최근 기후변화와 도시화로 인한 수재해 문제가 증가하고 있으며, 이에 대응방안인 저영향개발(Low-Impact Development, LID) 기법에 관한 연구가 확대되고 있다. LID 기법은 도시 내의 우수유출수를 저감시켜 다양한 수재해 문제를 친환경적으로 제어하고, 도시 개발 이전의 물순환 체계로 회복시키는 기술이다. 하지만 LID 기법에 관한 정량적 데이터가 부족한 실정이다. 따라서 본 연구에서는 저류형 LID 기술인 식생화분(Planter Box)의 Curve Number (CN)값을 산정하여, 물순환(침투, 유출, 월류수) 분석을 실시하였다. Planter Box의 물순환 분석에 관한 강우강도 시나리오(60.4 mm/hr, 83.1 mm/hr, 97.4 mm/hr, 108.2 mm/hr)는 부산시 확률강우강도표(2010)를 이용하여 선정하였다. 실험 결과는 건물화분3 (BPB-3)과 거리화분3(SPB-3)에서 우수저류율이 각각 43.5%∼52.9%, 33.4%∼39.0%로 나타났다. 또한 BPB-3에서 CN값은 평균 83이 산출되었고, Horton 침투능 곡선식 적용에 따른 우수유출효과는 17%∼96%로 나타났다.

The purpose of this study was to investigate changes in the external thermal environment, following the application of evaporative cooling systems in buildings, in response to climate change. In order to verify changes in the external thermal environment, a T-test was performed on the microclimate, Thermal Comfort Index (TCI), and building surface temperature. Differences in microclimate, following the application of the evaporative cooling system in the building, were significant in terms of temperature and relative humidity. In particular, temperature decreased by more than 7% when the evaporative cooling system was applied. According to the results of the Thermal Comfort Index analysis, the Wet-Bulb Globe Temperature (WBGT) was below the limit of outdoor activities, indicating that outdoor activities were possible. The Universal Thermal Climate Index (UTCI) values were within the very strong heat stress range when the evaporative cooling system was not applied, When the system was applied, the UTCI values were within the strong heat stress range, indicating that they were lowered by one level. The building surface temperature decreased by ~10% or more when the evaporative cooling system was applied, compared to when it was not applied. Finally, the outside surface temperature of the building decreased by ~12% or more when the system was applied, compared to when it was not applied. We conclude that the energy saving effect of the building was significant.

This paper present change and expectation effectiveness after reforming raw and revising guideline about seismic performance evaluation of buildings. After reforming raw, many high-rise and large spatial structure will be included as ‘duty subjection of seismic performance evaluation’. And the guideline will change performance objectives, seismic hazard and require nonlinear dynamic analysis, structural consideration about masonry etc. After this reformation and revision, it is expected that the duty subjection of seismic performance evaluation will be extended and the raw and guideline require more high-degree specialization.

This research presents one of new architectural SUPER concrete structural members which were designed with nonuniform curvilinear shapes. SUPER concrete had the compressive strength of 80MPa to 200MPa, the tensile strength of 8MPa to 20MPa, and had high ductile tensile strains. Nonuniform concrete formwork were invented and specimens were manufactured to verify by test.

This paper presents the loading safety of slab structures during building demolition to establish practical criteria of demolition work. The weight of stacking debris and woring machine.are loaded on the slab structures and the structural safety of slab structures is investigated based on structural analysis.

The number of deteriorated buildings is increasing every year, and the number of accidents is increasing due to the lack of timely diagnosis, maintenance, and reinforcement. The number of specialized institutions that can diagnose this is limited compared to the number of deteriorated buildings, and a lot of time and resources are invested in the absence of advanced diagnostic techniques based on the evaluation factors of deteriorated buildings. Therefore, it is necessary to build an improved building diagnosis platform by examining the reliability of existing diagnostic evaluation factors for accurate and rapid building diagnosis.

While cities became bigger and bigger since 1990s, many indiscretely high buildings started to be built in the mountain areas inside a city and in the rural areas in the suburb of each city. To regulate such indiscrete developments, the government prepared for some relevant legal and institutional criteria by having enacted the “Landscape Act” and established a strong management means in the legal and institutional aspects by having introduced the natural landscape deliberation system and the landscape deliberation one into the “Natural Environment Conservation Act.” However, since some uniform levels of absolute height and no. of stories are suggested legally and institutionally, it is hard to consider the effects of a real building structure onto the relevant landscape. Accordingly, this thesis is intended to grasp the contrast of the landscape elements in the allowable height section, which is presented through landscape sensitivity. As the results from the visual contrast rating on a small apartment complex located in Dangjin and a large scale of apartment complex in Seosan as the apartment complexes surrounded with natural landscapes that were selected as the subjects of this study, the following conclusion can be finalized. First, there were deducted some factors, that is, forms, lines, colors, textures and sizes as the ones with which can measure and evaluate the contrasting properties when a structure gets into a natural landscape. Second, in case of a small scale of apartment complex (in the foreground) compared to a large one (in the foreground), it was found that the contrasting properties were bigger. In addition, it was also found that the contrasting property of the landscape factor of the foreground compared to that of the middle one becomes bigger depending on a distance. Third, as the results from an evaluation on the contrasting properties of the landscape factor depending on the changes of each floor of a structure, it was found that the factors, that is, forms, lines, colors, textures and sizes are very significant. Among those factors, the factors, forms and lines in a small scale of apartment complex (in the foreground) showed each log regression. But in all of the other cases, they showed each line regression. Fourth, as the results from examining the regression coefficients of the landscape factor, the coefficients of the shapes and lines have similar coefficients and the colors and the textures have similar ones, too. In case of the sizes of apartment complexes, the colors and the textures of a large apartment complex (in the foreground) have similar coefficients, in case of that in the middle ground, the shapes and lines have similar coefficients. Fifth, as the results from estimating the contrasting properties of the landscape factor on the floors within the allowed scope of the landscape sensitivity, it was found that the contrasting property was 3.5 to 4.9 in case of a small scale of apartment complex (in the foreground), but 2.5to 3.7 in case of a small scale of one. In case of a large scale of apartment complex, the value was 3.5 to 5.3, but in case of a large one in the middle ground was 2.9 to 4.9. Sixth, it was comprehended that the contrasting properties of the landscape factor become different depending on each size of apartment complex and the distance of a view point. In this study, it is intended to find the meaning from the aspect that the results can be used as the baseline data for comprehending a proper range of heights of structures objectively during a natural landscape deliberation or a landscape deliberation.

전 세계적으로 테러의 위협이 가중되고 일반 상업건축에 대한 방폭설계의 요구가 증가하고 있는 현실을 직시하여, 본 연구에서는 기본적인 방폭설계의 개념을 정립하고 실제 설계사례를 통하여 방폭성능을 평가하는데 목표를 두고 있다. 비록 지진하중과 폭파하중에는 많 은 차이점이 있지만, 그 설계법은 구조물의 소성거동을 허용하고 연성을 갖도록 설계한다는 점에서 유사하다. 본 연구에서 제시된 대상 건물에 대한 방폭성능 평가를 통하여, 일반하중에 대하여 잘 설계된 건물은 어느 정도 수준의 방폭성능을 확보하는 것으로 나타났다. 그러나 구조물에 작용하는 폭파하중은 무기의 종류, 등가의 TNT량, 폭발점에서 목표물까지의 최단거리인 촛점거리 등에 따라 달라지기 때문에 일반화하기에 는 무리가 있다. 희생구조물을 배치하거나 예상되는 폭발점에서 주요 구조부재까지의 촛점거리를 일정수준 이상으로 유지하는 건축 계획적인 노력은 건물의 방폭성능을 향상시킬 수 있는 쉽고 효과적인 방법이다.

최근 시설물의 안전 및 유지관리에 관심이 증대되고 있으나, 발주처의 저가발주로 인해 안전진단전문기관은 부실화 되고 부실 점검 및 진단으로 인한 많은 문제점들이 야기되고 있다. 따라서 본 연구에서는 실무자들의 인식조사와 사례분석을 통해 실행대가 현황을 고찰하 였으며, 그 결과 정밀안전점검은 대가기준 조정보다는 대가기준의 효율성 증대 및 강제성 강화가 필요한 것으로 판단된다. 또한 정밀안전진단은 연면적 10,000㎡미만 시설물에 대한 대가기준 설계금액을 현재 기준에서 80%로 하향조정하고, 그 이상의 시설물에 대해서는 현행 대가기준을 적용하되, 대가기준의 강제성 강화가 필요할 것으로 판단된다.

As high-rise buildings came in, the landscape of rural areas and natural landscapes often got damaged. Therefore, this study aims to prevent this, grasp the extent of the influence of the surrounding landscape, to grasp the range of height that can be permitted and present the direction of landscape management of agriculture and natural landscape. This study tried to grasp the range of height by using price sensitivity analysis method for two apartment and apartment complex which entered DangJin city and SeoSan city. First, in the case of a two apartment, the range of the height allowable section was from the 6th floor to the 11th floor in close range view, and it was a section from the 7th floor to the 12th floor in medium range view. In the case of the apartment complex, the range of the height allowable range was from the 10th floor to the 17th floor in close range view, the 9th floor to the 16th floor in medium range view. The stress index was found to be positive in a two apartment in close range view, and in the apartment complex case. therefore it was better to set it to a lower in the Range of Acceptable Height(RAH). Second, it showed no difference in the sensitivity of landscape to gender. Thirdly, the results of the landscape sensitivity analysis of major and non-major showed the difference in the medium range view picture of the apartment complex. Majors are lower than the point of minimum height(PMinH) than non-Majors. In the case of major, the stress index was 1.4. it turned out that it was better to make a decision closer to point of minimum height (PMinH). In the case of non-major, the stress index was –1.3. it was also able to accept decision close to the point of maximum height (PMaxH). Since the results of the above research gave changes only in the variable of the height of the landscape, we can not grasp the point of interaction with other variables, and future research is considered necessary.

화력발전소 전기집진기에서 포집되는 FA(Fly ash)는 재활용률이 높으나 화력발전소 노에 떨어지는 BA(Bottom ash)는 FA에 비해 매우 낮은 편이다. 또한 FA에 대한 연구는 활발하게 진행되고 있는 반면 BA에 대해서는 매우 저조하다. 한편 지속적으로 건축 공사 수요가 있지만 건축 재료를 과거처럼 용이하게 그리고 저렴하게 공급 받기는 더욱 어려워지고 있는 실정이므로 BA를 건축 재료로 활용할 수 있게 하는 연구는 매우 유용할 것으로 판단된다. 따라서 본 연구에서는 재활용률이 저조하여 처리에 부담이 되었던 BA를 최대한 재활용할 수 있도록 건축 재료로 연구 개발하여 BA 재활용률을 높일 뿐만 아니라 BA 처리의 부담을 줄이고, 또한 저렴한 건축 재료를 용이하게 다량 확보할 수 있도록 화력발전소에서 발생한 BA가 건축 재료로 갖고 있는 다양한 특성에 대하여 연구하였다. 화력발전소에서 발생한 BA를 건축 재료로의 특성에 대하여 연구를 진행한 결과 타 재료에 비해 경량성과 단열성이 매우 우수함은 물론 원적외선 방사률 등도 비교적 우수하게 나타났다.

This study investigated and analyzed the housing type of North Korea and the current status of standard housing construction. The purpose of this study is to establish a strategy for securing the safety of North Korean standard houses with relatively low structural performance compared to South Korea. In addition, we will use this data as basic data for planning a low-cost emergency reinforcement method to prepare against the natural disasters that are taking place frequently.

This study evaluate the characteristics of the wind pressure calculated by CFD(Computational Fluid Dynamics). The wind pressuress of each direction are calculated and the characteristics of them are analysed using the result of the CFD(Computational Fluid Dynamics).

This study evaluate the characteristics of the wind pressure proposed by KBC2016(Korean Building Code 2016). The wind pressuress of each direction are calculated and the characteristics of them are analysed using the result of the wind loads design criteria of the KBC2016.

BIM is an opportunity to implement construction IT. BIM has brought two changes. One is the change of geometric Information. It is the transition from 2D CAD to 3D model. The other is property changes. Requires conversion from data to information. This is a confergence of geometric information and attribute information, and BIM requires convergence in the construction work process. This study aims to present a method for activating BIM in Project management. The first task after the design is quantity take-off. The QTO is a process of converting the geometric information (Analog) into the attribute information (Digital). This QTO-database is important information that can be based on Project management. Therefore, it is necessary to construct information that is useful from QTO. It is WBS-CBS integrated information. BIM-based QTO refers to linkage between 3D model object and WBS-CBS. Through this study, we show the method of WBS-CBS integrated information based on BIM and show the applicability of BIM through actual case. This study is expected to be a basis for the successful implementation of BIM-based project management.

Recently, interest in the safety and maintenance of the structures is growing. However, due to the low-cost order placed by the ordering organization, the safety diagnosis specialized institution becomes insolvent and many problems have arisen due to insufficient inspection and diagnosis. Therefore, in this study, the current status of bid cost was examined through the survey of the practitioners and case analysis. As a result, Precision safety diagnosis, the criteria cost for structures with a floor area of less than 10,000 ㎡ is lowered to 80 % from the current standard. For structures larger than that, the current criteria cost are applied, but it is deemed necessary to strengthen the rigidity of the criteria cost.

본 연구에서는 용사기법에 의해 콘크리트 표면에 금속피막을 형성하는 새로운 마감 의장기법의 가능성을 검토하기 위하여, 콘크리 트의 함수율 변화에 따른 금속피막의 부착성능에 대하여 실험적인 연구를 수행하였다. 그 결과, 선재의 색은 용사 후에도 변하지 않는 것을 알 있었고, 콘크리트 부착강도 기준인 2.5 MPa를 확보하기 위한 하지 콘크리트의 함수율을 10% 이하로 관리하면 금속피막의 부착강도눈 확보되 는 것으로 판단된다. 또한, 콘크리트와 금속피막의 부착강도를 증진시키기 위해서는 표면강화제에 의한 콘크리트 표면강화와 함께 금속피막 을 봉공처리제로 봉공하는 것이 매우 유효한 것을 알 수 있었다.

알루미늄은 낮은 비중을 가지는 금속으로 철에 비하여 상대적으로 가볍고 비강도가 크므로 건축물의 외장 재료로 많이 사용되고 있다. 알루미늄의 경우 다른 금속에 비해 산화되기 어렵고 낮은 융점으로 인해 사용이 끝난 알루미늄 재료의 경우 녹여서 재활용이 가능하다. 건축물 외장 재료로 사용되는 복합 패널의 경우 철, 동, 강 등의 금속과 알루미늄이 결합된 구조로 되어 있고 알루미늄을 분리할 경우 쉽게 재활용이 가능한 장점을 가지고 있다. 이러한 복합 패널에서 사용되고 있는 알루미늄을 재활용하기 위해서는 결합된 소재들을 분리하는 단계가 필요하다. 알루미늄 복합 패널은 건축물 철거 시 발생하는 폐자재로 일정한 형태가 없고 크기가 다르므로 일반적인 재활용 장비에서 처리하기에는 어려운 상황이다. 일반적으로 대부분의 재활용 업체에서는 가열하거나 수작업을 통해 알루미늄을 분리하고 있지만 가열방식에서는 유해가스 배출로 인한 환경 문제와 수작업을 통한 높은 인건비 비용에 대한 문제점이 나타나고 있다. 따라서 본 연구에서는 다양한 형태의 복합 패널 폐자재(스크랩)를 효율적으로 재활용할 수 있는 설비 및 방법을 개발하는 것을 목적으로 한다. 개발된 장비를 통해 복합 패널을 일정한 크기로 분쇄하고 파쇄된 복합물에서 알루미늄과 폴리에틸렌을 분리하여 최종적으로 분리된 알루미늄을 일정한 크기의 그래뉼 입자로 만들었다. 구조해석을 통해 장비의 안전성을 검증하고 일정한 크기 및 순도를 가진 알루미늄 그래뉼 입자가 생성되는지를 확인하였다. 최종적으로 생산된 알루미늄 그래뉼 입자의 순도 및 크기를 분석하여 건축용 복합 패널 스크랩의 알루미늄 재활용성에 대한 평가를 분석하였다.