• 인간식물환경학회지
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• 제21권6호
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• pp.545-555
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• 2018

The purpose of this study was to analyze land use plans of 61 residential complexes and identify the factors that caused the variation of urban parks and green space ratio depending on the land ownership processing method. The ratio of urban parks and green space of expropriation districts was higher than that of replotting districts. Within the same city and country as well as other regions, the parks and green space ratio of land expropriation districts increased higher than 7% compared to that of replotting districts. The variation of urban parks and green space ratio was mainly related to the ratio of road. Small housing complexes such as detached house and quasi-residential sites resulted to expand space for road construction, thus, the areas of urban parks or green space came to reduce. The average urban parks and green space ratio in the urban development by the expropriation method and replotting method are 24.5% and 16.8% respectively. In order to prevent the reduction of urban parks and green space ratio according to the preference of detached house sites or quasi-residential sites in development zones, it is necessary to make systematic adjustment such as adjusting the urban parks and green space ratio securing standard.

• 한국공간구조학회논문집
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• 제21권3호
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• pp.25-34
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• 2021

This study develops a new device system for measuring a slope of object with non-adhesive, non-contact and non-face-to-face, namely Inclinometer Slope Laser Measuring (ISLM), that is applicable in the field. This system includes cradle, laser, camera, and computer and the filming and is performed after laser projection at programmed intervals. After measuring the amount of displacement converted to numerical values, these values can then be transferred to the office using the selected data transmission method. The obtained results from the test carried out to verify the reliability of the ISLM system indicated that the ISLM system can measure with accurately level of 0.1mm/Pixel at 1m distance and when increasing the camera resolution, the precision might increase proportionally. Therefore, the proposed measure system may widely apply on-site for various constructions, especially, in the case of object with very high surface temperature where exhibits difficulty to directly measure the adjacent structures. However, due to the sensitive reaction to the illuminance, this method can be applied with caution at times of large changes in illuminance, such as at dawn and at dusk.

• 화약ㆍ발파
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• 제17권1호
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• pp.27-55
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• 1999

The excavation works for deep foundation in urban areas have recently increased complaints of blasting vibration and settlement of ground level. Foundation must be excavated approximately up to 24-28m depths from the surface. The roads and subway line pass through the excavation area. The Dae-chung station is also located at the nearest distance 5-35m from the working site. To protect subway station and adjacient some structures from blasting and settlement, the level of ground vibration, displacements and stress were monitored and analyzed. The results can be summarized as follows ; 1. An empirical particle velocity equation were obtained by test blasts at Nassan Missi 860 Office tel construction site. $V{\;}={\;}K(D/\sqrt{W})^{-n}$, where the values for n and k are estimated tobe 0.371 and 1.551. From this ground vibration equation, the max. charge weight per delay time against distance from blasting point is calculated. Detailed blasting method is also presented. 2. To measure the horizontal displacement in directions perpendicular to the borehole axis, 6 inclinometers installed around working sites. The displacement at the begining was comparatively high because the installation of struts was delayed, but after its installation the values showed a stable trend. Among them, the displacement by 3 inclinometers installed on a temporary parking area showed comparatively high values, for example, the displacement measured at hole No. IC-l recoded the max. 47.04mm for 6 months and at hole No. IC-2 recorded the max. 57.33mm for 7 months. So, all of these data was estimated below a safe standard value 103mm. 3. Seven strain gauge meter was installed of measure the magnitude and change of stress acted on structs. The measured value of maximum stress was $-465{\;}kgf/\textrm{cm}^2,{\;}-338.4{\;}kgf/\textrm{cm}^2,{\;}302.3{\;}kgf/\textrm{cm}^2$ respectively. In compareto the allowable stress level of steel, they are estimated to be safe.

• 한국대기환경학회지
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• 제18권6호
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• pp.539-546
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• 2002

The physicochemical properties of solid wastes generated from seven highway service areas, four branch offices, and one construction site were analyzed in concert with air pollutants including heavy metals emitted from near-by small-scale incinerators. The amount of solid wastes generated from highway areas has been increasing with recent increases in the number of highways and passengers. Twelve incinerators examined in this study generally had capacity smaller than 100 kg/hr, most of which were equipped with cyclone for dust removal. It was seen that the concentrations of the gas-phase air pollutants (e.g., SO$_2$, NO$_{x}$, HCl and H$_2$S) were above the acceptable emission standards except one or two sites. CO concentrations at all incinerators were also higher due to incomplete combustion. In addition, particulate matters showed concentration six times higher at their maximum. The results of heavy metal analysis showed that the concentrations of Cu, Cd, and Ni satisfied the emission standards. whereas Pb at one site and Zn at five sites exceeded the standards. Cr measurement results indicated that 9 of 12 incinerators had higher values than the standard; especially one branch office showed nine times higher than normal concentration. In order to satisfy more stringent emission standards in the near future, it is necessary to install air pollution control system and to develop an intensified management plan.n.

• 콘크리트학회논문집
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• 제16권5호
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• pp.645-650
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• 2004

도로 구조물인 교량은 시간이 경과함에 따라 사회적, 경제적, 또는 교통환경 변화 등 여러 가지 원인에 의해서 공용중인 교량에 확장 공사를 수행하게 된다. 교량의 확장 공사 구간 중 신$\cdot$구 콘크리트 접합부 최종 연결 콘크리트를 타설할 때, 기존 교량의 상부에 통행중인 차량의 동하중에 의해 발생되는 진동이 양생 중 콘크리트 구조물에 영향을 미치게 된다. 초기양생중인 콘크리트가 소정의 강도를 유지하기 위하여 외부로부터의 진동이나 충격 등에 적절히 보호되어야 함에도 불구하고 현행 설계기준에는 명확한 규정이 없는 실정이다. 따라서, 본 논문에서는 초기양생중인 콘크리트에 임의의 진동을 가력하고, 진동속도와 진동 가력 시간으로 실험변수를 구분하여 콘크리트의 압축강도와 부착강도에 대한 특성평가를 수행하였다.

• Architectural research
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• 제22권2호
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• pp.41-52
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• 2020

Laboratory buildings with specialized equipment and ventilation systems pose challenges in terms of efficient energy use and initial construction costs. Additionally, lab spaces should have flexible and efficient layouts and provide a comfortable indoor research environment. Therefore, this study aims to identify the correlation between the facade of a building and its interior layout from case studies of energy-efficient research labs and to propose passive energy design strategies for the establishment of an optimal research environment. The case studies in this paper were selected from the American Institute of Architects Committee on the Environment Top Ten Projects and Leadership in Energy and Environmental Design (LEED) certified research lab projects. In this paper, the passive design strategies of space zoning, façade design devices to control heating and cooling loads were analyzed. Additionally, the relationships between these strategies and the interior lab layouts, lab support spaces, offices, and circulation areas were examined. The following four conclusions were drawn from the analysis of various cases: 1) space zoning for grouping areas with similar energy requirements is performed to concentrate similar heating and cooling demands to simplify the HVAC loads. 2) Public areas such as corridor, atrium, or courtyard can serve as buffer zones that employ passive solar design to minimize the mechanical energy load. 3) A balanced window-to-wall ratio (WWR), exterior shading devices, and natural ventilation systems are applied according to the space programming energy requirements to minimize the dependence on mechanical service. 4) Lastly, typical laboratory space zoning categories can be revised, reversed, and even reconfigured to minimize the energy load and adjust to the site context. This study can provide deep insights into various design strategies employed for construction of green laboratories along with intuitive arrangement of various building components such as laboratory spaces, lab support spaces, office spaces, and common public areas. The key findings of this study can contribute towards creating improved designs of laboratory facilities with reduced carbon footprint and greenhouse emissions.

• 한국도로학회논문집
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• 제4권3호
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• pp.43-49
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• 2002

국내 아스팔트 포장은 중차량 교통량의 증가와 겨울철 및 여름철의 온도차이가 크게나는 환경조건하에서 공용되고 있다. 이러한 요인으로 인하여 포장 조기파손의 대부분인 소성변형의 문제점이 심각하며, 이에 대한 개선책으로 개질 아스팔트의 적용에 대한 연구들이 활발하게 진행되고 있다. 그러나, 대부분의 개질 아스팔트의 사용이 표층을 절삭하고 택코팅후 시공되고 있으며, 신설도로의 포장이 아닌 유지보수에서 많이 사용되고 있다. 본 연구는 부산지방국토관리청 산하의 신설국도의 도로포장현장에 개질 아스팔트 혼합물이 적용된 기층 위에 표층용 개질 아스팔트인 SBS PMA 혼합물과 PSMA 혼합물에 대하여 2차로로 200m를 시험 시공하였으며. 나머지 구간은 일반밀입도 아스팔트 혼합물로 시공하였으며, 시공에 사용된 재료에 대한 실내시험을 통한 공용성 및 장기 공용성 평가를 실시하고자 하였다. 실내 실험은 마샬안정도시험, 강도시험과 휠트랙킹 시험을 하여 분석하였으며, 현장의 시험 시공시 온도관리 및 평탄성에 대한 평가를 기초로 향후 장기 공용성 평가와 LCC 분석을 실시하여 가장 경제적인 개질 아스팔트를 평가하여 설계에 반영하고자 한다.

• 한국지반공학회논문집
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• 제26권5호
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• pp.37-48
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• 2010

본 연구에서는 침투압이 주기적으로 변화하는 연근해 가물막이 시공현장에 적용하기 위해서 수두손실그래프에 의한 침투류 감시기법을 개발하였다. 이 기법에서 새로이 정의된 수두손실율은 0~1 사이의 값으로 나타나며 0이면 완전통수상태, 1이면 완전차수상태를 나타낸다. 수두손실그래프의 결정계수가 1에 가까우면 침투경로상의 지반은 안정된 상태에 있음을 나타내고 0에 가까우면 공동이 존재할 수도 있고 파이핑이 진행 중일 수도 있다. 수두손실그래프에 의한 안전관리기법은 침투상태의 변화를 민감하게 감지할 수 있도록 하며 전체 현장에 적용할 경우 각 위치별 하부지반의 침투상태를 세부적으로 판단할 수 있도록 한다.

• 토지주택연구
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• 제10권4호
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• pp.41-50
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• 2019

This study was started to study the buffer zone of Daejeon metropolitan city in order to study the policy and environment for the suitability evaluation of the use of green buffer zone. The target of the study was selected as the buffer zone of western buffer, which is frequently used in the Daejeon Metropolitan City, and a preliminary index was selected to evaluate the suitability of the green buffer zone. AHP analysis was conducted to increase the reliability of the preliminary indicators and the weight was analyzed by questionnaires to experts and practitioners. In addition, based on the existing statistical data, we rebuilt the green buffer zone and investigated the current condition, and compared and analyzed the green buffer zone and the places where they did not. The results are as follow. First, unlike the statute interpretation that construction can not be done in buffered green spaces, green buffer zones have been utilized in various ways. However, the lack of advanced citizen consciousness of the residents, the responsibility of the responsible person, and the problem of the management office alone are causing problems. Second, according to the results of AHP questionnaire analysis, functional and stability among the appropriateness indexes of green buffer zone utilization were evaluated highly. Park accessibility and utilization potential also weighed somewhat, and it was judged that the epochal trend was more important in the use of green buffer zones. Third, analysis of the status of Western green buffer zones in Daejeon showed that the utilization rate was more than half. This suggests the necessity of judging the appropriateness of the application of the green buffer zone effectively due to the change of the perception of the green buffer zone of the residents. Fourth, as a result of comparing and analyzing the site where the site is used and the site where it is not, it is found that it is used within a range that does not greatly affect each index. However, as the stability has decreased, we have decided that the utilization method is most damaging to the green zone, and we should strive to improve the stability in future. Finally, the analysis of a red clay road and a red clay road sites decreased from Class I of stability to Grade II. However, the fall figure showed a difference between the 13 % drop rate of the target location and the 5% decline rate of utilization. The difference was analyzed as the difference of width of a red clay road. This can be regarded as one of the ways of damaging the green zone to the minimum extent, which is a great advantage in selecting the future utilization plan.

• 한국수자원학회논문집
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• 제45권10호
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• pp.1051-1067
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• 2012

겨울철 작물재배를 위해서 비닐하우스 보온을 위한 수막시설의 이용이 늘어나고 있어 과다한 지하수 이용에 따른 수위 강하 및 하천수 감소를 유발하고 있다. 따라서 수막시설재배 지역에서의 지하수 양수가 지하수 대수층과 연결된 하천에 어떠한 영향을 미치는 지를 정량적으로 평가해야 할 필요가 있다. 본 연구에서는 경기도 이천시 신둔면 수하리 일대 수막시설재배지역에 지하수위와 온도를 계측하기 위한 지하수 관측공을 제내지와 제외지에 설치하고 관측 결과를 분석하여 지하수 양수에 따른 하천-지하수 상호유동계의 변화를 평가하였다. 연구대상지역은 수위와 수온 관측 결과, 수막시설재배기간 동안 지하수 양수의 영향으로 하천수가 지하수계로 유입되는 손실하천의 양상을 나타내었다. 하천바닥층에 대해 침윤계 실험을 통해서 유도한 수두차와 침윤량간의 관계에 자동관측된 수위자료를 대입하여 하천과 지하수계 상호간 유동량의 연속적인 변화를 산정한 결과 수막시설재배가 한창인 2월말에는 지하수 이용량의 약 16% 만큼의 하천수가 감소하는 것으로 분석되었다.