• Title/Summary/Keyword: lightweight foamed concrete

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Properties of Lightweight Foamed Concrete with Variances in Adding Ratio of Stability Agent (증점 안정화제의 혼입율 변화에 따른 경량기포 콘크리트의 특성)

  • Hwang, Yin-Seong;Shin, Hyun-Sup;Shin, Jae-Kyung;Jeong, Kwang-Bok;Pei, Chang-Chun;Han, Cheon-Goo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.11a
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    • pp.765-768
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    • 2006
  • This paper investigates the properties of light weight foamed concrete with variances in adding ratio of stability agent(PS). Test showed that an increase of PS adding ratio decreased fluidity due to higher viscosity and increased unit weight of specimens. A sinking depth declined as the adding ratio of PS inclines, but all specimens including control concrete was ranging in KS; 0.5 to 10mm. Compressive strength value of specimens increased as PS adding ratio inclines. As for the tensile strength, any significant feature was not observed, compared with control concrete, but the ratios of camp. to tens. increased. Appearance density of concrete increased, and thermal conductivity was satisfied in KS, except for a specimen adding 0.07 percent of PS.

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Properties and Mock-up Test of Lightweight Foamed Concrete Based on Blast Furnace Slag by Crack Reducing Admixture (팽창성 균열저감제를 이용한 고로슬래그 미분말 기반 경량기포 콘크리트의 특성 및 목업실험)

  • Han, Sang-Yoon;Han, Min-Cheol
    • Journal of the Korea Institute of Building Construction
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    • v.17 no.6
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    • pp.507-515
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    • 2017
  • This study is to develop a high quality lightweight foamed concrete that can be applied in the field using EXFG by cracking reducing agent combined with FGD and ALS. First, to increase the volume of foam, the flow and density of the mixture was increased and decreased, respectively. At this time, the effect of substitution ratio of EXFG on fluidity was negligible. The fraction of foam was the highest at EXFG 1%, and the settlement was found to be prevented by the expansion reaction at EXFG 1%. At this time, the ratio of foam was 65%. In the compressive strength, the strengths were similar or decreased when the substitution ratio of EXFG was more than 1%. The apparent density satisfied the KS 0.5 type at the bubble contents was 65%. In case of EXFG substitution, dry shrinkage was decreased by about 10%. As the substitution ratio of EXFG increased, the thermal conductivity increased proportionally.

Physical Properties and Quality Control of Foamed Concrete with Fly Ash for Cast-in-Site (플라이애쉬를 혼입한 현장타설 경량기포콘크리트의 물리적 특성 및 품질관리)

  • 이도헌;전명훈;고진수
    • Journal of the Korea Concrete Institute
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    • v.13 no.1
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    • pp.69-76
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    • 2001
  • Foamed concrete for cast-in-site, which shows excellent lightweight, thermal insulation, noise insulation, constructability and cost efficiency, has been applied as thermal insulation or filling material for On-dol. However, the technology is too insufficient to obtain the high level of quality, and serious problems often occur in quality control at sites. It, thus, is necessary to establish the proper and reasonable quality control method for ensuring the required quality, based on the investigation on the physical properties and their reciprocal relation. This study aims to settle the quality control method in case of applying FA foamed concrete replacing 40% by weight with fly-ash as the filling material for On-dol. The results of the study include the correlation among flow, as-placed density and foam ratio of fresh foamed concrete, the correlation between physical properties before hardening and after 28-day, provision of an equation to estimate 28-day compressive strength early with 7-day compressive strength, and suggestion of quality criteria for the revision of KS on foamed concrete for cast-in-site.

Properties of Lightweight Foamed Concrete with Incorporating Ratio of Cement Kiln Dust (CKD 치환율 변화에 따른 경량기포 콘크리트의 특성)

  • Shin, Hyun-Sup;Shin, Jae-Kyung;Jeong, Kwang-Bok;Pei, Chang-Chun;Kim, Seong-Soo;Han, Cheon-Goo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.11a
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    • pp.861-864
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    • 2006
  • This study investigates the properties of light weight foamed concrete with variances in incorporating ratio of cement kiln dust(CKD). Test showed that an increase of CKD incorporating ratio decreased the fluidity of fresh concrete and increased the unit weight. A sinking depth of specimens incorporating CKD decreased, compared with that of control. As for the compressive strength, it firstly increased and then slightly decreased when incorporated CKD. Tensile strength values were similar to the values of compressive strength, but the ratio of comp. to tens. strength increased. Appearances density of specimens were all raged in KS and the thermal conductivity was also satisfied in KS; less than 0.05-0.160W/($m{\cdot}k$).

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Micromechanical Models for the Evaluation of Elastic Moduli of Concretes (콘크리트 탄성계수 추정의 미시역학적 모델)

  • 조호진;송하원;변근주
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.04a
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    • pp.383-391
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    • 1997
  • The prediction of effective properties of heterogeneous material like concrete is of primary importance in design or analysis. This paper os about micromechanice-based evaluation of elastic moduli of concretes considering composite material behavior. In this study, micromechanixe-based schemes for the effective elastic modui of the lightweight foamed concrete and the normal concrete are proposed based on averaging techniques using a single-layered inclusion model and a multi-phase and multi-layered inclusion model. respectively, For the verification's sake, elastic moduli evaluated in this study are compared with experimental data and results by existing formula.

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Flexural Characteristics of Sheets Reinforced ALC Panel (시트 부착 ALC 패널의 휨강도 특성)

  • Lee, Dong-Weon;Kim, Jin-Man;Choi, Hong-Beom;Yu, Jae-Seong;Li, Kun-Mao;Sun, Joung-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.05a
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    • pp.28-29
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    • 2015
  • Although there are many applications with gypsum board because of its economical and construction advantages, four-layer construction technique, (hollow area between two-layer panel sets) is the general case to achieve the insulation, and resistance of horizontally applied force. Since this construction method has many problems such as complicate construction steps and increased cost, it is needed that the two-layer panel for improved construction and economical advantage for lightweight pane: thick panel with favorable performances. Therefore, in this research, based on the ALC panel with 10 to 30mm depth, feasibility of the paper reinforced panel as a lightweight wall material. As a result, favorable performance with increased flexural strength were achieved with paper reinforcement.

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A Study on the Properties of Foamed Concrete with Plaster Using the Experimental Design (실험계획법을 이용한 석고 혼입 기포콘크리트의 특성에 관한 연구)

  • Lee, Sang-An;Kim, Wha-Jung;Yoon, Sang-Chun
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.17 no.6
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    • pp.130-137
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    • 2013
  • This research was performed through the experimental design to get the statistical analysis on foamed concrete mixed plaster with hydrogen peroxide. In this experiment, we set the ratio of each material, which part of lightweight concrete, as experimental factors and evaluated on the mechanical properties by statistical analysis for response variables obtained from experiments. Experimental factors are plaster replacement, water binder ratio, and hydrogen peroxide ratio. Response variables are dry density, compressive strength, and flexural strength. Mixing design of the foamed concrete set up a total of 15 experimental points by Box-Behnken (BB) method of the response surface analysis. Thus, the results of a study were summarized as follows. Values of the probability in experimental factors (plaster replacement, water binder ratio and hydrogen peroxide ratio) on the response variables were estimated to be significant at the 95% of confidence limit. On response surface analysis for dry density of foamed concrete, water binder ratio and hydrogen peroxide ratio were estimated to be significant (${\alpha}$ = 0.05), and the relationship between the amount of void and the water content for dry density is inverse proportional. On response surface analysis for the compressive strength of foamed concrete, water binder ratio, hydrogen peroxide ratio and (hydrogen peroxide ratio)$^2$ was estimated to be significant (${\alpha}$ = 0.05). On response surface analysis for the flexural strength of foamed concrete, water binder ratio, hydrogen peroxide ratio was estimated to be significant (${\alpha}$ = 0.05). Through multi response surface analysis, we found the optimal area that meets performance goals.

A Study on the Strength Variation According to the Air Pressure Using the Independent Bubble Type Foaming Agent (독립기포형태 기포제를 활용한 기압에 따른 강도 변화에 대한 논문)

  • You, Nam Gyu;Hong, Sang Hun;Seo, Eun-Seok;Kim, Han-Nah;Kim, Bong Joo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.11a
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    • pp.19-20
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    • 2018
  • As energy related problems continue to arise, Korea's thermal insulation market for the zero energy homes is also demanding major changes, but there are no realistic countermeasures. Also, interest in inorganic insulation is growing as damage from multifamily housing fire using flammable insulation materials is increasing. On the other hand, many studies have been conducted on lightweight foam concrete, which implies a sufficient possibility as an insulation material by generating a large amount of air bubbles. However, studies of existion bubble concrete are not quantified by the experimental difficulty of using bubbles when compared. Therefore, in this study, the change in strength due to air pressure using a bubble foam, one of the types of air bubbles for the development of light foam concrete.

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A Study on the Optimum Mixture of Sandwich Panel Core Using Lightweight Foamed Concrete (경량기포콘크리트를 이용한 샌드위치 패널 심재의 최적배합에 관한 연구)

  • Ahn, Jung-Hyun;Chun, Woo-Young;Lee, Sang-An;Kim, Wha-Jung
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.447-448
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    • 2009
  • On this study, the concrete foaming was maximized using Hydrogen peroxide($H_2O_2$) reciprocal decomposition catalyzed by Manganese dioxide($MnO_2$) and Sodium bicarbonate($NaHCO_3$). Also, we study the physical and mechanical properties of lightweight formed concrete through diverse experiment which is to determine the optimal mixing proportion and require strength of the lightweight formed concrete. As a result of an experiment, it is satisefied with overall quality standard on the KS F 4039 and KS F 2459 provision.

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Density and Strength Properties of Lightweight Composites with replacement ratio of Paper Ash (제지애시의 치환율에 따른 경량 경화체의 밀도 및 강도특성)

  • Lee, Seung-Ho;Choi, Se-Jin;Park, Sun-Gyu;Lee, Sang-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.05a
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    • pp.164-165
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    • 2015
  • Recently, the reason of using foamed concrete is for core of panel, filler of construction material to give lightness. However, cement causes environmental problem. The cement generates CO2 but we normally use cement during manufacturing foamed concrete. Accordingly, this study focuses on dynamic properties of matrix according to the addition ratio of paper ash to make lightweight matrix with blast furnace slag and paper ash which are industrial by-product. The experiment progessed in order to select th optimum mixing ratio of the blast furnace slag and paper ash. There are totally 7 levels such as B100:P0, B95:P5, B90:P10, B85:P15, B80:P20, B75:P25, B70:P30 in this study. As a result of the test, B95:P5 matrix has the best density and compressive strength.

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