• Cement
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• s.158
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• pp.25-26
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• 2003

• Proceedings of the Korean Institute of Landscape Architecture Conference
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• 2018.03a
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• pp.52-53
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• 2018

• Cement
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• s.168
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• pp.69-74
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• 2005

서울시, 자연녹지에 레미콘공장 허용(2005.7.15)/ 매출 다각화 나섰다, 시멘트업계 건자재 증대, 신사업 진출(2005.7.20)/ "직원과 함께 땀흘린다" 라파즈 그룹 CEO 현장 경영(2005.7.25)/ 한일, "레미탈, 전국권 시멘트로 육성"(2005.7.27)/ 중국산 저질건자재 활개, 비규격 철근 · 시멘트, 국산으로 둔갑/ 중국, 상반기 시멘트 생산량 7.4% 증가(2005.8.2)/ 2010년 일본 건설투자, 51조엔(2005.8.16)/ 건교부, 건설폐기물 재활용 촉진(2005.8.25)/ 시멘트업계 '첨단경영 시대' 성신양회 · 한일 등 정보인프라 시스템 구축(2005.8.31)/ 8.31 부동산종합대책 발표(2005.8.31)/ 동양, 고온가스 재활용 일석이조(2005.9.1)/ 쌍용, 11월 워크아웃 졸업(2005.9.2)/ 일본, 시멘트 수요 호조세(2005.9.12)/ 골재 공급물량 넘친다(2005.9.19)/ 레미콘 공장은 '늘고', 수요는 '줄어'(2005.9.20)

• Magazine of the Korea Concrete Institute
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• v.15 no.2
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• pp.6-7
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• 2003

• Journal of the Korean GEO-environmental Society
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• v.12 no.5
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• pp.51-57
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• 2011

Generally, ready-mixed concrete(RMC) gets hardened by time, so the remaining concrete in the drum should be cleaned. But if the RMC waste water generated from this is discharged to soil without any treatment, the strong alkaline elements and heavy metals affect water and ecosystem pollution. Although about 10 to 15% of water used for cleaning in the RMC factory is discharged to soil or river, the concrete report of this affecting soil pollution has not been sufficient. Hence, in this study it was analyzed the extraction of cleaning water from RMC factories all over the country and heavy metal and pH components remaining in soil when this is penetrated to various soils having water permeability. The specimens used for the experiment are weathering soil and soils having different particle size, and it is made to be penetrated to those for 24 hours while fixed thickness of the layer is maintained. Cleaning water is divided into that before deposition treatment(sludge water) and that after deposition treatment(upper water) to be penetrated into soil, and according to the result of penetrating sludge water to soil, Cu and Mn, Fe, and Zn were found to be remained over 23 to 90%. However, it is analyzed that in upper water having deposition treatment, Cu and Mn remain as 60% or more only in weathering soil.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2017.11a
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• pp.115-116
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• 2017

According to the experimental results of researchers recently seen, there is a case where a significant difference between data of several reports and measured powder is detected, and concrete examination on this is necessary. In this study, we compare the actual powdered degree of powdered aid on the report against 20 OPCs that are actually being brought into the raw concrete plant, and the OPC powder also influences the difference of OPC powder's strength characteristics on hardened mortar Was analyzed. As a result of the analysis, doubts were raised on the reliability of the OPC powder degree described on the certificate, and the bending and compressive strength tended to increase as the degree of fineness of the measured OPC increased.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2017.11a
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• pp.193-194
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• 2017

In this research, the density value of the turbid solution is measured by using the principle of inexpensive but easy Hydrometer method for cement delivered to the actual raw concrete plant, By analyzing the correlation of powder aid, we will try to present a scheme that can be utilized as a method of acquisition acquisition inspection. As a result of the analysis, it was found that there was a large difference between the measured powders assisted with cement powder on the report, and the correlation with the actually measured powder aid Hydrometer density value was good. Therefore, using the method of Fig. 3, it was possible to know that the degree of powder quality of cement delivered to the raw concrete factory can be evaluated quickly and utilized at the time of argument inspection.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.761-764
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• 2008

Most of ready-mixed concrete plants have the problem of construction waste sludge, which pollutes environment and causes economic loss due to the discard and increasing the cost of concrete. Thus, a recycling of the cement sludge has been strongly desired as one of their solution. This research is to the study on the recycling of the cement sludge, especially the study on the hydration control by the sodium gluconate as a set-retarder. The set-retarder can delay the hydration of the cement included in the sludge water, so that the sludge water can be substituted with some of new cement without the property of the cement. And it invests the effect of the sodium gluconate to the hydration of the cement in suspension. The degree of hydration of cement may be controlled by adding the sodium gliconate. The hydration delay time is observed that depends on the concentration of residual sodium gloconate, not how long the cement has been hydrated before the addition of the sodium gluconate.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.777-780
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• 2008

There were some attempt to reuse water with sludge combinative water for ready mixed concrete. But recycling water consist of cement, aggregate and chemical admixture. So it caused deterioration of concrete. The object of this study was to search for recycling method of the recycling water sludge as mineral admixture. This experiment dealed with the effect of $2.5{\sim}12.5$% range of the recycling sludge which can be used for admixture binder(BFS, FA, BFS+FA) on properties of activated recycling water sludge for admixture of concrete. As a result, Although the slump levels reduced and air contents increased as sludge replacement levels increased, it didn't change highly. The compression strength of concrete slightly increased with an increasing amount of recycling water sludge replacement.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.4
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• pp.148-153
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• 2010

Concrete used as structural materials in construction fields is supplied as a type of carry and placement by ready-mixed concrete (RMC) truck after proportioning in batch plant. However, during conveying of concrete to the field, due to traffic jam, weather, etc., it is not easy to maintain adequate slump. In this case, we think that the insert of an admixture to concrete has no problem in concrete. For RMC, when the slump is not sufficient, the truck driver insert water additionally without any considerations. After that, concrete is placed after re-mixing and this leads to serious reasons such as strength reduction less than design strength considered in the structural design. Accordingly, in this study, to solve the problem to insert water without realistic reasons in RMC, basic experimental studies were performed. Admixtures used frequently in fields were selected and addition's repeated time and elapsed time interval after initial addition of the admixture were selected as main variables. Authors want that the results of this study is used as basic data to resolve the question.