 일정비율로 첨가 혼합하여 보도블록 형틀의 상부에 투입하고 2차 진동 가압다짐하여 상부유색층을 형성한 다음 양생하여 제조되는 것에 본 발명의 특징이 있다.In order to achieve this purpose, it is collected and crushed waste stone produced during stone processing to produce a crushed aggregate, and crushed aggregate of less than the maximum aggregate size of 13mm, cement, water, admixture in a certain ratio by mixing The lower support layer was formed by putting it in the lower part and compacting the first vibration, and mixing the crushed aggregate, cement, scarlet powder, water, and admixture of the aggregate maximum dimension of 3mm or less in the crushed aggregate at a certain ratio, but improving the photocatalytic function ( anatase) Titanium dioxide fine powder, porous pulverized basalt and basalt fine powder for increased strength and color improvement, and zeolite powder or scoria powder for adsorbent improvement and unit quantity reduction are added and mixed in a proportion to the weight of the cement. Put on top of the sidewalk block mold and compacted the second vibration to form the upper colored layer Sound is characterized according to the present invention being made by welding.

본 발명에 따른 콘크리트 보도블록은 각종 석재제품을 가공생산하면서 발생되는 폐석재와 석분슬러지를 100% 골재대용으로 사용하고 광촉매기능과 강도 및 색상이 향상된 콘크리트 보도블록에 관한 것으로, 석재가공시 발생되는 폐석재를 수집 파쇄하여 파쇄골재를 제조하고 상기 파쇄골재 중 골재최대치수가 13mm이하의 파쇄골재 1400 ~ 2000kg/㎥, 시멘트 400 ~ 800kg/㎥, 물 80 ~ 200kg/㎥를 균일하게 혼합하되 상기 시멘트 중량에 대하여 0.2 ~ 2.0중량%의 혼화제를 첨가 혼합한 콘크리트 조성물을 보도블록 형틀에 투입하고 1차 진동 가압다짐하여 하부지지층을 형성하고, 상기 파쇄골재 중 골재최대치수가 3mm이하의 파쇄골재 1400 ~ 2000kg/㎥, 시멘트 400 ~ 800kg/㎥, 스칼렛파우다 20 ~ 300kg/㎥, 물 80 ~ 200kg/㎥를 혼합하되 상기 시멘트 중량에 대하여 0.2 ~ 2.0중량%의 혼화제를 첨가 혼합하고 광촉매기능 향상을 위해 평균입경 10 ~ 150nm의 아나타제(anatase) 이산화티탄 미분말을 상기 시멘트 중량에 대하여 1 ~ 10중량% 혼합하고 강도증가 및 색상개선을 위해 평균입경 30 ~ 100mm로 분쇄된 다공질 현무암 및 평균입경 75 ~ 200㎛의 현무암 미분말을 상기 시멘트중량에 대하여 1 ~ 10중량% 혼합하며 흡착성향상 및 단위수량(單位水量) 감소를 위해 제올라이트분말 또는 스코리아분말을 상기 시멘트 중량에 대하여 0.5 ~ 3중량% 혼합한 콘크리트 조성물을 상기 하부지지층의 상부에 투입하고 2차 진동 가압다짐하여 상부유색층을 형성한 다음 보도블록 형틀의 상부에 투입하고 2차 진동 가압다짐하여 상부유색층을 형성한 다음 양생하여 콘크리트 보도블록을 제조 완성하게 된다.The concrete walkway block according to the present invention relates to a concrete walkway block that uses waste stone and stone sludge generated by processing various stone products as a substitute for 100% aggregate and has improved photocatalytic function, strength, and color. Collecting and crushing the waste stone to produce a crushed aggregate and mixing the crushed aggregate 1400 ~ 2000kg / ㎥, 400 ~ 800kg / ㎥ of cement, 80 ~ 200kg / ㎥ of water with a maximum aggregate size of less than 13mm among the crushed aggregate uniformly 0.2 to 2.0% by weight of admixture was added to the mixed concrete composition into the sidewalk mold to form a lower support layer by compacting the first vibration, the aggregate of crushed aggregates 1400 ~ 2000kg / ㎥, cement 400 ~ 800kg / ㎥, scarlet powder 20 ~ 300kg / ㎥, water 80 ~ 200kg / ㎥ mixed with 0.2 ~ 2.0% by weight of the cement 1 to 10% by weight of the anatase titanium dioxide powder having an average particle diameter of 10 to 150 nm was mixed with respect to the weight of the cement, and ground to an average particle diameter of 30 to 100 mm for strength and color improvement. 1 to 10% by weight of porous basalt and basalt powder with an average particle diameter of 75 to 200 µm are mixed with respect to the weight of the cement, and zeolite powder or Sukko powder is mixed with the weight of the cement to increase the adsorption capacity and unit quantity. 3% by weight of the mixed concrete composition is added to the upper portion of the lower support layer and the second vibration pressure compaction to form an upper colored layer, and then added to the upper portion of the sidewalk block mold and the second vibration pressure compaction to form an upper colored layer. After curing, the concrete sidewalk block is manufactured and completed.

상기 파쇄골재는 천연원석을 가공하여 각종 판석이나 경계석 등의 석재제품의 가공생산시 발생되는 폐석재나 석분슬러지를 골재대용으로 100% 대체 사용하여 경제성 및 친환경성을 증가시키도록 하며, 상기 폐석재를 수집하여 통상의 파쇄기를 이용하여 파쇄골재를 제조하고 상기 파쇄골재를 선별하여 골재최대치수가 13mm이하인 파쇄골재는 콘크리트 보도블록의 하부지지층 형성시 사용하고, 상기 파쇄골재 중 골재최대치수가 3mm이하인 파쇄골재는 콘크리트 보도블록의 상부유색층 형성시 사용하는데, 상기 하부지지층을 형성하는 파쇄골재는 골재최대치수가 13mm 이하인 것을 사용하여 높은 강도를 유지하도록 하고 상기 상부유색층을 형성하는 파쇄 골재는 골재최대치수가 3mm이하인 것을 사용하여 외부로 드러나는 표면의 질감을 매끄럽게 하였으며, 상기 하부지지층과 상부유색층을 형성하는 조성물에 각각 1400 ~ 2000kg/㎥ 첨가 혼합된다.The crushed aggregate is used to process the natural raw materials to increase the economical and environmentally friendly by using 100% of the waste stone or stone powder sludge generated as a substitute for the aggregate produced from the processing and production of stone products such as various slabs or boundary stones. To collect the crushed aggregate using a conventional crusher, and to select the crushed aggregates crushed aggregate having a maximum aggregate size of 13mm or less is used to form the lower support layer of the concrete sidewalk block, crushed aggregate of the aggregate maximum dimension of 3mm or less Is used to form the upper colored layer of the concrete sidewalk block, the aggregates forming the lower support layer is used to maintain the high strength using the aggregate maximum dimension less than 13mm and the aggregate aggregate to form the upper colored layer 3mm aggregate maximum dimension The followings were used to smooth the texture of the surface exposed to the outside. , 1400 ~ 2000kg / ㎥ added and mixed to the composition forming the lower support layer and the upper colored layer, respectively.

또한, 상기 석분슬러지는 부순모래나 석재 생산 가공공장에서 발생되는 미립자로 된 분말로서, 보도블록의 강도, 질감을 향상시키기 위해 첨가되고 평균입경 10 ~ 20㎛의 것을 사용하는 것이 바람직하며 상기 하부지지층과 상부유색층을 형성하는 조성물에 각각 첨가 혼합되는 파쇄골재의 10 ~ 50중량%를 석분슬러지로 대체하여 사용하게 된다.In addition, the stone powder sludge is a powder of fine particles generated in the crushed sand or stone production processing plant, it is preferably added to improve the strength and texture of the sidewalk block, it is preferable to use an average particle diameter of 10 ~ 20㎛ and the lower support layer And 10 to 50% by weight of the crushed aggregate is added and mixed to the composition to form the upper colored layer, respectively, will be used to replace the stone powder sludge.

상기 시멘트는 보통 포틀랜드시멘트, 혼합시멘트, 제트시멘트 등의 공지의 시멘트 중에서 선택되는 어느 하나 이상의 시멘트로서 상기 하부지지층과 상부유색층을 형성하는 조성물에 각각 400 ~ 800kg/㎥ 첨가 혼합하게 되며, 필요에 따라서는 고로슬래그 시멘트나 플라이애쉬 시멘트, 백시멘트 등의 특수시멘트도 사용가능하다.The cement is usually one or more cements selected from known cements such as portland cement, mixed cement, jet cement, and the like to be added to the composition forming the lower support layer and the upper colored layer, respectively, by adding 400 to 800 kg / m3. Therefore, special cements such as blast furnace slag cement, fly ash cement, and back cement can be used.

상기 물은 마실수 있는 정도의 깨끗한 물로 상기 하부지지층과 상부유색층을 형성하는 조성물에 각각 80 ~ 200kg/㎥ 첨가 혼합하게 되며, 물-시멘트비(W/C)는 15 ~ 30%로 유지되도록 하는 것이 바람직하다.The water is a drinkable clean water to 80 to 200kg / ㎥ added to the composition to form the lower support layer and the upper colored layer, respectively, water-cement ratio (W / C) is to be maintained at 15 to 30% desirable.

상기 혼화제는 콘크리트의 배합시 단위수량(單位水量)을 줄여 강도와 내구성 을 증진시키기 위해 사용되는 화학혼화제로서 AE감수제가 사용되고, 상기 AE감수제는 리그닌술폰산계나 옥시카르본산계 등의 제품이 주로 사용되며 본 발명에서는 각 시멘트 중량에 대하여 0.2 ~ 2.0중량%의 AE감수제를 각각 첨가 혼합하되, 상기 AE감수제가 각 시멘트 중량에 대하여 0.2중량% 미만이 첨가되는 경우에는 공기연행(空氣連行)효과 및 감수(減水)효과가 발휘되지 못하여 투수콘크리트의 강도증진을 기대하기 어렵고 시멘트중량에 대하여 2.0중량%를 초과하는 경우에는 경과시간에 따른 슬럼프(slump)값의 손실이 크고 공기량을 과잉으로 연행시켜 콘크리트의 강도를 저하시키게 되므로 본 발명에서는 시멘트중량에 대하여 0.2 ~ 2.0중량%의 AE감수제를 첨가하여 물-시멘트비(W/C)를 낮춤으로써 강도증진과 함께 동결융해저항성, 화학저항성, 내마모성 등의 내구성이 향상되도록 되어 있다. The admixture is an AE reducing agent used as a chemical admixture used to reduce the unit quantity (을 水量) when concrete is mixed to improve strength and durability, the AE reducing agent is mainly used products such as lignin sulfonic acid or oxycarboxylic acid. In the present invention, 0.2 to 2.0% by weight of the AE reducing agent is added and mixed with respect to each cement weight, respectively, when the AE reducing agent is added to less than 0.2% by weight relative to the weight of each cement, the air entraining effect and water loss ( It is difficult to expect the strength improvement of the permeable concrete due to the lack of water effect, and when it exceeds 2.0% by weight with respect to the cement weight, the loss of slump over the elapsed time is large and the amount of air is excessively entrained to increase the strength of the concrete. In the present invention, by adding 0.2 ~ 2.0% by weight of AE reducing agent to the weight of cement, the water-cement It is such that with strength enhancement by lowering the (W / C) an improvement in the durability, such as freeze-thaw resistance, chemical resistance, abrasion resistance.

필요에 따라서는 상기 혼화제로서 AE감수제 대신 고성능AE감수제를 대체하여 사용 가능한데, 이 경우 고성능AE감수제는 폴리카르본산계, 멜라민계, 나프탈렌계 등 제품 중 1종 이상을 선택하여 사용하게 된다.If necessary, the admixture may be used in place of an AE reducing agent instead of a high performance AE reducing agent. In this case, the high performance AE reducing agent may be used by selecting one or more of products such as polycarboxylic acid, melamine, and naphthalene.

상기 스칼렛파우더(Scarlet powder)는 보오크사이트로부터 알루민산소다를 추출할 때 잔류하는 물질로서 아래 < 표1 >에서와 같은 물리적 화학적 특성을 지니고 있으며, 특히 < 표1 >에서 알 수 있듯이 스칼렛파우더에는 이산화티탄(TiO2)의 함량이 9% 포함되어 있어 대기중의 질소산화물(NOX)와 같은 오염물질을 흡착제거하는 광촉매 기능을 수행할 수 있고, 색상이 천연의 적색을 나타내어 기존의 인공 색 소를 첨가하지 않고도 자연스러운 천연 적색을 나타내며, 본 발명에서는 보도블록의 표면부분에 해당하는 상부유색층을 형성하는 조성물에만 20 ~ 300kg/㎥의 스칼렛파우더를 첨가 혼합하여 대기중의 오염물질이 상부유색층을 통해 흡착제거되도록 한다.The scarlet powder is a substance remaining when extracting sodium aluminate from the bauxite and has physical and chemical properties as shown in Table 1 below. In particular, as shown in Table 1, titanium dioxide (TiO 2) existing artificial color content contained 9% it is possible to perform the photo-catalytic function of removing adsorbed contaminants such as nitrogen oxides (NO X) in the air, the color is represented by the red color of natural of It shows natural natural red color without adding cows, and in the present invention, 20 to 300 kg / m 3 of scarlet powder is added and mixed only to the composition forming the upper colored layer corresponding to the surface portion of the sidewalk block. Allow adsorption through the bed.

< 표 1 > 스칼렛파우더의 물리적 화학적 특성<Table 1> Physical and Chemical Properties of Scarlet Powder

Items Items Scarlet PowderScarlet powder Chemical composition    Chemical composition Al2O3 Al 2 O 3 18∼2018-20 Fe2O3 Fe 2 O 3 36∼4336-43 SiO2 SiO 2 8.18.1 TiO2 TiO 2 9.09.0 CaOCaO 5.95.9 Na2ONa 2 O 5.85.8 PSD(㎛)  PSD (μm) +46㎛(%)+46 μm (%) 1414 -46㎛(%)-46 μm (%) 8686 PSAPSA 8.668.66 ColorColor RedRed Moisture(%)Moisture (%) 15%±(5.0)15% ± (5.0) Leachable Na2O(%)Leachable Na 2 O (%) 2∼32-3 Loss on Ignition(%)Loss on Ignition (%) 7.87.8 pHpH 11.011.0 Bulk Density(g/cm3)Bulk Density (g / cm 3 ) 0.980.98 True Density(g/cm3)True Density (g / cm 3 ) 3.63.6 BET(m2/g)BET (m 2 / g) 16∼2016-20

또한, 본 발명에서는 상부유색층을 형성하는 콘크리트 조성물에 광촉매기능향상제, 강도증가 및 색상개선제, 흡착성향상 및 단위수량감소제를 첨가하여 기능성을 보강하도록 되어 있다. In addition, the present invention is to enhance the functionality by adding a photocatalytic function enhancer, strength and color improver, adsorptive improvement and unit quantity reducer to the concrete composition forming the upper colored layer.

상기 광촉매기능 향상제로는 아나타제(anatase) 이산화티탄 미분말을 사용하는데, 상기 아나타제 이산화티탄 미분말은 강한 산화작용에 의해 광촉매기능을 가 진 n형 반도체로서, 자외선을 받으면 전자(Electron), 전공(Electron Hole)이 형성되어 강한 산화력을 가진 하이드록시 라티칼(-OH)과 슈퍼 옥사이드을 생성하며, 이 하이드록시 라디칼과 슈퍼 옥사이드가 공기중의 오염물질인 유기화합물을 산화 분해시켜 무해한 물과 탄산가스로 변화시키게 되는데, 본 발명에서는 스칼렛파우더의 광촉매기능이 미흡하여 이를 보완하여 더욱 강한 광촉매기능을 수행하도록 상부유색층의 시멘트 중량에 대하여 1 ~ 10중량% 첨가 혼합하도록 되어 있으며, 이때 아나타제 이산화티탄 미분말은 그 평균입경이 10 ~ 150nm의 것을 사용하며 평균입경이 150nm를 초과하는 것을 사용할 경우에는 광촉매기능이 저하되는 문제점이 발생된다. As the photocatalytic function improving agent, an anatase titanium dioxide fine powder is used. The anatase titanium dioxide fine powder is an n-type semiconductor having a photocatalytic function by strong oxidation, and is exposed to electrons and electrons when subjected to ultraviolet rays. ) To form hydroxy radicals (-OH) and super oxides with strong oxidizing power, and these hydroxy radicals and super oxides oxidize and decompose organic compounds, which are pollutants in the air, into harmless water and carbon dioxide. In the present invention, the photocatalytic function of the scarlet powder is insufficient to compensate for this, and to add and mix 1 to 10% by weight based on the weight of the cement of the upper colored layer to perform a stronger photocatalytic function, wherein the anatase titanium dioxide fine powder is Use a particle diameter of 10 ~ 150nm and use an average particle diameter of more than 150nm In this case, there is a problem that the photocatalytic function is degraded.

상기 강도증가 및 색상개선제로는 다공질의 분쇄 현무암 및 현무암 미분말을 사용하는데, 상기 다공질의 현무암은 자체 강도가 높아 파쇄골재와 함께 혼합되어 골재의 강도를 증진시키는 역할을 함과 동시에 수많은 기공이 천공되어 있어 이 기공들 사이에 콘크리트 조성물이 인터로킹(interlocking)되면서 더욱 더 높은 결합력을 나타내어 콘크리트 보도블록의 내구성을 향상시키게 되며 상기 현무암 미분말은 다공질의 현무암의 분쇄시 발생되는 미립자상의 분말로서 자체강도가 높아 콘크리트 조성물의 강도를 보완하도록 되어 있어 평균입경 30 ~ 100mm의 비교적 큰 크기로 분쇄된 현무암과 함께 평균입경 75 ~ 200㎛의 현무암 미분말을 상기 시멘트중량에 대하여 1 ~ 10중량% 첨가 혼합하되, 상기 분쇄된 현무암과 현무암 미분말은 2.5 ~ 3 : 0.5 ~ 1의 중량비로 혼합되어 완성된 보도블록의 강도를 증진시킴과 동시에 별도의 유색첨가제를 첨가하지 않고도 고유의 색상과 무늬를 형성하여 시각적 으로 미려한 보도블록을 형성하게 된다.As the strength increase and color improving agent, porous pulverized basalt and basalt fine powder are used. The porous basalt is mixed with the crushed aggregate due to its high strength and increases the strength of the aggregate and at the same time numerous pores are drilled. As the concrete composition interlocks between these pores, it exhibits a higher bonding force, thereby improving the durability of the concrete walkway block. The basalt fine powder is a fine powder generated during the crushing of the porous basalt, which has high strength. It is designed to complement the strength of the concrete composition, and mixed with basalt powder pulverized to a relatively large size with an average particle diameter of 30 to 100 mm, adding 1 to 10 wt% of the basalt fine powder with an average particle diameter of 75 to 200 μm based on the weight of the cement. The basalt and basalt fine powders have a weight ratio of 2.5 to 3: 0.5 to 1. At the same time as the Sikkim increase the strength of the completed press block form a unique sum of the colors and patterns, without the addition of extra additives to the colored to form an aesthetic visual report blocks.

상기 흡착성향상 및 단위수량(單位水量)감소제로는 제올라이트분말 또는 스코리아분말을 사용하는데, 상기 제올라이트 분말은 강한 흡착 및 탈수성을 가지고 있어 대기중의 질소산화물 등의 유해물질을 흡착할 수 있으며 콘크리트 조성물의 단위수량을 감소시켜 내구성을 향상시키도록 되어 있고 평균입경 10 ~ 200㎛로 분쇄된 미분말 상태의 것을 사용하며, 상기 스코리아(scoria) 분말은 화산분출물의 일종으로 점토가 고열의 불에 타 소성된 것으로 다공질(多孔質)로 적갈색 또는 흑갈색을 띄며 높은 흡착성, 탈취성, 공기정화기능을 가지고 있어 제올라이트와 마찬가지로 대기중의 질소산화물 등의 유해물질을 흡착할 수 있고 단위수량을 감소시켜 내구성을 향상시키도록 되어 있으며 평균입경 1 ~ 5mm로 분쇄된 분말상태의 것을 사용하고, 상기 시멘트중량에 대하여 제올라이트분말 또는 스코리아분말을 0.5 ~ 3중량% 첨가 혼합하여 상부유색층을 형성하는 콘크리트 조성물의 흡착성향상 및 단위수량을 감소시키게 된다.The zeolite powder or Sukko powder is used as the adsorbent improvement and unit water reducing agent. The zeolite powder has strong adsorption and dehydration ability, so that it can adsorb harmful substances such as nitrogen oxides in the air. It is designed to improve the durability by reducing the number of units of the fine powder that is pulverized to an average particle diameter of 10 ~ 200㎛, the scoria powder is a kind of volcanic eruption, the clay is burned in a high heat fire It is porous and has reddish brown or blackish brown color and has high adsorption, deodorizing and air purifying function. Like zeolite, it can adsorb harmful substances such as nitrogen oxide in the air and improve the durability by reducing unit quantity. It is to be used in the form of powder that is pulverized to an average particle diameter of 1 ~ 5mm, By adding 0.5 to 3% by weight of zeolite powder or Sukko powder with respect to the amount, it improves the adsorptivity of the concrete composition forming the upper colored layer and reduces the number of units.

본 발명에 따른 바람직한 실시예는 다음과 같다.Preferred embodiments according to the present invention are as follows.

< 실시예 1 ><Example 1>

파쇄골재를 사용하여 2차 과정(Two Touch)방식으로 콘크리트 보도블록을 제조하였다. 먼저, 골재최대치수가 13mm 이하인 파쇄골재 1882kg/㎥, 보통 포틀랜드시멘트 490kg/㎥, 물 123kg/㎥, AE감수제 1.5kg/㎥를 균일하게 혼합한 콘크리트 조성물을 보도블록 형틀(가로 224mm, 세로 112mm, 높이 67mm)에 절반높이로 투입하고 1차 진동 가압다짐하여 하부지지층을 형성한 다음 골재최대치수 3mm 이하의 파쇄골재 1690kg/㎥, 보통 포틀랜드시멘트 600kg/㎥, 스칼렛파우다((주)KC, 한국) 120kg/㎥, 물 120kg/㎥, AE감수제 1.8kg/㎥와 함께 광촉매기능향상제로서 평균입경 100nm의 아나타제(anatase) 이산화티탄 미분말((주)코스모화학, 한국) 30kg/㎥와 강도증가 및 색상개선제로서 평균입경 50mm로 분쇄된 다공질의 현무암 22kg/㎥과 평균입경 100㎛의 현무암 미분말을 8kg/㎥를 균일하게 혼합한 콘크리트 조성물을 상기 하부지지층 상부에 보도블록 형틀의 나머지 절반높이로 투입하고 2차 진동 가압다짐하여 상부유색층을 형성하고 45℃ 에서 30분간 습윤양생한 후 상온에서 28일간 자연양생하여 가로 220mm, 세로 110mm, 높이 60mm의 콘크리트 보도블록을 완성하였다.Using the crushed aggregate, a concrete sidewalk block was manufactured by a two-touch method. First, the concrete composition that uniformly mixed crushed aggregate 1882kg / ㎥, the maximum aggregate aggregate dimensions of 882kg / ㎥, water 123kg / ㎥, water 123kg / ㎥, 1.5kg / ㎥ AE reducing agent (foot width 224mm, length 112mm, height) 67mm) at half height, and the first vibration press compaction to form the lower support layer, then the aggregate aggregate size of less than 3mm 1690kg / ㎥, ordinary Portland cement 600kg / ㎥, Scarlet Powder (KC, Korea) 120kg 30kg / ㎥ of anatase titanium dioxide fine powder (Cosmo Chemical Co., Ltd.) with an average particle diameter of 100 nm as a photocatalyst enhancer with / ㎥, water 120kg / ㎥, and AE reducing agent 1.8kg / ㎥. A concrete composition obtained by uniformly mixing 22 kg / m3 of porous basalt crushed stone with an average particle diameter of 50 mm and 8 kg / m3 of basalt fine powder having an average particle diameter of 100 μm was added to the top of the lower support layer at the other half of the sidewalk block mold. The second vibratory pressurized compaction formed an upper colored layer, and then cured at 45 ° C. for 30 minutes, followed by natural curing at room temperature for 28 days to complete a concrete sidewalk block of 220mm in width, 110mm in height and 60mm in height.

< 실시예 2 ><Example 2>

파쇄골재를 사용하여 2차 과정(Two Touch)방식으로 콘크리트 보도블록을 제조하였다. 먼저, 골재최대치수가 13mm 이하인 파쇄골재 1676kg/㎥, 석분슬러지 206kg/㎥, 보통 포틀랜드시멘트 490kg/㎥, 물 123kg/㎥, AE감수제 1.5kg/㎥를 균일하게 혼합한 콘크리트 조성물을 보도블록 형틀(가로 224mm, 세로 112mm, 높이 67mm)에 절반높이로 투입하고 1차 진동 가압다짐하여 하부지지층을 형성한 다음 골재최대치수 3mm 이하의 파쇄골재 1014kg/㎥, 석분슬러지 676kg/㎥, 보통 포틀랜드시멘트 600kg/㎥, 스칼렛파우다((주)KC, 한국) 120kg/㎥, 물 120kg/㎥, AE감수제 1.8kg/㎥와 함께 광촉매기능향상제로서 평균입경 100nm의 아나타제(anatase) 이산 화티탄 미분말((주)코스모화학, 한국) 30kg/㎥와 강도증가 및 색상개선제로서 평균입경 50mm로 분쇄된 다공질의 현무암 22kg/㎥과 평균입경 100㎛의 현무암 미분말을 8kg/㎥와 흡착성향상 및 단위수량 감소제로서 평균입경 3mm로 분쇄된 스코리아분말 12kg/㎥를 균일하게 혼합한 콘크리트 조성물을 상기 하부지지층 상부에 보도블록 형틀의 나머지 절반높이로 투입하고 2차 진동 가압다짐하여 상부유색층을 형성하고 45℃ 에서 30분간 습윤양생한 후 상온에서 28일간 자연양생하여 가로 220mm, 세로 110mm, 높이 60mm의 콘크리트 보도블록을 완성하였다.Using the crushed aggregate, a concrete sidewalk block was manufactured by a two-touch method. First, a concrete block composition with a uniform aggregate of crushed aggregate 1676kg / ㎥, crushed sludge 206kg / ㎥, ordinary portland cement 490kg / ㎥, water 123kg / ㎥, and AE water reducer 1.5kg / ㎥ 224mm, 112mm in height, 67mm in height), and the first vibration pressurization compaction to form the lower support layer, then the aggregate aggregate size of less than 3mm 1014kg / ㎥, stone powder sludge 676kg / ㎥, ordinary portland cement 600kg / ㎥ , Scarlet Powder (KC, Korea) 120kg / ㎥, water 120kg / ㎥, AE water reducing agent 1.8kg / ㎥, as a photocatalytic functional enhancer, anatase titanium dioxide fine powder with an average particle diameter of 100nm , Korea) 22kg / ㎥ of porous basalt 22kg / ㎥ crushed with 30kg / ㎥ as strength and color improving agent and 8kg / ㎥ of basalt fine powder with average particle diameter of 100㎛ as average particle diameter as 3mm Crushed Scorry A concrete composition of 12 kg / m 3 of powder uniformly mixed is poured into the other half of the sidewalk block mold on the upper side of the lower support layer, followed by a second vibration pressurization to form an upper colored layer, and then cured for 30 minutes at 45 ° C. at room temperature. It cured for 28 days and completed a concrete sidewalk block 220mm wide, 110mm long and 60mm high.

< 비교예 1 ><Comparative Example 1>

일반 쇄석골재를 사용하여 2차 과정(Two Touch)방식으로 콘크리트 보도블록을 제조하였다. 먼저, 골재최대치수가 13mm 이하인 쇄석골재 1882kg/㎥, 보통 포틀랜드시멘트 490kg/㎥, 물 123kg/㎥, AE감수제 1.5kg/㎥를 균일하게 혼합한 콘크리트 조성물을 보도블록 형틀(가로 224mm, 세로 112mm, 높이 67mm)의 절반높이로 투입하고 1차 진동 가압다짐하여 하부지지층을 형성한 다음 골재최대치수 3mm 이하의 쇄석골재 1690kg/㎥, 보통 포틀랜드시멘트 600kg/㎥, 스칼렛파우다((주)KC, 한국) 120kg/㎥, 물 120kg/㎥, AE감수제 1.8kg/㎥를 균일하게 혼합한 콘크리트 조성물을 상기 하부지지층 상부에 보도블록 형틀의 나머지 절반높이로 투입하고 2차 진동 가압다짐하여 상부유색층을 형성하고 45℃ 에서 30분간 습윤양생한 후 상온에서 28일간 자연양생하여 가로 220mm, 세로 110mm, 높이 60mm의 콘크리트 보도블록을 완성하였다.Using concrete crushed aggregate, concrete sidewalk blocks were manufactured by a two-touch method. First, the concrete composition that uniformly mixed crushed aggregate 1882kg / ㎥ of aggregate maximum size less than 13mm, ordinary Portland cement 490kg / ㎥, water 123kg / ㎥, AE water reducer 1.5kg / ㎥ is a sidewalk block mold (width 224mm, length 112mm, height) (67mm) at half height and the first vibration pressurization compaction to form the lower support layer, then the aggregate aggregate size of less than 3mm, 1690kg / ㎥ of aggregate, ordinary portland cement 600kg / ㎥, Scarlet Powder (KC, Korea) 120kg / M 3, water 120kg / ㎥, AE reducing agent 1.8kg / ㎥ uniformly mixed concrete composition into the upper half of the lower side of the sidewalk block mold and the second vibration pressure compaction to form an upper colored layer 45 After wet curing for 30 minutes at ℃, natural curing at room temperature for 28 days to complete a concrete sidewalk block 220mm wide, 110mm long, 60mm high.

< 실험예 1 >Experimental Example 1

실시예 1 및 2와 비교예 1에서 각각 제조된 콘크리트 보도블록을 한국산업규격 KSF4419의 규정에 따라 보차도용 보도블록의 흡수율 및 휨강도 시험기준에 준하여 5회 반복측정하고 그 평균값을 아래 < 표 2 >에 나타내었다. The concrete sidewalk blocks manufactured in Examples 1 and 2 and Comparative Example 1, respectively, were repeatedly measured five times in accordance with the absorption standard and bending strength test criteria of the sidewalk block for sidewalks in accordance with Korean Industrial Standard KSF4419. Shown in

< 표 2 > KSF4419의 규정에 따른 보도블록의 흡수율 및 휨강도 측정결과<Table 2> Measurement of Absorption Rate and Flexural Strength of Walkway Blocks according to KSF4419

절대건조중량 (g) Absolute Dry Weight (g) 표면건조 포화중량(g)Surface dry saturation weight (g) 흡수량 (g)Absorption amount (g) 흡수율 (%)Absorption rate (%) 휨강도 (N/㎟)Flexural strength (N / ㎡) 실시예 1 Example 1 30773077 32553255 178178 5.785.78 7.87.8 실시예 2 Example 2 30953095 32713271 176176 5.685.68 8.28.2 비교예 1 Comparative Example 1 30863086 32643264 178178 5.775.77 6.46.4

상기 < 표 2 >에서와 같이 흡수율에 있어서는 실시예 1, 2와 비교예 1의 보도블럭이 유사한 수치를 나타내고 모두 한국산업규격 기준인 3 ~ 6%에 속하여 큰 차이가 없었으나, 휨강도에 있어서는 비교예 1의 휨강도는 한국산업규격 기준인 5.0N/㎟를 약간 초과(1.6N/㎟ 초과)하는 수치를 나타내었으나 본 발명에 따른 실시예 1, 2의 보도블록은 강도증가제와 단위수량감소제 등에 의해 강도 및 내구성이 향상되어 비교예 1보다 높은 1.4 ~ 1.8N/㎟정도 높은 휨강도를 나타내어 높은 강도를 나타내었다.As shown in <Table 2>, in the absorption rate, the press blocks of Examples 1 and 2 and Comparative Example 1 showed similar values, and all belonged to 3-6%, which is the Korean Industrial Standard, but there was no significant difference. The flexural strength of Example 1 showed a value slightly exceeding 5.0 N / mm 2 (more than 1.6 N / mm 2) of the Korean Industrial Standard, but the sidewalk blocks of Examples 1 and 2 according to the present invention are strength increasing agents and unit quantity reducing agents. The strength and durability were improved, and the flexural strength of 1.4-1.8 N / mm 2 higher than that of Comparative Example 1 was shown, indicating high strength.

< 실험예 2 >Experimental Example 2

실시예 1 및 2와 비교예 1에서 각각 제조된 콘크리트 보도블록을 이용하여 질소산화물 제거 시험을 하였다. 질소산화물 제거시험의 경우 국내는 물론이고 국외에도 광촉매 효과를 시험하는 기준이 제시되지 않아 최근 논문에서 발표되는 시험법을 참조하여 다음과 같이 시험을 수행하였다. 도 1, 2에 도시된 바와 같이 밀폐된 두께 1cm의 아크릴 챔버(30)(가로 60cm, 세로 60cm, 높이 60cm)에 실시예 1 및 2와 비교예 1에 따른 각각의 배합비와 방법으로 가로 50cm, 세로 50cm, 높이 8cm의 콘크리트 보도블록 시험체(50)를 제조하여 아크릴 챔버(30)의 바닥에 놓고 광분해 실험을 수행하였다.The nitrogen oxide removal test was performed using the concrete sidewalk blocks prepared in Examples 1 and 2 and Comparative Example 1, respectively. In the case of the NOx removal test, the standard for testing the photocatalytic effect was not suggested in Korea or abroad. 1 and 2 in a sealed acrylic chamber 30 (60 cm wide, 60 cm long, 60 cm high) of 1 cm thick as shown in Figures 1, 2 and 50 cm in the respective mixing ratio and method according to Comparative Example 1, A concrete walkway block test piece 50 having a height of 50 cm and a height of 8 cm was prepared and placed on the bottom of the acrylic chamber 30 to perform a photolysis experiment.

실험조건은 태양광 150 ± 10 Photon flux, 온도 20 ± 2℃, 습도 50 ± 10%, 자외선지수 5.0 ± 0.5 조건의 야외에서 수행하였으며, 아크릴 챔버(30)내에 질소산화물(NOx)가스를 주입하고 에어펌프(air pump)(40)를 통하여 공기를 10ℓ 불어넣어 아크릴 챔버(30)내의 질소산화물 가스와 산소가 완전히 혼합이 되도록 사전에 믹싱을 하고 내부의 농도가 2ppm이 되도록 질소산화물 분석기(NOx Analyzer(APNA-360, Japan))로 조절하여 초기농도를 측정한 다음 태양광(10)을 조사하여 1시간 간격으로 아크릴 챔버(30) 내부에 질소산화물 농도 측정 검지관(20)을 넣어 질소산화물(NOx)의 농도를 측정(NOx Analyzer M200E, Teledyne Instruments)하였다. Experimental conditions were performed outdoors in the condition of solar 150 ± 10 Photon flux, temperature 20 ± 2 ℃, humidity 50 ± 10%, UV index 5.0 ± 0.5, injecting nitrogen oxide (NOx) gas into the acrylic chamber (30) 10 liters of air is blown through an air pump (40) to mix in advance so that the nitrogen oxide gas and oxygen in the acrylic chamber 30 are completely mixed and the concentration inside is 2 ppm. (APNA-360, Japan)) to measure the initial concentration, and then irradiated with sunlight (10) to put the nitrogen oxide concentration measurement tube 20 into the acrylic chamber 30 at an interval of 1 hour nitrogen oxide ( NOx) was measured (NOx Analyzer M200E, Teledyne Instruments).

도 3에서 Co는 아크릴 챔버(30)내의 초기농도로 2ppm이고, C는 측정시간에서의 농도를 의미하며, 비교예 1의 보도블럭은 스칼렛파우더에 의해서만 광촉매 효과가 발생되어 질소산화물의 낮은 처리효과를 나타내는 반면, 스칼렛파우더 및 아나 타제 이산화티탄 미분말이 함께 사용된 실시예 1 및 2의 보도블록은 2시간만에 질소산화물(NOx)이 거의 제거되는 것을 알 수 있고, 특히 실시예 2의 보도블럭은 스칼렛파우더와 아나타제 이산화티탄 미분말의 광촉매효과와 함께 스코리아분말에 의한 질소산화물의 흡착작용으로 인하여 가장 뛰어난 광분해 효율을 나타내었다.In FIG. 3, Co is the initial concentration in the acrylic chamber 30, 2ppm, C means the concentration at the measurement time, and in the sidewalk block of Comparative Example 1, the photocatalytic effect is generated only by the scarlet powder, so that the treatment effect of nitrogen oxide is low. On the other hand, the sidewalk blocks of Examples 1 and 2, in which the scarlet powder and the anatase titanium dioxide fine powder were used together, can be seen that the nitrogen oxides (NOx) are almost removed in 2 hours. The photocatalyst showed the highest photolysis efficiency due to the photocatalytic effect of scarlet powder and fine powder of anatase titanium dioxide.

또한, 도 4는 반응 1시간 후의 NOx제거효율을 나타낸 것으로, 보도블럭 시험체(50)를 아크릴 챔버(30)내에 설치하지 않은 상태에서는 아크릴 챔버(30) 자체의 흡착반응에 의해 NOx의 기본저감율이 3%정도를 나타내었으며, 비교예 1의 흡착저감율은 34%, 실시예 1의 광촉매 보도블록은 83%, 흡착성향상제인 스코리아를 사용한 광촉매 보도블록(실시예 2)은 94%의 제거효율을 나타내었다. 상기 측정결과로부터 본 발명에 따른 보도블록은 현장에서 충분한 대기정화기능을 수행할 것으로 판단된다.In addition, Figure 4 shows the NOx removal efficiency after the reaction 1 hour, the basic reduction rate of NOx by the adsorption reaction of the acrylic chamber 30 itself in the state in which the press block test body 50 is not installed in the acrylic chamber 30 It was about 3%, the adsorption reduction rate of Comparative Example 1 was 34%, the photocatalyst sidewalk block of Example 1 was 83%, and the photocatalyst sidewalk block (Example 2) using Sorkorea, an adsorption enhancer, showed 94% removal efficiency. It was. From the measurement results, it is determined that the sidewalk block according to the present invention performs a sufficient atmospheric purification function in the field.

상기와 같이 본 발명에 따른 보도블록은 제품특성상 반죽질기가 된비빔 상태이며 진동 및 가압의 방법으로 제작하고 있어 재료의 종류와 품질에 따라 제품의 품질에 큰 영향을 주도록 되어 있는데, 석재 제품 가공시에 발생하는 폐석재와 석분슬러지를 전량 재활용할 수 있어 자원의 효율적인 이용이 가능하면서도 제조원가가 저렴하고, 상기 폐석재 및 석분슬러지와 함께 각종 기능성 첨가제들을 최적비율로 배합하여 보도블록을 제조함으로써 보도블럭의 흡수율이 한국산업규격기준에 맞고 휨강도가 높아 내구성이 뛰어나며, 스칼렛파우더와 아나타제 이산화티탄 미분말 에 의한 강력한 광촉매 작용으로 질소산화물제거효율이 뛰어나 차량에 의한 대기오염이 심각한 도심지의 거리에 설치하는 경우 대기오염 저감의 효과가 있고, 다공질 화산암과 스코리아, 제올라이트 분말 등의 다공성 흡착재를 사용하여 강도보완 및 대기 오염물질의 흡착제거할 수 있으며, 기존의 보도블록은 회색, 적색, 녹색이 대부분이며 화학 안료를 이용하여 색상을 나타내기 때문에 색상 자체가 자연스럽지 못하나 본 발명에서의 스칼렛파우다는 천연의 보오크사이트로부터 추출하기 때문에 천연 적색을 나타내고 다공질 화산암에 의한 자연스러운 무늬형성으로 색상이 보다 중후하고 고급스럽기 때문에 기존의 블록보다 뛰어난 질감과 미감을 주어 높은 제품 선호도를 나타낼 수 있는 효과가 있다.As mentioned above, the sidewalk block according to the present invention has a kneading state in the form of dough, and is manufactured by the method of vibration and pressurization, so that the quality of the product is greatly influenced by the type and quality of the material. It is possible to recycle all of the waste stone and stone powder sludge generated in the process, so that efficient use of resources is possible, and the manufacturing cost is low, and the sidewalk block is produced by mixing various functional additives together with the waste stone and stone sludge at an optimum ratio. When the absorption rate meets the Korea Industrial Standard and the bending strength is high, the durability is high.The powerful photocatalytic action by the scarlet powder and the anatase titanium dioxide fine powder provides excellent NOx removal efficiency. It has the effect of reducing pollution, and with porous volcanic rock Porous adsorbents such as Korea and Zeolite powder can be used to supplement the strength and adsorption of air pollutants, and the existing sidewalk blocks are mostly gray, red, and green, and the color itself is represented by chemical pigments. Although not natural, scarlet powder in the present invention exhibits natural red color because it is extracted from natural bauxite, and its natural pattern is formed by porous volcanic rocks. This has the effect of indicating product preference.

Claims (6)

석재가공시 발생되는 폐석재를 수집 파쇄하여 파쇄골재를 제조하고 상기 파쇄골재 중 골재최대치수가 13mm이하의 파쇄골재 1400 ~ 2000kg/㎥, 시멘트 400 ~ 800kg/㎥, 물 80 ~ 200kg/㎥를 균일하게 혼합하되 상기 시멘트 중량에 대하여 0.2 ~ 2.0중량%의 혼화제를 첨가 혼합한 콘크리트 조성물을 보도블록 형틀에 투입하고 1차 진동 가압다짐하여 하부지지층을 형성하고, 상기 파쇄골재 중 골재최대치수가 3mm이하의 파쇄골재 1400 ~ 2000kg/㎥, 시멘트 400 ~ 800kg/㎥, 스칼렛파우다 20 ~ 300kg/㎥, 물 80 ~ 200kg/㎥를 균일하게 혼합하되 상기 시멘트 중량에 대하여 0.2 ~ 2.0중량%의 혼화제를 혼합하고 광촉매기능 향상을 위해 평균입경 10 ~ 150nm의 아나타제(anatase) 이산화티탄 미분말을 상기 시멘트 중량에 대하여 1 ~ 10중량% 혼합하고 강도증가 및 색상개선을 위해 평균입경 30 ~ 100mm로 분쇄된 다공질의 현무암 및 평균입경 75 ~ 200㎛의 현무암 미분말을 상기 시멘트 중량에 대하여 1 ~ 10중량% 첨가 혼합한 콘크리트 조성물을 상기 하부지지층의 상부에 투입하고 2차 진동 가압다짐하여 상부유색층을 형성한 다음 양생하여 완성하는 것을 특징으로 하는 폐석재를 이용한 콘크리트 보도블럭의 제조방법.Collecting and crushing the waste stone generated during stone processing to produce crushed aggregate, and uniformly crushed aggregate 1400 ~ 2000kg / ㎥, cement 400 ~ 800kg / ㎥, water 80 ~ 200kg / ㎥ of the aggregate maximum dimension of 13mm or less uniformly The concrete composition mixed with 0.2 to 2.0% by weight of the admixture with respect to the weight of the cement was added to the sidewalk mold to form a lower support layer by crushing the first vibration, and the maximum aggregate size of the crushed aggregate is less than 3mm Aggregate 1400 ~ 2000kg / ㎥, Cement 400 ~ 800kg / ㎥, Scarlet Powder 20 ~ 300kg / ㎥, Water 80 ~ 200kg / ㎥ uniformly mixed 0.2 ~ 2.0% by weight of the admixture to the weight of the cement and photocatalyst function For improvement, fine powder of anatase titanium dioxide with an average particle diameter of 10 to 150 nm is mixed in an amount of 1 to 10% by weight based on the weight of the cement, and an average particle diameter of 30 to 100 mm for strength and color improvement. 1 to 10% by weight of the mixed porous basalt and the basalt fine powder having an average particle diameter of 75 to 200 µm are added to the cement weight. A concrete composition is added to the upper part of the lower support layer, and the upper vibration layer is formed to form an upper colored layer. Then, the method of producing a concrete sidewalk block using waste stone, characterized in that the curing is completed. 제 1항에 있어서, 상기 하부지지층과 상부유색층을 형성하는 콘크리트 조성물은 각 파쇄골재의 10 ~ 50중량%를 석분슬러지로 대체 사용하는 것을 특징으로 하 는 폐석재를 이용한 콘크리트 보도블럭의 제조방법.The method of claim 1, wherein the concrete composition forming the lower support layer and the upper colored layer is a method for producing a concrete sidewalk block using waste stone, characterized in that 10 to 50% by weight of each crushed aggregate is replaced with stone sludge. . 제 1항에 있어서, 상기 상부유색층을 형성하는 콘크리트 조성물에는 흡착성향상 및 단위수량 감소를 위해 제올라이트분말 또는 스코리아분말을 시멘트 중량에 대하여 0.5 ~ 3중량% 혼합하는 것을 특징으로 하는 폐석재를 이용한 콘크리트 보도블럭의 제조방법.The concrete using waste stone according to claim 1, wherein the concrete composition forming the upper colored layer is mixed with zeolite powder or scoria powder in an amount of 0.5 to 3% by weight, based on the weight of cement, in order to improve the adsorption property and reduce the unit quantity. Method of manufacturing the sidewalk block. 제 1항에 있어서, 상기 분쇄된 현무암과 현무암 미분말은 2.5 ~ 3 : 0.5 ~ 1의 중량비로 혼합된 것을 사용하는 것을 특징으로 하는 폐석재를 이용한 콘크리트 보도블럭의 제조방법. The method of claim 1, wherein the pulverized basalt and the basalt fine powder are mixed at a weight ratio of 2.5 to 3: 0.5 to 1. 제 3항에 있어서, 상기 제올라이트분말은 평균입경 10 ~ 200㎛로 분쇄된 미분말 상태이고 상기 스코리아분말은 평균입경 1 ~ 5mm의 분말상태인 것을 사용하는 것을 특징으로 하는 폐석재를 이용한 콘크리트 보도블럭의 제조방법.The method of claim 3, wherein the zeolite powder is a fine powder pulverized to an average particle diameter of 10 ~ 200㎛ and the Sukko powder is a powder state of the average particle size of 1 ~ 5mm characterized in that the concrete sidewalk block using waste stone Manufacturing method. 석재가공시 발생되는 폐석재를 수집 파쇄하여 파쇄골재를 제조하고 상기 파 쇄골재 중 골재최대치수가 13mm이하의 파쇄골재 1400 ~ 2000kg/㎥, 시멘트 400 ~ 800kg/㎥, 물 80 ~ 200kg/㎥를 균일하게 혼합하되 상기 시멘트 중량에 대하여 0.2 ~ 2.0중량%의 혼화제를 첨가 혼합한 콘크리트 조성물을 보도블록 형틀에 투입하고 1차 진동 가압다짐하여 하부지지층을 형성하고, 상기 파쇄골재 중 골재최대치수가 3mm이하의 파쇄골재 1400 ~ 2000kg/㎥, 시멘트 400 ~ 800kg/㎥, 스칼렛파우다 20 ~ 300kg/㎥, 물 80 ~ 200kg/㎥를 혼합하되 상기 시멘트 중량에 대하여 0.2 ~ 2.0중량%의 혼화제를 혼합하고 광촉매기능 향상을 위해 평균입경 10 ~ 150nm의 아나타제(anatase) 이산화티탄 미분말을 상기 시멘트 중량에 대하여 1 ~ 10중량% 혼합하고 강도증가 및 색상개선을 위해 평균입경 30 ~ 100mm로 분쇄된 다공질 현무암과 평균입경 75 ~ 200㎛의 현무암 미분말이 2.5 ~ 3 : 0.5 ~ 1의 중량비로 혼합된 것을 상기 시멘트중량에 대하여 1 ~ 10중량% 혼합하며 흡착성향상 및 단위수량 감소를 위해 제올라이트분말 또는 스코리아분말을 상기 시멘트 중량에 대하여 0.5 ~ 3중량% 첨가 혼합한 콘크리트 조성물을 상기 하부지지층의 상부에 투입하고 2차 진동 가압다짐하여 상부유색층을 형성한 다음 양생하여 제조된 것을 특징으로 하는 폐석재를 이용한 콘크리트 보도블럭.Collecting and crushing the waste stone generated during stone processing to produce crushed aggregate, and uniformly crushed aggregate 1400 ~ 2000kg / ㎥, cement 400 ~ 800kg / ㎥, water 80 ~ 200kg / ㎥ of the maximum aggregate size of 13mm Mix the concrete composition, but add 0.2 ~ 2.0% by weight of admixture with respect to the weight of the cement, and add the mixed concrete composition to the sidewalk mold to form a lower support layer by compacting the first vibration, the aggregate maximum dimension of the crushed aggregate of less than 3mm Shred aggregates 1400 ~ 2000kg / ㎥, Cement 400 ~ 800kg / ㎥, Scarlet Powder 20 ~ 300kg / ㎥, Water 80 ~ 200kg / ㎥ mixed with 0.2 ~ 2.0% by weight of admixture with respect to the weight of the cement and improve the photocatalyst function For this purpose, anatase titanium dioxide fine powder having an average particle diameter of 10 to 150 nm is mixed with 1 to 10% by weight based on the weight of the cement and ground to an average particle size of 30 to 100 mm for strength and color improvement. A mixture of vaginal basalt and a basaltic powder with an average particle diameter of 75 to 200 µm in a weight ratio of 2.5 to 3: 0.5 to 1 is mixed in an amount of 1 to 10% by weight, based on the weight of the cement. The waste stone material, characterized in that the powder is added by mixing 0.5 ~ 3% by weight with respect to the weight of the cement is added to the upper portion of the lower support layer and the second vibration pressure compaction to form an upper colored layer and then curing Used concrete sidewalk blocks.
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KR100881859B1 (en) 2007-08-17 2009-02-06 주식회사 송이산업 Environment-friendly architecture material using jeju volcano rock and scoria zeolite
KR100949945B1 (en) * 2009-09-28 2010-03-30 홍종현 A method for multiful mortar
KR101153343B1 (en) 2009-12-18 2012-06-07 주식회사 넥스 Manufacturing process of ceramic materials using stone-dust and ceramic manufactures made by pottery molding type using ceramic materials
KR100978896B1 (en) * 2010-04-02 2010-08-31 주식회사 서호에코탑 Concrete block
KR101012457B1 (en) * 2010-05-20 2011-02-08 궁전콘크리트(주) Manufacturing process of a good environmental concrete block having water permeability and retentivity, and a concrete block manufactured thereby
KR101120984B1 (en) 2010-07-26 2012-03-05 (주)삼화케익블럭 Composite block manufacturiong method and composite block
KR101074770B1 (en) 2011-04-20 2011-10-19 (주)88콘크리트 The functional concrete block for side walk using recycling material
KR101450750B1 (en) * 2012-03-30 2014-10-16 박수만 Stone sludge block and method for producing the same
KR101455264B1 (en) * 2013-06-24 2014-10-31 (주)티시 Floor Part for Live Stock
KR101523681B1 (en) * 2013-08-01 2015-06-02 권택주 Manufacturing method for block using waste stone material
CN107056168A (en) * 2017-06-06 2017-08-18 肥西县碧涛建材有限公司 A kind of production technology of New Regenerated concrete azulejo watt
CN107443567A (en) * 2017-08-22 2017-12-08 潘春光 A kind of production method of retaining wall prefabricated component
CN107443567B (en) * 2017-08-22 2024-03-01 潘春光 Production method of retaining wall prefabricated member
KR102088440B1 (en) * 2019-10-17 2020-03-12 주식회사 정우 Manufacturing method of pedestrian-vehicle passage block and thereof product
KR102160126B1 (en) * 2019-10-17 2020-09-25 주식회사 정우 High-strength artificial aggregates
KR102160127B1 (en) * 2019-10-17 2020-09-28 주식회사 정우 Mortar composition for decorating the inside and theoutside of building
CN114591058A (en) * 2022-03-30 2022-06-07 中建安装集团有限公司 Self-curing sludge-based material for road filler and preparation method thereof
CN114591058B (en) * 2022-03-30 2022-08-12 中建安装集团有限公司 Self-maintenance sludge-based material for road filler and preparation method thereof

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