• Title/Summary/Keyword: 건축형태 및 재료

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Study on Microstructure and Physical Properties of PUF by the Impeller Type of Agitator (교반기의 임펠러 형태에 따른 폴리우레탄 폼의 미세구조와 물성 연구)

  • Lee, Chae-Rim;Kim, Jung Soo;Park, Byeongho;Um, Moon-Kwang;Park, Teahoon
    • Composites Research
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    • v.34 no.1
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    • pp.16-22
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    • 2021
  • Polyurethane foam (PUF) can be manufactured in soft, semi-rigid, and hard forms, so it is used in various fields industrially. Among them, rigid PUF has excellent mechanical properties and low thermal conductivity, and is used as a thermal insulation material for buildings and as a cold insulation material in the natural gas transportation field. In this field, there is a steady demand on higher mechanical strength and lower thermal conductivity. In this study, a rigid PUF was manufactured, and the microstructure and physical properties were studied according to the impeller type (propeller, dispersed turbine) of the agitator. Through FE-SEM and Micro-CT analysis, it was confirmed that the average pore size of the foam manufactured with the dispersed turbine was 21.5% smaller than that of the pore made by the propeller. The compressive strength was improved by 15.4%, and the thermal conductivity decreased by 3.1% in the foam with small pores. This result can be utilized for fabricating PUF composites.

An Experimental Study on the Pore Structure and Thermal Properties of Lightweight Foamed Concrete by Foaming Agent Type (기포제 종류에 따른 경량기포콘크리트의 기포구조 및 열적특성에 관한 실험적 연구)

  • Kim, Jin-Man;Choi, Hun-Gug;Park, Sun-Gyu
    • Journal of the Korea Institute of Building Construction
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    • v.9 no.4
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    • pp.63-73
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    • 2009
  • Recently, the use of lightweight panels in building structures has been increasing. Of the various lightweight panel types, styrofoam sandwich panels are inexpensive and are excellent in terms of their insulation capacity and their constructability. However, sandwich panels that include organic material are quite vulnerable to fire, and thus can numerous casualties in the event of a fire due to the lack of time to vacate and their emission of poisonous gas. On the other hand, lightweight foamed concrete is excellent, both in terms of its insulation ability and its fire resistance, due to its Inner pores. The properties of lightweight concrete is influenced by foaming agent type. Accordingly, this study investigates the insulation properties by foaming agent type, to evaluate the possibility of using light-weight foamed concrete instead of styrene foam. Our research found thatnon-heating zone temperature of lightweight foamed concrete using AP (Aluminum Powder) and FP (animal protein foaming agent) are lower than that of light-weight foamed concrete using AES (alkyl ether lactic acid ester). Lightweight foamed concrete using AES and FP satisfied fire performance requirements of two hours at a foam ratio 50, 100. Lightweight foamed concrete using AP satisfied fire performance requirements of two hours at AP ratio 0.1, 0.15. The insulation properties were better in closed pore foamed concrete by made AP, FP than with open pore foamed concrete made using AES.

Evaluating the Effectiveness of In-Situ Carbonation in Floor Dry Cement Mortar Applications (바닥용 건조시멘트 모르타르 배합 내 In-situ 탄산화 적용을 위한 CO2 주입 특성 및 물리적 특성 검토)

  • Kim, Jin-Sung;Cho, Sung-Hyun;Kim, Chun-Sik
    • Journal of the Korea Institute of Building Construction
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    • v.24 no.1
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    • pp.1-10
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    • 2024
  • In-situ carbonation technology represents a form of mineral carbonation that integrates CO2 into the fabrication process of cementitious construction materials, capturing CO2 as calcium carbonate(CaCO3) through a reaction between calcium ions(Ca2+) and CO2 released during cement hydration. This investigation examines the application of in-situ carbonation technology to a variety of floor dry cement mortar formulations commonly used in local construction projects. It assesses the effects of varying the CO2 injection flow rate and total volume of CO2 injected. Additionally, the study evaluates the impact of reducing the quantity of cement used as a binder on the final product's quality.

Rheological Properties of Cement Paste Mixed with Aqueously Dispersed Single-Walled Carbon Nanotubes (Single-Walled 탄소나노튜브 수용액 혼입 시멘트 페이스트의 유변학적 특성)

  • Kim, Ji-Hyun;Chung, Chul-Woo
    • Journal of the Korea Institute of Building Construction
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    • v.19 no.2
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    • pp.113-121
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    • 2019
  • Single walled carbon nanotube (SWCNT) has been used as a material for reinforcing various advanced materials because it has superior mechanical properties. However, pure SWCNT that does not have any functional group has a hydrophobic character, and exists as bundles due to the strong Van der Waals attraction between each SWCNT. Due to these reasons, it is very difficult to disperse SWCNTs in the water. In this work, in order to use SWCNT for production of cementitious composites, SWCNT was first dispersed in water to make an aqueous solution. Sodium deoxycholate (DOC) and Sodium dodecyl sulfate (SDS) were chosen as surfactants, and the dosage of DOC and SDS were 2wt% and 1wt%, respectively. Sonication and ultracentrifugation were applied to separate each SWCNT and impurities. Using such processed SWCNT solutions, cement paste was prepared and its shear stress vs. strain rate relationship was studied. The yield stress and plastic viscosity of cement paste were obtained using Bingham model. According to the results in this work, cement pastes made with DOC and SDS showed similar rheological behavior to that of air entrained cement paste. While cement paste made with DOC 2 wt.% SWCNT solution showed similar rheological behavior to that of plain cement paste, cement paste made with SDS 1 wt.% SWCNT solution showed different rheological behavior showing much less yield stress than plain cement paste.

An analytic study on the bond stress between concrete and steel tube in CFT tublar column (충전원형강관기둥에서 콘크리트와 강관의 부착응력에 관한 해석적 연구)

  • Kang, Joo-Won;Park, Sung-Moo;Kim, Youn-Tae
    • Journal of Korean Association for Spatial Structures
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    • v.5 no.3 s.17
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    • pp.101-107
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    • 2005
  • An analytic study on the bond stress between steel tube and concrete in concrete filled steel(CFT) tublar column is presented in this paper. Recently buildings need members which are enhanced durability and ductility. Concrete filled tublar column system is proposed as alternative plan. In this paper, ABAQUS/Standard Version 5.8 which is identified as usefulness for finite element analysis and has various element library is used. The variables in this study are the location and type of shear-connector. The modeling ell contact problem practiced by Contact Pair and Contact Pressure method. In the step of physical bond, it is practiced by Change friction option. After yielding of models, analytic results is less than that of experimental results.

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Effects of the Complexity of 3D Modeling on the Acoustic Simulations and Auralized Sounds (3D 모델의 구체성이 건축음향 시뮬레이션 및 가청화시재에 미치는 영향)

  • Park, Chan-Jae;Haan, Chan-Hoon
    • The Journal of the Acoustical Society of Korea
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    • v.30 no.1
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    • pp.22-32
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    • 2011
  • The present study examined the effects of the complexity of the 3D models on the results of acoustic simulation which is the predominant tool of the acoustical design of buildings. Also, the effects of the 3D model on the auralized sounds were investigated. In order to carry out the study, four 3D models with different levels of complexity were introduced for a real auditorium which have different numbers of surfaces in the persuit of the guidance of odeon room acoustic software. The set-up of models was also based on the level of transition order of the program. And the acoustic experiments were performed measuring room acoustic parameters including SPL, RT, C80, D50. Acoustic computer simulations were performed using four different models. Then, the results of the computer modeling were compared with the measured acoustical parameters. In addition, sound sources were recorded in the field and auralized sounds were made in convolution with the impulse source made from acoustic modeling. Then, subjective tests were undertaken using auralized sounds. As the results, it was found that the result of the acoustic simulation were closer to the real room acoustic properties when 3D model was more particularly made. For the subjective test, the listening materials were acknowledged as similar with the real sound source when more complex 3D model was used. Then, it could be concluded that the complexity of the 3D model affects the results of the acoustic modeling as well as subjective tests.

Fatigue Behavior of Concrete Beam Using CFRP Rebar (CFRP 보강근을 이용한 콘크리트 보의 피로거동)

  • Zhang, Pei-Yun;Kim, Okk-Yue;Cui, Xian
    • Journal of the Korea Institute of Building Construction
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    • v.19 no.6
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    • pp.495-501
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    • 2019
  • Recently, research has been carried out into the use of carbon fiber reinforced polymer (CFRP), which has good tensile strength and corrosion resistance, as an alternative to rebar. But as of yet, the research into fatigue failure of CFRP is insufficient. In this paper, an analysis was performed of the mechanical behavior and failure patterns of CFRP reinforced concrete beams according to static and cyclic loads, in order to evaluate the safety and validity of CFRP rebar as an alternative material for rebar. The cyclic load ranged from 10 % to 70% of the ultimate load, and was loaded at a speed of 3Hz using a sine wave in the form of a three-point loading method. Through the static load test, the maximum load or stiffness of the beam was found to increase remarkably with the increase of the reinforcement, but the fatigue test showed that the number of repetitions decreased and the amount of deflection increased with the increase of the reinforcement.

Inelastic Nonlinear Analysis of Arch Truss and Space Truss Structures (아치 트러스 및 공간 트러스 구조의 비탄성 비선형 거동해석)

  • Kim, Kwang-Joong;Jung, Mi-Roo;Kim, Yeon-Tae;Baek, Ki-Youl;Lee, Jae-Hong
    • Journal of Korean Association for Spatial Structures
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    • v.8 no.5
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    • pp.47-58
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    • 2008
  • Spatial structure is an appropriate shape that resists external force only with in-plane force by reducing the influence of bending moment, and it maximizes the effectiveness of structural system. With this character of the spatial structure, generally long span is used. As a result, large deflection is accompanied from the general frame. the structure is apt to result in a large deflection even though this structure experiences a small displacement in absence. Usually, nonlinear analysis in numerical analysis means geometric nonlinearity and material nonlinearity and complex nonlinearity analysis considers both of them. In this study, nonlinear equation of equilibrium considering geometric nonlinearity as per finite element method was applied and also considered the material nonlinearity using the relation of stress-strain in element. It is applied to find unstable result for tracing load-deflection curve in the numerical analysis tech. especially Arc-length method, and result of the analysis was studied by ABAQUS a general purpose of the finite element program. It is found that the present analysis predicts accurate nonlinear behavior of plane and space truss.

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Computer Simulation of Extrusion and Die Design for the Extrusion of Butyl Rubber (부틸고무의 압출을 위한 압출해석 및 다이설계)

  • Choi, T.G.;Lee, H.J.;Lyu, M.Y.
    • Elastomers and Composites
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    • v.49 no.4
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    • pp.275-283
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    • 2014
  • Butyl rubber is used as an adhesive and it is mainly used in the form of sheets. The goal of this study is to design an extrusion die for the butyl rubber sheets using computer simulation. The extrusion die for the butylrubber sheets consists of manifold area and land area. In the manifold area, flows are spread from the entrance of the extrusion die to the land area. In the land area, flows become stable to the flow direction and uniform sheet can be obtained. Island area is being installed in the land area to get uniform flow. Four parameters, angle of manifold, length of manifold, length of land and island, were examined in the computer simulation. The optimum geometry of the extrusion die is derived which has a uniform flow in the width direction of the die.

Swedish Humanitarian Functionalism Design and Svenskt Tenn (스웨덴의 인본적 기능주의 디자인과 스벤스크 텐)

  • Kang, Hyun-Dae;Kwak, Chul-An
    • The Journal of the Korea Contents Association
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    • v.13 no.12
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    • pp.126-135
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    • 2013
  • The purpose of this study is to identify characteristic of Swedish craft and modern design in especially furniture and interior design through the philosophy and humanitarian functionalism of Svenskt Tenn. The study completed through researching what the design paradigm of architecture and furniture design in those days was, and theoretically analyzing how this unique brand became a leading modern Swedish style in the European stream of functionalism design. Working upon this research, the study concludes the concept of the humanitarian functionalism design what Firma Svenskt Tenn wanted to realize through analyzing the aspects of form and material of Josef Frank' works who mainly contributed to form the Svenskt Tenn's unique design identity and comparing them to the other design examples of those days. The result are as follows: 1) Organic composition of space and elements, styles and functions, 2) Unique space composition of amalgamation, 3) Open space with abstract patterns, 4) Furniture shapes of displaying space environment, 5) Overcoming the limits of pragmatic functionalism based on rationalism.