• Title/Summary/Keyword: Kind of Cement

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Strength behaviour and hardening mechanism of alkali activated fly ash Mortars (알카리 활성화에 의한 fly ash 경화체의 강도 발현 메카니즘에 관한 연구)

  • Jo Byung Wan;Moon Rin Gon;Park Seung Kook;Lim Sang Hun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.321-324
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    • 2004
  • The discharge of fly ash that is produced by coal-fired electric power plants is rapidly increasing in Korea. The utilization of fly ash in the raw materials would contribute to the elimination of an environmental problem and to the development of new high-performance materials. So it is needed to study the binder obtained by chemically activation of pozzolanic materials by means of a substitute for the exiting cement. This paper concentrated on the strength development according to the kind of chemical activators, the curing temperature, the heat curing time. Also Scanning electron microscopy and X-Ray diffraction analysis show what the reaction products of the alkali activated fly ash are.

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An Experimental Study on the Analysis of Behavior Characteristics of the NDB Soil Nailing System (NDB 쏘일네일링 시스템의 거동특성 평가에 관한 실험적 고찰)

  • 김홍택;정성필;박시삼;전경식
    • Proceedings of the Korean Geotechical Society Conference
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    • 2003.03a
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    • pp.521-528
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    • 2003
  • In this study, a newly modified soil nailing technology called as the NDB(New Down and Board) soil nailing system is introduced. To improve the trafficability, workability, and economical efficiency, SMC(Sheet Molding Compound) board is adopted instead of using the concrete block facing. The SMC board has a distinct advantage of showing a fine view by directly coating with any kind of environmental photos. Composite material properties of the SMC board and cement grout are distinguished features of the NDB soil nailing system. In the present study, both laboratory tests(bending and punching failure tests) and field pull-out tests are carried out to analyze the behavior characteristics of the NDB soil nailing system, including the stress and strain distribution.

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Construction and Evaluation of the Paved Track on Test Line (도시철도 시험선 구간에서의 포장궤도 시험부설 및 성능평가)

  • Lee, Il-Wha;Shim, Jae-Gyu;Lee, Choon-Ho;Park, Kyun-Seo;Ryu, Kyoung-Sik
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.1115-1120
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    • 2007
  • Recently, the development of the paved track is required as a low-maintenance of conventional line. The main reason is that the line capacity and bearing of track are increased progressively. The important factors of paved track are stability and applicability. To be based on this subject, Cement Mortar Pouring(CMP) paved track is developed. CMP paved track is a kind of ballast reinforced track using the prepacked concrete technique. The most important thing to design the paved track is to optimize the track structure considering various conditions. In this study, the CMP track is constructed(30m) on a test line and the track performance tested by running train to evaluation the capability and workability. The track performance are tested to confirm the vibration acceleration of the car body, wheel and track, accumulated settlement, track irregularity and crack of surface.

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Effect of Chloride-containing Deicer on the Thermal Charateristics and Skid Resistance of Concrete (염화물을 함유한 제설제가 콘크리트의 열 특성과 미끄럼저항성에 미치는 영향에 관한 연구)

  • Lee, Byung-Duck;Yun, Byung-Sung
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.509-512
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    • 2004
  • This research is targeting that estimate the effect on cement concrete pavement with type of chloride deicers. In order to this study objective, when chloride deicers were spread on road surface, thermal characteristics test was conducted. Also, skid resistance test according to types and concentration of chloride deicier, road surface conditions were investigated. As a test results, thermal characteristics with kind of chloride deicier could know that sodium chloride(NaCl) is exothermic reactive material, calcium chloride$(CaCl_2)$ is endothermic reactive material. And, in case of mixed salt of the calcium and sodium chloride, it could know that can change to the exothermic or endothermic reaction according to dosage ratios. Skid value by British Pendulum Tester(BPT) has shown that it is seldom difference between the types($CaCl_2$, NaCl, mixed salt) and solution concentrations(0.5, 0.8, 1.0, 4.0, $10\%$) of chloride deicier comparing with tap water except mixed salt($10\%$ solution concentration).

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Fracture Behavior of Concrete Beam Subjected to Dynamic Loading (동적하중을 받는 콘크리트보의 파괴거동)

  • Kang, Sung-Hoo;Kim, Woo;Park, Sun-Joon
    • Proceedings of the Korea Concrete Institute Conference
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    • 1995.04a
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    • pp.257-262
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    • 1995
  • In this study, after concrete cylinders were made on the condition of varying water-to -cement ratio, and cured 80 days compressive strength and splitting tensile strength were performed and moduls of elasticy is obtained. The fracture energy was obtained by acting three point bending on the 80cm in length. This test involved static loading test and dynamic loading test. In this work, the new interrelation of the material constants was obtained clearly and the property of the mixture was inspected, including the relation between the fracture energy and all kind of the material constants.

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Rheological Properties and Particle Packing of Different Sized Blast-furnace Slag Powder (고로 슬래그 분말의 입도에 따른 충전률과 유동특성)

  • Byun, Seung-Ho;Park, Hyo-Sang;Song, Jong-Taek;Yoo, Dong-Woo;Lee, Seung-Heun;Kim, Sang-Yun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.353-354
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    • 2009
  • The different sized slag powder, which have been used widely as a cement binder, was obtained by using 3 kind of mills. Two kinds of slag powder with different size was mixed and then investigated the relationship between the rheological properties and the particle packing ratio or particle distribution. It was found that the rheological properties of two mixed slag powder was proportional to the particle packing ratio of it. And the paste flowability of the mixed slag powder with wide particle distribution was very good.

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Strength properties according to mixing type and ratio Alkali activator of Non-cement matrix using Paper Ash and Polysilicon sludge (폴리실리콘 슬러지와 제지애시를 활용한 무시멘트 경화체의 알칼리자극제 종류 및 혼입율에 따른 강도특성)

  • Sin, Jin-Hyun;Kim, Tae-Hyun;Kim, Heon-Tae;Lee, Dong-Hoon;Lee, Sang-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.05a
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    • pp.173-174
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    • 2017
  • Recently, many experiments using industrial by-products have been going on in Korea and abroad. Most of the studies on blast furnace slag and fly ash have been conducted, and the blast furnace slag based two and three component experiments have been conducted in many places. Therefore, this study is an additional study of research using polysilicon sludge and paper ash, which is a study using existing industrial by-products based on blast furnace slag, as strength properties of alkali activator according to kind and mixing ratio and to obtain basic data do.

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The Manufacture and physical properties evaluation of the black mortar which applies the industrial by-product (산업부산물을 활용한 블랙모르타르의 제조 및 물성평가)

  • Jang, Hong-Seok;Mun, Kyoung-Ju;So, Seung-Young;Soh, Yang-Seob
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.11a
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    • pp.733-736
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    • 2006
  • In the many kind of construct-material, the concrete which has the high-strength and a durability is sufficient to use with structure-material. But the color of concrete is very monotony so generally concrete isn't used the out surface. although color concrete is a method of expressing surface, the combination of pigment and cement cause many Physical problem such as efflorescence phenomenon, strength degradation and so on. In this study, It attempt to develop the black mortar using the industrial by-product and to evaluate basic physical properties compare with general color concrete to solve the color concrete problem. The result of experiment showed that Black NSC which was made by-product has more visible black color than any mortar.

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A Calculating Method of Chloride Ion Migration Coefficient in Concrete Coated Finish Materials (마감재가 시공된 콘크리트에 있어서 염화물 확산계수 산정 방법)

  • Cho, Han-Kyu;Ahn, Jae-Cheol;Kang, Byoung-Hee;Oh, Sang-Gyun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.05a
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    • pp.31-32
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    • 2011
  • The purpose of this study is to investigate the amount of chloride penetration into concrete finishing materials. Chloride ion migration test was used rapid infiltration method proposed by 'NT-Build 492'. The kind of coated finishing material is 'None-finished(N)', 'Cement Mortal(M)', 'Water based paint(P)', 'Bone-Tile(B)', 'Repair Mortal(R1)' in this paper.

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An Experimental study on the Effect of Bonding Conditions on Bonding Strength of Ceramic Tiles: Substrate, Setting Material and Curing Condition (도기질 타일 부착조건(바탕면, 붙임재료 및 양생조건)이 부착강도에 미치는 영향에 관한 실험적 평가)

  • Ki, Jun-Do;Lee, Sang-Hyun;Cho, Hong-Bum;Kim, Young-Sun;Kwak, Dong-Young
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.11a
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    • pp.153-154
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    • 2020
  • This study aims to find out the reason that tile adhesive(type III) for ceramic tile does not harden under some conditions especially high humidity even though long curing time. Bonding strength of adhesive between substrate and ceramic tile is evaluated depending on bonding conditions such as substrate kind(concrete, board), bonding material (tile adhesive, tile cement) and curing condition(humidity 50, 70%). Based on the results, this study aimed to establish the quality of tile adhesion strength under the relevant conditions.

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