• Title/Summary/Keyword: 배합비

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A Study on the Analysis of the Error Rate of Mixed Mortar Panel for Implementation Free-form Shape (비정형 형상구현을 위한 혼합모르타르 패널의 오차율 분석 연구)

  • Oh, Young-Geun;Jeong, Kyeong-Tae;Lee, Dong-Hoon
    • Journal of the Korea Institute of Building Construction
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    • v.20 no.2
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    • pp.155-162
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    • 2020
  • Since the third industrial revolution has been started in the 1980s, the form of buildings has been varied and atypical by the development of building technology. Such free-form building has a curved shape unlike the existing standard buildings, and to realize this, it is necessary to manufacture the free-from panel. The shape of the free-form panel must satisfy a limited error ratio compared with the design shape, and the technology to produce free-form panels is very difficult. However, there are many problems such as enormous cost and construction waste generation when implementing free-from construction. Therefore, the development of free-form panel manufacturing technology should be made to solve the problems caused by the free-form construction. In this study, the error rate analysis of the mixed mortar panel was conducted by selecting the proper mixing ratio of the mixed mortar for the shape of the free-form panel.

콘크리트의 고온에서의 특성

  • 태순호;이병곤
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 1997.05a
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    • pp.19-24
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    • 1997
  • 콘크리트 구조물이 고온에 가열되면 그 성질이 변화하여 구조물은 다양한 영향을 받는다. 콘크리트 구조물의 고온에서의 성상은 시멘트의 종류, 골재의 성질, 배합비, 함수율, 재령 등에 의해 다르다. 콘크리트의 열성질에 관한 외국에서의 연구는 다수 보고되었으나 국내에서 연구한 결과는 없으며 특히 시멘트의 종류, 골재의 성질 등에 따라 고온에서의 성상이 다르기 때문에 본 연구에서는 국내에서 생산되는 시멘트, 골재를 대상으로 하였다. 또한 콘크리트 배합을 일반 구조물 및 아파트 현장에서 사용하는 배합비로 시험체를 제작ㆍ실험하였다. (중략)

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Setting Time Evaluation of Concrete Using Electrical Resistivity Measurement (전기비저항 측정을 이용한 콘크리트 응결시점 평가)

  • Lee, Han Ju;Yim, Hong Jae
    • Journal of the Korea Concrete Institute
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    • v.29 no.4
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    • pp.361-369
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    • 2017
  • Setting time of cement-based materials can represent a developing strength in early-age mixture, and it can be used a significant parameter of high-performance concrete having various mix-proportions. Generally, initial and final setting time of concrete is measured by penetration resistance method that used a wet-sieving mortar mixture, therefore, it hardly represents the setting time of sound concrete including coarse aggregate. Recently, several nondestructive methods, such as ultrasonic velocity and impendence measurement, are proposed to evaluate the setting time of fresh concrete. This study attempts to measure an electrical resistivity using four-electrode method for evaluation of setting time in early-age cement-based materials. For this purpose, total 10 mixtures are prepared as different mix-proportions including chemical admixture. Based on the experimental results, two electrical parameters, such as initial electrical resistivity and rising time, are proposed to reflect a microstructure development by hydration of cement-based materials. As a result, proposed parameter is also discussed with the measured setting time by penetration resistance method.

Optimum Conditions of Simple Solidifying Agent for the Improvement of Loose Sand Ground (느슨한 모래지반 개량을 위한 간편고화재의 최적 배합비 및 혼합률)

  • Kwon, Ho-Jin;Jeong, Ki-Ryong
    • Journal of the Korean GEO-environmental Society
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    • v.5 no.2
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    • pp.15-21
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    • 2004
  • This study is to develop simple solidifying agent to improve loose sand ground by admixing or injecting. This paper studied the optimum mixing ratio of micro cement, bentonite, chemistry admixture, plasticizer, accelerator for the optimum fluidity and strength. The optimum mixing ratio of micro cement and bentonite is 70% : 20%, the optimum ratio of the weight of rapid solidifying agent to the weight of total improved soil is about 8%, the optimum curing period is five days.

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Characteristics of Coking Pressure during Coal Carbonization in Pilot-scale Coke Oven (Pilot-scale의 코크스 오븐에서 석탄 건류시 팽창압 특성)

  • 이운재;최재훈;이용국
    • Journal of Energy Engineering
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    • v.9 no.4
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    • pp.279-287
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    • 2000
  • 코크스 오븐에서 석탄 건류과정 중에 발생하는 석탄 중심의 가스압 특성에 대한 장입탄 수분, 가열속도 및 일반탄 배합비의 영향을 조사하기 위해 이동벽이 있는 pilot 규모의 코크스 오븐(0.45mW$\times$0.1mH$\times$1.2mL)에서 석탄 건류 실험을 수행하였다. 석탄 중심에서의 가열속도가 상업용 코크스 오븐과 비슷한 건류조건에서 장입탄 수분을 감소시켰을 때, 수분 증발 이후 가열속도는 비슷하였으며, 건류 초기 수증기압은 크게 증가하였고, 석탄 중심에서의 가스압은 습탄에 비해 대략 2.5배 증가하였다. 석탄 중심에서의 가열속도가 상업용 코크스 오븐보다 훨씬 빠른 건류조건에서 장입탄 수분을 감소시켰을 때, 수분 증발 이후 가열속도는 크게 감소하였고, 건류 초기 수증기압은 크게 증가하였으며, 석탄중심에서의 가스압은 습탄에 비해 대략 2배 증가하였다. 석탄 가열속도가 상업용 오븐보다 빠른 건류조건에서 장입탄에 일반탄을 첨가하여 일반탄 배합비를 증가시켰을 때 배합탄 중심에서의 가스압은 현저히 감소하였다.

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Physical & Chemical Properties of Polyurethane Materials for Subsurface Improvement (지반보강용 폴리우레탄의 물리, 화학적 특성)

  • Kim, Jin-Il;Cheon, Byeong-Sik;Ryu, Dong-Seong
    • Proceedings of the Korean Geotechical Society Conference
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    • 1994.03b
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    • pp.47-62
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    • 1994
  • Polyol을 주성분으로 하는 A액과 MDI계 isocyanate로 구성된 B약을 배합비와 배합속도를 각각 1:2에서 1:4까지, 300rpm에서 900rpm까지 변화시키면서 혼합하였다. 생성된 foamed polyurethane은 600rpm의 배합속도에서 배합비가 1:2에서 1:4로 감소함에 따라 발포율이 증가하는 현상을 보였다. 300rpm의 배합속도에서는 거의 발포가 되지 않았음, 900rpm의 배합속도에서는 발포는 되었으나 brittle한 물성을 보였다. 열변형온도 및 하중에 대한 변형율은 600rpm에서 1:2에서 1:3의 배율시 가장 우수한 것으로 관찰되었다.

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Characteristics of Physical Properties According to Compound Condition of Grout Mortar (그라우트 모르타르 배합조건에 따른 물리적 성질의 특성)

  • Mun, Tae-Chul;Kang, Choo-Won;Lee, Hyo
    • Explosives and Blasting
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    • v.27 no.1
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    • pp.32-37
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    • 2009
  • To look over the effect of mixed proportion of cement, sand and water on strength, 162 tests were made for 9 mix proportions. It was observed that strength increased as water in the mixture is reduced. As a result of the control of sand ratio by 50%, the execution strength increased when the sand ratio is raised. Strength was consistent during curing period on each mix proportion, but there were sections where it suddenly increased. Poisson's ratio widely ranged from 0.13 to 0.27, and Young's modulus also broadly ranged from 13.79MPa to 33.25MPa. Poisson's ratio had nothing to do with uniaxial compressive strength, wheras Young's modulus was concerned with it. Young's modulus from theory and experiment showed similar outcome on the 3rd curing day, however, the strength from theory was higher than that from test after 3rd day. In consequence, there was a great change of strength between 3rd and 7th curing day. In addition, it is more efficient to use field strength value between the 3rd and 7th day and to apply Young's modulus on it for determining the exact time.

A Study on the Manufacturing of Soysauce by the Combined use of Aspergillus sojae and Bacillus subtilis (단백질분해세균(蛋白質分解細菌)을 병용(倂用)한 간장제조(製造)에 관(關)한 연구(硏究))

  • Kim, Ze-Uook;Cho, Sung-Hwan
    • Applied Biological Chemistry
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    • v.18 no.1
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    • pp.1-9
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    • 1975
  • In order to study on the preparation of improved soysauce, Koji(soybean and wheat mash fermented by the strain Aspergillus sojae), Koji-Natto(mixed with the various proportion of Koji to Natto; 8 : 2, 6 : 4, 4 : 6, 2 : 8) and Natto (prepared using the strain: Bacillus subtilis) were prepared as soysauce materials. Sensory evaluation for the soysauces made from above-mentioned soysauce materials and the contents of total nitrogen, amino nitrogen, ammonia nitrogen, reducing sugar, total acid and enzyme activity were determined. The results were summarized as follows: 1. Protease activity of Natto was over twice higher than that of Koji and amylase activity of Koji was three times higher than that of Natto. Koji-Natto showed successive increase of amylase activity and successive decrease of protease activity as Koji proportion was increased to Natto. 2. The contents of total nitrogen and amino nitrogen in all the soysauce mashes displayed linear increases or no changes of these contents as aging. The contents of total nitrogen and amino nitrogen in the mahes were higher as Natto proportion increase to Koji during the aging period. 3. In Natto soysauce mash and Koji-Natto soysauce mashes the contents of ammonia nitrogen were gradually increased until $1{\sim}2$ months and rapidly reduced after that period, while Koji soysauce mashes were continuatively increased. 4. In all the soysauce mash the reducing sugar increased preeminently until the two months and after then there was a rapid decrease as aging the contents of reducing sugar in the mash were higher as Natto proportion increased to Koji during aging period. 5. The total acid of Koji and Koji-Natto (8 : 2) soysauce mash showed gradual increase as aging, while contents of total acid in Natto and other Koji-Natto soysauce mashes increased preeminently until 50${\sim}$70 days aging, after then decreased. 6. The results of sensory evaluation for three-month-fermented soysauces showed the most excellent in Koji-Natto (6 : 4) and successive order in the soysauces consisting of Koji and Natto proportion: 8 : 2, 10 : 0, 4 : 6, 2 : 8, 0 : 10.

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Performance Evaluation of Cement Mixed Polymer Type Waterproofing Material (시멘트 혼입폴리머계 방수재의 성능 평가)

  • Oh, Dong-Sik;Go, Seong-Seok
    • Journal of the Korea Institute of Building Construction
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    • v.12 no.1
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    • pp.1-9
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    • 2012
  • This study aims to propose a performance metric for the application of a horizontal air-exhausting system to be used for the reduction of vapor and/or moisture that exists in the waterproof layer, by evaluating the physical properties. For this reason, tests in accordance with current standards were carried out, and the results were examined. Finally, a proposal was established for a general performance metric that could be applied as fundamental data based on the user's judgment. This has some limitations, in that the object is existing merchandise, however it should be useful for application in the construction field. In the future, analysis of a wider area, including workability, should be added in the phase of field application.

Curing Characteristics of Controlled Low Strength Material Made with Coal Ashes (석탄회를 사용한 저강도 고유동화재의 경화 특성 분석)

  • Kim, Juhyong;Cho, Samdeok;Kong, Jinyoung;Jung, Hyuksang;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.11 no.11
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    • pp.77-85
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    • 2010
  • Unconfined compressive strength tests were performed to evaluate curing characteristics of controlled low strength material(CLSM) made with coal ashes. It is found that unconfined compressive strength normalized by curing times, increases as decreasing the water contents of CLSM particularly during first three days. Dynamic cone penetrometer tests were also carried out to evaluate cost-effective CLSM lump strength characteristics with time. It takes around 10 days to reach target strength, 500kPa (penetration rate, 20mm/blow). Curing rate significantly decreases after 10 days elapsed regardless of CLSM formulation.