• 제목/요약/키워드: hardening agent

검색결과 87건 처리시간 0.026초

초지연제 혼입률에 따른 저발열 콘크리트의 양생온도별 기초물성평가 (Fundamental Properties of Low-Heat Concrete According to the Mixing Rate of Super Retarding Agent)

  • 박병주;최윤호;현승용;김종;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2020년도 봄 학술논문 발표대회
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    • pp.90-91
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    • 2020
  • As the construction site has become narrower recently, the importance of mass concrete is naturally being highlighted as skyscrapers become popular. However, it is not possible to install the entire volume per day if the mass concrete is installed due to the Remicon 8⦁5 system and the 52-hour workweek system. When the mass concrete base is divided into several days, cold joints occur because the consolidation of joints is not integrated due to different degree of hardening in the case of the previous layer and the next day. As a result, existing research has shown that if super retarding agent are mixed into Ready Mixed Concrete (hereinafter referred to as Remicon) using sugar as a raw material to delay the curing time of concrete, cold joints are inhibited and cracks are inhibited by reducing the initial hydration heat.

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준설토와 친토양 경화재 혼합지반의 일축강도특성 (Characteristics of Unconfined Compressive Strength of Dredged Clay Mixed with Friendly Soil Hardening Agent)

  • 오세욱;연용흠;권영철
    • 한국지반환경공학회 논문집
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    • 제17권10호
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    • pp.73-81
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    • 2016
  • 선진국에서는 준설토의 고함수비 특성을 제어하기 위해 다양한 고화제를 이용하는 공법을 개발하고 있으며 이 중 점토에 시멘트를 혼합하는 방법은 주로 심층혼합공법 등 연약지반의 개량공법으로 사용되어 왔다. 그러나 이에 관련된 연구는 고화제가 10% 전후의 혼합률을 갖고 있으며 이러한 혼합점토의 단기적인 특성에 대한 실험적 구명에 집중되어 왔다. 본 연구에서는 연약지반의 개량공법 적용 시 준설점토를 시멘트와 친토양 경화재로 고결시켜 장비의 주행성을 확보할 목적으로 시멘트와 친토양 경화재(NSS)를 혼합교반 하였다. 이를 바탕으로 원지반의 건조중량 대비 시멘트, NSS의 혼합비 및 양생기간(7일, 14일, 28일)에 따른 개량토의 일축압축강도 특성을 규명하고자 하였으며, 준설토 재활용을 위한 기술개발을 위하여 경량화제를 첨가하지 않은 시멘트혼합처리 방법과 친토양 경화재인 NSS를 혼합한 지반의 강도특성을 제공함으로써 차후 연약지반 개량을 위한 장비의 주행성을 확보하는데 연구의 목적을 두었다.

산업부산물을 이용한 비소성 고화제 혼합토의 역학적 특성 (Engineering Characteristics of Non-sintering Binder-stabilized Mixture using Industrial By-Products)

  • 윤대호;문경주;김윤태
    • 한국해양공학회지
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    • 제28권2호
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    • pp.140-146
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    • 2014
  • This study investigated the engineering characteristics of non-sintering binder-stabilized mixtures consisting of different ratios of a hardening agent(3%, 6%, 9%, 12%) for recycling industrial by-products through several series of laboratory tests. The hardening agents consisted of two kinds of non-sintering binders(NSB-1, NSB-2), which were developed by using inter-chemical reactions among blast furnace slag, phospho-gypsum, and an alkali activator. In addition, ordinary Portland cement(OPC) was used to compare the engineering characteristics of the stabilized mixture. An unconfined compressive test showed that the unconfined compressive strength increased with the curing time and mixing ratio. Experimental test results indicated that the 7-day strength of the NSB-1 mixture was similar to that of the OPC mixture. However, its 28-day strength was higher than that of the OPC mixture. The secant module of elasticity showed a range of $E_{50}=(42-109)q_u$ regardless of the agents. Based on the results of triaxial tests, the cohesion and friction angle increased with the mixing ratio.

프리캐스트 슬래브 궤도용 시멘트-아스팔트 유제 혼합 모르타르 충전재의 온도변화에 따른 물리적 특성 (Physical Properties according to Temperature Change of the Cement-Asphalt Mortar for Precast Slab Track)

  • 오수진;이후삼;장승엽;정용;정영민;윤섭
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.1273-1278
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    • 2007
  • The cement-asphalt mortar is a mixture of cement and asphalt emulsion, and is utilized as a underpouring materials for the railway track which is used to fill under slab panel space so as to provide a stabilized track support and a tool for reduction of noise and vibration. To increase the workability of grouting, this study investigates the effect of temperature on cement-asphalt mortar by analyzing its physical and mechanical properties before/after hardening according to the temperature (10, 15, 20, 25, $30^{\circ}C$). According to the test results, it is found that as for the physical property of fresh cement-asphalt mortar the more mixture temperature become higher or lower, the more fluidity become worse. But by increasing reducing agent amount and its unit quantity, the required fluidity is met. The compressive strength as physical property of hardened cement-asphalt mortar become lower when temperature is lower but taking it by and large the physical properties of cement-asphalt mortar before/after hardening aren't so affected by temperature and well satisfy the requirement. And it has proved that rate of expansion and freezing and thawing resistance aren't affected by temperature.

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비경화성 점착 방수제와 보강메쉬를 이용한 지하 외방수 공법에 관한 연구 (A Study on the Outside Waterproof Method of Ground using Wire-mesh and Non-hardening Viscosity WaterproofBusiness)

  • 문유석;이신춘;권기주;오상근
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
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    • pp.213-217
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    • 2009
  • Underground structures are built into concrete like a architecture and public works. Concrete has watertightness as such, But buildings are leaking from the cracks. Recently, construction method do a lot of close construction in the downtown area. So architects are using the method for the outer layer of a two-layer wall to save spaces. They have been using Top-down method and waterproof agent method and others to outer layer of a two-layer wall method. But, There are many leakage in underground structure from lack on requirements performance of materials. Therefore, I hope to test the outside Waterproof Method of Ground using Wire-mesh and Non-hardening Viscosity Waterproof. In addition to, I wish to apply as outside waterproof method for the section for the outer layer of a two-layer wall in underground structure.

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폐스티로폼과 조강시멘트를 혼입한 경량기포콘크리트의 특성 (Properties of Lightweight Foamed Concrete with Waste Styrofoam and Crude Steel Cement)

  • 박채울;이상수
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2020년도 봄 학술논문 발표대회
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    • pp.77-78
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    • 2020
  • In Korea, more than 30,000 tons of waste Styrofoam are produced every year. Styrofoam is spent more than 500 years decomposing during the reclamation process, so it needs to be recycled. The recycling rate of waste styrofoam continues to be the third highest in the world, but it is lower than that of Germany and Japan. Therefore, measures are needed to increase the recycling rate of waste Styropol. Another problem is that cement is mainly used in existing lightweight foam concrete. However, large amounts of CO2 from cement-producing processes cause environmental pollution. Currently, Korea is increasing its greenhouse gas reduction targets to cope with energy depletion and climate change, and accelerating efforts to identify and implement reduction measures for each sector. In 2013 alone, about 600 million tons of carbon dioxide was generated in the cement industry. Therefore, this study replaces CO2 generation cement with furnace slag fine powder, uses crude steel cement for initial strength development of bubble concrete, and manufactures hardening materials to study its properties using waste styrofoam. As a result of the experiment, the hardening agent replaced by micro powder of furnace slag was less intense and more prone to absorption than cement using ordinary cement. Further experiments on the segmentation and strength replenishment of furnace slag are believed to contribute to the manufacture of environmentally friendly lightweight foam concrete.

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W/C 변화에 따른 수중불분리 콘크리트의 기초특성에 관한 실험적 연구 (An Experimental Study on the Fundamental Characteristics of Antiwashout Underwater Concrete with Variation of Water-cement Ratio)

  • 김명식;어영선;윤재범;이상명
    • 콘크리트학회논문집
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    • 제11권4호
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    • pp.21-29
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    • 1999
  • In this study, an experiment was performed to analyze the influence of water-cement ratio on the fundamental characteristics of antiwashout underwater concrete using blended sand (sea sand:river sand = 1:1). The water-cement ratio (45%, 50%, 55%, 60%), andtiwashout underwater agent contents (0.82%, 1.00%, 1.14% of water contents per unit volume of concrete), and superplasticizer contents (1.5%, 2.0%, 2.5% of cement contents per unit volume of concrete) were chosen as the experimental parameters. The experimental results show that the underwater segregation resistance, unit weight of hardening concrete and compressive strength were increased as the water-cement ratio decreased and as the antiwashout underwater agent contents increased. On the other hand, the flowability(slump flow) was increased to the 55% of the increase of water-cement ratio, however, it was decreased at the ratio of 60%. From this study, the antiwashout underwater concrete can potentially be used as a materials underwater work of ocean if the water-cement ratio and chemical admixture contents for the suitable balance between cost and performance are properly selected.

분산제 특성에 따른 UV 경화형 Ag Paste의 물성 연구 (A Study on Properties of UV-Curing Silver Paste by Dispersing Agent Characteristic)

  • 손민정;남수용;김성빈
    • 한국인쇄학회지
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    • 제30권2호
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    • pp.59-68
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    • 2012
  • As one of the eletronic device industries has been developed by using a recent printing method, the consumption of Ag paste has been on the rise as well. The printing method has simple processes in comparison with other methods. Also it enables to be large-scaled and to lower price ranges. If UV curing system would be applied to the printing method, energy consumption and dangerousness from curing system can be minimized in a short period of time so that its method can be more eco-friendly. This study conducted an experiment in order to make UV curing Ag paste which is feasible to implement micro patterns with different dispersing agents. The purpose of the study is to analysis the suitable printability for micro pattern and to test dispersibility, hardening properties, conductivity and adhesive stength by measuring viscosity, TI(thixotropy index), G', G", $tan{\delta}$(G"/G') after making paste. We have experimented with four dispersing agents. After We did an analysis of characteristic of rheology, conductivity and adhesive stength, etc, We confirmed that the paste added FP 3060 has excellent dispersibility, conductivity and adhesive stength. If the paste has excellent dispersibility, we will expect that micro pattern is made by that.

천연섬유강화 폴리머 복합재료의 압축강도 특성 (Compressive Strength of Natural Fiber Reinforced Polymer Composites)

  • 송준희;문상돈;김유경;김홍건
    • 한국생산제조학회지
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    • 제19권1호
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    • pp.140-144
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    • 2010
  • In recent years there has been a growing interest for the use of natural fibers in composite applications due to their low cost, environmental friendliness, and good mechanical properties. The purpose of this study is to determine the characteristic of bending strength on bamboo fiber reinforced polymer composites. The parameters of RTM process depend on the weight ratio of bamboo fiber and resin, the number of bamboo ply and amount of hardening agent. Besides the existence of pore in composites according to vacuum time investigated a effect on mechanical properties of reinforced polymer composites. Test result shows that compressive strength was a maximum(approximately 1,840kgf/$cm^2$) value when weight ratio of resin was 12%.

발포 복합재료 Pultrusion 공정에서의 발포 거동 해석 (Analysis of the foaming behavior in pultrusion process of phenolic foam composites)

  • 윤명석;정재원;이우일
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2005년도 춘계학술발표대회 논문집
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    • pp.130-133
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    • 2005
  • An experimental and theoretical study was carried out to estimate the foaming characteristics in the pultrusion process of phenolic foam composite. For the experimental study, a lab-scale pultrusion apparatus was constructed. Methylene chloride(CH2Cl2) was used as a physical blowing agent, glass fiber roving was used as reinforcement and the polymer used was a resol type phenolic resin. Pultruded products were observed to count bubble size by a SEM(Scanning Electron Microscopy). For the theoretical study, a model for bubble growth in a gradually hardening resin was considered and solved for a few foaming conditions.

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