• 한국건축시공학회지
• /
• 제14권1호
• /
• pp.54-60
• /
• 2014

The purpose of this study is to examine whether cementitious powder separated from waste concrete can be used as an alternative raw material to limestone and reduce the usage of natural resource (limestone) and $CO_2$ emission based on recycling cementitious powder from waste concrete. Experiments actually analyzed the chemical composition of cementitious powder and performed hyperthermia analysis, measurement of free CaO and XRD analysis to measure the degree of recovery of hydration in the model of cementitious powder manufactured based on chemical composition. These were performed in each cementitious powder model at different calcination temperatures such as $900^{\circ}C$, $1200^{\circ}C$, $1300^{\circ}C$, $1400^{\circ}C$ and $1450^{\circ}C$. Through the experiments, it was found that the recovery of hydration was at a level which can be used as the alternative raw material for limestone, but the replacement ratio was directly affected by the degree of mixing of fine aggregate in less than $150{\mu}m$, which cannot be separated from cementitious powder. It was shown that there was no difference in the production of compounds involved in hydration at calcination temperatures of $1200^{\circ}C$ or higher. Therefore, to pursue the replacement of limestone and reduction of greenhouse gas by recycling cementitious powder, the development of technology to efficiently separate aggregate fine powder is required.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제15권2호
• /
• pp.47-54
• /
• 2010

Although the demands for the dredging work have been increasing due to social and industrial reasons including national plan for restoration of four major rivers, environmental standards or management guidelines for the dredged river sediment are limited. The suggested environmental standard for the beneficial use of dredged river sediment consists of two levels, recyclable and concern, and includes eight contaminants such as metals and organic contaminants. The systematic approach to remediate dredged river sediment is also suggested. The system consists of both washing and stabilization processes with continuous multi particle separation. In the early stage, the sediments are separated into two particle sizes. The coarse-grained sediment over 0.075 mm, generally decontaminated with less trouble, follows normal washing steps and is sent for recycling. The fine-grained sediments under 0.075 mm are separated again at 0.025 mm. The particles bigger than this second separation point are treated in two ways, advanced washing for highly contaminated sediments and stabilization for less. The lab test results show that birnessite and apatite are most effective stabilizing agents among tested for Cd and Pb. The most fine residues, down-sized by continuous particle separation, are finally sent for disposal. The system is tested for metals in this study, but is expected to be effective for organic contaminants included in the environmental standard, such as PAH and PCE. The feasibility test on the field site will be followed.

• 한국지반공학회논문집
• /
• 제28권11호
• /
• pp.53-67
• /
• 2012

본 논문에서는 기존에 사용되던 철선 TDR계측선의 문제점을 해결하기 위해 스테인리스 스틸과 열수축튜브를 이용해 개량된 TDR계측선을 개발하여, 함수비에 대한 민감도를 높이고 노이즈를 줄이며 내구성을 향상시켜 TDR시스템의 현장적용성을 높였다. 개량된 TDR계측선을 이용하여 실내에서 포화도 변화실험과 아크릴모형실험을 수행하였으며, 실험결과 별도의 필터링 및 정량화 과정을 거치지 않은 초기 계측 그래프만으로 쉽게 포화, 불포화 및 건조구간을 파악할 수 있었다. 이후 대형 모형제방에 개량된 TDR센서를 설치하여 침투실험을 수행하였으며 그 결과, 실내시험과 같은 명확한 지하수 분포형태 파악이 가능하였으며, 침투 시간경과에 따른 각 구간의 지하수 분포변화를 파악할 수 있었고 손쉽게 모형제방의 침윤선을 작도할 수 있었다.

• 한국건설순환자원학회논문집
• /
• 제4권1호
• /
• pp.89-95
• /
• 2009

현행 "건설폐기물의 재활용 촉진에 관한 법률" 시행령 별표1에서는 다양한 성상으로 배출되는 건설폐기물의 종류를 17가지로 구분하고 이중 제17호의 혼합폐기물은 건설폐토석을 제외한 나머지 15가지 성상의 건설폐기물중 둘 이상의 건설폐기물이 혼합된 것으로 정의하고 있다. 이중 폐콘크리트, 폐아스콘과 같은 건설폐재류는 대부분이 순환골재와 같이 재활용되고 있으며 폐금속과 같은 유가성 자재류는 대부분 분리 판매되어 2차 제품 제조등에 활용되고 있다. 그러나 폐목재, 폐합성수지, 폐섬유 등과 같은 가연성 폐기물의 경우 발열량이 높고 인체에 해로운 중금속 함유량이 적어 RDF나 RPF와 같은 에너지 연료로 활용이 가능하지만 상당량이 혼합폐기물 형태로 배출되어 단순 소각 및 매립되고 있는 실정이다. 그러므로 본 연구에서는 단순하게 외관상의 분류만을 고려하여 설정한 현행 "건폐법"과는 달리 최초 발생단계에서부터 최종처리까지 건설폐기물의 흐름을 보다 효율적으로 제어할 수 있도록 건설폐기물의 분류를 크게 가연성, 불연성, 가연성 불연성 혼합, 기타 등으로 분류하였다. 가연성 폐기물의 경우 기존의 소각 폐기물을 중심으로 폐목재, 폐섬유 등 기존의 소각 폐기물을 중심으로 분류를 하고 불연성은 재활용이 원활한 건설폐재류와 기타로 구분, 혼합건설폐기물은 발생 자체부터 서로 다른 물질이 결합되어 있어 분리 자체가 어려운 폐기물을 대상으로 하였다. 또한 이상에서 폐기물은 지정폐기물을 제외하고 모든 기타 폐기물로 분류하도록 하였으며 기본적으로 건설현장에서 발생하는 폐기물은 1차적으로 가연성, 불연성, 혼합폐기물로 분류하여 배출하는 시스템이 되도록 폐기물의 분류를 실시하였다.

• 한국응용과학기술학회지
• /
• 제30권4호
• /
• pp.770-778
• /
• 2013

In this study, a liquid carbonation method was applied for producing precipitate calcium carbonate by liquid-liquid reaction. We recycled the recycling water of ready-mixed concrete, one of construction waste for use source of carbonate ion. A supernatant separated from the recycling water of ready-mixed concrete, as a result of ICP analysis of a cation, $Ca^{2+}$ was contained up to 1100 ppm. We used MEA as a $CO_2$ absorbent for the liquid carbonation. A precipitate $CaCO_3$ was produced at more than MEA 20 wt%. The precipitate $CaCO_3$ as a final product was separated and dried. The result of XRD was confirmed the generation of $CaCO_3$ to calcite structure.

• Geomechanics and Engineering
• /
• 제17권5호
• /
• pp.413-420
• /
• 2019

The changes in earth pressure and ground settlement due to underground excavation near an existing retaining wall were studied experimentally according to the separation distance between the underground excavation and the retaining wall. In addition, this study attempted to experimentally prove that the arching phenomenon occurred during the construction of the underground space. A model tank having 120 cm in length, 160 cm in height, and 40 cm in width was manufactured to simulate underground excavation through the use of five separated base wall bodies. The variation of earth pressure on the retaining wall was measured according to the underground excavation phase through the use of 10 separated right wall bodies. The results showed that the earth pressure on the retaining wall was changed by the lowering of the first base bottom wall; however, the earth pressure was not changed significantly by the lowering of the third base bottom wall, since the third base wall had sufficient separation distance from the retaining wall. Lowering of the first base wall induced a decrease in the earth pressure in the lower part of the retaining wall; in contrast, lowering of the first base wall induced an increase in the earth pressure in the middle part of the retaining wall, proving the arching effect experimentally. It is necessary to consider the changes in earth pressure on the retaining wall in designing earth retaining structures for sections where the arching effect occurs.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2010년도 추계학술대회 논문집
• /
• pp.201-207
• /
• 2010

In this study, the SIP (Soil-cement Injected precast Pile) method among the Low-vibration & Low-noise pile driving methods was decided into study compensation. Ground vibrations by the SIP methods step by step divide and were analyzed. Quantitative response values and ground vibration equations with reliability were presented from findings of this study. Also, vibration responses that are occurred by the SIP method of construction were compared as quantitative with vibration responses by general method of construction that are presented in existent study. Ground vibration values by the SIP method correspond to level of 17 ~ 57% of values that are assumed by the Attewell & Famer's equation, respectively, and these result compares in reliability 50% and separated distance 10 ~ 50 m. Also, those values were analyzed that correspond to level of 14 ~ 96% of ground vibration values by the Prof. Park's equation, respectively. Construction limit extents, separation distances from vibration occurs position, were presented that can satisfy domestic criteria for vibration control for the SIP methods. Those presented in this paper were divided newly according to reliability.

• 국제초고층학회논문집
• /
• 제5권1호
• /
• pp.21-30
• /
• 2016

The structural efficiency of tall buildings heavily depends on the lateral stiffness and resistance capacity. Among those structural systems for tall buildings, outrigger system is one of the most common and efficient systems especially for those with relatively regular floor plan. The use of outriggers in building structures can be traced back from early 50 from the concept of deep beams. With the rise of building height, deep beams become concrete walls or now in a form of at least one story high steel truss type of outriggers. Because of the widened choice in material to be adopted in outriggers, the form and even the objective of using outrigger system is also changing. In the past, outrigger systems is only used to provide additional stiffness to reduce drift and deflection. New applications for outrigger systems now move to provide additional damping to reduce wind load and acceleration, and also could be used as structural fuse to protect the building under a severe earthquake condition. Besides analysis and member design, construction issue of outrigger systems is somehow cannot be separated. Axial shortening effect between core and perimeter structure is unavoidable. This paper presents a state-of-the-art review on the outrigger system in tall buildings including development history and applications of outrigger systems in tall buildings. The concept of outrigger system, optimum topology, and design and construction consideration will also be discussed and presented.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2015년도 추계 학술논문 발표대회
• /
• pp.99-100
• /
• 2015

Significant amount of bottom ash has been produced in the power plant located at southeast region of Korea, but those were abandoned in the pond site without any treatment. In these days, there is a strong move to enforce environmental regulations to protect surrounding nature, a lot of pressure is given to the power plant industry to remove hazardous chemicals from their waste material before landfill or site storage. The overall objective of this research is to separate hazardous chemicals from the bottom ash, and use it safely as sustainable construction material. In this specific study, magnetic separation of bottom ash was applied, and used as a fine aggregates to make mortar specimens. According to the results, it was found that the use of bottom ash decreased 28-day compressive strength. However, using non-magnetic bottom ash provides best results in terms of thermal conductivity, showing strong possibility to be used as heat insulating material.

• 건축역사연구
• /
• 제23권2호
• /
• pp.39-52
• /
• 2014

This study researched changes over time regarding the location and spatial characteristics of modern meteorological stations, and examined the characteristics of modern meteorological station construction using the location and spatial characteristics of the Busan Meteorological Station. First, meteorological stations were located in port areas, and then moved to high altitude areas for stable meteorological observation beginning in the transition phase. Here, office buildings and residences were joined, but were separated due to the increase in functions from the stabilization phase. Second, as for spatial composition, in the establishment phase, existing buildings were used, and the scale of newly constructed buildings differed according to time and area. However, after the Japan-Korea Annexation, with increased funds and increased observation equipment, floor plans subdivided by function started to appear. In the stabilization phase, space was subdivided with redundancy due to the increase in functions. In the wartime transition phase, '一' shaped floor plans with redundancy became the norm. Meanwhile, the location of the maritime customs where the first meteorological observations took place after the opening of the ports, and the location and construction of the Busan Temporary Observatory built in the meteorological observation transition phase (1905) were investigated. Also, through the investigation of the Busan Meteorological Observatory, newly constructed before 1934, the location and spatial characteristics of modern era meteorological observatories were studied.