• Title/Summary/Keyword: 건축표면

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A Study on the 3D Precise Modeling of Old Structures Using Merged Point Cloud from Drone Images and LiDAR Scanning Data (드론 화상 및 LiDAR 스캐닝의 정합처리 자료를 활용한 노후 구조물 3차원 정밀 모델링에 관한 연구)

  • Chan-hwi, Shin;Gyeong-jo, Min;Gyeong-Gyu, Kim;PuReun, Jeon;Hoon, Park;Sang-Ho, Cho
    • Explosives and Blasting
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    • v.40 no.4
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    • pp.15-26
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    • 2022
  • With the recent increase in old and dangerous buildings, the demand for technology in the field of structure demolition is rapidly increasing. In particular, in the case of structures with severe deformation of damage, there is a risk of deterioration in stability and disaster due to changes in the load distribution characteristics in the structure, so rapid structure demolition technology that can be efficiently dismantled in a short period of time is drawing attention. However, structural deformation such as unauthorized extension or illegal remodeling occurs frequently in many old structures, which is not reflected in structural information such as building drawings, and acts as an obstacle in the demolition design process. In this study, as an effective way to overcome the discrepancy between the structural information of old structures and the actual structure, access to actual structures through 3D modeling was considered. 3D point cloud data inside and outside the building were obtained through LiDAR and drone photography for buildings scheduled to be blasting demolition, and precision matching between the two spatial data groups was performed using an open-source based spatial information construction system. The 3D structure model was completed by importing point cloud data matched with 3D modeling software to create structural drawings for each layer and forming each member along the structure slab, pillar, beam, and ceiling boundary. In addition, the modeling technique proposed in this study was verified by comparing it with the actual measurement value for selected structure member.

Evaluation of Hydraulic Conductivity of Slurry-wall-type Vertical Cutoff Wall with Consideration of Filter Cake (필터케이크(filter cake)를 고려한 슬러리월 연직차수벽의 현장투수계수 평가)

  • Nguyen, The Bao;Lee, Chul-Ho;Choi, Hang-Seok;Kim, Sang-Gyun
    • Journal of the Korean Geotechnical Society
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    • v.24 no.11
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    • pp.121-131
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    • 2008
  • In constructing a slurry trench cutoff wall, bentonite-water slurry is used to secure the stability of sidewalls during excavation before the wall is completed by backfilling. Unexpectedly, a thin but relatively impermeable layer called filter cake can be formed on the excavation surface, which significantly influences the result of slug test analysis in the cutoff wall if not considered. This study is to examine the effect of filter cake on evaluating hydraulic conductivity of the vertical cutoff wall through slug test analysis with the aid of the verified numerical program Slug_3D. The no-flux boundary conditions were adopted in Slug_3D to simulate the filter cake on the interface between the wall and the natural soil. A new set of type curves were built for applying the type curve method. New modification factors were obtained for using the modified line-fitting method. With consideration of filter cake, the type curve method and the modified line-fitting method were adopted to reanalyze the case study taken from EMCON (1995). The previous results achieved by Choi and Daniel (2006) without consideration of filter cake were compared with the present results obtained in this paper. The comparison emphasizes the necessity of considering filter cake when analyzing slug test results in vertical cutoff walls.

Evaluation of Cementation Effect of Jeju Coastal Sediments (제주연안 퇴적층의 고결 평가)

  • Lee, Moon-Joo;Kim, Jae-Jeong;Shim, Jai-Beom;Lim, Chai-Geun;Lee, Woo-Jin
    • Journal of the Korean Geotechnical Society
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    • v.25 no.11
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    • pp.105-115
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    • 2009
  • The Jeju sand was sampled from the beach in Jeju Island and its basic properties were analyzed. The cementation effect of Jeju coastal sediments was evaluated from in-situ tests such as SPT, CPT, and the Suspension-PS test. It was shown from test results that the Jeju sand has high extreme void ratios due to the angularity of grains and the intra-particle voids of hollow particles, similar to typical calcareous sands. From cone penetration test in the calibration chamber, it was found that the cone resistance($q_c$)-relative density($D_R$)-vertical effective stress(${\sigma}_v'$) relation of Jeju sand almost matches that of high compressible quartz sand. However, the $q_C-D_R-{\sigma}_v'$ correlation suggested for uncemented Jeju sand overestimates the relative density of coastal sediments of Jeju Island due to the cementation effect. From the analysis of the relation of cone resistance, N value, and small strain shear modulus measured in-situ, it seems reasonable to assume that the coastal sediment of Jeju Island is a naturally cemented one.

Experimental study on ultra-high strength concrete(130 MPa) (초고강도 콘크리트(130MPa)에 대한 실험적 연구)

  • Cho Choonhwan;Yang Dong-il
    • Journal of the Korea Institute of Construction Safety
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    • v.6 no.1
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    • pp.12-18
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    • 2024
  • High-rise, large-scale, and diversification of buildings are possible, and the reduction of concrete cross-sections reduces the weight of the structure, thereby increasing or decreasing the height of the floor, securing a large number of floors at the same height, securing a large effective space, and reducing the amount of materials, rebar, and concrete used for designating the foundation floor. In terms of site construction and quality, a low water binder ratio can reduce the occurrence of dry shrinkage and minimize bleeding on the concrete surface. It has the advantage of securing self-fulfilling properties by improving fluidity by using high-performance sensitizers, making it easier to construct the site, and shortening the mold removal period by expressing early strength of concrete. In particular, with the rapid development of concrete-related construction technology in recent years, the application of ultra-high-strength concrete with a design standard strength of 100 MPa or higher is expanding in high-rise buildings. However, although high-rise buildings with more than 120 stories have recently been ordered or scheduled in Korea, the research results of developing ultra-high-strength concrete with more than 130 MPa class considering field applicability and testing and evaluating the actual applicability in the field are insufficient. In this study, in order to confirm the applicability of ultra-high-strength concrete in the field, a preliminary experiment for the member of a reduced simulation was conducted to find the optimal mixing ratio studied through various indoor basic experiments. After that, 130 MPa-class ultra-high-strength concrete was produced in a ready-mixed concrete factory in a mock member similar to the life size, and the flow characteristics, strength characteristics, and hydration heat of concrete were experimentally studied through on-site pump pressing.

Field Applicability Evaluation Experiment for Ultra-high Strength (130MPa) Concrete (초고강도(130MPa) 콘크리트의 현장적용성 평가에 관한 실험)

  • Choonhwan Cho
    • Journal of the Society of Disaster Information
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    • v.20 no.1
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    • pp.20-31
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    • 2024
  • Purpose: Research and development of high-strength concrete enables high-rise buildings and reduces the self-weight of the structure by reducing the cross-section, thereby reducing the thickness of beams and slabs to build more floors. A large effective space can be secured and the amount of reinforcement and concrete used to designate the base surface can be reduced. Method: In terms of field construction and quality, the effect of reducing the occurrence of drying shrinkage can be confirmed by studying the combination of low water bonding ratio and minimizing bleeding on the concrete surface. Result: The ease of site construction was confirmed due to the high self-charging property due to the increased fluidity by using high-performance water reducing agents, and the advantage of shortening the time to remove the formwork by expressing the early strength of concrete was confirmed. These experimental results show that the field application of ultra-high-strength concrete with a design standard strength of 100 MPa or higher can be expanded in high-rise buildings. Through this study, we experimented and evaluated whether ultra-high-strength concrete with a strength of 130 MPa or higher, considering the applicability of high-rise buildings with more than 120 floors in Korea, could be applied in the field. Conclusion: This study found the optimal mixing ratio studied by various methods of indoor basic experiments to confirm the applicability of ultra-high strength, produced 130MPa ultra-high strength concrete at a ready-mixed concrete factory similar to the real size, and tested the applicability of concrete to the fluidity and strength expression and hydration heat.

A study on the Temporality through Haptic Space - Focused on Joh Sung-yong's Seonyudo Park and Kkummaru - (촉지적 공간을 통한 시간성에 관한 연구 - 건축가 조성룡의 선유도 공원과 꿈마루를 중심으로 -)

  • Park, Miyoung
    • Korean Institute of Interior Design Journal
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    • v.22 no.6
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    • pp.68-78
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    • 2013
  • The purpose of this study is to investigate Seonyudo Park and Kkummaru in terms of haptic space. This is an attempt to escape from the limits of optical space that identifies the space with abstract concepts. Haptic perception of the space refers to feeling the space with all the senses through non-hierarchical interactions. Time of the haptic space is revealed by Deleuze's crystalline description and Bergson's pure recollection that is not useful to identify objects. According to two concepts, the running present forks into the past and the future, and the nature of time appears at the point of indiscernibility in which the past, present, and future coexist. Thought on time about the architecture provides a valid point of view to understand the relationship of visitor's sensory experience of space, recollection, and emotion. In this respect, it can be said that Joh sung-yong's two works explored for new areas of architectural experience by building up the potential image of the subject which is placed in the human memory. And then this study shows that two works recover the relationship between the past and the present so that they give an opportunity to consider the meaning of time in the architecture.

A Study on Output Monitoring of Green Roof Integrated PV System through Surface Temperature Algorithm (표면온도 알고리즘을 통한 옥상녹화통합형 태양광시스템의 출력 모니터링 연구)

  • Kim, Tae-Han;Park, Sang-Yeon
    • KIEAE Journal
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    • v.15 no.1
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    • pp.89-95
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    • 2015
  • The centralized power supply system and rainwater treatment system, which are major infrastructure in modern cities, are showing their limitations in accommodating environment load due to climate changes that has aggravated recently. As a result, complex issues such as shortage of reserve power and urban flooding have emerged. As a single solution, decentralized systems such as a model integrating photovoltaic system and rooftop greening system are suggested. When these two systems are integrated and applied together, the synergy effect is expected as the rooftop greening has an effect of preventing urban flooding by controlling peak outflow and also reduces ambient temperature and thus the surface temperature of solar cells is lowered and power generation efficiency is improved. This study aims to compare and analyze the monitoring results of four algorithms that define correlations between micro-climate variables around rooftop greening and the surface temperature of solar cells and generate their significance. By doing so, this study seeks to present an effective algorithm that can estimate the surface temperature of solar cell that has direct impact on the efficiency of photovoltaic power generation by observing climate variables.

Evaluation of the Efficiency of Crushed-Stone Detention Pond considering Rainfall Characteristics (강우의 특성을 고려한 쇄석저류지의 효율성 평가)

  • Kim, Kee-Wook;Kim, Kyoung-Jun;Park, Chang-Yeol;Yoon, Jung-Su;Yoo, Chul-Sang
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1285-1289
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    • 2008
  • 최근 도시지역의 확대와 고밀도화에 따른 도시근교의 산림, 논밭, 녹지 등이 감소하고, 도로나 건축물 등의 증가로 인해 불투수 유역이 확대되어, 원래 그 토지가 유지하고 있던 보수 유수 기능이 현저히 저하되고 있다. 그 결과 강우 시 표면 유출량의 증가와 유출시간의 단축이 현저하게 되고, 도시하천이나 하수도 유하 능력을 넘는 홍수가 자주 발생하고 있다. 또한 빗물 침투량이 줄어들어, 용천수 고갈, 하천의 평상시 유량감소가 나타나게 된다. 이러한 문제를 해결하기 위해 최근 유역 내에 저류시설과 침투시설 등 유출저감효과를 기대할 수 있는 여러 가지 시설의 활용방안이 꾸준히 모색되고 있다. 본 연구에서는 이러한 내배수 홍수분담시설 중 저류와 침투의 기능을 모두 갖추고 있는 쇄석공극저류시설의 효율성을 분석하였다. 또한 쇄석저류지와 규모와 형태가 유사한 우수저류지와의 비교를 통해 상대적인 효율성을 평가하였다. 그 결과 두 시설이 같은 규모를 가진다고 가정할 때, 우수저류지가 쇄석저류지에 비하여 월등한 유출저감효과를 보이는 것으로 파악되었다.

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Hysteretic Behavior of RC Beams Exposed to Freezing and Thawing under Cyclic Loadings (철근콘크리트보의 동결융해 경험에 따른 반복하중하에서의 이력특성)

  • Jang, Gwang-Soo;Kim, Yun-Su;Seo, Soo_Yeon;Choi, Ki-Bong;Yun, Hyun-Do
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.25-28
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    • 2008
  • Generally, reinforced concrete structures exposed to the outside temperature are affected by freezing and thawing process during winter and early spring. These freezing and thawing process can lead to the reduction in durability of concrete as cracking or surface spalling. This paper is to study the hysteretic behavior of RC beams exposed to freezing and thawing under cyclic loadings. To compare the difference in hysteretic behavior of RC Beams, limited tests were conducted under different types of damage and freezing and thawing cycles. For this purpose, six specimens were tested. It is thought that experimental results will be used as basic data to evaluate hysteretic behavior of RC beams exposed to freezing and thawing.

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Chemical milling

  • 이종남
    • Journal of the KSME
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    • v.19 no.4
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    • pp.273-278
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    • 1979
  • 화학적 가공이란 화학적 절식이라고 말할 수 있는 방법으로서 주조 또는 공작기계에 의한 절삭 가공대신에 약품에 의한 용해작용을 이용해서 성형품을 만드는 방법이라 할 수 있다. 이 방법은 금속자의 눈금의 조각이나 프라스틱 제품에 눈금을 넣는 금형등에 이용되고 있다. 이는 원래 항공기공업방면에서 중용되어 개발된 기계가공에 대응하는 방법이다. 크기나 정밀도에 있어서 주조(die casting)가 부적당한 경우 혹은 모양이나 능률에 있어서 기계절삭에 의하는 것이 부적 당한 경우에는 이 방법이 이용된다. 최근에 와서는 항공기기계제작 분야에 있어서의 알루미늄의 표면가공뿐만 아니라, 자동차, 건축부분의 구조부품의 성형분야에도 진출하는 경향이 있으며 가 공대상금속도 실용금속일반에 걸쳐 확대되어 감으로써 가장 용도가 넓은 철강류에 확대되어 감 으로써 가장 용도가 넓은 철강류에 까지도 응용되어 가는 실정이다. 이와 같이 종래의 기계적인 수단이 유일한 방법이라고 생각되었던 금속가공분야에 있어서 이러한 화학적 가공법이 도입되 었다는 것은 십분주목할만 한 가치가 있다. 이 화학적 가공법의 특징을 종래의 기계가공법과 비교하면 다음과 같다. (1) 피가공판의 크기는 이를 수용하는 가공조의 용량에 따라 제한될뿐이며 어떠한 대형 물이라도 가공 가능하다. (2) 가공모양은 자유롭게 설계할 수 있고 더욱이 1매 금속 판에서 1공정으로서 복잡한 모양으로 성형할 수 있다. (3) 따라서 이작업에서는 리벳팅, 용접등의 부대작업을 필요로 하지 않는다. (4) 그 가공면은 일반으로 평활하고 마루리 연마공정을 생략할 수 있다. (5) 가공조작이 간편하여 특별한 숙련을 요하지 않고 설비도 가공조의에는 별로 고가의 기기류가 필요치 않다. (6) 이상과 같은 이유에서 본법의 가공비는 기계가공에 비해서 일반적으로 저렴하다. Symposium보고및 전문서가 많이 있으나 여기에는 중요한 몇가지만 소개한다.

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