• Title/Summary/Keyword: Construction Area

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A Study on the Flaw Prevention Countermeasure of Crack in Apartment House Underground Parking Area (아파트 지하주차장의 균열방지 대책 - 현장사례조사를 중심으로 -)

  • Jung Soon-Oh;Suh Sang-Wook
    • Korean Journal of Construction Engineering and Management
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    • v.3 no.1 s.9
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    • pp.115-123
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    • 2002
  • Recently all basement floor of apartment site have utilized as parking area to use efficiently space and to ensure lawful parking car figure. And the top of parking area has used as working vehicle's path and materials' carrying area during construction. Thus because crack and leakage status in underground parking area of under construction or completion building generate excessively not only performance of structure is diminished but also flaw repair cost is put in a lot of. And abroad confidence is diminish. So this study is intended to diminish flaw focus on investigation of under construction and completion fields through examine closely cause of crack and leakage status of apartment house underground parking area and prepare countermeasure with respect to design, construction and maintenance.

Economic Benefits of An Application of Construction Debris Units in Housing Environment Amelioration Area (주거환경개선지구 건축물해체 시 발생원단위 적용의 경제성 효과)

  • Hwang, Hyun-Seung;Son, Byeung-Hun;Park, Sang-Min;Hong, Won-Hwa
    • Journal of the Korean housing association
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    • v.20 no.3
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    • pp.77-84
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    • 2009
  • The construction debris has been enormously increased since 90's because of a reconstruction and developing a new building site. Under the construction law, construction debris must legally recycle or reclaim at cost, but almost people have depended on reclamation of the illegal process to treat construction debris. Therefore, the environmental disruption and contamination have been begun the hot issue of society and in controversy with residents. With the consequence that indicates a substitute about an application of construction debris units is the most important thing for studying construction debris of quantity when the construction units are demolished. Nowadays, the area under the housing environment amelioration policies is getting rapidly old, then it is beyond anticipating reconstruction. Before construction units are demolished, generally three of four engineers investigate or predict the quantity of construction debris for two months. But this study is using the units of construction debris instead of the investigation and gets more precise data than investigation or prediction. In conclusion, the purpose of this study offers that units of construction debris can alternate the investigating of construction debris and curtail the expenses of labors and finances. Finally, those effects are going to make economical benefits covering the whole of the process of constructions.

CONSTRUCTION DELAY IN INTERNATIONAL PROJECTS: WITH SPECIAL REFERENCE TO GULF AREA CAUSES, DAMAGE ASSESSMENTS AND ENTITLEMENTS

  • Sami Fereig;Nabil Kartam
    • International conference on construction engineering and project management
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    • 2005.10a
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    • pp.758-763
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    • 2005
  • For international projects in general and the projects in the Gulf area in Particular, the most common cause of construction disputes and claims is construction delay. This paper will present different surveys to identify the causes of delay, the parties responsible, and how delay can be avoided. This paper will outline how these factors impact damage assessment and entitlement. Furthermore, a case study will be presented to show how the responsibility and damages due to delay are assessed and how entitlements are calculated.

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A Study on The Sliding Failure Analysis of Embankment Slope in Soft Ground Area Under Construction (시공중인 연약지반 성토부 활동파괴의 원인분석에 관한 연구)

  • Chun, Byung-Sik;Kim, Il-Hwan;Lee, Young-Sub;Jung, Hyuk-Sang
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.1036-1041
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    • 2008
  • In order to analysis the reason of sliding failure in embankment slope under construction in soft soil area, a model section located in Gimhae Region in Gyeongsangnam-Do, where the sliding failure had been occurred during embankment works in soft soil area, had been selected. This area had been firstly treated with the Pack Drain Method, and additional embankment works of 9.7 meters out of total 14 meters in thickness had been under construction. The results of analysis showed that the reason of sliding failure were overspeed in embankment construction and the overestimation of design factors in calculating strength of each layer of embankment and poor management and inaccuracy reading of measurement devices.

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The Visual Impact Assessment in Dam Construction Using Visual Impact Assessment Method (경관영향평가 기법을 통한 댐건설에 대한 경관영향평가)

  • 김대현;구본학
    • Journal of the Korean Institute of Landscape Architecture
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    • v.27 no.4
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    • pp.80-86
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    • 1999
  • The purpose of this study was to suggest a case study and anlaysis of the visual impact in dam construction through visual impact assessment method in Dong-sang river. The results can be summarized as follows; 1) For the evaluation of the visual impact of dam construction, five steps such as field analysis of visual status, finding visual sensitivity area and visual control point, making visual simulation material and evaluation, and visual impact analysis and assessment were suggested as desirable. 2) In the case study, the visual impact of dam construction was evaluated to be simple, unique, modern, static, cool and unfamiliar. 3) There was a few difference between the pre-construction and post-construction in statistical test. Especially, The dam in Man-Jee area was evaluated to be artificial, unique and destroyed in statistical difference, and then we design dam structure with visual friendliness. 4) In conclusion, there was high correlation between pre-construction landscape and post-construction landscape through semantic differential scale method using eleven adjectives. Therefore, we state that there is no visual impact for the dam construction for the moment.

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Construction Works at the Busan New Port on the Activity of Otters (부산신항 공사가 수달의 활동 변화에 미치는 영향)

  • Han, Chang-Wook;Yoon, Myung-Hee
    • Korean Journal of Environment and Ecology
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    • v.26 no.5
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    • pp.654-667
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    • 2012
  • To know the effect of construction works at the Busan New Port on the activity of otters, changes in the distribution of spraints were investigated at 5 areas(I-V) composed of 16 locations in 12 islands from 2003 to 2011. There were significant differences among the density of spraints at each area(P=0.0502), at each year(P=0.0040) and at each area during the study period(P=0.0005). The densities of spraints in the areas II (P=0.000) and IV (P=0.012) were significantly different according to whether the construction work was carried out or not at each area. It was found that the density of spraints in each area was affected by the disturbance with construction works or other factors inside and/or outside the area. The average density of spraints of the 5 areas had changed according to the process of the construction works as follows. In 2003-2005 when the construction work was proceeded mainly at the area IV, the average density of spraints of the 5 areas as well as the density in the area II increased annually, whereas the densities in the other 4 areas were low and relatively constant. This fact suggests that otters might have moved into the area II from outside the study area. In 2006-2009 when the construction works were carried out on a larger scale at the areas I, II and III, there was a little decrease in the average density of spraints during the latter two years, suggesting a little decrease in the activity of otters in the study area. As regards the density of spraints at each area, it decreased considerably in the area II, but increased fairly in the areas III and IV. Accordingly it was indicated that otters in the area II where the construction work was carried out since 2006 might have moved into the area IV with no work, and otters inhabiting the Jeodo, Geoje city, where the construction work was carried out at that time, might have moved into the area III with no work at the sea shore. In 2010-2011 when the construction works were conducted at all the areas on a fairly large scale, the average density of spraints of the 5 areas as well as the densities in the areas II, III and IV, decreased considerably compared to the those in the year 2009. This fact clearly indicates that the number of otters decreased owing to the multiple simultaneous works in this period. In conclusion, otters must be affected by the construction works at the study area, and their numbers might be decreased mainly due to the multiple simultaneous works, as well as by the long-term works resulting in the decrease of seashore, marine pollution, and reducing prey available.

Identifying Correction Range of Geomagnetic Field for Indoor Positioning of Workers at Construction Site (건설현장 내 작업자 실내측위를 위한 지구자기장 보정 범위 도출)

  • Kim, Hyeonmin;Ahn, Heejae;Lee, Changsu;Kim, Harim;Ko, Youngwoong;Cho, HunHee
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2022.11a
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    • pp.93-94
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    • 2022
  • Although various studies about indoor positioning systems, such as beacon and Wifi, have been conducting for indoor positioning of workers at construction sites, these systems have limitations in terms of accuracy or economics. To overcome these limitations, geomagnetic field sequence-based indoor positioning technology can be a good alternative. However, it is necessary to correct the geomagnetic field near the construction material stocking area since the geomagnetic field can be distorted near construction materials such as rebars. Therefore, this study conducted an experiment for identifying correction range of geomagnetic field near the construction material stocking area. It was analyzed that the geomagnetic field should be corrected up to 60cm in the horizontal direction from the stocking point if the height of stocking area for rebars is 40cm or more. This study can be used for important reference for development of geomagnetic field sequence-based indoor positioning technology suitable for construction sites.

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Study on the Ratio of Catchment Area to Benefited Area in Case of Reservior (저수지의 유역대 가리면적비의 연구(I))

  • 김동규
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.10 no.2
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    • pp.1443-1453
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    • 1968
  • The reservoir is one of the important partsof facilities for development of irrigation water in Korea. Accordingly, construction of the reservoir will be stressed in the field of future development of agricultural water resources. In the meantime, storage capacity is actually is limited to some extent with various conditions. Acreage of benefited area shall be determined according to such conditions as catchment area, precipitation and unit water requirment within benefited area. According to results of the past construction of the reservoir, the ratio of catchment area to benefited area would be 4:1 to 2.5:1 or catchment area is approximately 2.5 times larger and over than benefited area. In order words, it is the ordinary practice in the construction of reservoir that benefited area should be less than 1/2.5 times as large as catchment area. Moreover, limitation of catchment area would prevent largely the vast drought-stricken area from being benefited by irrigation facilites. This has been, in fact, caused by the fact that a good deal of water stored in the reservoir overflows wastefully through spillway of the reservoir at th time of flood season, and that only very little of the overflowed water is available for irrigation. However, if the more wasted water is stored during the flood season, the larger area of farmland can irrigated. That is, catchment area can reduced to less than 2.5 times as large as benefited area. On the other hand, it is afraid that such reduction should bring about the increase of unit storage capacity. And storage capacity being maximized, costs for construction of the reservoir will be raised too highly, thus making the economics feasibility unfavorable. The purpose of this study is to decide the ratio of catchment area to benefited area toward the minimum level as possible in consideration of the hydrological and economic aspects. Kopung Project which is located in Sosan-kun, Chungnam Province is taken as an example for the review and analysis in this study, and as an example for crop, rice is taken. After consideration of this project, we can find out that annual average inflow is 726mm and annual average water requirements is 811mm. And the ratio of catchment area to benefited area is 1.2:1. This means that catchment area can be reduced even to 1.2 times as large as benefited area. In conclusion, this study reveals that the construction of reservoir is feasible in view of economic and technical points provided that catchment area is more than 1.5 times as large as benefited area.

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Study of Indirect Attack Method of Aerial Fire Firefighting by Helicopter on Forest Fire (헬기에 의한 산불공중간접진화 방법에 관한 연구)

  • Bae, Taek-Hoon;Choi, Youn-Chul
    • Journal of the Korean Society for Aviation and Aeronautics
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    • v.24 no.3
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    • pp.55-61
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    • 2016
  • Among the method of aerial fire firefighting, the indirect attack is efficiency way to protect main facilities and it is the aerial fire line construction. According to this study is suggested the fire line construction strategy of indirect attack by helicopter suitable Korea forest fire on theory consideration of indirect attack and experience in practical scene. This study defined that main key points of the fire line construction are accuracy, large quantity, and quickness. Main protection facilities are devided as caution area, warning area, danger area and concern area. Also, it suggested stage-by-stsge from 1 step to 3 step for the aerial fire firefighting correspondence strategy and the fire line construction model. I regard that this study's indirect attack method of the aerial fire firefighting of the fire line construction may be understand about indirect attack tactics and application of indirect attack which is assistance to raise of capability of the aerial fire firefighting with effectiveness and efficiency.

Preliminary study for development of safety accident prevention IoT(Internet of Things) Cone system through dangerous area setting in construction site (건설현장의 위험구역 설정을 통한 안전 사고 예방 IoT Cone 시스템 개발 기초 연구)

  • Ryu, Hanguk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.05a
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    • pp.76-77
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    • 2018
  • Under industry 4.0, Internet of Things (IoT) is advancing a new breed of smart manufacturing environment. However IoT has not been widely applied in construction industry compared with manufacturing environment. IoT enables operational systems that deliver more accurate and useful information for managing construction accidents. IoT enables operational systems that deliver more accurate and useful information for managing construction accidents. In order to apply well IoT for construction safety management, as a preliminary study, this paper presents e safety accident prevention IoT Cone system through dangerous area setting in construction site.

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