• 제목/요약/키워드: Self Leveling materials

검색결과 24건 처리시간 0.025초

Development of Polymer-Modified Cementitious Self-Leveling Materials for Thin Coat

  • Kim, Wan-Ki;Do, Jeong-Yun;Soh, Yang-Seob
    • KCI Concrete Journal
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    • 제13권2호
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    • pp.58-66
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    • 2001
  • Recently, polymer-modified mortar has been studied for proposed use on industrial floors as top coat with thin thickness, typically 5~15mm. The purpose of this study is to evaluate basic properties of self-leveling materials using polymer dispersions as kinds of SBR, PAE, St/BA with thin coat (under 3mm). Superplasticizer and thickener have been included in the mixes to reduce bleeding and drying shrinkage as well as to facilitate the workability required. The self-leveling materials using four types of polymer dispersion are prepared with polymer-cement ratio which respectively range from 50% and 75%, and tested for basic characteristics such as unit weight, air content, flow, consistency change and adhesion in tension. From the test results, the self-leveling materials using PAE emulsion at curing age of 28days are almost equal to those of conventional floor using urethane and epoxy resin. The adhesion in tension of self-leveling mortars using SBR latex and PAE emulsion at curing age of 3days is over 17 kgf/cm$^2$(1.67MPa). Consistency change is strongly dependent on the type of polymer dispersion. It is concluded that the self-leveling materials using polymer dispersions can be used in the same manner as conventional floor using thermosetting resin in practical applications, in the selection of polymer dispersions.

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고강도 Self-Leveling재의 최적 결합재비 (The Optimum Binder Ratio for High-Strength Self-Leveling Material)

  • 김진만
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2002년도 학술.기술논문발표회
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    • pp.67-76
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    • 2002
  • Self-leveling material(SLM) is one of the floor finishing materials which make flat surface like as water level by itself in a short time. So it is possible to increase construction speed and enhance economical efficiency. In this study, author intended to develop SLM for the industrial warehouse and factory loading heavy weight machinery and vehicles. The demanded properties for this type of SLM are above 20mm of flow value and above 300kgf/cm2 of 28-days compressive strength. To possess demended strength and fluidity, SLM have to be composed of many types of binders and chemical additives. So it is difficult to decide suitable mixing proportion of composition materials. In this study, author investigated the weight percentage effect of main composition materials for high-strength self-leveling material, by experimental design such as tables of orthogonal arrays and simplex design, and by statistical analysis such as analysis of variance and analysis of response surface. Variables of experiments were ordinary portland cement(OPC), alumina cement(AC), anhydrous gypsum(AG), lime stone(LS) and sand, and properties of tests were fluidity of fresh state and strength of hardened state. Results of this study are showed that suitable mix proportions of binders for the high strength self-leveling materials are two groups. One is 78~85.5% OPC, 7.5~9.5% AC, 9~12.5% AG and the other is 72.5~78% OPC, 9~12.5% AC, 13~l5% AG.

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시멘트계 SL재를 사용한 콘크리트슬래브 미장공법 (A finishing construction method for concrete floor and slab using the cement based self leveling mortar)

  • 손형호;이종열
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1994년도 가을 학술발표회 논문집
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    • pp.387-392
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    • 1994
  • Recently, as the problems according to lack of skilled labour and superior construction materials were gathering strength, there were required the advent of a special materials in building construction division. As a view of the point, the cement-based Self leveling mortar was developed for improvements of the former problems. The Self leveling mortar has the all kinds of the properties as followed the premixed products in plant, self-smoofhing, non shrinkgae etc, accordingly the finishing of concrete floor don't need skilled labour. The purpose of this study is to establish the introduction of a finishing construction method for concrete floor and slab using the cement-based self leveling mortar. Presented is a study on the basic properties of fresh and hardened self leveling mortar. To this end, an actual floor's finishing construction using the cement-based self leveling mortar was conducted in approximately 1,800㎡ floor as to compare the flatness and levelness after finighing.

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반도체와 전자 부품에 사용되는 실록산 고분자 코팅물질의 흐름성 및 자기 퍼짐성 측정 시험장치 연구 (Test tool for flow and self-leveling characters of coating materials of siloxane polymer used to semiconductor and electronic parts)

  • 김철현;조현모;이명의
    • 분석과학
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    • 제25권2호
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    • pp.127-132
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    • 2012
  • 반도체와 전자부품의 코팅제로 사용되는, 특히 LCD와 PDP 커넥터주위의 보호를 위해 사용되는 폴리실록산(시편)의 흐름성(flow) 및 퍼짐성(self-leveling)을 측정할 수 있는 시험 장치가 고안되었고, 점도가 각기 다른 실록산 폴리머 견본들을 이용하여 고안된 시험장치를 시험하였다. 이 장치를 사용하여 시편의 흐름성 및 퍼짐성을 측정한 결과, 이 장치가 점도를 통해 흐름성 및 퍼짐성을 예측하던 것을 대신 할 수 있다고 판단되었다. 특히, 흐름성이 적절히 조절되어야만 하는 LCD, PDP 및 반도체 커넥션 보호 코팅제의 특성 평가에 유용하게 활용될 것으로 기대된다.

고강도 Self-Leveling재의 최적 결합재비 (The Optimum Binder Ratio for High-Strength Self-Leveling Material)

  • 김진만
    • 한국건축시공학회지
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    • 제2권4호
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    • pp.89-98
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    • 2002
  • Self-leveling material(SLM) is one of the floor finishing materials which make flat surface like as water level by itself in a short time. So it is possible to increase construction speed and enhance economical efficiency In this study, author intended to develop SLM for the industrial warehouse and factory loading heavy weight machinery and vehicles. The demanded properties for this type of SLM are above 200mm of flow value and above 300kgf/$cm^2$ of 28-days compressive strength. To possess demended strength and fluidity, SLM have to be composed of many types of binders and chemical additives. So it is difficult to decide suitable mixing proportion of composition materials. In this study, author investigated the weight percentage effect of main composition materials for high-strength self-leveling material, by experimental design such as tables of orthogonal arrays and simplex design, and by statistical analysis such as analysis of variance and analysis of response surface. Variables of experiments were ordinary Portland cement(OPC), alumina cement(AC), anhydrous gypsum(AG), lime stone(LS) and sand, and properties of tests were fluidity of fresh state and strength of hardened state. Results of this study are showed that suitable mix proportions of binders for the high strength self-leveling materials are two groups. One is 78~85.5% OPC, 7.5~9.5% AC, 9~12.5% AG and the other is 72.5~78% OPC, 9~12.5% AC, 13~15% AG.

폴리머 시멘트계 Self leveling 바닥마감재의 기초성능평가 (Basic Efficiency Assessment of polymer cementitious Self leveling for floor-finishing materials)

  • 도정윤;김완기;소양섭
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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    • pp.1005-1010
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    • 2001
  • Recently, polymer-modified mortar has been studied for proposed use on industrial floors as top layers with thin thicknesses, typically 5~ 15mm. The purpose of this study is to evaluate basic properties of self leveling materials using polymer modifier as kinds of SBR, PAE, SUBA. Superplasticizer and thickener have been included in the mixes to reduce bleeding and drying shrinkage as well as in order to facilitate the workability required. The self leveling materials using four types of polymer dispersion are prepared with polymer-cement ratios which respectively range from 50%, 75%, and were tested for basic characteristics such as adhesion in tension, crack resistance test, rebound test after the preparative tests for unit weight, air content, consistency ratio etc. The results show almost as equal quality as existing commercial industrial flooring when mortar is modified by polymer dispersion. Adhesion in tension of polymer modified mortars using each SBR and PAE emulsion was over 10 kgf/$cm^{2}$. Crack or flaw derived from shrinkage is strongly dependent on the type of polymer dispersion because of each different total solid of polymer. It is judged that polymer modified mortar with self-leveling can be very well suited for Floor-finished.

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CHARACTERISTICS OF SELF-LEVELING BEHAVIOR OF DEBRIS BEDS IN A SERIES OF EXPERIMENTS

  • Cheng, Songbai;Yamano, Hidemasa;Suzuki, TYohru;Tobita, Yoshiharu;Nakamura, Yuya;Zhang, Bin;Matsumoto, Tatsuya;Morita, Koji
    • Nuclear Engineering and Technology
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    • 제45권3호
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    • pp.323-334
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    • 2013
  • During a hypothetical core-disruptive accident (CDA) in a sodium-cooled fast reactor (SFR), degraded core materials can form roughly conically-shaped debris beds over the core-support structure and/or in the lower inlet plenum of the reactor vessel from rapid quenching and fragmentation of the core material pool. However, coolant boiling may ultimately lead to leveling of the debris bed, which is crucial to the relocation of the molten core and heat-removal capability of the debris bed. To clarify the mechanisms underlying this self-leveling behavior, a large number of experiments were performed within a variety of conditions in recent years, under the constructive collaboration between the Japan Atomic Energy Agency (JAEA) and Kyushu University (Japan). The present contribution synthesizes and gives detailed comparative analyses of those experiments. Effects of various experimental parameters that may have potential influence on the leveling process, such as boiling mode, particle size, particle density, particle shape, bubbling rate, water depth and column geometry, were investigated, thus giving a large palette of favorable data for the better understanding of CDAs, and improved verifications of computer models developed in advanced fast reactor safety analysis codes.

고성능 다기능 특수 그라우트 신재료 개발 및 기초지반보강재로의 사례 연구 (Research & Development of High Performance & Multi-Functional New Grouting Materials for Ground Improvement & Reinforcement)

  • 박봉근;조국환;나경;윤태국;이용준
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 춘계 학술발표회
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    • pp.338-350
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    • 2010
  • As existing materials for ground reinforcement, chemical grout material using cementitous materials and waterglass was used. But many problems in terms of ground reinforcement effects were implicated. In this study, for development and applicability verification of new materials, viscosity, fluidity, permeability, Self-Leveling, keeping of drilled hole, antiwashout underwater, resistance of water (groundwater dilution and minimize material eluting) and the early strength and long-term strength characteristics of developed materials was confirmed, and material standards, and establishing construction standards for the various model tests were conducted. As a result, high viscosity, flowability, permeability and keeping of drilled hole characteristics are excellent, in addition to the early strength properties, dilution does nat occur to groundwater, including groundwater is available for dealing with environmental issues. Application of basic and reinforcement method by Filler function in addition to structure can also or development of a new concept can be expected. In addition, middle and large-diameter drilled shaft, micropile, ground anchors, soil-nailing, steel pipes multi-grouting reinforcement for cement injection process could be used enough to even be considered.

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Synthesis and Physical Property of Multi-Functional Siloxane Protective Coating Materials Applicable for Electronic Components

  • Kim, Cheol Hyun;Cho, Hyeon Mo;Lee, Myong Euy
    • Bulletin of the Korean Chemical Society
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    • 제35권6호
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    • pp.1665-1669
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    • 2014
  • Four multialkoxy-functionalized siloxane base-polymers (BP-1~4) were synthesized through either hydrosilylation or condensation reactions in order to prepare multi-networked siloxane polymers having appropriate physical properties for protective coating in fabrications of electronics. Formulations of 4 base-polymers gave coating materials A and B. Product A showed well-controlled flowing and leveling properties, and product A-2 was successfully applied to protective insulating coating for junction areas of connectors and chips in PDP controller. Tack free time, extrusion rate, dielectric breakdown voltage, hardness, thermal stability, water resistance and flame resistance of products A and B were examined.

유한요소해석을 통한 되메움재 종류에 따른 지하매설관의 변형 특성 연구 (A Study on the Deformation Characteristics on Underground Pipe to Backfill Material Types Using Finite Element Method)

  • 변요셉;안병제;강병주;천병식
    • 한국지반환경공학회 논문집
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    • 제10권5호
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    • pp.11-18
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    • 2009
  • 지하매설관 설치시 매설관 아래의 베딩면 상부 되메움재는 적절한 다짐이 필요하다. 그러나 원형매설관 설치시 기존 시공법의 경우는 관 하부의 다짐이 어렵고, 또한 다짐효율이 떨어져서 지하매설관의 안정성을 저감시키며, 이로 인하여 매설관의 파손이 발생한다. 이러한 지하매설관 되메움시 발생하는 문제점을 해결할 수 있는 방법 중의 하나가 유동성 채움재(CLSM)를 이용하는 것이다. 유동성 채움재는 저강도 콘크리트 개념을 지반공학에 적용하여 만들어진 것이다. 이의 대표적인 특성은 자기수평화(self-leveling), 자기다짐(self-compacting), 유동성(flowablility), 인위적인 강도조절, 시공단계를 줄여 시공비 절감이 가능하다는 것이다. 따라서, 본 논문에서는 유한요소해석을 수행하여 동일한 조건에서 현장발생토, 일반모래, 유동성채움재를 되메움재로 사용하였을 경우의 거동을 비교 분석하였다. 그 결과 되메움재로 유동성채움재를 사용하는 경우가 현장발생토사나 일반모래를 사용한 경우보다 지표침하 및 매설관의 변위를 감소시키는 것으로 나타났다.

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