This study is to introduce the results of physical property test on the polyurea ultra rapid curing membrane according to the test method by the KS F 2622

As global warming is higher by CO2, most of countries have an effort to develop CO2 reducing technology like a CO2 sequestration and a CO2 curing method using cement based materials. In this study, CO2 uptake rate and compressive strength were investigated when CO2 curing method was applied in cement mortar. The CO2 uptake rate was ranged from 10.1% to 11.6% by mass measurement method and from 6.2% to 16.3% by TGA method. This means that mass measurement method by electronic scale is more accurate than TGA method to estimate CO2 uptake rate. The early compressive strength of 1 hour CO2 curing specimens was higher than that of 1 hour atmospheric curing specimens, but lower than that of 5 hours steam curing specimens. 3 days and 7 days compressive strength of specimens by atmospheric curing and steam curing were increased both. But compressive strength of 1 hour CO2 curing specimens was lower than that of other two curing methods.

Theoretical modeling is presented for the prediction of prestress loss of strands during the steam curing process. The model comprises heat transfer model, bond-slip model at elevated temperature and micromechanical model for prestress loss. The model was able to predict the experimentally measured prestress loss in a reasonable accuracy.

본 연구에서는 순환골재 콘크리트의 성능에 대한 양생방법의 영향에 대하여 실험적으로 고찰하였다. 순환골재 콘크리트 제조를 위하여부순골재에 순환골재를 0, 25, 50, 75 및 100%로 대체하였으며, 증기양생한 콘크리트의 압축 및 쪼갬인장강도, 투수공극, 염소이온 침투저항성 및 건조수축을 소정의 재령에서 측정하여 수중양생한 콘크리트의 성능과 비교하였다. 실험결과에 따르면, 양생방법에 관계없이 순환골재 대체율이 증가할수록 콘크리트의 역학적 성능은 감소하였다. 한편, 초기재령에서 증기양생된 콘크리트는 수중양생된 콘크리트와 비교하여 매우 우수한 성능을 나타내었다. 그러나, 장기재령 (28일)에서 증기양생의 효과는 초기재령에 비하여 두드러지게 나타나지 않음을 알수 있다. 결론적으로, 본 연구의 범위 내에서 순환골재 콘크리트의 성능향상을 위하여 증기양생법의 적용이 유용할 것으로 판단된다.

Carbon dioxide generated from construction materials and construction material industry among the fields ofconstruction is approximately 67 million tons. It is about 30% of the carbon dioxide generated in the fields of construction.In order to reduce carbon dioxide in the fields of construction, it is necessary to control the use of fossil fuel consumedand decrease carbon emission by reducing the secondary and tertiary curing generating carbon dioxide in constructionmaterial industry. Therefore, this study manufactured mortar by having cement as the base and substituting three bindingmaterials up to 50% and then adopted different curing methods to analyze congelation and strength characteristics. According to the result of strength characteristics by the types of binding materials and replacement ratio, the specimensubstituting ESA (Early Strength Admixture) and FPC (Fine Particle Cement) showed active strength improvement. Inparticular, the specimen substituting ESA as 25% indicated the greatest strength improvement, and as the number of curingincreased, the strength grew higher, too. And when the binding material was used by substitution, it showed strengthcharacteristics similar to or higher than the specimen conducting tertiary autoclave curing as the secondary steam curing.

This study investigates strength development of magnesia-phosphate cement considering curing temperature and W/B ratio. The results revealed that it showed an excellent strength development at early ago and the influence of curing temperature was within 25% on strength.

This study was carried out to evaluate effects of curing method and age on compressive behavior of steel fiber reinforced Alkali-Activated Slag(AAS) concrete. AAS and Steel Fiber Reinforced Concrete (SFRC) material with specific compressive strength of 30MPa was reinforced with 0% to 1% steel fibers at the volume fraction. Two types of curing methods were used: water curing and exposed curing. Curing time is 3, 7, 28 day. Experimental results indicated that compressive strength, elastic modulus, compression index.

This paper presents the prediction method of concrete strength according to curing methods for the quality control. Database and an artificial neural network were constructed and then the prediction program of concrete strength were developed.

Because ordinary concrete cannot be hardened well under sub-zero temperatures, anti-freeze agents are typically added to prevent the frost damage and to ensure the proper hardening of concrete. With the advantage of a rapid exothermic reaction property, jet set concrete may be used as a cold weather concrete because it can reach the required strength before being damaged by cold weather. Recent studies are reported that magnesia-phosphate composites can be hardened very quickly and hydrated even in low temperature, which can be used as an alternative of severe cold weather concrete in arctic regions. This study developed the magnesia-phosphate composites that can be used in severe cold regions and suggested an appropriate mixture design from the experimental results.

When manufacturing secondary concrete products, steam and autoclave curing are practiced for the purpose of securing product performance at early phase. CO2 is generated by combustion of fossil fuel at the time of curing. This study is part of a research conducted to minimize curing process which generates CO2. Combination materials types, substitution ratio, strength property per different types of curing are compared and evaluated. Result of the experiment indicates that combination material with 40%　blast furnace slag　substitution and W/B which has gone through 30,40% steam curing are the most outstanding experiment bodies.

During the steam curing process, some initial prestress is lost due to the effect of high temperature. Limited number of quantitive evaluation has been reported on thermal loss of tendon during steam curing process. In this study, a theoretical evaluation was derived for the amount of prestress loss in prestressed concrete member during steam curing process. The equation devide overall process to 3 stages : from initial state to bonding state between concrete and tendon; just before cutting; and after cutting. The evaluation predicted the amount of prestress loss in the order of 7% of initial prestress force by direct thermal effect through all curing procedures. To validate the equation which estimate the amount of prestress loss, experimental studies should be performed.

To strength deteriorated concrete deck by near surface mounted method, energy dissipation capacity of steel plate metallic damper, which has shape modification in existing slit damper, performance test is conducted with the variables of strut height. For the design of damper, the strength, stiffness degradation and energy dissipation capacity are evaluated by using test results

The purpose of this study is to evaluate the flexural performance of a SHCC (Strain Hardening Cementitious Composites) panel which was manufactured by steam curing method for precast slab system. From the bending test result, it was found that the SHCC panel showed approximately 7.32 MPa of maximum flexural strength, 58 mm of mid-span deflection appearing excellent strain hardening behavior and multiple micro cracks between bending moment section of the specimen.

In this study trying to develop a monitoring system for temperature and humidity measurement of quality control methods suitable for curing concrete nuclear power plant structures. This experiment is divided part of data logger, sensors, control program in a accordance with standar of quality control Nuclear power plant hot weather/the middle of summer. This measuring method is expected to development quality control nuclear power plant

한중콘크리트 공사에 적용을 검토할 수 있는 초속경 콘크리트는 초기 급속한 발열반응을 통해 동해를 입기 전에 소요의 강도를 확보할 수 있을 것이며, 열 보상을 통해 시공환경이 유지될 경우 강도발현에 필요한 시간을 단축할 수 있는 장점이 있다. 일반 콘크리트는 영하의 기온에서 타설할 경우 양호한 경화를 얻을 수 없으며, 저온에서 동해를 방지하고 경화성을 확보하기 위하여 내한방동제를 첨가하여 사용하고 있다. 그러나, 내한방동제의 대부분은 염화물을 주성분으로 하고 이를 다량으로 사용할 경우, 콘크리트의 동결을 방지하고 시멘트의 수화반응을 촉진시켜 응결시간을 단축하고 초기강도 증진을 유도하는 효과가 있는 반면, 장기재령에서 강도발현이 문제가 되고, 경제성이 떨어진다는 단점이 있다. 최근 연구되고 있는 마그네시아 인산염 복합체는 초속경성이 있고 저온에서도 수화반응이 가능한 것으로 보고되고 있어 새로운 한중공사 및 극한지용 건설재료로 사용할 수 있을 것으로 판단된다. 따라서, 본 연구에서는 한중공사 및 극한지에서 사용이 가능한 건설재료의 개발을 위한 사전 연구의 일환으로서, 마그네시아 인산염 복합체를 활용한 모르타르에 대해 온도의 영향을 고려한 재료 물성 평가를 실시하고 적정 배합을 제안하고자 한다.

국내에서 생산되는 아열대 마의 저장성을 향상 시키고자 저장기간 동안 발생되는 주요 병원균을 분리동정하여 병원성을 확인하고, 큐어링 처리 조건별로 부패억제 효과를 조사하였다. 아열대 마 저장중 부패를 일으키는 주요 병원균은 Penicillium sclerotigenum와 Penicillium polonicum으로 확인되었고 P. sclerotigenum이 좀더 병원성이 강하였다. 수확도중 절단된 부위는 큐어링 하기전 반드시 매끈하게 잘라야만 정상적인 유상조직층이 형성되었다. 괴근 절단면을 상대습도 95%에서 3일간 23℃, 28℃ 그리고 33℃로 큐어링 처리하여 유상조직층을 관찰한 결과, 23℃ 처리구는 괴근육과 표피층의 색농도가 비슷하여 확인이 어려운 반면, 28℃ 이상 처리구는 뚜렷하게 관찰되었다. 0.5 mm 이상의 유상조직 형성율도 28℃ 처리에서 93%, 33℃ 처리에서 96%로 양호하였으나 23℃처리구에서는 52%로 낮게 나타났다. 상온에서 바람이나 햇볕을 이용하는 관행적인 큐어링 처리구는 유상조직층 형성이 미미하였다. 저장고안의 상대습도에 따른 병원균의 감염은 습도가 40%와 60%로 유지되었을 경우 감염비율이 낮았고 큐어링 처리간에도 차이가 없었다. 저장고내 습도가 80%인 경우 모든 처리구에서 균이 급격히 증식하였다. 저장온도 16℃에서 상대습도 60%를 유지하여 180일 후 처리별로 부패율을 조사한 결과, 절단된 괴근을 햇볕이나 바람에 의해 큐어링된 관행적인 처리구는 43%였으나, 28℃ 이상에서 큐어링하여 유상조직층이 형성된 괴근은 18% 이하로 나타났다. 건전한 괴근도 관행처리구에서 25%의 부패율을 보인 반면 28℃ 이상에서 큐어링된 괴근은 10% 이하로 나타났다. 중량감소율도 관행처리구에 비하여 강제 처리구가 중량이 1~6%정도 덜 감소하였다.

This paper is to investigate the effect of heat curing method on strength development of concrete subjected to -10℃ by preparing mock up specimen, which had slab, wall and column. As expected, the application of heat curing methods had larger strength than non heat curing specimen because of higher maturity. And within 7 days of heat curing, minimum strength to protect from early frost damage was achieved.

본 논문은 프리캐스트 콘크리트 구조물의 조기강도를 촉진시키기 위한 양생공법 중에서 증기양생에 대한 연구내용으로서, 콘크리트 원주형 공시체와 목업체의 실험을 통하여 초기재령에서 요구되는 강도가 발현될 수 있는 증기양생주기와 최고온도를 정량화하여 최적 증기양생온도주기를 고찰 하였다. 또한 고온의 증기양생으로 인하여 발생된 콘크리트의 높은 온도와 거푸집 제거시에 발생되는 균열의 발생원인과 대책에 대하여 기술 하였으며, 궁극적으로는 PC 부재를 생산하는 과정에서의 조기강도발현과 품질확보를 동시에 만족하면서 경제성 있는 제작방법을 제시하였다.