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무수석고 함량이 고로슬래그 미분말을 대량 활용한 콘크리트 특성에 미치는 영향
문규돈(Moon, Gyu-Don),김주형(Kim, Joo-Hyung),조영근(Cho, Young-Keun),최영철(Choi, Young-Cheol) 한국건설순환자원학회 2014 한국건설순환자원학회 논문집 Vol.2 No.3
온실가스 저감 및 자원활용 목적으로 고로슬래그 미분말을 다량으로 활용한 콘크리트에 대한 연구가 활발히 진행되고 있으나, 조기강도 및 내구성능 확보에 어려움이 있다. 따라서, 본 연구에서는 무수석고 함량(0%, 4%, 6%, 8%, 10%)에 따라 고로슬래그 미분말을 대량 활용한 콘크리트의 수화, 강도발현, 크리프, 탄산화, 건조수축 특성을 분석하였다. 무수석고를 바인더의 4~6% 수준으로 치환할 경우 고로슬래그 미분말 대량 활용 콘크리트의 가장 취약점인 초기강도 발현을 보완할 수 있으며, 내구성 측면에서도 보통 포틀랜드 시멘트를 사용한 콘크리트와 유사한 성능을 발현하는 것을 알 수 있었다. 반면, 무수석고를 8% 이상 활용할 경우 초기강도 증진 효과가 미흡한 결과를 나타냈다. High volume slag concrete is attracting new attention and are thought to have promising potential for industrial applications, partly due to the climate debate, but especially due to their very low heat of hydration and their good durability in chemically aggressive environments. However, High volume slag concretes tend to have slower strength development especially. In this study, the effect of anhydrite () on the mechanical and durability performance of high volume slag concrete were investigated. The main variables were anhydrite contents (0, 4, 6, 8, 10%). Test results show that 4~8% anhydrite concrete have improved engineering properties (hydration, compressive strength, shrinkage, creep, carbonation) as control concrete at early ages.
레디믹스트 콘크리트 플랜트의 회수수 농도 측정 자동화에 관한 연구
최영철 ( Young Cheol Choi ),문규돈 ( Gyu Don Moon ),조봉석 ( Bong Seok Cho ) 한국안전학회(구 한국산업안전학회) 2014 한국안전학회지 Vol.29 No.4
Whole amount of waste water, approximately 921.6 liter, for cleaning a ready mixed concrete truck should be used to produceconcrete as a mixing water or cleaning water. Recycling water for concrete mixing contains solids, which cause decrease in slump, air andcompressive strengths, so it may influence on poor concrete quality. Therefore, it has been maintained to use recycling water with lessthan 3 percent of solids. Since no evaluation system has been constructed to directly reflect on variability of recycling water from readymixed concrete plants, it is necessary to develop "Automatic recycling solid measuring system" for quality controls in real time. In thisresearch, sensors measuring waste water concentration in ultrasonic and inductance methods were developed, and automatic systemusing the sensors were established. The accuracy of measurement sensors developed for recycling water based on various conditions ofconcentration was proved, and application limits were evaluated. Also, concentration of recycling water using sensors developed fromready mixed concrete plant was measured, and curing method verified the accuracy of the sensors. Moreover, measurement sensors forrecycling water in various locations were installed to evaluate the effects on measuring method and spots. The automatic measuringsystem for recycling water concentration, which is developed in the research, will contribute to improve concrete quality safety throughreliable solids maintenance.
최영철,조현우,오성우,문규돈,Choi, Young-Cheol,Cho, Hyun-Woo,Oh, Sung-Woo,Moon, Gyu-Don 한국건설순환자원학회 2015 한국건설순환자원학회 논문집 Vol.3 No.3
본 연구에서는 알칼리 활성화 슬래그 결합재의 반응성을 정량적으로 살펴보기 위해 미소수화열을 분석을 수행하였다. 알칼리 활성화 슬래그 결합재의 반응성 및 작업성 확보를 위해 다양한 알칼리 자극제의 종류 및 농도에 대해서 실험을 수행하였다. 알칼리 자극제 및 $SO_3$ 질량비를 변화하면서 미소수화열을 측정하였으며, 응결시간 제어를 위해 sodium tripolyphosphate ($Na_2P_3O_{10}$)와 hydrated sodium borate ($Na_2B_4O_710H_2O$)를 적용하였다. 그 결과, 알칼리 활성화 슬래그 결합재는 알칼리 활성에 의해 calcium silicate hydrate(C-S-H)를 촉진하는데 4~5% 농도의 알칼리가 필요한 것으로 나타났으며, $SO_3$ 함량이 높아질수록 누적 발열량이 작아지면서 전반적으로 발열이 지연되는 것으로 나타났다. 또한, 응결 지연제로서 hydrated sodium borate를 사용하였을 경우 발열을 억제하여 지연된 효과를 나타내며, 전체적인 누적 발열을 지연시키는 효과를 보이는 것을 확인할 수 있었다. In this research, isothermal conduction calorimetry analysis has been conducted to investigate the reactivity of alkali activated slag binders. In order to secure the reactivity and workability of alkali activated slag binders, experiences with various types and concentrations of alkali activators were performed. Isothermal conduction calorimetry were measured with different alkali activators and mass ratio of $SO_3$ to binders as variables, and sodium tripolyphosphate ($Na_2P_3O_{10}$) and hydrated sodium borate ($Na_2B_4O_710H_2O$) were used to control setting time. As a results, alkali activated slag binders required alkali activators with 4 to 5 percent of concentration to accelerate the formation of calcium silicate hydrate(C-S-H) by alkali-activation, and overall heat generation rate delayed as accumulated heat decreased due to the high $SO_3$ contents. Moreover, the use of hydrated sodium borate as setting retarder causes elongated setting time due to delaying heat generation, so it can be considered that setting retarder played an important role in delaying total heat generation rate.