• 한국조경학회지
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• 제37권1호
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• pp.43-49
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• 2009

1985년과 1997년 차량등록대수가 각각 100만대와 1,000만대를 돌파하면서 주로 지상에 설치되었던 공동주택의 주차장이 지하에 설치되는 계기가 마련되었다. 이에 따라 공동주택의 식재설계도 많은 변화가 뒤따랐다. 본 연구에서는 청주시에 위치한 공동주택단지를 대상으로, 주차장 설치기준을 지상형, 지상 지하혼합형 그리고 지하형으로 구분하여 식재설계 특성을 분석하고자 하였다. 세대당 주차율은 지상형에 비해 지하주차장을 설치하기 시작한 지상 지하혼합형에서 2배 이상의 증가를 나타냈다. 지하주차장 설치비율이 매우 높아진 지하형으로 바뀌면서 세대당 1대 이상을 주차율을 확보할 수 있었다. 녹지율은 지상형에서 지상 지하 혼합형으로 바뀌면서 큰 변화는 없었지만, 전용면적당 녹지율은 오히려 감소하여 녹지의 질적인 측면에서는 낮은 것으로 분석되었다. 2000년도 이후에 건설된 공동주택의 주차장은 대부분 지하에 조성되어 녹지면적이 증가되는 경향을 나타냈다. 식재설계에 사용되는 수종은 병충해에 약하고 혐오감을 줄 수 있는 수종은 점차 사라지는 추세이며 수형이 아름답고, 꽃과 열매를 감상할 수 있는 수종이 많이 식재되는 특성을 나타냈다. 상록수의 식재는 공동주택 건설 초기에 많이 식재되었던 향나무는 점차 줄어들고, 소나무의 식재가 많이 늘어나는 추세였다. 2000년 이후에 건설된 지하형 공동주택에서부터 식재되기 시작한 초화류는 꽃을 감상할 수 있고, 화려한 외형적 특징으로 앞으로의 사용은 더욱 증가할 것으로 예견되었다.

• 한국조경학회지
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• 제26권3호
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• pp.297-311
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• 1998

Landscaping on artificial ground is currently served as a means to imposing a greenery benefit on high-density and high-rise apartment sites. It functions as a sub-hierarchy in apartment planning such as ornamental element from the past. Major parking space tends to be allocated on the basement area in response to the required parking regulation. Therefore, competitive relatioinship between the parking and greenery space I limited outdoor of apartments leads to the development planning strategy and technology of artificial ground. This study aims at evaluating landscape planning on artificial ground of apartment complex through several approaches such as site survey, plan drawing analysis, and interview with related field experts. 15 survey apartment sites including Bundang Model, Shindaebang-dong, Pyoungchon Hyundai Apartments have been selected for conducting the research. Main results of this study are summarized below : First, scattering allocation of artificial ground between apartment building units is a dominant plan layout type among the survey sites. Even though unifying allocation type has an advantage to maximize underground parking space, it has a difficulty in maintaining proper soil ground base for nurturing plants. Therefore, underground parking space should be planned by unifying allocation type placed separately from apartment units. This plan type can provide a balanced planting between soil and artificial ground on surface level. Second, It is strongly recommended to integrate the whole planting base which involves architectural structure, drainage, and water proofing above the planting design. When considering that process as a professional subject dealing with natural material such as trees and shrubs, those tasks should be directed by landscape architectural divison and landscape architect. And planting area for artificial ground has to be specified in initial phase of architectural design. This step provides an opportunity to make a proper decision on structural load, drainage, and water proof design as an integrated part of the management.

• 한국주거학회:학술대회논문집
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• 한국주거학회 2006년도 추계학술발표대회 논문집
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• pp.316-321
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• 2006

Multiplex use facility emphasized the importance of indoor air environment because many people using that place. People using parking lot of multiplex use facility in little time, but a pollutant of in indoor air menacing user health. This study measure and analyze the CO, $CO_2$ for better air quality of an indoor parking lot in the multiplex user facility. As a result, two-way opened above ground parking lot is higher numerical value of CO, $CO_2$ than an underground parking lot. And a parking lot of square form is higher numerical value of $CO_2$ than a parking lot of rectangle form.

• 한국건축시공학회지
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• 제4권3호
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• pp.109-116
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• 2004

Normally easy task of plat in urban architecture is that using underground full of activities for increase building site efficiency. Especially for using underground space for the parking lot. Also utilize underground is more increase for fulfill requirement in modern society considered with environmental friendly architecture. The primary objective of this study is to apply analyzed formal foundation type for selecting the optimum type of parking lots considered with structural stability, economical efficiency, construction efficiency, construction duration. This study aim to on criteria decided through the questionaries for the selection considered with in the scale of second stories parking lots underground, parking volume is 80 and reinforced concrete structure. The bearing capacity is 6～8m and downward from surface, healthy ground bearing capacity is 40 t/m2. This study comparative analysis and discuss economical efficiency, construction efficiency, construction duration based constructivist stability which applied Single foundation, Mat foundation, Drop Mat foundation. The result of this study is as follows: First, the result of economical efficiency is that on the basis of single foundation, Drop Mat foundation is 1.88, Mat foundation 2.04 as a comparative analysis on the basis of total construction cost included material cost, labor coast and machinery cost. Second, the result of construction efficiency order is single foundation, Drop Mat foundation, Mat foundation as a comparative analysis on the based connected characteristics. Third, the result of construction duration is that on the basis of Mat Foundation, Drop Mat foundation is 1.33, single foundation is 1.87 as a comparative analysis Critical Path. Forth, Each foundational type characteristics order through the matrix method is that overall each formal type of foundation contraries at economical efficiency and construction efficiency, construction duration. Also expect contradiction between engineers and owners due to engineer pursuit construction duration and ewer to begin with economical efficiency. Fifth, The selection of suitable foundation formal type needs that based consider project characteristic and field condition as according to above result of a comparative analysis. As a result, a comparative analysis economical efficiency, construction efficiency, construction duration of Mat foundation, Drop Mat foundation, single foundation with 3Bay reinforced structure underground parking lots on the healthy ground.

• 한국환경과학회지
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• 제24권10호
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• pp.1265-1272
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• 2015

To investigate the thermal environment over the summertime asphalt pavements, an automatic weather observation system was installed at a parking lot paved with asphalt to observe various meteorological parameters and surface temperature from July 1 to September 30, 2014. Since the number of rainy days in summer of 2014 particularly after the mid July is more than that of average data, a ratio of daily peak surface temperature above $45^{\circ}C$ was 28% which was lower than the average. The observational data about hourly average surface temperature and various heat balance factors at days where daily peak surface temperature is above $45^{\circ}C$ are as follows: An hour that had the daily maximum temperature was around 15 pm and the value was $49^{\circ}C$ approximately. Net shortwave radiation was the highest at 12pm as $800W/m^2$ and much radiation of $500W/m^2$ was absorbed at the ground between 11am and 17pm. Sensible heat that was delivered from the ground to the atmosphere was evaluated as $200W/m^2$ between 10am and 19pm. underground transfer heat up to $100W/m^2$ was measured as negative from 19pm to the next day 8am, which indicated the lower atmosphere was heated at night.

• 콘크리트학회논문집
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• 제16권1호
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• pp.18-26
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• 2004

지하공사비는 전체공사비를 결정짓는 중요한 요소로서 일반적으로 동일한 층고의 지상공사비의 2${\~}$2.5배에 해당한다. 본 연구에서 지하주차장 층고를 대폭적으로 감소할 수 있는 일방향 슬래브 구조도와 최소깊이 U형보를 제안하였다. 최적설계에 의해 제안된 U형보는 기존의 직사각형 단면보다 보깊이를 최소 12${\~}$34cm 까지 감축이 가능할 것으로 예상된다. 본 연구에서 두 개의 대표적인 실물크기 U형보를 실험하였다. 이 실험에서 U형보는 설계하중과 공칭강도를 상회하는 휨강도에서 최종 파괴되었다. 그러나 토핑콘크리트가 굳기전 단순지지 상태에서 시공 하중에 의한 휨균열이 발생할 가능성이 있는 것으로 판단되었으므로 보중앙에 가설 시공지주를 사용하는 것이 요구된다.

• 국제초고층학회논문집
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• 제9권3호
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• pp.283-300
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• 2020

The Lakhta Center is a Multifunction Complex Development (MFCD) consisting of 1) an 86 story office tower rising 462 m above the ground to provide high-end offices for Gazprom Neft and Gazprom Group affiliates 2) a Multi-Function Building (MFB) that includes, a scientific/educational center, a sport center, a children's technopark, a planetarium, a multi-transformable hall, an exhibition center, shops, restaurants, and other public facilities 3) a Stylobate 4) "The Arch, which forms the main entrance to the tower, restaurants, and cafes 5) underground parking and 6) a wide range of large public plazas. While each of the MFCD buildings is technically challenging in its own right, the focus of the paper is to present the development and integration of the structural and foundation systems of the bowed, tapered, and twisted shape of the tower into the fabric of the tallest Tower in Europe.

• 환경위생공학
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• 제8권2호
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• pp.65-84
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• 1993

This study reviewed the current status and problems of sewerage system in Korea and then proposed possible methods to correct the problems. Also, evaluation of future development in sewerage system is included. It can be summarized as follows : 1. Investment in sewerage system is relatively low . 0.23% of GNP, Considering that the investment portion is 0.35% in OECD and 0.63% in Japan, it should be increased further. 2. The reasons wily the investment in sewerage system is low can be ' (1) Low priority is given to the investment in sewerage system. Local government builds and operates its own wastewater treatment plant. Local government as well as residents prefer to invest their money in roadwork, housing and parks to in wastewater treatment facilities because of greater investment effects. (2) Besides capital investment, more maintenance cost is needed for sewerage system. Proper operation of wastewater treatment facilities requires a well-trained operator. Because of public conception that operation of wastewater treatment facility is a dirty job, it is difficult to find a well-trained operator. (3) It is difficult to estimate the effect of sewerage system (4) Cost required to build and maintain wastewater treatment facility should be paid by people, who benefit from the facility. People to benefit are sometimes different from people to pay. 3. Advanced treatment is necessary to protect the bay aura and raw water source as well as to prevent eutrophication of lakes and ponds. 4. Wastewater treatment facility were mainly build in big cities during the decade of 1980. Followings should be solved first to expand the facilities. (1) Rapid repair and construction of sewer. (2) Technical development of wastewater treatment . Prevention of efficient and economical wastewater . Development of efficient and economical wastewater treatment techniques . Development of high-efficiency treatment using bioreactor . Reuse of wastewater treatment plant effluent (3) Sludge treatment and disposal . Composting of sludge cakes . Development of techniques to reduce the volume of sludge cake : incineration and reuse of sludge ash and slag. (4) Utilization of wastewater treatment facilities . Construction of community parks or sports families(ie, on the tops of the covered aeration tanks and sedimention tanks) Construction of wastewater treatment facilities under ground and of parking facilities and community parks above ground. (5) Education of wastewater treatment personal.

• 한국지반환경공학회 논문집
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• 제19권11호
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• pp.31-37
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• 2018

대부분의 초고층 건물은 지상 구조물과 주차와 상가 용도 등으로 사용되는 복수층의 지하 구조물로 구성된다. 지하층은 초고층 건물의 지진응답에 큰 영향을 줄 수 있지만 내진설계에서 이의 영향이 명확하게 규명되지 않았다. 국외에서 가장 널리 사용되는 고층 구조물 내진설계 지침서에서는 지하층은 모델링하되 주변 지반은 모사하지 않으며 지하층-지반 운동학적 상호작용을 고려하여 계산된 기초 저면의 운동을 적용할 것을 권장하고 있다. 본 연구에서는 지하 1층과 5층 구조물에 대한 동적 해석을 수행하여 지하층 저면에서의 운동을 계산하였으며 자유장 운동과 비교하였다. 수치해석 결과를 내진설계 지침서에 제시된 상호작용을 고려하는 두가지 방법과 비교한 결과, 지하 1층의 경우 이 중 한가지 방법이 해석결과와 잘 맞지만 지하 5층의 경우 지침서에 제시된 방법은 큰 차이가 발생하는 것으로 나타났다.

• 한국화재소방학회논문지
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• 제30권3호
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• pp.48-54
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• 2016

대부분 필로티 구조 건물은 필로티를 통해야만 출입이 가능한 구조이고 주차장으로 사용할 경우 차량이 연쇄적으로 소훼되면서 짧은 시간에 필로티 전체로 확산된다. 연소 하중이 높은 차량과 천장 단열재에서 생성된 뜨거운 열기와 유독가스는 출입문을 파손시키고 건물내부로 유입되어 계단과 승강기 그리고 전선이 지나가는 피트(EPS)와 같은 경로를 통해 건물 상층으로 확대된다. 필로티에서 화재가 발생할 위험성은 다양하다. 만약 이곳에서 화재가 발생할 경우 입주민들은 건물에 갇혀 생존에 위협을 받을 수밖에 없다. 본 연구는 필로티에서 화재가 발생하여 5명이 사망하고 139명의 다친 의정부 아파트 화재 사례를 살펴보고 필로티 구조의 건물의 화재 취약성을 분석하였다.