• Title/Summary/Keyword: 황토 모르타르

Search Result 22, Processing Time 0.021 seconds

Properties of Cementless Loess Mortar Using Eco-Friendly Hardening Agent (친환경 무기질 고화재를 사용한 무시멘트 황토모르타르의 특성)

  • Jung, Yong-Wook;Kim, Sung-Hyun;Lee, Dong-Gyu
    • Journal of the Korean Recycled Construction Resources Institute
    • /
    • v.3 no.4
    • /
    • pp.355-365
    • /
    • 2015
  • This study examined the fluidity and strength properties, water resistance, durability, and freeze-thaw of cementless loess mortar using an eco-friendly hardening agent. The experimental result indicates that 28 days compressive and flexural strength of the loess mortar was increased regardless of the weathered granite soil and loess mixture ratio as the replacement ratio of the hardening agent increases. The strengths were significantly increased until 14 days regardless of the hardening agent, while the effect on the strengths increasement was relatively low after 14 days. Thus, the strength development of loess mortar concrete was found to be faster than that of the normal concrete. In addition, when the hardening agent of 10% was used, the average flexural strength was 1.7MPa which is insufficient compared to the 28-day flexural strength of 4.5MPa for the paving concrete. However, the flexural strengths of the loess mortar concrete using the hardening agents of 20% and 30% were 4.0MPa and 5.3MPa, respectively. Thus, the hardening agent need to be at least 20% so that the loess mortar can be used for paving concrete. The experiment for water resistance shows that the repeated absorption and dry reduced mass regardless of the mixing ratio of the loess. The maximum length change also decreased with increasing the substitution rate loess mixture ratio and the hardening agent. The result of the freeze-thaw resistance test indicates that the relative dynamic modulus of elasticity at 300 cycle freeze-thaw with the hardening agents of 20% and 30% were 75% and 79%, relatively. Thus, the hardening agent of at least 20% is required to obtain the relative dynamic modulus of elasticity of 60% for the loess mortar.

나는 황토집 지어 암 극복했다

  • Park, Chang-Bae
    • 주택과사람들
    • /
    • s.188
    • /
    • pp.70-75
    • /
    • 2006
  • 황토가 사람 몸에 좋다는 것이 알려지면서 전국에 '황토 바람'이 불고 있다. 황토로 꾸민 병원이 생겨나는 가 하면 황토 찜질방이 성황을 이루고, 심지어는 황토방 아파트까지 등장하고 있다. 가족의 건강을 생각해 흙집을 짓는 이들도 많다. 경기도 김포시 양촌면의 방경석 씨는 암과의 투병을 위해 황토집을 지었다. 미송으로 골조를 세운 후 순수 황토벽돌로 벽체를 쌓고 안팎으로 황토 모르타르를 발랐다. 그리고 황토의 효능을 극대화시키기 위해 구들방과 황토 패치카를 들였다. 황토집에서 생활한 지 4년 ··· 방경석 씨는 스스로 놀랄 만큼 건강을 되찾았다.

  • PDF

A Study on the Fluidity Properties and Strength Properties of Non-sintered Hwangtoh mixed with PVA Fiber (PVA섬유를 혼입한 비소성 황토 콘크리트의 유동특성 및 강도특성에 관한 연구)

  • Lee, Sang-Soo
    • Journal of the Korea Institute of Building Construction
    • /
    • v.10 no.3
    • /
    • pp.49-56
    • /
    • 2010
  • The purpose of this study is to examine the effect of variations in the mix rate of PVA fiber and the replacement ratio of non-sintering Hwangtoh on non-sintering Hwangtoh mortar and concrete mixed with PVA fiber. For water to binder ratio, mortar and concrete were both 50%, and PVA fiber mix rate was 0% and 0.3%. The replacement ratio of non-sintering Hwangtoh was 0, 25, 50 and 75(%) for mortar, and 0, 15, 30 and 50(%) for concrete. The properties of the mortar and concrete were compared and analyzed in 4 different levels, and the results can be summarized as follows. The replacement ratio of 30% of the non-sintering Hwangtoh, and the PVA fiber mix rate of 0.3% is determined to result in concrete of high quality, including strength and fluidity, and crack control by plastic shrinkage.

Effect of Superplasticizers and Admixtures on the Fluidity and Compressive Strength Development of Cementless Mortar Using Hwangtoh Binder (혼화제·재가 무시멘트 황토 모르타르의 유동성 및 압축강도 발현에 미치는 영향)

  • Yang, Keun-Hyeok;Hwang, Hey-Zoo;Kim, Sun-Young;Song, Jin-Gyu
    • Journal of the Korea Concrete Institute
    • /
    • v.18 no.6 s.96
    • /
    • pp.793-800
    • /
    • 2006
  • This paper reports test results to assess the influence of superplasticizers and different admixture on the flow and compressive strength development of cementless mortar using developed hwangtoh binder. Test specimens were classified into four groups: series for I the mixing ratio of superplasticizers, series II for a kind and replacement level of admixtures according to the variation of water/hwangtoh binder ratio, series III for the specific surface area and replacement level of ground granulated blast-furnace slag and series IV for the replacement level of powered superplasticizer agent developed to improve slump loss of concrete. The proper replacement level of each admixture is proposed for enhancement the flow and compressive strength of the hwangtoh binder mortar.

Strength Properties of Loess Mortar Using Eco-friendly Loess Binder (친환경 황토 고화재를 사용한 황토 모르타르의 강도 특성)

  • Lee, Seung-Han;Jung, Yong-Wook;Jang, Seok-Soo;Yeo, In-Dong;Choi, Jong-Oh
    • Proceedings of the Korea Concrete Institute Conference
    • /
    • 2010.05a
    • /
    • pp.285-286
    • /
    • 2010
  • The purpose of this study aimed to evaluate properties of fluidity, compressive strength and bending strength of Loess mortar using non-cement binder to solve indentation due to reduction of compressive strength on exiting Loess bicycle load.

  • PDF

Durability Properties of Loess Mortar Using Eco-friendly Loess Binder (친환경 황토 고화재를 사용한 황토 모르타르의 내구 특성)

  • Jung, Yong-Wook;Lee, Seung-Han;Jang, Seok-Soo;Yeo, In-Dong;Choi, Jong-Oh
    • Proceedings of the Korea Concrete Institute Conference
    • /
    • 2010.05a
    • /
    • pp.287-288
    • /
    • 2010
  • The purpose of this study aimed to evaluate properties of water resistance, disease of freezing and thawing and XRF of Loess mortar using non-cement binder to solve reduction of durability by freezing and thawing on exiting Loess bicycle load.

  • PDF

Evaluation of Mechanical Properties of Mortar Mixed with Zeolites and Active Hwangtoh (제올라이트 및 활성 황토를 혼입한 모르타르의 역학적 특성 평가)

  • Kwon, Seung-Jun;Lim, Hee-Seob;Kim, Hyeok-Jung;Hyun, Jung-Hwan
    • Journal of the Korean Recycled Construction Resources Institute
    • /
    • v.7 no.4
    • /
    • pp.405-412
    • /
    • 2019
  • In this study, the physical and chemical properties of mortar are evaluated by micro-analysis, taking into account the substitution rate(20%, 30%, and 40%) of zeolite with porous properties and active hwangtoh. First, the physical and chemical properties of zeolite and active hwangtoh are reviewed to confirm that the specific surface area of those is similar with ordinary portland cement, and the main chemical composition is SiO2, Al2O3, Fe2O3, etc.. So, it is thought that they have the properties of pozolan reactive materials. As the results of the strength test considering the amount of substitution based on that of cement, It is confirmed that strength decreases with the increase of the replacement amount of zeolite and active hwangtoh, and the strength of mortar with replacement rate of 20% is higher than OPC mortar. It is confirmed that the amount of porosity is increased due to chemical properties of zeolite and active hwangtoh, and in particular, the size of the pore is greater than 1㎛ in mortar mixed with active hwangtoh.

Properties of Mortar with Polysilicon Sludge Based Active Loess Cement (활성황토 시멘트 기반 폴리실리콘 슬러지를 사용한 모르타르의 특성)

  • Kang, Jeon-Uk;Kim, Dae-Yeon;Shin, Jin-Hyeon;Lee, Sang-Soo;Song, Ha-Young
    • Journal of the Korean Recycled Construction Resources Institute
    • /
    • v.6 no.4
    • /
    • pp.275-282
    • /
    • 2018
  • This study examines the ways to address environmental issues by utilizing activated loess to reduce the amount of cements that emit a large amount of carbon dioxide during the process of manufacturing, and by reusing the polysilicon sludge produced as a result of manufacturing polysilicon, one of the components for solar power generation panels. The findings of the experiment showed that the optimal replacement ratio of the polysilicon sludge is 20%, 35% for W/B, and 20% for the ratio of the fine aggregate addition. As it is deemed that utilizing the polysilicon sludge for reinforced concrete may lead to rebar corrosion due to the $CI^-$ contained in the sludge, it can be considered to use for unreinforced concrete or bricks.

Effect of Absorbent Materials and Initial Sealed Curing on Drying Shrinkage and Compressive Strength of Hwangtoh Mortar (흡수성 물질과 초기 밀봉양생이 황토 모르타르의 건조수축과 압축강도에 미치는 영향)

  • Kwon, Yang-Hee;Hong, Sung-Gul
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.20 no.6
    • /
    • pp.20-29
    • /
    • 2016
  • This study investigates the effect of the absorbent materials on the material properties(compressive strength and drying shrinkage) of natural hwangtoh mortar which is one of the traditional building material in Korea. The absorbent materials used are seaweed paste and Super-Absorbent Polymer(SAP). In addition to the absorbent materials, the initial sealed curing recommended by the standard specification of properties for Korean traditional building materials is also a main interest of this study. Based on the test results of 28 days compressive strength and converged drying shrinkage, it is confirmed that the initial sealed curing for 7 days is effective to reduce the drying shrinkage and to enhance the compressive strength. Thus, it is verified that the recommendation is reasonable and has positive effects on the properties of the mortar. Next, the test results show that the addition of absorbent materials into the mortar is also effective to the two properties depending on their absorption capacity. Thus, it is more effective to use SAP than the seaweed paste because of higher absorption capacity. However, both the initial sealed curing and keeping total water contents of the mortar are required to show this effectiveness. Lastly, the compressive strength is inversely proportional to the drying shrinkage. By using this relation, the reason of the increase of compressive strength due to the initial sealed curing or the addition of absorbent materials is quantitatively explained.

The Evaluation of Durability Performance in Mortar Curbs Containing Activated Hwangtoh (활성 황토를 혼입한 모르타르 기반 경계석의 내구성능 평가)

  • Kwon, Seung-Jun;Kim, Hyeok-Jung;Yoon, Yong-Sik
    • Journal of the Korean Recycled Construction Resources Institute
    • /
    • v.8 no.4
    • /
    • pp.520-527
    • /
    • 2020
  • Hwangtoh is the rich resource that accounts for about 15.0% of the domestic soil, and can be used as the admixture of concrete with Pozzolan characteristics if activated by rapidly freezing after burning with high temperature. In this study, the mortar curbs containing active hwangtoh were produced, based on the mixture for the mortar curbs sold on the market. The substitution rate of active hwangtoh were considered 10.0% and 25.0%, and the test items were selected to compressive and flexural strength tests, freezing/thawing resistance tests, accelerated carbonation tests, and accelerated chloride diffusion tests. In the results of the mechanical performance, it was showed that the highest strength was evaluated in OPC mixture, and the increase in strength was small by the increase of age, which was believed to be due to the fact that most of the strength in each mixture was created in three days of steam curing. The results of the freezing/thawing tests for 28 aged days showed the reduction rate of compressive strength was 85.0% or higher for all specimen, meeting the criteria presented. The accelerated carbonation tests were carried out on the specimen at 28 days of age, and the results showed that the mortar with active hwangtoh had lower carbonation resistance performance than mortar with OPC. The passed charge of each mixture was assessed in accordance with ASTM C 1202 on 28 and 91 aged days. The OPC mixture had "Low" rate and the mortar with active hwangtoh had "Moderate" rate. So it was thought that the mortar with active hwangtoh had appropriate resistance performance for chloride attack.