• Title/Summary/Keyword: Eco friendly concrete

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Engineering Character of Ultra Rapid Hardening Concrete-Polymer Composite using CAC and Gypsum Mixed CAC (CAC 및 석고혼입 CAC를 사용한 초속경 콘크리트-폴리머 복합체의 공학적 특성)

  • Koo, Ja Sul;Yoo, Seung Yeup;Kim, Jin Man
    • Journal of the Korea Institute of Building Construction
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    • v.16 no.2
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    • pp.97-105
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    • 2016
  • Recently, application case of the ultra rapid hardening concrete-polymer composite(URHCPC) are increasing to repair for the deterioration of pavement. But it is a major disadvantage that the main material is expensive and has environmental load. For these reasons, the development of the economic, eco-friendly materials is needed. Calcium Aluminate Composite (CAC), produced by rapid cooling of atomizing method with molten ladle furnace slag, is a material capable of improving the economic feasibility and reducing the environmental load of URHCPC. In this paper, the properties of CAC and gypsum mixed CAC (GC) as alternative materials of RSC according to the types of polymer dispersion were studied. The results were as follows; compressive strength, tensile strength, flexural strength, bonding strength and modulus of elasticity of the composites using CAC or GC showed higher values than those of plain proportion in 3 hour. In later age, they were at the same level as the general proportions. URHCPC using BPD as polymer dispersion had superior strength properties generally. But modulus of elasticity was the same level as the case of using a SBR latex. According to these results, CAC or GC can partially substituted for RSC to product the URHCPC. When URHCPC uses the BPD as the polymer dispersion, it can be improved performance.

An Analysis of Hydrophobic Characteristics of Concrete Surfaces by Antifouling Coating Agent using Cellulose Nonofiber and Alkyl Ketene Dimer (셀룰로오스 나노 섬유와 AKD를 활용한 방오 코팅제에 의한 콘크리트 표면의 소수 특성 분석)

  • Nag-Seop Jang;Chi-Hoon Noh;Hongseob Oh
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.11 no.2
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    • pp.120-129
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    • 2023
  • Marine structures are subject to damage not only from sea salt but also from the adhesion of marine microorganisms and suspended particles, which cause additional damages. In order to prevent this, periodic coating is employed in the case of vessels to maintain the necessary performance. However, it is true that periodic coating is difficult for concrete or steel support structures, and there is a risk of marine environmental pollution. In this study, authors developed an anti-fouling coating agent using eco-friendly materials that possess hydrophilic cellulose nanofibers and AKD(alkyl ketene dimer). To achieve a homogeneous mixture, the content of cellulose nanofibers was fixed at 1 %, and AKD, distilled water, and waste glass were mixed using a digital mixer and homogenizer. The contact angle of the prepared coated surface was observed to be over 130°, indicating sufficient performance even in a water droplet flow test with a 15° slope, suggesting self-cleaning capability. Furthermore, through the analysis of viscosity characteristics at different temperatures, it was confirmed that the application is feasible at room temperature. Microstructure analysis also verified that the coating agent is uniformly applied to the concrete surface.

A Study on the Calculation Method for Flexural Strength of One-way Hollow Slabs (일방향 중공슬래브의 휨강도 산정방법에 관한 연구)

  • Kim, Hyun-Su;Lim, Jun-Ho;Kang, Joo-Won
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.25 no.6
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    • pp.541-548
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    • 2012
  • The hollow slab has advantages that its self-weight does not greatly increase notwithstanding the increase of its thickness and its flexural performance does not significantly degrade in comparison with general reinforced concrete slab. However, the utilization of the hollow slab is currently being underestimated in spite of structural system that enables economic design of building and construction of eco-friendly structure. the significant reasons for this situation is that the method of structural analysis and design for hollow slab is not generalized. In this study, to consider practical compressive zone of hollow slab, the equation for its flexural strength is proposed by the volume of compressive stress block according to neutral axis location in hollow section assumed. Existing estimation method of flexural strength of hollow slab considering only compressive zone above hollow part is evaluated as the most conservative method and the method estimating flexural strength by two alternative cross-section of hollow slab is evaluated as more practical method.

A Study on the Stability Analysis of the Bank Revetment at Urban Streams in Flood Times (홍수시 도시하천의 호안 안정성 분석에 관한 연구)

  • Kim, Chul;Park, Nam-Hee
    • Journal of the Korean Society of Hazard Mitigation
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    • v.10 no.6
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    • pp.139-145
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    • 2010
  • Recently, close-to-nature stream improvement works have been carried out in urban streams, where eco-friendly bank revetment methods have been adopted. These bank revetment methods are vulnerable to be damaged or washed away by floods compared to the traditional methods which use concrete materials. Damage analysis methods on the urban streams by the floods of severe rain storm are presented. The analysis methods are the graph-using method and the grid method, which are derived from the survey results at Gwangju stream. Damage analysis grid which is intersected velocity grid and material strength grid is the highest correlation with the damage survey grid. The biggest damage on the bank revetments have been occurred around the crossing structures. Big damages have also been occurred in the connection of low water revetment and the terrace land, and around the structures in the terrace land of the stream.

A Study on Potential of Engineered Wood for 9-story Office Buildings (공학목재의 9층 사무소 건물 적용 가능성 연구)

  • Chu, Yurim;Kim, Taewan;Kim, Seung-Rae
    • Journal of the Earthquake Engineering Society of Korea
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    • v.21 no.4
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    • pp.163-170
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    • 2017
  • The need for eco-friendly building materials such as engineered wood has increased to reduce carbon emissions. Although the range and height of engineered wood buildings are gradually increasing in North America and Europe, engineered wood is mainly used for low-rise residential buildings in Korea. In order to reduce carbon emissions more, therefore, it needs to expand the use of engineered wood by applying it to various buildings with different uses or more stories. With this background, the aim of this study is to investigate the applicability of engineered wood for 9-story office buildings. Since a 9-story building with engineered wood only is not allowed in KBC, an example building has RC ordinary shear walls as the lateral force resisting system while engineered wood is only used for gravity load resisting moment frames. Another example building is also used for comparison where both lateral and gravity load resisting systems are designed by RC. The applicability of engineered wood is investigated by comparing the seismic performance and the amount of carbon emission of both buildings. The result shows that the seismic performance of both buildings was not significantly different while the amount of carbon emission of the engineered wood building was much less then the RC building. Based on this result, engineered wood is sufficiently applicable to 9-story office buildings even though it still needs to pay attention to the shear design of reinforce concrete walls.

Evaluation of PBD as Horizontal Drains of Soilbag Retaining Wall (토낭 보강토 옹벽의 수평 배수재로서 PBD의 적용성 평가)

  • Shin, Eun-Chul;Lee, Myung-Shin;Kim, Sung-Hwan
    • Journal of the Korean Geosynthetics Society
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    • v.12 no.2
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    • pp.35-42
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    • 2013
  • Recently, construction of reinforced earth structure using geosynthetics has been increased because it has advantages such as construction efficient, cost effectiveness and appearance aspect against existing gravity or cantilever retaining wall. However due to the climate change in Korea excessive inflow of ground water and surface water from heavy rainfall could affect the stability of reinforced retaining wall seriously. So the discharge capacity of drains should be evaluated by using experimental method in the design of reinforced earth wall. In this study, instead of concrete block used in most of the retaining wall, eco-friendly porous soilbag was used. This paper describes the test method and result of the laboratory testing for determination of discharge capacity utilizing PBDs.

Assessment of Evaluation by Hybrid Waterproof-Roof Barrier Layer for Green System on Artificial Ground (인공지반 녹화시스템 활용을 위한 일체형 방수·방근 시트의 성능평가)

  • Oh, Chang-Won;Hong, Jong-Chul;Park, Ki-Bong
    • Journal of the Korea Institute of Building Construction
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    • v.15 no.4
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    • pp.391-396
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    • 2015
  • The demands about eco friendly space are increased as buildings are denser in downtown, and green system on the roof and the artificial ground are widely being applied. The construction of green system applies a waterproof layer, a root barrier and a protection concrete layer. Assembly of these many layers leads to a long construction term, and cause many defects. This study is to evaluate one layer-hybrid sheet which gets waterproof and root barrier performance simultaneously, which is developed to use in the new green system. As results, the performances of physical properties, durability, waterproof and root barrier not only exceeded quality standards but also showed excellent durability. In addition, mock-up test would be proceed to certify long term performance.

The Planning of Temporary Housing for Post Application of Mega Sports Facilities - Focused on the 2018 Winter Olympics - (메가스포츠시설의 사후 활용을 위한 임시주거 계획 - 2018평창동계올림픽을 중심으로 -)

  • Lee, Jong-Chan;Kang, Youn-Do;Kim, Byung-Sean
    • KIEAE Journal
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    • v.16 no.4
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    • pp.41-46
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    • 2016
  • Purpose: This is a study on the planning of temporary housing for post application of Mega Sports facilities. The subject of the study is 2018 Pyeongchang Winter Olympics, which is to suggest building an alternative temporary housing using shipping containers(high cube), which solve the lack of accommodations and recycle temporary housing after Olympics, save money and be eco-friendly in Olympics. Method: This study includes this ; research on the a fact-finding survey about Mega sports facilities post application and demand survey on 2018 Pyeongchang Winter Olympics accomodations and an analysis about temporary housing plan. Furthermore we decided temporary housing building plan by analyzing residents' needs and traits of the housing etc. Through this, we made a schematic design for household units. Result: As a result, this study is a plan of making space, forms, and structure. The planned size is $38.4m^2$(L:12m, W:3.2m) except balcony, and indoor height is 2.5m. The space consists of entrance, bathroom, bedroom and living room with folding furniture system. Also there's a detailed floor plan of the ceiling, wall, and floor we drew up. The ceiling and wall consist of dampproof film, noncombustible board, fire proof urethane form, and color-designed sheet. The floor is composed of floor tile, cement mortar, light concrete(with heat coil), insulation, and dampproof film. Additionally, this study is a plan of interior dry wall with detail using modular construction method for work efficiency and quality improvement.

A Study of the Existing Forms and Farmers' Perceptions of Agricultural Dry Stonewalls in Hado-ri, Gujwa-eup, Jeju Province (제주도 구좌읍 하도리 밭담의 존재형태와 농가인식에 대한 연구)

  • Kang, Seong-gi;Jeong, Kwang-Joong
    • Journal of the Korean association of regional geographers
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    • v.22 no.4
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    • pp.809-825
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    • 2016
  • This study aims to review the existing forms and farmers'perception of the agricultural dry stonewalls under agricultural environment, based on the case of Hado-ri, Gujwa-eup, Jeju Province. The study results are as follows: First, agricultural dry stonewalls in Hado-ri are most external walls, many of which are curvy. Concrete walls have recently shown up to enclose fields. Second, the height of agricultural dry stonewalls varies according to the location, and their length was calculated 16.514km(two farming region) based on a field survey and numerical cadastral maps. Third, farmers in Hado-ri perceive a great need for agricultural dry stonewalls. This means that agricultural dry stonewalls have a sustainable value despite rapid social change. Fourth, the methods for the sustainable preservation of agricultural dry stonewalls involve improving eco-friendly agricultural environment for the stonewalls, building database by village about them, carrying out their transformation and building according to promulgated ordinances, promoting the value of the stonewalls to Jeju citizens, and educating them to perceive the value of the stonewalls.

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A Study on the Design Concepts and Main Construction Processes of the Coal Shed at Thermal Power Plant (화력발전소 석탄저장고 설계개념과 시공과정 상의 주요 공정에 관한 연구)

  • Kim, Si-Hyun;Choi, Jang-Soon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.5
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    • pp.3619-3626
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    • 2015
  • The coal shed at thermal power plant(T.P.P) is the biggest building on size among nuclear, coal and other power plant industry buildings. This the coal shed of indoor type is mass volume, the size of 6 soccer fields and 73 meter in height. Structural and functional elements take priority over aesthetic factors. The shed is built to make mighty space for structural safety and functional store by using the concrete, $75,000m^3$ on the total of central retaining wall and sub buttress, and the steel frame used by 11,744-ton P.E.B. system. The design requirement on its wall and frame, P.E.B. system's feature, and specific data of main process followed by construction are inquired. The aim of this study is to suggest the design requirement and guide for the indoor type of the coal shed.