• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.196-202
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• 2009

Study from Yogyakarta earthquake reconstruction program, cast-in-place wall using fix-size formwork system (Old-CIP) has offered a good alternative for house construction. A simulation has also confirmed that this system using mortar as the main material can provide cheapest cost and lowest total man power compared to conventional wall construction technique: brick or mortar-block wall. This paper presents the new wall construction technique: full size cast-in-place wall (New-CIP). The detail of how this new technique implemented is described. In addition, considering that material and labor cost in one area is different to others, cost analysis for different resources prices and wages of three cities are taken into a simulation. The analysis is aimed to distinguish the implementation feasibility of New-CIP system compared to the four common wall systems. Finally, its implementation resistance is also discussed.

• 한국건축시공학회지
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• 제18권2호
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• pp.117-123
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• 2018

건물의 건설 및 운영에 있어서 에너지 효율성을 증가시키는 것은 현재 매우 중요한 이슈이다. 에너지 효율은 기본적으로 열전도율이 낮은 재료를 이용할 때 이루어질 수 있으며, 이를 위한 가장 좋은 방법은 재료 내부의 공극률을 상승시키는 것이다. 일반적으로 시멘트 복합체에 공극률을 상승시키기 위한 방법에는 발포제, 기포제 및 알루미늄 가루와 같은 반응성 분말을 활용하는 것인데 본 연구에서는 이들에 대한 대안으로 과산화수소를 이용하고자 하였다. 과산화수소 혼입 시멘트 모르타르를 제작하고 이의 부피 팽창, 단위용적중량, 압축강도 및 열전도율을 측정하였다. 실험 결과에 따르면 과산화수소의 혼입률이 증가할수록 공극률은 증가하고 이로 인해 압축강도 및 열전도율이 감소하는 것으로 나타났다. 따라서 과산화수소를 이용하여 경량기포 모르타르의 제작이 충분히 가능한 것으로 파악되었다.

• 한국건설순환자원학회논문집
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• 제3권2호
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• pp.146-151
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• 2015

순환골재는 건설폐기물을 재활용함으로써 자원절약 및 대체자원의 개발과 환경보호의 측면에서 국가 사회적으로 많은 이점을 가지고 있다. 하지만 낮은 밀도와 높은 흡수율을 가지는 저품질 순환골재는 구조용 콘크리트 골재로 사용되지 못하고 주로 저부가가치로 사용되고 있다. 고품질 순환골재를 생산하기 위해서는 골재와 골재에 부착된 구모르타르를 효과적으로 제거해야 한다. 최근 물리적 화학적 방법을 이용하여 구모르타르를 효율적으로 제거하기 위한 연구가 행해지고 있으나, 고품질 순환잔골재의 생산 조건에 관한 정량적 연구는 아직 부족한 실정이다. 따라서 본 연구에서는 고품질 순환잔골재를 생산하기 위해서 황산과 저속습식마쇄기를 이용하여 구모르타르를 효과적으로 제거할 수 있는 최적 조건을 제시하고자 하였다. 황산의 몰비와 골재비율에 따른 순환골재의 실험결과 밀도, 흡수율, 실적율은 기준을 만족시키는 결과를 나타내고 있는 것을 알 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.325-328
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• 2006

Recently, repair mortars have been mainly used for repairing old concrete structures. In this study, a new repair mortar including shotcrete admixture, slag, silica fume, sulphate and calcium carbonate, was developed for repairing shotcrete layer and the fresh properties and mechanical characteristics of the repair mortar was measured, Test results showed that the shortcrete admixture and other additives reduce the final setting time from about 7 hours to within 20 minutes and increase very early strength and stiffness (within 5 hours after cast).

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.1017-1022
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• 2003

The hydraulic structures such as aqueduct tunnels and the drainage canal of the hydroelectric power plant in Japan are almost old. Therefore, the concrete surface of the aqueduct tunnel has received damage by wear-out and the crack, etc. This study was to develop repair mortar mixed a coal ash coarse powder by using two kinds of high early strength cements. As a result, the repair mortar was obtained by substituting the EF cement (maid in Japan) and the MT cement (maid in South Korea) at a rate of 60:40, and substituting the coal ash 30% and the mixing rate 35% of the artificial aggregate for natural fine aggregate.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.309-312
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• 2004

The hydraulic structure of the hydroelectric power plant such as aqueduct tunnels and the drainage canal became old. Therefore, because the concrete surface of the aqueduct tunnel has received severe damage by wear-out and the crack etc the repair is demanded. This research examined the applicability of the repair mortar which mixed the fly ash and an artificial aggregate by using the very high early strength cement. As a result, good Quality repair mortar which satisfied the demand performance more than self-flow 270mm and compressive strength $50N/mm^2$ (age of 28days) adjusting of water cement ratio by using the MTX cement be able to be manufactured.

• Advances in concrete construction
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• 제13권1호
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• pp.25-34
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• 2022

The production of geopolymer is considered as a cleaner process due to much lower CO₂ emission than that from the production of Portland cement. This paper presents a study of the potential use of recycled steel fibre (RSF) coming from the recycling process of the old tires in geopolymer mortars. Ground expanded perlite (EP) is used as a source of alumino-silicate and sodium hydroxide (NaOH=5, 10, 15, and 20M) is used as alkaline medium for geopolymer synthesis. RSFs were added to the mortar mixtures in four different volume fractions (0, 0.5, 1.0, and 1.5% of the total volume of mortar). The unit weight, ultrasound pulse velocity, flexural and compressive strength of expanded perlite based geopolymer mortar (EPGM) mixtures were determined. The microstructures of selected EPGMs were examined by scanning electron microscopy (SEM) and energy dispersive spectroscopy (EDS) analyses. The optimum molarity of sodium hydroxide solution was found to be 15M for geopolymer synthesis by EP. The test results revealed that RSFs can be successfully used for fibre-reinforced geopolymer production.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2008년도 춘계 학술논문 발표대회
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• pp.83-86
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• 2008

The concrete used most in construction materials. There is an overcrowded iron dimensions use of the concrete at time of the other concrete theory on the reinforcing rod back which did congestion and compares it with this, and there are more few dimensions of the aggregate than concrete, and quantity of aggregate passage is superior in mortar than concrete. If a volume rate of the aggregate writes mortar than concrete against this, therefore, unit amount increases, and quantity of paste increases and quantity of dry shrinkage than increase concrete. However, I let I regulate lay priest distribution of the aggregate, and the results rates increase and reduce unit amount and decrease quantity of dry shrinkage, and separation resistance and the gap passage characteristics are judged because it can be it in a substitute document of very superior concrete. I came to carry out the study that I watched to let I was useful a little more and do the improvement repair of a become building wall body, a basement pillar and repair reinforcement of the assistant in the reinforcing rod back, the old age when I made congestion here. I regulated lay priest distribution of the aggregate in the study and regulated substitution rate of the aggregate (40%, 50%, 60%) and divided W/C 30%, 40% standards and produced mortar and I compared quantity of air by this, slump, compression robbery and showed it this time.

• Earthquakes and Structures
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• 제24권6호
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• pp.439-453
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• 2023

Older brick masonry structures generally suffer from low strength defects. Using a cement mortar layer (CML) or steel-meshed cement mortar layer (S-CML) to reinforce existing low-strength brick masonry structures (LBMs) is still an effective means of increasing seismic performance. However, performance indices such as lateral displacement ratios and skeleton curves for LBMs reinforced with CML or S-CML need to be clarified in performance-based seismic design and evaluation. Therefore, research into the failure mechanisms and seismic performance of LBMs reinforced with CML or S-CML is imperative. In this study, thirty low-strength brick walls (LBWs) with different cross-sectional areas, bonding mortar types, vertical loads, and CML/S-CML thicknesses were constructed. The failure modes, load-carrying capacities, energy dissipation capacity and lateral drift ratio limits in different limits states were acquired via quasi-static tests. The results show that 1) the primary failure modes of UBWs and RBWs are "diagonal shear failure" and "sliding failure through joints." 2) The acceptable drift ratios of Immediate Occupancy (IO), Life Safety (LS), and Collapse Prevention (CP) for UBWs can be 0.04%, 0.08%, and 0.3%, respectively. For 20-RBWs, the acceptable drift ratios of IO, LS, and CP for 20-RBWs can be 0.037%, 0.09%, and 0.41%, respectively. Moreover, the acceptable drift ratios of IO, LS, and CP for 40-RBWs can be 0.048%, 0.09%, and 0.53%, respectively. 3) Reinforcing low-strength brick walls with CML/S-CML can improve brick walls' bearing capacity, deformation, and energy dissipation capacity. Using CML/S-CML reinforcement to improve the seismic performance of old masonry houses is a feasible and practical choice.

• 대한토목학회논문집
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• 제40권4호
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• pp.409-415
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• 2020

노후 지방도 급경사지 도로구간의 지하수 등으로 인한 토립자 유출 및 침하가 발생하여 도로 통행에 대하여 안전성을 확보하기 위하여 통행 중인 구간을 최대한 보존하며 시공성을 고려한 저유동성 몰탈형 주입공법 그라우팅 기술이 선정되었다. 특히, 공사 중 과도한 주입압력에 의한 도로하부의 수압파쇄, 급경사지의 토립자 유출 및 도로의 융기 등의 피해가 발생할 우려가 있어 기존 일반적인 저유동성 공법을 새롭게 개선하여 적용하였다. 본 연구는 ◯◯도 ◯◯군에서 발주한 ◯◯고개지구 급경사지 붕괴 위험지역 정비공사로 도로 지반 보강공사 현장에서 수행하였다. 본 연구에서는 개선된 저유동성 몰탈형 그라우팅공법은 새로운 자동화그라우팅 관리시스템을 적용하였으며 특히, 고압조건 예비그라우팅시험에 의한 그라우팅 시공조건 결정 및 개선된 자동화 그라우팅 시스템을 이용한 주입시공 기술을 포함하며, 또한, 개선된 기술의 주입효과평가를 위한 연구를 수행하였다. 개선된 저유동성 몰탈형 그라우팅공법의 적용으로 노후 도로 침하, 건축물 및 토목 구조물의 부등침하 방지 및 지하수 유출 구간에 대한 토립자 유출 방지 등 도로 유지관리 공사 시 원활하게 운영할 수 있는 근거를 마련할 수 있었다. 또한, 향후 노후 도로 침하방지 그라우팅 공사뿐만 아니라 다양한 건축물 및 토목구조물(철도, 지하철, 교량, 지하구조물, 전석 및 석회석 공동구 등) 그라우팅 공사에 적용될 수 있는 가능성을 확인하였다.