KR20030093056A - Paving technology and manufacturing method of porus concreate using recycled aggregate - Google Patents

Paving technology and manufacturing method of porus concreate using recycled aggregate Download PDF

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KR20030093056A
KR20030093056A KR1020020030941A KR20020030941A KR20030093056A KR 20030093056 A KR20030093056 A KR 20030093056A KR 1020020030941 A KR1020020030941 A KR 1020020030941A KR 20020030941 A KR20020030941 A KR 20020030941A KR 20030093056 A KR20030093056 A KR 20030093056A
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concrete
recycled aggregate
porous concrete
aggregate
recycled
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KR1020020030941A
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Korean (ko)
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오영수
신동진
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오영수
신동진
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Publication of KR20030093056A publication Critical patent/KR20030093056A/en

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    • AHUMAN NECESSITIES
    • A61MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61GTRANSPORT, PERSONAL CONVEYANCES, OR ACCOMMODATION SPECIALLY ADAPTED FOR PATIENTS OR DISABLED PERSONS; OPERATING TABLES OR CHAIRS; CHAIRS FOR DENTISTRY; FUNERAL DEVICES
    • A61G17/00Coffins; Funeral wrappings; Funeral urns
    • A61G17/08Urns
    • AHUMAN NECESSITIES
    • A61MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61GTRANSPORT, PERSONAL CONVEYANCES, OR ACCOMMODATION SPECIALLY ADAPTED FOR PATIENTS OR DISABLED PERSONS; OPERATING TABLES OR CHAIRS; CHAIRS FOR DENTISTRY; FUNERAL DEVICES
    • A61G17/00Coffins; Funeral wrappings; Funeral urns
    • A61G17/007Coffins; Funeral wrappings; Funeral urns characterised by the construction material used, e.g. biodegradable material; Use of several materials
    • 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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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Animal Behavior & Ethology (AREA)
  • General Health & Medical Sciences (AREA)
  • Public Health (AREA)
  • Veterinary Medicine (AREA)
  • Road Paving Structures (AREA)

Abstract

PURPOSE: Provided is a method for producing and paving a porous concrete by using one component reclaimed aggregate, which secures the stability of aggregate, improves the concrete quality, simplifies the processing steps and increases the surface strength. CONSTITUTION: The method for producing and paving a porous concrete comprises the steps of: grinding waste concrete to discriminate the particles in which 90-100% of particles pass the sieve size of 20 mm, 20-55% of particles pass the sieve size of 10 mm, 0-10% of particles pass the sieve size of 5 mm and 0-5% of particles pass the sieve size of 2.5 mm, according to KSF 2573 defining the quality of a reclaimed aggregate by the ratio of particles passing the sieve size of 25 mm, 20 mm, 10 mm, 5 mm and 2.5 mm; selecting the aggregates having the absorption of less than 2%, the specific gravity of greater than 2.6, the wear rate of less than 25% and the particle shape judging the volume ratio of greater than 55%; and pre-wetting the selected aggregates to correct the absorption.

Description

1종 재생골재를 이용한 포러스 콘크리트의 제조 및 포장기술{Paving technology and manufacturing method of porus concreate using recycled aggregate}Paving technology and manufacturing method of porus concreate using recycled aggregate}

본 발명은 재생골재를 이용한 포러스 콘크리트의 제조방법 및 보수 보강에 관한 것으로 종전의 콘크리트용 재생골재 2종을 이용하여 25mm 및 8mm 재생골재를 이용한 포괄적 개념의 재활용제품의 품질적 기준의 문제점을 극복하고 기존 포러스 콘크리트의 문제점인 강도의 보강과 투수계수의 증대 및 에폭시 수지의 코팅으로 2종 재생골재의 흡수율을 보정하는 과정을 재생골재의 선별사용과 표면수율의 조정 및 에폭시 배합, 코팅으로 제조하는 방법에 관한 것이다.The present invention relates to the production method and repair reinforcement of porous concrete using recycled aggregates, and overcomes the problems of the quality standards of comprehensive products recycled using 25mm and 8mm recycled aggregates using two types of recycled aggregates for concrete. The method of manufacturing the recycled aggregates, adjusting the surface yield and mixing epoxy, and coating the process of correcting the absorption rate of two kinds of recycled aggregates by reinforcing strength, increasing permeability coefficient, and coating of epoxy resin, which are problems of existing concrete concrete It is about.

일반적으로 현재 유통되는 재활용 골재를 이용한 포러스 콘크리트는 전국적으로 발생량이 극히 미미한 8mm골재를 이용하고 있으며, 10mm 단입도 포러스 콘크리트는 골재생산의 복잡한 과정, l3mm 골재의 입도 범위의 포러스 콘크리트는 입도범위와 제품의 강도 문제가 가장 취약한 문제로 나타나고 있다.In general, the porous concrete using recycled aggregates currently in use uses 8mm aggregates which are extremely small in the nation, and 10mm single-grained porous concrete is a complicated process of aggregate production, and porous concrete with l3mm aggregate particle size ranges and products. The problem of strength is one of the most vulnerable problems.

또한 표면의 물성과 내후성을 확보하는 에폭시 수비에 대한 명확한 부분이 명시되어 있지 않고 있다.In addition, there is no clear section on the epoxy defense to secure the physical properties and weather resistance of the surface.

따라서 상기와 같은 문제점을 해소하기 위하여, 본 발명의 목적은 포러스 콘크리트의 골재를 한국산업규격에서 규정하는 1종 재생골재를 사용하여 골재의 안정성을 확보하고, 입도범위를 20mm와 10mm이하의 현실적 생산 골재범위로 배합하여 골재 수급의 윈활성과 최근 변화되고 있는 골재 치수의 조정을 적용하여 품질적 안정성을 도모하고, 재활용골재를 1종으로 개선 선별된 골재를 사용함에 따라 콘크리트 품질 향상은 물론 공정의 간소화를 이루며, 에폭시 성분과 배합을 포러스콘크리트의 표면강도 증진을 효과적으로 증대 하고자 1종 재생골재를 이용한 포러스 콘크리트의 제조 및 포장기술을 제공하는 것이다.Therefore, in order to solve the above problems, an object of the present invention is to secure the stability of the aggregate using the first recycled aggregate prescribed in the Korea Industrial Standard for aggregate aggregates of porous concrete, the actual production of the particle size range 20mm and less than 10mm Improved quality by applying the aggregate activity of the aggregate supply and the adjustment of the recently changed aggregate dimensions and improving the recycled aggregate into one type. In order to simplify and to effectively increase the surface strength of the porous concrete with epoxy components and formulations, it is to provide the production and packaging technology of the porous concrete using one recycled aggregate.

상기의 목적을 달성하기 위하여, 본 발명은 본 발명은 현재 생산되는 재생골재의 일반적 입도분포를 이용하여 수급의 용이성 및 기술의 파급성을 도모하고 최근들어 각종 콘크리트 구조물내에서의 작업성 및 강도의 증진성을 위하여 골재의 최대 치수를 20mm로 하향조정하는 기술성을 수용하여 제품의 내구성 및 품질의 균질성을 확보한 포러스 콘크리트를 제조하는데 있다. 또한, 포러스 콘크리트에서 가장 문제시되는 골재의 안정성을 확보하기 위하여 골재 표면에 부착된 미분의 제거를 위해 기 출원된 폭기수조를 이용한 골재의 표면 세척과 골재의 배합시 프리웨팅을 통한 흡수율의 따른 균열과 포러스 콘크리트의 품질적 안정성을 도모하고자 한다.In order to achieve the above object, the present invention uses the general particle size distribution of the recycled aggregate currently produced to facilitate the supply and demand of the technology and in recent years to improve the workability and strength in various concrete structures It is to manufacture porous concrete that secures the durability and quality homogeneity of products by accepting the technology of adjusting the maximum dimension of aggregate to 20mm for the sake of performance. In addition, in order to secure the stability of aggregate, which is the most problematic in porous concrete, the surface of the aggregate using the aeration tank applied for the removal of fine powder adhered to the aggregate surface and cracks due to the absorption rate through prewetting during mixing of the aggregate and To improve the quality stability of porous concrete.

본 발명은 콘크리트 구조물로부터 선별된 콘크리트 괴 로부터 이를 분쇄하고표면의 분쇄 미분을 폭기수조로 부터 제거하고 생산된 흡수율 2%이하, 비중 2.6이상, 마모율 25%이하의 양질의 재생 1종 골재를 사용하고 물, 시멘트, 안료 및 혼화재 등을 혼합하여 보 차도 포장용 시멘트 콘크리트를 제조하는 것이다.The present invention is to crush it from the concrete ingots selected from the concrete structure and to remove the surface pulverized fine powder from the aeration tank, using a high-quality recycled one aggregate with less than 2% absorption rate, specific gravity more than 2.6, wear rate less than 25% Water, cement, pigments and admixtures are mixed to produce cement concrete for paving.

이하 본 발명을 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail.

본 발명은 해체된 콘크리트 구조물로부터 발생된 콘크리트 괴로부터 포러스 콘크리트 도로포장의 골재로 재활용하기 위한 것으로, 표면의 미세분말을 제거하여 흡수율을 안정시킨 재생 1종 골재를 기본 골재로 삼되, 여기에 시멘트를 투입하고, 또한 품질 향상을 위하여 물이나 안료 및 혼화재료를 투입하여 제조된 포러스 콘크리트를 제조하는 방법으로 다음과 같이 4가지 공정으로 이루어 진다.The present invention is to recycle from the concrete ingot generated from the dismantled concrete structure to aggregate of the road concrete for paving concrete, and the recycled one aggregate which stabilizes the absorption rate by removing the fine powder of the surface as the basic aggregate, cement In order to improve the quality of the production of the porous concrete produced by adding water or pigments and mixed materials, it consists of the following four processes.

제1공정 : 1종 재생 골재의 생산 및 프리 웨팅 공정Step 1: Production and pre-wetting process of 1 type recycled aggregate

폐콘크리트를 KS F 2573(콘크리트용 재생골재)의 1종의 입도규격으로 분쇄하여 이를 폭기수조를 통하여 골재 표면에 부착된 미세분말을 제거하는 공정이다. 또한 배합에 앞서 열화된 골재의 높은 흡수율을 조정하기 위하여 골재 표면에 수분을 살수하여 작업성을 확보한는 공정이다. 이때 KS F 2573(콘크리트용 재생골재) 1종의 품질 규격을 만족하는 골재중 본 발명에 사용되는 골재의 품질은 표 1과 같고, 용도별 입도 분포는 표 2와 같다.The waste concrete is pulverized to one type of particle size standard of KS F 2573 (recycled aggregate for concrete), and it is a process of removing fine powder attached to aggregate surface through aeration tank. In addition, in order to adjust the high absorption rate of the degraded aggregate prior to blending, it is a process of spraying water on the surface of the aggregate to ensure workability. At this time, among the aggregates satisfying the quality standards of KS F 2573 (concrete recycled aggregates), the quality of the aggregates used in the present invention is shown in Table 1, and the particle size distribution for each use is shown in Table 2.

표 1. 1종 재활용 골재의 품질Table 1. Quality of Type 1 Recycled Aggregate

표 2. 1종 재활용 골재를 이용한 포러스 콘크리트의 종류별 입도분포Table 2. Particle Size Distribution by Type of Porous Concrete Using 1 Type of Recycled Aggregate

제2공정 : 시멘트 투입공정Second Process: Cement Input Process

전기 공정에서 제품에 품질에 결정적 조정인자인 재생골재 표면의 미분을 효과적으로 제거하고 흡수율을 관리하기 위하여 프리웨팅한 재생골재에 시멘트 280~350kg/m²를 투입하여 혼합하는 공정이다. 시멘트를 먼저 투입하는 것은 건비빔을 통하여 강도의 발현이 골재와 골재의 계면가 부착의 정도에 결정되고 이를 통한 공극율의 확보가 용이하기 따문이다.In the electric process, cement is mixed with 280 ~ 350kg / m² of prewet recycled aggregate in order to effectively remove fine powder from the surface of recycled aggregate, which is a crucial adjustment factor for the quality, and to manage the absorption rate. The cement is first injected because the strength is determined by the level of adhesion between the aggregate and the aggregate through the dry beam and the porosity is easily secured.

제3공정 : 잔골재, 물, 혼화재료 등을 투입하는 공정3rd process: process to input fine aggregate, water, mixed materials

1종재생골재와 시멘트로 건비빔한 믹서에 잔골재, 안료, 물, 혼화재료를 혼입하여 보차도용 포러스 콘크리트를 완성하는 공정이다. 일반적으로 한국산업규격에서는 포장용 골재의 품질기준을 마모율 40%이하로 규정하고 있으나, 이는 최저치로 실제 골재의 마모율이 40%에 이르는 골재는 골재로서의 기능을 상실한다. 따라서 본 발명에서는 마모율을 25% 이하로 규정하였다.It is a process to finish the porous concrete for sidewalks by incorporating fine aggregate, pigment, water, and miscible materials into a mixer mixed with 1 type recycled aggregate and cement. In general, the Korean Industrial Standard stipulates the quality standards for packaging aggregates with a wear rate of 40% or less. However, this is the lowest level, and aggregates with a wear rate of 40% or more are lost as aggregates. Therefore, in the present invention, the wear rate is defined as 25% or less.

사용수는 완성된 포러스 콘크리트의 슬럼프가 0∼5cm이하가 되도록 물-시멘트비를 25∼40%범위로 하여 강도발현을 유도하는 것이 바람직하다.The number of water used is preferably inducement of strength by setting the water-cement ratio in the range of 25 to 40% so that the slump of the finished porous concrete is 0 to 5 cm or less.

특히 제안된 슬럼프의 경우 작업성의 문제를 고성능 유동화 감수재를 사용하여 보정하도록 하였다.Especially for the proposed slump, the workability problem is corrected by using high performance fluidization sensitizer.

제4공정 : 수용성 에폭시수지 도포 공정4th process: water soluble epoxy resin application process

상기 공정 후 완성된 포러스 콘크리트를 포설한 뒤, 완전 건조하고 제품의 내구성을 확보하기 위하여 상부 표면의 결합력 확보와 색상 발현을 위하여 이액형 수용성 에폭시계열의 수지를 살포하는 공정이다.After laying the finished concrete after the above process, it is a process of spraying a two-component water-soluble epoxy resin in order to secure the bonding strength and color expression of the upper surface in order to completely dry and ensure the durability of the product.

본 발명에서 사용되는 수용성 에폭시 수지는 기존의 에폭시 수지와 달리 에피크로 히드린과 비스훼놀A에서 응축한 새로운 특수 에폭시화합물과 변성제를 기술 연구하여 중합시킨 제품으로 토목건축의 콘크리트 구조물의 접착방수 균열보수, 방청라이닝 등과 전기, 전자공업의 주형, 함침에 사용할 뿐 아니라 금속, 목재, 유리, 도자기등의 접착력이 강인하고 내마모성, 내충격성, 내후성, 내약품성이 높은 광범위한 특성을 가지고 있다.The water-soluble epoxy resin used in the present invention is a product obtained by polymerizing new special epoxy compounds and modifiers condensed in epichlorohydrin and bisfenol A, unlike conventional epoxy resins, and polymerizing them. Adhesive waterproof crack repair of concrete structures of civil construction It is not only used for molds and impregnations in electrical and electronic industries, but also for rustproof linings, and has a wide range of properties such as strong adhesion to metals, wood, glass, ceramics, etc. and high wear resistance, impact resistance, weather resistance, and chemical resistance.

전기 공정들에 의해 생산 및 시공된 포러스 콘크리트는 한국산업규격에서 규정한 강도 값을 충족하고 있다. 또한 종전 제품과 달리 슬럼프를 5cm이하로 조정하여 안정한 제품 관리가 용이하여 덤프 트럭을 이용하여 운반 할 수 있다.The porous concrete produced and constructed by the electrical processes meets the strength values specified in the Korean Industrial Standard. In addition, unlike conventional products, the slump is adjusted to 5 cm or less, so that stable product management is easy, and it can be transported using a dump truck.

이와 같이 운반된 포러스 콘크리트는 포설전에 기층면과 경계석 등 자재와 접하는 면을 습윤 상태가 되도록 충분히 살수하여 투수콘크리트의 수분 손실을 방지하며, 재료분리가 발생되지 않도록 유의하여 인력 또는 장비로 포설한다.The transported porous concrete is sprayed with water enough to be wetted with the surface contacting materials such as base and boundary stones before laying, and prevents water loss of the permeable concrete and installs it by manpower or equipment with care not to cause material separation.

표층 포장체는 교통 하중과 환경의 직접적인 영향을 받을 수 있으므로 시공시 균질하고 치밀하여야 하며, 교통 차량을 직접 주행시키기 위한 충분한 평탄성을 갖추어야 한다.Surface pavement must be homogeneous and compact during construction because it can be directly affected by traffic loads and the environment, and must have sufficient flatness to drive traffic vehicles directly.

또한 포설시에는 균일한 높이를 유지하여야 한다. 다짐은 투수 공극 유지를 위하여 무진동으로 하며, 좌·우측의 외각부는 쐐기형으로 전압 마무리하며 표층의 평탄성과 치밀성을 위해 핸드로울러, 콤팩터 등의 사용으로 2∼8회 전압한다. (작업시 포설조와 마무리조와의 간격이 벌어지지 않도록 주의하여 시공하여야 한다)In addition, the level should be maintained at the time of laying. The compaction is vibration-free to maintain the permeability gap, and the left and right outer parts are wedge-shaped, and the voltage is 2 to 8 times by the use of hand rollers and compactors for flatness and compactness of the surface layer. (Be careful not to open the gap between laying tank and finishing tank during work)

[실시예]EXAMPLE

1종 재활용 골재를 KS F 2573(콘크리트용 재생골재)의 입도범위에 맞도록 입도 조정하고 재활용 골재(10mm) 포러스 콘크리트를 슬럼프 2cm이하의 저 슬럼프의 포러스 콘크리트를 제조하여 기본 보도용(자전거도로용) 1종 재활용 골재(10mm)를 이용하여 강도기준 l80kg/cm², 표면층은 7cm 로하여 포장하기로 한다.1 type recycled aggregate is adjusted to the particle size range of KS F 2573 (concrete recycled aggregate) and recycled aggregate (10mm) porous concrete is made of low slump porous concrete with slump of 2cm or less ) Using 1 type recycled aggregate (10mm), pack it with strength standard of l80kg / cm² and surface layer as 7cm.

본 실시예를 위하여 사용된 장비는 1) 분쇄기 : 폭기수조를 포함한 분쇄기기에서 위탁분쇄; 2) 이동식 생산 설비 50m³/hr; 3) 시공설비 : 턴뎀로라 1대, 아스콘용휘니셔 1대, 코팅분사기 1대이다.The equipment used for this embodiment includes: 1) grinder: consignment grinding in a grinder including an aeration tank; 2) mobile production equipment 50 m³ / hr; 3) Construction equipment: 1 turndem roller, 1 ascon finisher, 1 coating sprayer.

본 실시예를 위하여 준비한 재료는 1종 재생골재, 안료, 시멘트, 사용수, 고유동 감수재 및 에폭시수지인데 골재의 경우 전량 1종 재활용 골재를 사용하였고, 시멘트는 강도발현에 적합하도록 통상의 배합설계를 이용하여 계산된 양을 준비하였다.The materials prepared for this example are one type of recycled aggregate, pigment, cement, water used, high flow sensitizer, and epoxy resin. In the case of aggregate, all kinds of recycled aggregate was used. The calculated amount was prepared using the design.

본 실시예에서 사용된 재료들의 배합비는 표 3과 같다.The compounding ratio of the materials used in the present embodiment is shown in Table 3.

표 3.Table 3.

본 실시예에서 진행된 공정은 다음과 같다.The process carried out in this embodiment is as follows.

제1공정 : 폐콘크리트괴를 폭기수조를 보유한 분쇄공장에 위탁하여 분쇄 가공한 표 1의 적합하고록 1차 가공한후, 표 2의 RPC10의 입도에 맞도록 2차가공하고 흡수율 보정을 위하여 프리웨팅하여 이동식 생산 설비에 투입하였다.1st process: After the waste concrete ingot is charged to the crushing plant with the aeration tank, the suitable green and primary processing of Table 1 is processed, and then the secondary processing is made to meet the particle size of RPC10 in Table 2 and free to correct the absorption rate. Wetting was put into a mobile production facility.

제2공정 : 1종 재생골재 1,640kg과 시멘트 280kg을 투입하여 건비빔 하였다.Second process: 1,640 kg of recycled aggregate of 1 type and 280 kg of cement were added to dry beam.

제3공정 : 전기공정에 안료 10kg, 사용수 110kg과 혼화재료 1.51kg을 투입하여 혼합하였다.Third step: 10 kg of pigment, 110 kg of water and 1.51 kg of mixed material were added to the electric process and mixed.

제4공정 : 전기공정에서 생산된 포러스 콘크리트의 슬럼프는 5cm 이하이므로 덤프트럭을 이용하여 운반하고 현장에서 포설하였다. 현장에서 포설함에 있어서는 콘크리트를 휘니셔로 포설하고 로라로 다짐하여 기층용으로 7cm 포장하고 그 상부에 표층용 포러스 콘크리트를 7cm 가 되도록 포설하였다.4th step: Since the slump of the porous concrete produced in the electric process is 5cm or less, it was transported using a dump truck and laid in the field. In laying on the site, concrete was installed with a finisher, compacted with a roller, paved with 7 cm for the base layer, and 7 cm of surface concrete was laid thereon.

제5공정 : 표층용 포러스 콘크리트가 양생이 종료된 후 표면에 이액형 수용성 에폭시 수지를 분사하여 보도용 도로 포장을 완성하였다.5th step: After curing of surface concrete, the two-part water-soluble epoxy resin was sprayed on the surface to complete the pavement.

본 실시예에 의하여 완성된 포러스 콘크리트의 품질을 검사하여 그 결과를 표 4에 나타내었다.Inspecting the quality of the porous concrete completed by the present embodiment and the results are shown in Table 4.

표 4Table 4

표4에서 보듯이 본 실시예에 의한 1종 재활용 골재를 이용한 포러스 콘크리트로 포장된 도로의 품질은 표준 규격을 상회하는 것을 알 수 있다.As shown in Table 4, it can be seen that the quality of the road paved with porous concrete using the first recycled aggregate according to the present embodiment exceeds the standard specification.

본 발명은 1종 재생골재를 일부의 전처리하여 포장재료의 원재료로 사용할 수 있게 함으로써 생산된 재생골재의 원활한 유통망을 구축하여 효율적 자원관리 및 재활용 효과를 극대화 할 수 있으며, 보다 효율적인 기술 파급효과를 기대할 수 있다.The present invention can be used as a raw material for packaging materials by pre-treating some recycled aggregates to build a smooth distribution network of the produced recycled aggregates to maximize the efficient resource management and recycling effect, and to expect more effective technology ripple effect Can be.

Claims (5)

폐콘크리트를 분쇄하여 KSF 2573(콘크리트용 재생골재)의 25mm, 20mm, 10mm, 5mm, 2.5mm의 입자, 20mm에서 90~100%통과하고, 10mm에서 20~55% 통과하며, 5mm에서 0∼10% 및 2.5mm에서 0∼5% 통과하는 입자로 분류하는 공정;Pulverized concrete is passed through 25mm, 20mm, 10mm, 5mm, 2.5mm particles, 90 ~ 100% at 20mm, 20 ~ 55% at 10mm, 0 ~ 10 at 5mm of KSF 2573 (recycled aggregate for concrete) Sorting into particles passing 0 to 5% at% and 2.5 mm; 전기 공정의 입자중에서 흡수율 2%이하, 비중 2.6이상, 마모율 25%이하 및 입자모양 판정 실적율 55%이상의 골재를 선별하는 공정 및 흡수율 보정을 위하여 프리웨팅하는 공정을 특징으로하는 1종 재생골재를 이용한 포러스 콘크리트의 제조 및 포장기술.One type of recycled aggregate is characterized by the process of screening aggregates with an absorption rate of 2% or less, a specific gravity of 2.6 or more, a wear rate of 25% or less, and a particle shape determination performance rate of 55% or more, and a process of prewetting to correct the absorption rate. Manufacturing and paving technology of porous concrete. 제1항에 있어서, 분류 및 선별된 1종 재활용 골재를 사용수, 시멘트, 고성능 유동화감수제 및 안료를 배합하여 포러스 콘크리트를 생산하고, 이를 통상에 방법에 의거 포설하고 양생한 후 이액형 수용성 에폭시 수지를 1a당 3.3 kg을 두께 0.5mm살포하여 건조시키는 공정;According to claim 1, the recycled aggregates are sorted and selected by using water, cement, high-performance fluidizing agent and pigments to produce a porous concrete, which is conventionally laid and cured according to the method, two-component water-soluble epoxy resin Spraying 3.3 kg per 1 a thickness of 0.5 mm in thickness to dry; 전기 공정의 이액형 수용성 에폭시 수지에서 방향성 탄화수소, 케톤, 반응성 희석제를 주원료로 한 EPOXY 수지를 주제로하고로 폴리아마이드수지, 지방족 폴리아민, 방향족 탄화수소를 주원료로하는 경화제로 주제와 경화제의 배합비가 1:1(wt%) 인 수지을 특징으로하는 1종 재생골재를 이용한 포러스 콘크리트의 제조 및 포장기술.In the two-component water-soluble epoxy resin of the electric process, the main ingredient is a hardener mainly composed of aromatic hydrocarbons, ketones, reactive diluents, and polyamide resins, aliphatic polyamines, and aromatic hydrocarbons. Production and packaging technology of porous concrete using 1 type recycled aggregate characterized by 1 (wt%) resin. 제1항에 있어서, 1종 재활용골재를 이용한 포러스 콘크리트의 입도분포가 13mm에서 100%통과하고, 10mm에서 90∼100%통과하고, #4에서 40∼80%통과하고, #10에서 0∼10%통과하는 입도분포를 가지는 콘크리트 포장방법을 특징으로 하는 1종 재생골재를 이용한 포러스 콘크리트의 제조 및 포장기술.The particle size distribution of porous concrete using one recycled aggregate is 100% at 13 mm, 90 to 100% at 10 mm, 40 to 80% at # 4, and 0 to 10 at # 10. Production and packaging technology of porous concrete using one type of recycled aggregate characterized by the concrete pavement method having a particle size distribution passing by%. 제1항에 있어서, 1종 재활용골재를 이용한 포러스 콘크리트의 입도분포가 25mm에서 100%통과하고, 20mm에서 90∼100% 통과하고, 10mm에서 20∼60%통과하고, #4에서 0∼30%통과하고, #10에서 0∼10%통과하고, #40에서 0∼5%통과하는 입도분포를 가지는 콘크리트 포장방법을 특징으로하는 1종 재생골재를 이용한 포러스 콘크리트의 제조 및 포장기술.The particle size distribution of the porous concrete using the first recycled aggregate passes through 100% at 25 mm, 90 to 100% at 20 mm, 20 to 60% at 10 mm, and 0 to 30% at # 4. Production and packaging technology of porous concrete using one type of recycled aggregate, characterized by a concrete pavement method that passes through, passes through 0-10% at # 10 and passes through 0-5% at # 40. 제1항에 있어서, 1종 재활용골재를 이용한 포러스콘크리트의 물성 개선을 위하여 화학적으로 과산화 수소 용액을 살포하거나, 물리적 방법으로 고압살수포, 고압수와 흡입을 병행하거나, 살수와 흡입을 병행하거나, 압축공기와 흡입을 병행하거나, 압축공기를 이용하여 포러스 콘크리트의 물성을 보수·유지하는 방법을 특징으로하는 1종 재생골재를 이용한 포러스 콘크리트의 제조 및 포장기술.The method according to claim 1, wherein the hydrogen peroxide solution is chemically sprayed to improve the physical properties of the porous concrete using one recycled aggregate, a high-pressure sprayer, a high-pressure water and inhalation are performed in parallel, Production and packaging technology for porous concrete using one type of recycled aggregate, characterized by a method of repairing and maintaining the physical properties of the porous concrete in parallel with suction or compressed air.
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KR100706636B1 (en) * 2006-12-08 2007-04-13 주식회사 세진로드 High speed hardening epoxy resin concrete for the use of a paving bridge
KR100755202B1 (en) * 2006-12-08 2007-09-04 주식회사 세진로드 Pavement for using first class reproduction aggregate and fabrication method thereof
KR200453802Y1 (en) * 2009-10-16 2011-06-01 김형락 An apparatus for raising a mudfish

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JPH0977548A (en) * 1995-09-18 1997-03-25 Daito Japan Kk Water permeable and holding material using concrete fragment as aggregate and its production
KR970021514A (en) * 1997-02-13 1997-05-28 최영길 Manufacturing method of concrete pavement and sidewalk block using waste concrete
KR980009163A (en) * 1996-07-18 1998-04-30 임남웅 Cement mortar mixed with industrial by-products and waste concrete Concrete using recycled aggregate
JP2001039746A (en) * 1999-05-27 2001-02-13 Denki Kagaku Kogyo Kk Cement admixture, cement composition containing the same and concrete using the same composition
KR100324250B1 (en) * 1999-12-02 2002-02-25 황익현 A method of paving porous concrete with patterns

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0977548A (en) * 1995-09-18 1997-03-25 Daito Japan Kk Water permeable and holding material using concrete fragment as aggregate and its production
KR980009163A (en) * 1996-07-18 1998-04-30 임남웅 Cement mortar mixed with industrial by-products and waste concrete Concrete using recycled aggregate
KR970021514A (en) * 1997-02-13 1997-05-28 최영길 Manufacturing method of concrete pavement and sidewalk block using waste concrete
JP2001039746A (en) * 1999-05-27 2001-02-13 Denki Kagaku Kogyo Kk Cement admixture, cement composition containing the same and concrete using the same composition
KR100324250B1 (en) * 1999-12-02 2002-02-25 황익현 A method of paving porous concrete with patterns

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100706636B1 (en) * 2006-12-08 2007-04-13 주식회사 세진로드 High speed hardening epoxy resin concrete for the use of a paving bridge
KR100755202B1 (en) * 2006-12-08 2007-09-04 주식회사 세진로드 Pavement for using first class reproduction aggregate and fabrication method thereof
KR200453802Y1 (en) * 2009-10-16 2011-06-01 김형락 An apparatus for raising a mudfish

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