KR20190049123A - method for shotcrete mixing design and construction using recycled aggregate and photocatalyst - Google Patents

method for shotcrete mixing design and construction using recycled aggregate and photocatalyst Download PDF

Info

Publication number
KR20190049123A
KR20190049123A KR1020170144636A KR20170144636A KR20190049123A KR 20190049123 A KR20190049123 A KR 20190049123A KR 1020170144636 A KR1020170144636 A KR 1020170144636A KR 20170144636 A KR20170144636 A KR 20170144636A KR 20190049123 A KR20190049123 A KR 20190049123A
Authority
KR
South Korea
Prior art keywords
shotcrete
photocatalyst
aggregate
recycled aggregate
cement
Prior art date
Application number
KR1020170144636A
Other languages
Korean (ko)
Inventor
정 환 박
정 환 박
백효선
Original Assignee
주식회사 제이에이치
한림성심대학교 산학협력단
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 제이에이치, 한림성심대학교 산학협력단 filed Critical 주식회사 제이에이치
Priority to KR1020170144636A priority Critical patent/KR20190049123A/en
Publication of KR20190049123A publication Critical patent/KR20190049123A/en

Links

Images

Classifications

    • 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
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • C04B14/06Quartz; Sand
    • 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
    • C04B18/0418Wet materials, e.g. slurries
    • 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
    • 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

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Catalysts (AREA)

Abstract

The present invention relates to a shotcrete mixing design capable of reducing the material cost while maintaining strength and a construction method. The shotcrete mixing design, as a mixing material mixed with shotcrete, comprises: cement; fine powder sludge; recycled aggregate; sand; and coarse aggregate and the shotcrete mixing design and the construction method of the present invention use the recycled aggregate and a photocatalyst, wherein the recycled aggregate, as the mixing material for surface-treating the shotcrete, comprises: the cement; the fine powder sludge; fine aggregate; the photocatalyst (TiO_2).

Description

재활용 골재 및 광촉매를 활용한 숏크리트 배합 설계 및 시공법{method for shotcrete mixing design and construction using recycled aggregate and photocatalyst}Technical Field [0001] The present invention relates to a shotcrete composition and recycling aggregate and photocatalyst,

본 발명은 재활용 골재 및 광촉매를 활용하여 숏크리트를 배합 설계하는 방법과 이를 이용한 시공방법에 관한 것이다.The present invention relates to a method of mixing and designing shotcrete using recycled aggregate and a photocatalyst, and a construction method using the same.

인구증가 및 산업 발달로 인해 국토의 효율적인 개발이 요구되면서 산지를 절취하여 도로 및 주택단지 개발에 따른 대규모 절토비탈면은 지속적으로 확대되고 있는 실정이며, 비탈면의 보호 및 보강을 목적으로 사용되고 있는 일반적인 공법은 기능에 따라 안전율 감소방지법(비탈면보호공법)과 안전율 증가법(비탈면보강공법)으로 구분된다.As the population growth and industry developments require efficient development of the country, cutting slopes are continuously expanding due to the development of roads and housing complexes, and the general method used for the protection and reinforcement of slopes Depending on the function, it can be classified into the prevention method of the reduction of the safety factor (slope protection method) and the method of increasing the safety factor (slope reinforcement method).

안전율 감소방지법은 우수나 융설수에 의한 비탈면표면의 침식과 비탈면의 공기 중 노출에 의한 풍화작용으로 비탈면안전율이 감소하는 것을 방지하는 공법으로 일반적으로 비탈면 보호 공법에 해당되며 대표적인 공법으로 격자블록, 돌붙임, 암절개지 녹화, 블록깔기, 숏크리트 공법이 있다. 안전율 증가법은 비탈면의 절취로 비탈면의 소요 안전율이 확보되지 못하는 구간에서 비탈면의 안전율을 증가시키기 위해 비탈면구배를 완만하게 조정하거나 옹벽, 말뚝, 앵커, 네일등의 공법을 이용하여 각 억지공의 저항력을 이용하는 방법이다. 이 중 비탈면의 용도, 토질 및 암반 특성을 고려한 지반여건, 미관, 유지보수 및 현장 상황에 따라 그에 적합한 공법을 선정하여 적용하고 있다. The method of preventing the reduction of the safety factor is a method of preventing the decrease of the slope safety factor by the erosion of the slope surface by weathering and the weathering by the exposure of the slope surface by the air. It is generally regarded as the slope surface protection method. Attachment, cutting of the cutout, block laying, shotcrete. In order to increase the safety factor of the slope in the section where the required safety factor of the slope is not secured due to slope cut-off, it is necessary to adjust the slope slope gently or to use the technique of retaining wall, pile, anchor, nail, . Among them, suitable methods are selected and applied according to ground conditions, aesthetics, maintenance and site conditions considering slope use, soil and rock characteristics.

비탈면 보호 공법중 하나인 숏크리트 공법은 현장 비빔 또는 공장에서 생산된 콘크리트를 압축공기에 의해 고압 호스 또는 파이프를 통해 소정의 위치까지 압송된 재료를 비탈면에 거푸집을 사용하지 않고 뿜어붙임으로써 자력으로 단단히 고정시키는 공법이며, 콘크리트 양생 후 강성의 특성을 보임으로 절토비탈면 숏크리트는 경사가 심해 식생이 곤란한 비탈면에 대해서도 시공이 용이하며 뛰어난 표면보호 능력을 갖추고 있으면서도 신속한 시공이 가능하여 비탈면의 안정을 도모하기 위한 방법으로 오래전부터 다수의 현장에 적용되고 있다. 숏크리트 공법도 사용 목적에 따라 임시 숏크리트타설(18MPa)공법과 타 보강공법(네일링, 영구앵커 등)와 혼용하여 구조물로 기능을 발휘하는 고강도 숏크리트 타설(24MPa)공법으로 구분할 수 있다.The shotcrete method, which is one of the slope protection methods, is a method of spraying material that has been pumped up to a predetermined position through a high pressure hose or pipe by using compressed air in a field bimbe or factory concrete, This is a method to improve the stability of the slope surface because it can be applied easily to the slope where the slope is difficult and the vegetation is difficult, Has been applied to many sites since long ago. The shotcrete method can be divided into a high-strength shotcrete casting (24MPa) method which functions as a structure by mixing with a temporary shotcrete casting (18MPa) method and a reinforcement method (nailing, permanent anchor, etc.) according to the purpose of use.

그러나 숏크리트 공법을 적용을 위하여 사용되는 재료는 시멘트, 골재, 첨가제(급속경화제)로 외부에 장기간 노출되면 백화현상으로 인하여 표면 오염 및 박리등으로 재질의 변상이 일어날 가능성이 높다.However, the material used for the shotcrete method is likely to be re-inflated due to surface contamination and peeling due to bleaching when cement, aggregate, and additives (rapid curing agent) are exposed to the outside for a long time.

이러한 문제를 해결하기 위한, 숏크리트 품질기준 상향은 시멘트 사용량 증가 및 별도의 강섬유등의 부자재 사용을 요구하게 되고, 사용 자재의 증가는 숏크리트 공법의 면적당 시공비 증가 요인이며 이는 사업비 증가에 따른 예산 문제가 발생한다.In order to solve this problem, the increase of the shotcrete quality standard requires the increase of cement usage and the use of supplementary materials such as steel fiber, and the increase of the usage material is a factor of increase of the construction cost per shot area of the shotcrete method. do.

본 발명은 이를 해결하기 위해서, 시멘트 및 골재의 원가 상승을 방지하기 위해서는 이를 대체할 수 있는 재료가 필요하며 폐콘트리트 재활용에 의하여 발생하고 있는 순환골재 및 슬러지(미분말)를 활용하는 기술을 제공하는 것을 목적으로 한다.In order to solve this problem, the present invention provides a technique for using recycled aggregate and sludge (fine powder) that is required to replace the waste cement and aggregate by recycling waste concrete, in order to prevent the cost rise of cement and aggregate The purpose.

또한, 본 발명은 순환골재 및 슬러지를 숏크리트 배합시 적용하기에 필요한 압축강도가 발휘될 수 있는 최적의 배합비 설계 방법을 제공하는 것을 목적으로 한다.Another object of the present invention is to provide a method of designing an optimum mixing ratio at which the compressive strength necessary for applying the recycled aggregate and sludge to the shotcrete composition can be exhibited.

또한, 본 발명은 최근에 사회문제로 부각되고 있는 대기환경오염을 해소를 위해 차량 매연에 의하여 발생하는 NOx, SOx를 일정부분 제거할 수 있는 광촉매(TiO2)를 활용한 숏크리트 기술 개발을 목적으로 한다.Further, the present invention aims at developing a shotcrete technology using a photocatalyst (TiO2) capable of removing a certain amount of NOx and SOx generated by vehicle soot in order to solve pollution of the atmospheric environment, which has recently become a social problem .

숏크리트에 배합되는 배합자재로서, 시멘트, 미분말 슬러지, 순환골재, 모래, 굵은골재를 포함하고, 숏크리트 표면처리 배합자재로서 시멘트, 미분말 슬러지, 잔골재, 광촉매(TiO2)를 포함하는 재활용 골재 및 광촉매를 활용한 숏크리트 배합 설계 및 시공법을 제공한다.Recycled aggregate and photocatalyst including cement, fine powder sludge, fine aggregate, photocatalyst (TiO2) are used as a blending material of shotcrete, including cement, fine powder sludge, recycled aggregate, sand and coarse aggregate. It provides a shotcrete formulation design and construction method.

본 발명은 상기 구성에 의해서, 강도를 유지할 수 있으면서 자재원가를 절감할 수 있는 최적의 숏크리트 배합 방법을 제공한다.According to the present invention, the present invention provides an optimal shotcrete mixing method capable of maintaining the strength and reducing the material cost.

또한, 절감된 원가를 광촉매 자재 적용에 투입함으로써 기존 숏크리트 공법의 백화 등의 단점을 보완하면서 광촉매에 의한 미세먼지 제거효과를 발휘하게 하여 대기정화기능을 갖는 기능성 숏크리트 공법을 제공하게 된다. In addition, by applying the reduced cost to the application of the photocatalyst material, the functional shotcrete method having the atmospheric purification function can be provided by complementing the disadvantages of the conventional shotcrete method such as whitening, and exhibiting the fine dust removing effect by the photocatalyst.

도 1은 본 발명에 따른 숏크리트 시공의 모습이다.1 is a view of a shotcrete installation according to the present invention.

본 발명의 목적, 특정한 장점들 및 신규한 특징들은 첨부된 도면들과 연관되는 이하의 상세한 설명과 바람직한 실시예로부터 더욱 명백해질 것이다. 또한, 사용된 용어들은 본 발명에서의 기능을 고려하여 정의된 용어들로써, 이는 사용자 운용자의 의도 또는 관례에 따라 달라질 수 있다. 그러므로 이러한 용어들에 대한 정의는 본 명세서의 전반에 걸친 내용을 토대로 내려져야 할 것이다.BRIEF DESCRIPTION OF THE DRAWINGS The objects, particular advantages and novel features of the present invention will become more apparent from the following detailed description taken in conjunction with the accompanying drawings, in which: FIG. Also, terms used are terms defined in consideration of the functions of the present invention, which may vary depending on the intention or custom of the user operator. Therefore, definitions of these terms should be based on the entire contents of the present specification.

본 발명에서의 숏크리트 배합자재는 시멘트, 슬러지(미분말), 잔골재(순환골재 및 모래), 굵은골재(13mm순환골재) 등을 사용하고, 숏크리트 표면처리자재로는 시멘트, 슬러지(미분말), 잔골재(모래), 광촉매(TiO2) 등을 사용한다.The shotcrete mixing material used in the present invention may be cement, sludge (fine powder), fine aggregate (recycled aggregate and sand), coarse aggregate (13 mm recycled aggregate), and the shotcrete surface treatment materials include cement, sludge Sand), photocatalyst (TiO2) or the like is used.

본 발명에 따른 숏크리트 배합자재가 적용될 수 있는 분야로는, 절개지 임시보강지에서 굴착시 숏크리트를 10-20cm두께로 뿜어 붙이기하여 절개지 유실 및 붕괴 방지를 방지할 수 있고, 절개지 영구보강에서 사면보강공법(네일, 영구앵커, 락볼트 등)와 결합하여 절개지 영구 구조물 설치에 사용될 수 있고, 터널내부 보강용으로 터널 굴착후 숏크리트 타설을 실시하여 초기변형방지 역할을 할 수 있고, 또한 터널내부 마감재로서 초기 숏크리트 타설후 콘크리트 타설을 통한 터널 벽면에 숏크리트 표면처리공법을 적용하여 터널내 오염인자(NOx, SOx) 감소하는 역할을 할 수도 있다.The shotcrete mixing material according to the present invention can be applied to prevent the loss of the incision and prevent collapse by spraying the shotcrete to a thickness of 10-20 cm when excavating at the incision temporary reinforcement site. In the permanent reinforcement of the incision site, (Nail, permanent anchor, rock bolt, etc.), it can be used to install the permanent structure of the cutout, and it can prevent the initial deformation by inserting shotcrete after tunnel excavation for reinforcement inside the tunnel. After applying shotcrete, the shotcrete surface treatment method may be applied to the tunnel wall through concrete pouring to reduce the pollutants (NOx, SOx) in the tunnel.

그외, 본 발명의 숏크리트 배합자재는 기타 도로 시설물 보수용으로 중앙분리대, 측구등 노후된 도로 시설물 보수시 숏크리트 표면처리 공법을 적용하여 시설물 사용 년수 증가 및 광촉매 효과에 따른 도로주변 오염인자 감소하거나, 건축외장재로 노출콘크리트 등이 적용된 건축물 외장에 숏크리트 표면처리기술을 적용하여 변색 및 백화 현상에 의한 미관 저하 방지와 더불어 광촉매 기능인 대기오염원(NOx, SOx) 제거 효과와 셀프클리닉 효과에 의한 건축물 외관의 오염물지 제거효과를 노릴 수 있다.In addition, the shotcrete formulation material of the present invention can be used for repairing other road facilities, and the shotcrete surface treatment method can be applied to repair old road facilities such as a median, (NOx, SOx), which is a photocatalytic function, and the removal of contaminants from the exterior of buildings by the effect of self-clinics, as well as prevention of deterioration of beauty caused by discoloration and whitening by applying shotcrete surface treatment technology to the exterior of buildings with exposed concrete You can aim for the effect.

숏크리트 배합을 위하여 사용되는 재료는 시멘트, 모래, 자갈, 혼화제이다. The materials used for the shotcrete formulation are cement, sand, gravel, and admixtures.

국도건설설계실무요령에서 요구되는 두께10cm의 사용 자재에 대하여 각각의 경제성을 비교하면 다음과 같다.The economics of each 10cm thick material required in the National Road Construction Design Practice are compared as follows.

사용자재의 자재비 산출근거Basis for calculating the material cost of used materials 구분division 규격standard 단위unit 금액Price 비고Remarks 시멘트cement 보통시멘트Usually cement 40kg/포40kg / bag 4,180 4,180 물가자료11 P106 전국기준Price data 11 P106 National standard 모래sand 육상모래Athletic sand m3m3 13,667 13,667 물가자료11 P101 강원평균Price data 11 P101 Gangwon average 자갈Pebble 13mm13mm m3m3 15,417 15,417 물가자료11 P101 강원평균Price data 11 P101 Gangwon average 모래sand 재활용recycle m3m3 2,000 2,000 강원실거래 최고가The best of Gangwon 자갈Pebble 13mm13mm m3m3 3,500 3,500 강원실거래 최고가The best of Gangwon

일반골재 사용시의 자재원가Material cost when using ordinary aggregate 구분division 수량Quantity 단위unit 단가unit price 금액Price 시멘트cement 57.157.1 kgkg 105 105 5,967 5,967 모 래sand 0.110.11 m3m3 13,667 13,667 1,503 1,503 자 갈Pebble 0.750.75 m3m3 15,417 15,417 11,563 11,563 합계Sum T=10cmT = 10cm m2m2   19,033 19,033

재활용 골재 100% 치환가능시 자재원가Recycled aggregate 100% Replaceable Material cost 구분division 수량Quantity 단위unit 단가unit price 금액Price 시멘트cement 57.157.1 kgkg 105 105 5,967 5,967 모 래sand 0.110.11 m3m3 2,000 2,000 220  220 자 갈Pebble 0.750.75 m3m3 3,500 3,500 2,625 2,625 합계Sum T=10cmT = 10cm m2m2   8,812 8,812

재활용 골재 50% 치환가능시 자재원가 Recycled aggregate 50% Replaceable Material cost 구분division 수량Quantity 단위unit 단가unit price 금액Price 시멘트cement 57.157.1 kgkg 105 105 5,967 5,967 모 래sand 0.110.11 m3m3 7,8337,833 862862 자 갈Pebble 0.750.75 m3m3 9,458 9,458 7,094 7,094 합계Sum T=10cmT = 10cm m2m2   13,92213,922

각 조건별 원가 절감율 Cost reduction rate by each condition 구분division 금액Price 일반기준차액General standard difference 절감율Reduction rate 일반Normal 19,033 19,033 -    - 00 50%치환50% substitution 13,922 13,922 5,110 5,110 26.9%26.9% 100%치환100% substitution 8,812 8,812 10,221 10,221 53.7%53.7%

위와 같이 각각 목표 강도를 유지할 수 있으면서 자재원가를 절감할 수 있는 최적의 배합설계 방안을 도출한다.It is possible to maintain the target strengths as described above, and to derive the optimum mixing design method that can reduce the material cost.

또한, 이와 같이 절감된 원가를 광촉매 자재 적용에 투입함으로써 기존 숏크리트 공법의 백화등의 단점을 보완하면서 광촉매에 의한 미세먼지 제거효과를 발휘하는 사면보강 뿐만 아니라 대기정화기능을 갖는 기능성 숏크리트 공법을 일반공법대비 동일 또는 낮은 가격으로 적용할 수 있다. In addition, by applying the cost thus reduced to the application of photocatalyst material, the functional shotcrete method with atmospheric purification function as well as the slope reinforcement which exhibits the fine dust removal effect by the photocatalyst while compensating the disadvantage of the conventional shotcrete method, The same or lower price can be applied.

이상에서 본 발명의 바람직한 실시예에 대하여 상세하게 설명하였지만 본 발명의 권리범위는 이에 한정되는 것은 아니고 다음의 청구범위에서 정의하고 있는 본 발명의 기본 개념을 이용한 당업자의 여러 변형 및 개량 형태 또한 본 발명의 권리범위에 속하는 것이다.While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments, Of the right.

Claims (1)

숏크리트에 배합되는 배합자재로서,
시멘트, 미분말 슬러지, 순환골재, 모래, 굵은골재를 포함하고,
숏크리트 표면처리 배합자재로서
시멘트, 미분말 슬러지, 잔골재, 광촉매(TiO2)를 포함하는 재활용 골재 및 광촉매를 활용한 숏크리트 배합 설계 및 시공법.
As a blending material blended with shotcrete,
Cement, fine powder sludge, recycled aggregate, sand, coarse aggregate,
As a shotcrete surface treatment compounding material
Mixture design and construction method of shotcrete using recycled aggregate and photocatalyst including cement, fine powder sludge, fine aggregate, photocatalyst (TiO2).
KR1020170144636A 2017-11-01 2017-11-01 method for shotcrete mixing design and construction using recycled aggregate and photocatalyst KR20190049123A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020170144636A KR20190049123A (en) 2017-11-01 2017-11-01 method for shotcrete mixing design and construction using recycled aggregate and photocatalyst

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020170144636A KR20190049123A (en) 2017-11-01 2017-11-01 method for shotcrete mixing design and construction using recycled aggregate and photocatalyst

Publications (1)

Publication Number Publication Date
KR20190049123A true KR20190049123A (en) 2019-05-09

Family

ID=66546126

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020170144636A KR20190049123A (en) 2017-11-01 2017-11-01 method for shotcrete mixing design and construction using recycled aggregate and photocatalyst

Country Status (1)

Country Link
KR (1) KR20190049123A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111056794A (en) * 2019-12-17 2020-04-24 深圳市恒星建材有限公司 Ecological nano photocatalytic recycled concrete and preparation method thereof
CN112919864A (en) * 2021-03-08 2021-06-08 中交武汉港湾工程设计研究院有限公司 Recycled aggregate fiber reinforced shotcrete and preparation method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111056794A (en) * 2019-12-17 2020-04-24 深圳市恒星建材有限公司 Ecological nano photocatalytic recycled concrete and preparation method thereof
CN111056794B (en) * 2019-12-17 2021-11-30 深圳市恒星建材有限公司 Ecological nano photocatalytic recycled concrete and preparation method thereof
CN112919864A (en) * 2021-03-08 2021-06-08 中交武汉港湾工程设计研究院有限公司 Recycled aggregate fiber reinforced shotcrete and preparation method thereof

Similar Documents

Publication Publication Date Title
KR20190049123A (en) method for shotcrete mixing design and construction using recycled aggregate and photocatalyst
KR101795570B1 (en) Urgently Repair Material of Road Using Silicon Manganese Slag and Repairing Method Using the Same
KR102018780B1 (en) Grout composition for demolishing underground concrete structures and manufacturing method thereof
JP2003055025A (en) Hydrated hardened body
KR101363895B1 (en) Early strength cement concrete composite and early strength cement concrete and method of them and construction method of lateral ditch for road using them
WO2010147328A2 (en) Method for resurfacing concrete pavement using a ready mixed dry mortar
JPH1059756A (en) Water permeation rate and water retention value control material formed by using recycled aggregate and its production
KR100879247B1 (en) Manufacturing method of the high functional construction material using concrete waste
CN101475352A (en) Steel slag concrete formulation and concrete pavement construction method
JP4850777B2 (en) Method for producing steelmaking slag solidified body, and steelmaking slag solidified body
Al-Bared et al. Application of demolished concrete material (DCM) in civil engineering structures-a review
KR20160087125A (en) The manufacture method of the heat recycled asphalt mixture used recycled oil
JP2004345885A (en) Hydraulic composition, backfill material for ground using the same, non-high strength hardened part structural material and backfill process for excavated ground
Jain Possible ways of re-utilization of the construction and demolition wastes in various construction sectors
KR200385044Y1 (en) A Road Boundary Stone Unioned of a Steel Panel
JP2008267013A (en) Soil-based paving material
KR200413525Y1 (en) Pavement Material and Method for Paving by Using Same
KR100483492B1 (en) Manufacturing Method of Lightweight Foam Concrete for Backfilling of Cavities in Tunnel/Underground Structure using Stone Dust in Cake State
JP2005264455A (en) Underground cavity filling method and filler for underground cavity
JP2005041750A (en) Industrial waste regenerated aggregate and method of producing the same
KR100921937B1 (en) A low noise type paved lmc material composition
EP3799607B1 (en) A jointless concrete composite pavement
KR102492810B1 (en) Construction methods and production facilities of safe eco-friendly construction materials(filler material and ground improvement material) using low carbon green cement
JP2012092518A (en) Shape and joint keeping method for minimizing deviation in vertical and horizontal directions or lateral direction with respect to vertical load or inclined slope of concrete flat for pavement or interlocking block, method of turning loss cement and waste to be excessive during raw concrete manufacturing or on the spot into recycled aggregates, and legged reinforcing plate effective when adopting bricks, tiles or blocks
KR20220104892A (en) Composition for reinforcing soft ground, its manufacturing method and device, and construction method using the same