KR20180025331A - A Concrete Composition With Water-Purifying and Anti-Microbial Fucntion - Google Patents

A Concrete Composition With Water-Purifying and Anti-Microbial Fucntion Download PDF

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KR20180025331A
KR20180025331A KR1020160109872A KR20160109872A KR20180025331A KR 20180025331 A KR20180025331 A KR 20180025331A KR 1020160109872 A KR1020160109872 A KR 1020160109872A KR 20160109872 A KR20160109872 A KR 20160109872A KR 20180025331 A KR20180025331 A KR 20180025331A
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concrete
admixture
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KR101884210B1 (en
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김현석
이장목
이해정
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(주)부영
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/022Carbon
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/281Treatment of water, waste water, or sewage by sorption using inorganic sorbents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/283Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
    • 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
    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/02Elements
    • 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
    • C04B7/00Hydraulic cements
    • C04B7/02Portland cement
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/129Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/025Retaining or protecting walls made up of similar modular elements stacked without mortar
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0266Retaining or protecting walls characterised by constructional features made up of preformed elements

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Organic Chemistry (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Inorganic Chemistry (AREA)
  • Mechanical Engineering (AREA)
  • Materials Engineering (AREA)
  • Paleontology (AREA)
  • Hydrology & Water Resources (AREA)
  • Water Supply & Treatment (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Ocean & Marine Engineering (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Agricultural Chemicals And Associated Chemicals (AREA)
  • Water Treatment By Sorption (AREA)

Abstract

The present invention relates to a concrete composition for forming an underwater concrete block having water purification function and antibacterial properties. The concrete composition comprises: 347-361 parts by weight of Portland cement; 980-1,040 parts by weight of coarse aggregate; 695-737 parts by weight of fine aggregate; 164-170 parts by weight of water; and 0.1-0.3 parts by weight of an admixture, and further comprises: 1.8-7 parts by weight of regular sulfur; and 3-11 parts by weight of carbon powder. More preferably, the concrete composition comprises: 354 parts by weight of the Portland cement; 1,010 parts by weight of the coarse aggregate; 716 parts by weight of the fine aggregate; 167 parts by weight of the water; 0.18 parts by weight of the admixture; 3.5 parts by weight of the regular sulfur; and 3.5-10.1 parts by weight of the carbon powder. The concrete composition is composed by environmentally-friendly concrete materials that have antibacterial action as well as functions for alleviating and purifying water pollution, and thus can be used to form an underwater concrete block that exhibits long-lasting excellent water purification effects.

Description

수질 정화 기능 및 항균성을 갖는 콘크리트 조성물{A Concrete Composition With Water-Purifying and Anti-Microbial Fucntion}BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a concrete composition having water purification function and antimicrobial activity,

본 발명은 수중설치 콘크리트 구조물을 제조하기 위한 콘크리트 조성물에 관한 것으로서, 보다 상세하게는 포틀랜드 시멘트, 굵은 골재, 잔 골재, 물, 물, 혼화제, 일반 유황, 및 탄소분말이 포함된 콘크리트 조성물로서 수질 정화 및 항균성을 갖는 수중 설치 콘크리트 조성물을 제조하기 위한 것이다.The present invention relates to a concrete composition for manufacturing an underwater concrete structure, and more particularly, to a concrete composition comprising Portland cement, coarse aggregate, fine aggregate, water, water, admixture, And to produce an underwater-installed concrete composition having antibacterial properties.

수중에 설치되는 구조물에는 대표적으로 세굴 방지 블록, 식생호안블록, 생옹벽블록, 친환경수로관 등이 있으며, 특히 세굴방지블록은 냇물이나 강물 등과 같은 하천에 설치되는 것으로서, 강물에 의해 강바닥의 토사가 씻겨 패이는 세굴 현상을 방지하는 블록이다. 구체적으로, 세굴 방지 블록은 본체 중앙에 관통형성된 홈에 돌을 채워넣어 형성되는 어소 공간부 및 블록 설치시 형성되는 어소 통로를 통하여 물고기나 양서류 등이 서식하거나 피난할 수 있도록 한 것으로(도 1의 세굴 방지 블록의 예 참조), 주로 콘크리트로 형성되어 하천에 설치되어 진다.In particular, the waterproofing block is installed in a river such as a stream or a river. The waterproofing block is a waterproofing block, a vegetation waterproofing block, This is a block to prevent the scour phenomenon. Specifically, the scour prevention block is configured such that a fish or an amphibian can be inhabited or evacuated through an associative space formed by filling a groove in a groove formed at the center of the body and an associative passage formed when the block is installed See the example of the scour prevention block), it is mainly made of concrete and installed in the river.

한편, 국내 주요 하천의 오염도를 따져볼 때 수질오염은 생물학적 산소요구량(BOD) 등을 기준으로 하류일수록 오염도가 높다. 이러한 수질오염을 억제하고 오염된 수질을 정화하면서도 하천 정비를 진행할 수 있는 수질정화 기능 및 항균 기능을 갖춘 친환경 콘크리트제품에 대한 요구가 갈수록 증가하고 있는 실정이지만, 국내에 콘크리트가 도입된 이후 최근까지 연구개발 영역을 살펴보면 콘크리트의 기능 및 성능은 일반적으로 압축강도, 시공성, 내구성 및 내화성 등 기본적인 것에 주로 한정되어 있었다. On the other hand, considering the pollution degree of major rivers in Korea, the pollution degree is higher as the biological oxygen demand (BOD) etc. There is a growing demand for eco-friendly concrete products that have the function of water purification and antimicrobial functions that can suppress water pollution and purify contaminated water quality. However, since the introduction of concrete in Korea, As far as development is concerned, the function and performance of concrete is generally limited to basic things such as compressive strength, workability, durability and fire resistance.

종래기술로서, 국내 등록특허공보(등록번호 제10-089401호)에는 "송이석을 이용한 투수성 콘크리트 구조물"이 소개되고 있으며, 이는 송이석 골재, 포트란트 시멘트 그리고 트리칼슘알루미네이트, 트리칼슘실리케이트, 칼슘설포알루미네이트 및 칼슘실리케이트로 성분으로 구성된 고강도시멘트로 조성된 콘크리트조성물을 성형한 콘크리트 구조물에 관한 것으로 다공성 물질이여서 수분을 쉽게 흡수하고 여과하는 특성에 대하여는 언급하고 있지만 오염물질의 분해정화기능은 언급되지 않고 있다. 공개특허공보(공개번호 제2010-18122호)에는 "환경친화형 다공성 식생콘크리트 조성물"에 관한 것으로, 하천 및 해안의 호안블록이나 도로의 법면을 안정시키기 위한 호안블록이나 식생블록을 제조하는 다공성 식생 콘크리트조성물로서 시멘트, 식물성 기포제, 양이온 흡착제, 식물성장 촉진제, 동결방지제 조성물로 발포시킨 다공성 식생콘크리트제품으로 다공질의 구성에 의해 수분의 배수가 용이하여 식물의 성장을 용이하게 하는 다공성의 기능은 있지만 이 발명 역시 유해물질이나 오염물질 분해제거하는 정화기능은 언급되지 않고 있다.As a conventional technique, a water permeable concrete structure using a gypsum stone is introduced in a domestic registered patent publication (Registration No. 10-089401), which includes a gypsum aggregate, a fortent cement, a tricalcium aluminate, a tricalcium silicate , Calcium sulphoaluminate and calcium silicate. The present invention relates to a concrete structure in which a concrete composition is formed of a high-strength cement composed of components such as calcium sulfoaluminate and calcium silicate. It is not mentioned. A porous vegetation concrete composition for producing a waterproofing block or a vegetation block for stabilizing a river block and a coastal block or a road surface is disclosed in a published patent application (Publication No. 2010-18122) As a concrete composition, porous vegetable concrete product foamed with cement, vegetable foam, cation adsorbent, plant growth promoter and cryoprotectant composition has a function of porosity which facilitates the growth of plants by facilitating the drainage of water by the porous structure. The invention also does not mention the purifying function to decompose and remove harmful substances and pollutants.

본 발명은 상기와 같은 종래의 문제점을 해소하고자 발명된 것으로 다음과 같은 목적을 가진다. SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems of the related art, and has the following objectives.

본 발명은 수질오염을 개선하고 정화시키는 기능뿐만 아니라, 항균 작용을 갖는 환경친화적인 콘크리트 재료로 조성되어 수질정화에 탁월한 개선효과를 가지는 콘크리트 구조물을 제조할 수 있는 콘크리트 조성물을 제공함에 목적이 있다.An object of the present invention is to provide a concrete composition capable of producing a concrete structure having not only a function of improving and purifying water pollution but also an environmentally friendly concrete material having an antibacterial action and having an excellent improvement effect on the purification of water quality.

또한, 본 발명은 하천에 설치되는 콘크리트 구조물에 수질오염 및 항균기능을 장기적으로 유지할 수 있도록 하여 지속적인 수질정화에 개선효과를 가지게 하는 데에 목적이 있다.In addition, the present invention has an object to provide a concrete structure installed in a river by which water pollution and antimicrobial function can be maintained for a long period of time, thereby improving water purification quality.

상기와 같은 목적을 달성하기 위한 본 발명은 다음과 같은 해결 수단에 의하여 구현된다.In order to achieve the above object, the present invention is implemented by the following means.

본 발명은 포틀랜드 시멘트 347 ~ 361, 굵은 골재 980 ~ 1040 중량부, 잔 골재 695 ~ 737 중량부, 물 164 ~ 170 중량부, 혼화제 0.1 ~ 0.3 중량부를 포함하며, 일반 유황 1.8 ~ 7 중량부와 탄소분말 3 ~ 11 중량부를 더 포함하는 것을 특징으로 하여 수질 정화 기능 및 항균성을 갖는 수중설치 콘크리트블록을 제조하기 위한 콘크리트 조성물이다. The present invention includes Portland cement 347 to 361, 980 to 1040 parts by weight of coarse aggregate, 695 to 737 parts by weight of residual aggregate, 164 to 170 parts by weight of water and 0.1 to 0.3 part by weight of admixture, 1.8 to 7 parts by weight of general sulfur, And 3 to 11 parts by weight of a powder. The concrete composition for preparing an underwater installed concrete block having a water purification function and an antibacterial property is also provided.

보다 바람직하게는, 상기 포틀랜드 시멘트는 354 중량부; 상기 굵은 골재는 1010 중량부; 상기 잔 골재는 716 중량부; 상기 물은 167 중량부; 상기 혼화제는 0.18 중량부; 상기 일반 유황은 3.5 중량부; 및 상기 탄소분말 3.5 ~ 10.1 중량부인 것을 특징으로 한다. More preferably, the Portland cement contains 354 parts by weight; 1010 parts by weight of the coarse aggregate; 716 parts by weight of the fine aggregate; The water contained 167 parts by weight; 0.18 parts by weight of the admixture; 3.5 parts by weight of the general sulfur; And 3.5 to 10.1 parts by weight of the carbon powder.

본 발명은 앞서 본 구성에 의하여 다음과 같은 효과를 가진다.The present invention has the following effects with the above-described configuration.

본 발명은 수질오염을 개선하고 정화시키는 기능뿐만 아니라, 항균 작용을 갖는 환경친화적인 콘크리트 재료로 조성되어 수질정화에 탁월한 개선효과를 가지고, 위 기능이 장기적으로 유지되는 콘크리트 구조물을 제조하기 위한 콘크리트 조성물을 제공하는 효과가 있다.The present invention relates to a concrete composition for the production of a concrete structure having an excellent improvement effect on purification of water and having an excellent antibacterial action and having long-term stability, as well as a function of improving and purifying water pollution, .

도 1 세굴 방지 블록의 사시도1 A perspective view of the scour prevention block

이하에서 앞서 본 과제의 해결수단을 상세하게 설명한다. 본 발명의 요지를 불필요하게 흐릴 수 있다고 판단되는 공지기술에 대한 상세한 내용은 생략한다.Hereinafter, the solution means of the present invention will be described in detail. The detailed description of known technology, which is considered to be unnecessarily obscured by the gist of the present invention, will be omitted.

본 발명은 포틀랜드 시멘트 347 ~ 361, 굵은 골재 980 ~ 1040 중량부, 잔 골재 695 ~ 737 중량부, 물 164 ~ 170 중량부, 혼화제 0.1 ~ 0.3 중량부를 포함하며, 일반 유황 1.8 ~ 7 중량부와 탄소분말 3 ~ 11 중량부를 더 포함하는 것을 특징으로 하여 수질 정화 기능 및 항균성을 갖는 수중설치 콘크리트블록을 제조하기 위한 콘크리트 조성물이다. 보다 바람직하게는, 상기 포틀랜드 시멘트는 354 중량부; 상기 굵은 골재는 1010 중량부; 상기 잔 골재는 716 중량부; 상기 물은 167 중량부; 상기 혼화제는 0.18 중량부; 상기 일반 유황은 3.5 중량부; 및 상기 탄소분말 3.5 ~ 10.1 중량부인 것을 특징으로 한다. The present invention includes Portland cement 347 to 361, 980 to 1040 parts by weight of coarse aggregate, 695 to 737 parts by weight of residual aggregate, 164 to 170 parts by weight of water and 0.1 to 0.3 part by weight of admixture, 1.8 to 7 parts by weight of general sulfur, And 3 to 11 parts by weight of a powder. The concrete composition for preparing an underwater installed concrete block having a water purification function and an antibacterial property is also provided. More preferably, the Portland cement contains 354 parts by weight; 1010 parts by weight of the coarse aggregate; 716 parts by weight of the fine aggregate; The water contained 167 parts by weight; 0.18 parts by weight of the admixture; 3.5 parts by weight of the general sulfur; And 3.5 to 10.1 parts by weight of the carbon powder.

본 발명의 포틀랜드 시멘트, 골재는 통상의 기술자가 용이하게 파악하고 실시할 수 있는 공지의 기술 요소이므로 이에 대한 설명은 생략하고, 이하에서는 유황분말, 탄소분말 및, 구체적인 실시예를 통하여 본 발명에 대하여 설명한다.The description of the portland cement and aggregate of the present invention will be omitted because it is a well-known technical element that can be readily understood and practiced by a person skilled in the art. Hereinafter, the present invention will be described in detail with reference to the following examples. Explain.

근래 들어와 콘크리트 구조물의 열화에 대한 성능을 향상시키기 위해 개질 유황을 사용하고 있다. 즉, 디시클로 펜타디엔(dicyclopentadiene; DCDP)과 같은 개질제를 이용하여 개질하여 융점을 떨어뜨려 개질 유황을 제조한 다음, 이 개질 유황을 콘크리트 건배합시 골재와 함께 배합한 뒤 시멘트와 물을 투입하여 사용하는 방법으로 유황이 사용되고 있다. 개질유황은 결합재로서 반드시 120℃ 내지 130℃의 온도로 가열을 하는 용융을 통하여 경화가 이루어지도록 하는 기능을 한다. 그러나, 본 발명은 개질 유황을 제외한 일반 유황을 사용하는 것으로서, 일반 유황과 필러를 혼합한 다음 자연스러운 양생을 통하여 콘크리트를 제조하므로써, 유황이 가지고 있는 골재의 접착력증대, 소성변형 및 피로균열 저항성 증대 등의 효과에 추가하여 살균 내지 항균기능을 이용하여 콘크리트 구조물에 항균기능을 부여하고자 하는 것이다. Recently, modified sulfur has been used to improve performance against deterioration of concrete structures. That is, the modified sulfur is prepared by modifying the modified sulfur with a modifier such as dicyclopentadiene (DCDP), and then the modified sulfur is blended together with the aggregate in the concrete dry method, and then the cement and water are introduced Sulfur is being used as a method of use. The modified sulfur is a binder and functions to make curing through melting by heating at a temperature of 120 ° C to 130 ° C. However, the present invention uses general sulfur except for modified sulfur. By mixing natural sulfur and filler and then curing the concrete through natural curing, the adhesive strength of the aggregate of sulfur, the plastic deformation and the fatigue crack resistance increase In addition to the effect of sterilization or antimicrobial function of the concrete structure to provide an antibacterial function.

유황은 1960년대부터 살균 내지 항균효과가 있어 농가에서 농작물의 살균제로 사용되어 왔으며, 유황을 피부에 바르면 유기물과 작용하여 펜타티온산이 형성되어 이 물질이 피부 각질을 용해시켜 살충작용 내지 살균작용을 하는 것이 알려져 왔지만, 위 유황의 알려진 효과는 피부에 작용하거나 살충 효과가 있는 것에 불과하여 수중에 존재하는 콘크리트 구조물과는 관련이 없는 것이고, 콘크리트 분야에서 항균 기능성 물질로 알려진 바도 없다. Sulfur has been sterilized or antimicrobial since 1960, and it has been used as a bactericide of agricultural products in the farm. When sulfur is applied to the skin, it acts on organic matter to form pentathion acid, and this substance dissolves keratin skin, Has been known, but the known effect of sulfur is only that it acts on the skin or has an insecticidal effect, so it has nothing to do with the existing concrete structure in the water, nor is it known as an antimicrobial functional substance in the concrete field.

아래 표 1과 표 2는 대장균과 화농균 시험을 통하여 유황분말과 개질유황의 항균기능을 확인한 것이다. 24시간 후의 세균감소율이 99.9%에 이르고 있는 유황분말은 그 항균작용이 탁월함을 확인할 수 있다.   Table 1 and Table 2 below show the antibacterial activity of sulfur powder and modified sulfur through Escherichia coli and fungus test. It is confirmed that the sulfur powder having a bacterial reduction rate of 99.9% after 24 hours is excellent in antibacterial activity.

대장균시험E. coli test 초기 세균수
(cfu/mL)
Initial number of bacteria
(cfu / mL)
24시간 후 세균수
(cfu/mL)
Number of bacteria after 24 hours
(cfu / mL)
감소율
(%)
Reduction rate
(%)
BLANKBLANK 1.8×104 1.8 x 10 4 6.5×104 6.5 x 10 4 -- 유황분말Sulfur powder 1.8×104 1.8 x 10 4 <10<10 99.999.9 개질유황Modified sulfur 1.8×104 1.8 x 10 4 5.8×104 5.8 x 10 4 10.710.7

화농균시험Fungus test 초기 세균수
(cfu/mL)
Initial number of bacteria
(cfu / mL)
24시간 후 세균수
(cfu/mL)
Number of bacteria after 24 hours
(cfu / mL)
감소율
(%)
Reduction rate
(%)
BLANKBLANK 1.5×104 1.5 x 10 4 6.2×104 6.2 × 10 4 -- 유황분말Sulfur powder 1.5×104 1.5 x 10 4 <10<10 99.999.9 개질유황Modified sulfur 1.5×104 1.5 x 10 4 5.6×104 5.6 x 10 4 9.79.7

본 발명의 일반 유황(유황분말)은 개질유황을 제외한 통상적인 유황 원소로서 광산으로부터 유래하는 천연유황을 사용할 수도 있다. 한편, 국내 정유플랜트의 정제 과정 중 탈황시에 발생하는 유황이 발생량이 연간 약 150만톤에 이르고, 대량 수요처의 확보와 활용성 증대에 한계가 있는 상황이라는 점에서 산업부산물인 정유플랜트 정제과정시 발생하는 유황을 사용하는 것 또한 바람직하다. 본 발명은 유황분말 1.8 ~ 7 중량부, 바람직하게는 3.5 중량부의 비율로 혼합되어 아래 실시예에서 나타나는 살균 내지 항균기능을 발휘한다. The general sulfur (sulfur powder) of the present invention may be a natural sulfur derived from a mine as a conventional sulfur element other than the modified sulfur. On the other hand, in the refining process of the refinery in Korea, the amount of sulfur generated during desulfurization reaches about 1.5 million tons per year. It is also preferable to use sulfur. The present invention is mixed at a ratio of 1.8 to 7 parts by weight, preferably 3.5 parts by weight, of a sulfur powder, and exhibits sterilizing or antibacterial functions as shown in the following examples.

본 발명의 혼화제는 굵은 골재와 잔골재의 다량 사용에 따른 워커빌리티를 증가시키고 감수효과를 갖으며 수중콘크리트용 혼화제로서 폴리카본산계의 고성능 혼화제를 사용한다. 포틀랜드 시멘트는 354 중량부를 기준으로 혼화제 0.1 ~ 0.3 중량부, 바람직하게는 0.18 중량부를 사용한다.The admixture of the present invention increases the workability of the coarse aggregate and the fine aggregate to a large extent and has a water reducing effect, and uses a polycarboxylic acid-based high-performance admixture as an admixture for underwater concrete. The Portland cement uses 0.1 to 0.3 parts by weight, preferably 0.18 part by weight, of the admixture based on 354 parts by weight.

본 발명의 탄소 분말은 폐목이나 야자수를 온도 500 ~ 800℃로 유지된 밀폐 전기로에서 4 ~ 5시간 탄화시킨 후 325 메쉬로 분쇄한 분말로서, 표면의 탄소 원자의 관능기(functional group)가 주위의 액체 및 기체의 피흡착성 분자와 강하게 흡착하여 결합하여 액체 및 기체를 정화하는 특성이 있다. 이러한 탄소 분말이 지닌 정화기능을 이용하여 콘크리트 구조물에 수질정화기능을 부여하고자 하는 것이며, 본 발명에서는 포틀랜드 시멘트는 354 중량부를 기준으로 탄소분말 3 ~ 11 중량부의 비율로 혼합되어 콘크리트 구조물이 제조된다.The carbon powder of the present invention is a powder obtained by carbonizing a wood pulp or palm tree in a closed electric furnace maintained at a temperature of 500 to 800 ° C. for 4 to 5 hours and then pulverizing it to 325 mesh. The functional group of carbon atoms on the surface is a liquid And a property of strongly adsorbing and binding to the adsorbable molecules of the gas to purify the liquid and the gas. In the present invention, the Portland cement is mixed at a ratio of 3 to 11 parts by weight of carbon powder based on 354 parts by weight of the concrete to produce a concrete structure using the purifying function of the carbon powder.

아래에서는 본 발명을 구체적인 실시예 및 비교예를 통하여 상세하게 설명한다. 다음의 실시예는 본 발명을 좀 더 상세히 설명하는 것이지만, 본 발명의 범위를 한정하는 것은 아니다.Hereinafter, the present invention will be described in detail with reference to specific examples and comparative examples. The following examples illustrate the invention in more detail but do not limit the scope of the invention.

실시예Example 1 ~  1 ~ 실시예Example 3 3

실시예 1은 포틀랜드 시멘트 354 Kg, 굵은 골재 1010 Kg, 잔 골재 716 Kg, 물 167 Kg, 유황분말 3.5 Kg, 혼화제 0.18Kg, 탄소분말 3.5 Kg이 포함되도록 배합하여 본 발명의 세굴방지 블록을 제조하였다. 실시예 2와 실시예3은 각각 탄소 분말을 7.0 Kg과 10.5 Kg이 포함되도록 한 것을 제외하고는 위 실시예 1과 동일하게 제조하였다. In Example 1, 354 Kg of Portland cement, 1010 Kg of coarse aggregate, 716 Kg of fine aggregate, 167 Kg of water, 3.5 Kg of sulfur powder, 0.18 Kg of admixture and 3.5 Kg of carbon powder were mixed to produce the scour prevention block of the present invention . Example 2 and Example 3 were prepared in the same manner as in Example 1, except that 7.0 Kg and 10.5 Kg of carbon powder were contained, respectively.

비교예Comparative Example 1 One

비교예 1은 포틀랜드 시멘트 354 Kg, 굵은 골재 1010 Kg, 잔 골재 716 Kg, 물 167 Kg, 혼화제 0.18Kg이 포함되도록 배합하여 블록을 제조하였으며, 유황분말과 탄소분말이 배제된 것이 실시예 1 ~ 3과 상이하다. In Comparative Example 1, 354 Kg of Portland cement, 1010 Kg of coarse aggregate, 716 Kg of residual aggregate, 167 Kg of water and 0.18 Kg of admixture were blended to prepare blocks, .

<제1차 압축강도 시험>&Lt; First Compressive Strength Test >

콘크리트제품의 상품성을 좌우하는 요소 중 가장 중요한 요소가 강도 즉 내구성이라 할 수 있다. 아무리 기능성이 우수한 제품이라 해도 쉽게 파괴되어 내구성이 떨어지는 콘크리트제품은 재공사를 요구하기 때문에 막대한 비용을 발생하게 만든다. 본 발명에서 콘크리트의 강도는 압축강도를 측정함으로써 평가하였다. 압축강도의 KS F 2405에 의거하여 지름 10cm, 높이 30cm 공시체를 제조하고 압축강도를 Universial Testing Machine을 이용하여 측정하였다. 측정은 3회를 실시하고 이를 평균하여 표 3에 콘크리트 공시체의 압축강도를 나타내었다.The most important factor that determines the merchantability of concrete products is strength or durability. Concrete products that are easily destroyed and durable, even if they are highly functional, require huge cost because they require rebuilding. In the present invention, the strength of the concrete was evaluated by measuring the compressive strength. According to KS F 2405 of compressive strength, specimens with diameter of 10cm and height of 30cm were prepared and the compressive strength was measured by Universial Testing Machine. The results are shown in Table 3, which shows the compressive strength of concrete specimens.

비교예 1Comparative Example 1 실시예 1Example 1 실시예 2Example 2 실시예 3Example 3 시험방법(기준치)Test method (standard value) 압축강도(MPa)Compressive strength (MPa) 32.532.5 31.431.4 30.230.2 28.328.3 KS F2405(24)KS F2405 (24)

상기 표 3에서와 같이 실시예 1 ~ 3이 유황분말 및 탄소분말이 첨가되므로서 비교예 1의 압축강도보다 다소 낮지만, 위 실시예 1 ~ 3 모두 24 MPa의 압축강도보다는 현저하게 높은 수치를 나타내고 있어 우수한 내구성을 가지고 있음을 확인할 수 있다.As shown in Table 3, although Examples 1 to 3 are somewhat lower than the compressive strength of Comparative Example 1 due to the addition of sulfur powder and carbon powder, all of the Examples 1 to 3 are significantly higher than the compressive strength of 24 MPa And that it has excellent durability.

<제1차 수질정화 성능 시험>&Lt; First water quality purification performance test >

표 4는 콘크리트 조성물에 따른 메틸렌블루 탈색능력을 평가하기 위하여 블루(MB) 2.4mg/L의 용액 25mL를 넣고 30분 동안 진탕배양기에 넣고 교반한 후 메틸렌블루의 농도변화를 자외ㆍ가시선 분광도계(US-Visspectrophotometer)를 이용하여 메틸렌블루 탈색능력을 측정평가한 결과이다.In order to evaluate the bleaching ability of methylene blue according to the concrete composition, 25 mL of a solution of 2.4 mg / L of blue (MB) was put into a shaking incubator for 30 minutes, and the concentration of methylene blue was changed by an ultraviolet / visible ray spectrophotometer US-Visspectrophotometer) to determine the bleaching ability of methylene blue.

비교예 1Comparative Example 1 실시예 1Example 1 실시예 2Example 2 실시예 3Example 3 시험방법Test Methods 메틸렌블루 탈색성능(μmol/L·min)(시료 1g당)Methylene blue decolorization performance (μmol / L · min) (per 1 g sample) 0.0020.002 0.0120.012 0.0130.013 0.0130.013 KSM 1802
(활성탄 시험방법)
KSM 1802
(Activated Carbon Test Method)

표 5에는 콘크리트 조성물에 따른 콘크리트 구조물의 단기간에 걸친 수질오염지표를 알아보기 위하여 콘크리트공시체를 파쇄하고 300ml 용량의 삼각플라스크에 50g씩 넣고 오염된 물을 200ml씩 넣은 다음 20±1℃의 온도에서 28일간 방치하면서 생물학적 산소요구량(BOD), 화학적 산소요구량(COD), 총인(T-P)의 수질오염 지표변화를 관찰하는 방법으로 진행하였으며 시간이 지남에 따라 BOD, COD, T-P를 어떻게 변화되고 있는지를 나타내었으며 시험결과 실시예 1 ~ 3의 경우 COD, T-N, T-P의 모든 경우에 고른 저감기능을 보여주었으며 탄소 분말의 첨가량에 따라 수질오염지표에 대한 저감 능력은 증가하였다.In order to investigate the water pollution index of the concrete structure according to concrete composition, the concrete specimen was crushed, and 50g of the concrete was placed in a 300 ml Erlenmeyer flask. 200 ml of the contaminated water was placed in the flask, (BOD), chemical oxygen demand (COD), total phosphorus (TP), and the change of BOD, COD, and TP over time Test results showed that the reduction performance of COD, TN, and TP was uniform in Examples 1 to 3, and that the abatement capacity of water pollutants was increased according to the amount of carbon powder added.

비교예 1Comparative Example 1 실시예 1Example 1 실시예 2Example 2 실시예 3Example 3 시험방법Test Methods BOD(mg/L)
(저감율)
오염수 70.3
BOD (mg / L)
(Reduction rate)
Pollution number 70.3
68.1
(3%)
68.1
(3%)
63.2
(10%)
63.2
(10%)
59.7
(15%)
59.7
(15%)
55.5
(21%)
55.5
(21%)
수질오염공정시험기준
(환경부 고시
제2013-99호)
Water pollution process test standard
(Ministry of the Environment Notice
No. 2013-99)
COD(mg/L)
(저감율)
오염수 35.7
COD (mg / L)
(Reduction rate)
Pollution number 35.7
34.6
(3%)
34.6
(3%)
31.1
(10%)
31.1
(10%)
30.0
(13%)
30.0
(13%)
29.1
(16%)
29.1
(16%)
T-P(mg/L)
(저감율)
오염수 1.928
TP (mg / L)
(Reduction rate)
Pollution number 1.928
1.905
(1%)
1.905
(One%)
1.625
(15%)
1.625
(15%)
1.552
(18%)
1.552
(18%)
1.498
(21%)
1.498
(21%)

<제1차 항균성능 시험><First Antibacterial Performance Test>

표 6 및 표 7은 KCL-FIR-1002(진탕배양법)에 의해 측정된 대장균 시험 결과 및 황색포도상 구균 시험결과이며, 실시예 1 ~ 3 모두 대장균 및 황색포도상구균 감소율이 99.9%로 나타나고 있음을 알 수 있다.Table 6 and Table 7 show the results of the E. coli test and the Staphylococcus aureus test measured by KCL-FIR-1002 (shaking culture method), and in Examples 1 to 3, the reduction rate of E. coli and Staphylococcus aureus was found to be 99.9% .

대장균 시험E. coli test 비교예 1Comparative Example 1 실시예 1  Example 1 실시예 2 Example 2 실시예 3Example 3 시험방법Test Methods BLANK
1.6×104
BLANK
1.6 x 10 4
1.6×104 1.6 x 10 4 1.6×104 1.6 x 10 4 1.6×104 1.6 x 10 4 1.6×104 1.6 x 10 4 KCL-FIR-1002
(진탕배양법)
KCL-FIR-1002
(Shaking culture method)
24시간 후
농도
6.3×104
After 24 hours
density
6.3 x 10 4
< 10<10 < 10<10 < 10<10 < 10<10
세균감소율
(%)
Bacterial reduction rate
(%)
99.999.9 99.999.9 99.999.9 99.999.9

황색포도상구균 시험Staphylococcus aureus test 비교예 1Comparative Example 1 실시예 1  Example 1 실시예 2 Example 2 실시예 3Example 3 시험방법Test Methods BLANK
1.5×104
BLANK
1.5 x 10 4
1.5×104 1.5 x 10 4 1.5×104 1.5 x 10 4 1.5×104 1.5 x 10 4 1.5×104 1.5 x 10 4 KCL-FIR-1002
(진탕배양법)
KCL-FIR-1002
(Shaking culture method)
24시간 후
농도
5.0×104
After 24 hours
density
5.0 × 10 4
< 10<10 < 10<10 < 10<10 < 10<10
세균감소율
(%)
Bacterial reduction rate
(%)
99.999.9 99.999.9 99.999.9 99.999.9

<제1 차 중금속 용출시험><First Heavy Metal Dissolution Test>

실시예 1 ~ 3 및 비교예 1의 제조한 콘크리트 시편들에 대한 중금속용출시험을 실시하였다. 중금속용출은 지름 10cm의 원통형 공시체를 높이 10cm로 절단한 뒤 1000mL 비이커에 넣고 증류수를 500mL 넣고 7일간 방치한 뒤 남은 용출수를 유도결합플라즈마 발광광도계(Ion-conductive plasma spectroscopy, ICP)를 이용하여 측정하였다. 사용한 ICP는 Perkin-Elmer사의 Optimer 5300DV였다. 중금속은 납(Pb), 비소(As), 카드뮴(Cd)에 대해 실시하였으며 측정결과를 표 8에 나타내었다. 시험결과 모든 콘크리트 조성의 용출수에서는 납,비소, 카드뮴이 검출되지 않아 중금속에 의한 환경오염은 일으키지 않을 것으로 여겨진다.Heavy metal leaching tests were conducted on the concrete specimens prepared in Examples 1 to 3 and Comparative Example 1. For the heavy metal elution, a cylindrical specimen with a diameter of 10 cm was cut to a height of 10 cm, placed in a 1000 mL beaker, placed in 500 mL of distilled water, left for 7 days, and the remaining eluted water was measured using an ion-conductive plasma spectroscopy (ICP) Respectively. The ICP used was Optimer 5300DV from Perkin-Elmer. Heavy metals were tested for lead (Pb), arsenic (As), and cadmium (Cd). As a result of the test, it is considered that lead, arsenic and cadmium are not detected in the elution water of all the concrete compositions, so that environmental pollution by heavy metals is not caused.

중금속heavy metal 비교예 1Comparative Example 1 실시예 1 Example 1 실시예 2Example 2 실시예 3Example 3 ICP용출시험
(7일간 용출)
ICP dissolution test
(7 days elution)
납(Pb)Lead (Pb) N.D.N.D. N.D.N.D. N.D.N.D. N.D.N.D. 비소(As)Arsenic (As) N.D.N.D. N.D.N.D. N.D.N.D. N.D.N.D. 카드뮴(Cd)Cadmium (Cd) N.D.N.D. N.D.N.D. N.D.N.D. N.D.N.D.

N.D.: Not detected, 분석물질이 검출되지 않거나 최소검출한계 미만.N.D .: Not detected, no analyte detected or below the minimum detection limit.

이상의 시험결과를 통해 본 발명의 세굴방지 블록은 압축강도 또한 28.3MPa이상이여서 기존 콘크리트 대비 동등 이상의 강도를 갖고, 메틸렌블루 흡착능이 우수하고 오폐수 중의 생물학적 산소요구량(BOD), 화학적 산소요구량(COD), 화합물(T-P)을 크게 줄일 수 있어 수질정화작용이 뛰어나고, 또한 대장균, 화농균 등의 시험을 통해 항균기능이 우수한 세굴방지 블록임을 확인할 수 있다.As a result of the above test results, the scour prevention block of the present invention has a compressive strength of 28.3 MPa or more and has a strength equal to or higher than that of conventional concrete. It has excellent methylene blue adsorbing ability and has a biological oxygen demand (BOD) It is confirmed that the compound (TP) can be greatly reduced and the water purification function is excellent, and the antiblocking function is excellent by the test of Escherichia coli and the like.

또한 이와 같은 기능을 장기적으로 유지할 수 있는지 여부를 확인하기 위하여, KSF 2456의 B방법에 따라 동결융해 횟수를 100회(cycle)한 후에 동일한 시험을 실시하였다. 그 결과 압축강도, 수질정화 기능 및 항균기능이 유지되고 있음을 확인하였다. 자세한 결과는 아래 <2차 압축강도 시험(표 9)>, <제2차 수질정화 성능 시험(표 10: 메틸렌블루 탈색성능)(표 9 )>, <제2차 항균성능 시험(표 12: 대장균)(표 13: 황색포도상 구균)>에 나타내었다. 특히, <표 12> 및 <표 13>에서 확인되는 바와 같이, 실시예 1 내지 3은 동결융해 100회(cycle)한 후에 99.9%의 세균감소율을 보이고 있는바, 항균기능이 그대로 유지되고 있음이 확인되었다.The same test was carried out after 100 cycles of freezing and thawing according to the method B of KSF 2456 in order to confirm whether such a function can be maintained for a long period of time. As a result, it was confirmed that the compressive strength, the water purification function and the antibacterial function were maintained. The results are shown in Table 9 below, <Secondary Compressive Strength Test (Table 9)>, <Second Water Quality Test (Table 10: Methylene Blue Discoloration Performance) (Table 9) E. coli) (Table 13: Staphylococcus aureus). In particular, as shown in <Table 12> and <Table 13>, the antibacterial functions of Examples 1 to 3 were maintained as 99.9% after 100 cycles of freezing and thawing, .

비교예 1Comparative Example 1 실시예 1Example 1 실시예 2Example 2 실시예 3Example 3 시험방법(기준치)Test method (standard value) 압축강도(MPa)Compressive strength (MPa) 30.730.7 29.829.8 28.728.7 27.527.5 KS F2405(24)KS F2405 (24)

비교예 1Comparative Example 1 실시예 1Example 1 실시예 2Example 2 실시예 3Example 3 시험방법Test Methods 메틸렌블루 탈색성능(mol/Lmin)(시료 1g당)Methylene blue decolorization performance (mol / Lmin) (per 1 g sample) 0.0020.002 0.0110.011 0.0120.012 0.0120.012 KSM 1802
(활성탄 시험방법)
KSM 1802
(Activated Carbon Test Method)

비교예 1Comparative Example 1 실시예 1Example 1 실시예 2Example 2 실시예 3Example 3 시험방법Test Methods BOD(mg/L)
(저감율)
오염수 68.5
BOD (mg / L)
(Reduction rate)
Pollution number 68.5
?66.5
(3%)
? 66.5
(3%)
61.6
(10%)
61.6
(10%)
58.9
(14%)
58.9
(14%)
54.8
(20%)
54.8
(20%)
수질오염공정시험기준
(환경부 고시
제2013-99호)
Water pollution process test standard
(Ministry of the Environment Notice
No. 2013-99)
COD(mg/L)
(저감율)
오염수 37.1
COD (mg / L)
(Reduction rate)
Contaminated water 37.1
36.0
(3%)
36.0
(3%)
33.4
(10%)
33.4
(10%)
31.9
(14%)
31.9
(14%)
31.5
(15%)
31.5
(15%)
T-P(mg/L)
(저감율)
오염수 1.912
TP (mg / L)
(Reduction rate)
Pollution number 1.912
1.892
(1%)
1.892
(One%)
1.644
(14%)
1.644
(14%)
1.586
(17%)
1.586
(17%)
1.529
(20%)
1.529
(20%)

대장균 시험E. coli test 비교예 1Comparative Example 1 실시예 1  Example 1 실시예 2 Example 2 실시예 3Example 3 시험방법Test Methods BLANK
1.5×104
BLANK
1.5 x 10 4
1.5×104 1.5 x 10 4 1.5×104 1.5 x 10 4 1.5×104 1.5 x 10 4 1.5×104 1.5 x 10 4 KCL-FIR-1002
(진탕배양법)
KCL-FIR-1002
(Shaking culture method)
24시간 후
농도
6.7×104
After 24 hours
density
6.7 x 10 4
3.3×104 3.3 x 10 4 < 10<10 < 10<10 < 10<10
세균감소율
(%)
Bacterial reduction rate
(%)
50.750.7 99.999.9 99.999.9 99.999.9

황색포도상구균 시험Staphylococcus aureus test 비교예 1Comparative Example 1 실시예 1  Example 1 실시예 2 Example 2 실시예 3Example 3 시험방법Test Methods BLANK
1.4×104
BLANK
1.4 x 10 4
1.4×104 1.4 x 10 4 1.4×104 1.4 x 10 4 1.4×104 1.4 x 10 4 1.4×104 1.4 x 10 4 KCL-FIR-1002
(진탕배양법)
KCL-FIR-1002
(Shaking culture method)
24시간 후
농도
4.7×104
After 24 hours
density
4.7 × 10 4
2.2×104 2.2 x 10 4 < 10<10 < 10<10 < 10<10
세균감소율
(%)
Bacterial reduction rate
(%)
53.253.2 99.999.9 99.999.9 99.999.9

Claims (3)

수중설치 콘크리트블록을 제조하기 위한 콘크리트 조성물에 있어서,
포틀랜드 시멘트 347 ~ 361, 굵은 골재 980 ~ 1040 중량부, 잔 골재 695 ~ 737 중량부, 물 164 ~ 170 중량부, 혼화제 0.1 ~ 0.3 중량부를 포함하며,
일반 유황 1.8 ~ 7 중량부와 탄소분말 3 ~ 11 중량부를 더 포함하는 것을 특징으로 하여 수질 정화 기능 및 항균성을 갖는 콘크리트 조성물.
A concrete composition for producing an underwater installed concrete block,
Portland cement 347 to 361, 980 to 1040 parts by weight of coarse aggregate, 695 to 737 parts by weight of residual aggregate, 164 to 170 parts by weight of water and 0.1 to 0.3 part by weight of an admixture,
1.8 to 7 parts by weight of general sulfur and 3 to 11 parts by weight of carbon powder, and has a water purification function and antimicrobial activity.
제1항에 있어서,
상기 포틀랜드 시멘트는 354 중량부;
상기 굵은 골재는 1010 중량부;
상기 잔 골재는 716 중량부;
상기 물은 167 중량부;
상기 혼화제는 0.18 중량부;
상기 일반 유황은 3.5 중량부; 및
상기 탄소분말 3.5 ~ 10.1 중량부인 것을 특징으로 하는 수질 정화 및 항균성을 갖는 콘크리트 조성물.
The method according to claim 1,
354 parts by weight of the Portland cement;
1010 parts by weight of the coarse aggregate;
716 parts by weight of the fine aggregate;
The water contained 167 parts by weight;
0.18 parts by weight of the admixture;
3.5 parts by weight of the general sulfur; And
Wherein the carbon powder is 3.5 to 10.1 parts by weight.
제1항 또는 제2항에 있어서,
상기 혼화제는 워커빌리티를 증가시키고 감수효과를 갖는 수중콘크리트용 혼화제로서 폴리카본산계의 고성능 혼화제인 것을 특징으로 하는 수질 정화 및 항균성을 갖는 콘크리트 조성물.
3. The method according to claim 1 or 2,
Wherein the admixture is a polycarboxylic acid-based high-performance admixture as an admixture for an underwater concrete having an increase in workability and a water reducing effect, and has a water purification and antimicrobial property.
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