• Title/Summary/Keyword: Direct coagulated casting

Search Result 4, Processing Time 0.018 seconds

Rheological Behavior of Coal-Fly-Ash and Clay Slip (석탄회-점토계 슬립의 유동학적 거동)

  • 이기강;박천주;김유택;김석범;김정환
    • Journal of the Korean Ceramic Society
    • /
    • v.35 no.2
    • /
    • pp.180-184
    • /
    • 1998
  • It was examined that the rheological behaviors of fly ash 70wt%-clay 30wt% slip in which nonplastic fly ash was a major component. We have systematically investigated the effects of deflocculant(Tetrasodium pyrophosphate ; Na4P2O7 nH2O Sodium silicate; Na2SiO3) and coagulant(CaSO4) on the rheological behavior of ash-clay slip. Ash-clay slip have been characterized on the basis of the time dependent rheology which was done out by the gel-curve test. Dispersion mechanism of ash-clay slip is the steric stabilization by the Na2SiO3 coating of cenospheres surface. Coagulated slip seems to have the new network structure and shows the gellation behaviors which makes it possible to direct coagulated casting(DCC).

  • PDF

Near-Net-Shape Forming and Green Properties of Silicon Nitride by Direct Coagulation Casting Technique (직응집성형법을 이용한 질화규소의 실형상 성형공정 및 성형특성)

  • Jung, Yun-Sung;Pagnoux, Cecile;Jung, Yeon-Gil;Paik, Un-Gyu
    • Journal of the Korean Ceramic Society
    • /
    • v.39 no.3
    • /
    • pp.299-307
    • /
    • 2002
  • In this proposed study, a new emerging shape forming technique Direct Coagulation Casting(DCC) which enables to fabricate complex-shaped ceramic parts has been investigated using colloid surface chemistry. Various process variables affected by dispersant, coagulation agent and sintering additives, have been evaluated in order to achieve highly concentrated stabilized silicon nitride suspensions. A high solid loading of 51 vol% in the dispersed silicon nitride suspension was prepared with 1.0wt% Tetraethylammonium Hydroxide (TEAH), which obtained a stable silicon nitride suspension with sintering additives $(Al_2O_3\;and\;Y_2O_3)$ in alkaline regions. The addition of hydroxyaluminium diacetate into the suspension, which decomposed at elevated temperatures, led to coagulate of a silicon nitride suspension. In a basic medium, aluminum ions precipitated to aluminum hydroxide $(Al(OH)_3)$, leading to decreased $OH^-$ concentration and, thus, coagulated suspension.

Analysis of Pore Structure for Porous Body with Coal Fly ash and Clay (석탄회-점토계 다공체의 기공구조 분석)

  • 이기강;박천주
    • Korean Journal of Crystallography
    • /
    • v.9 no.1
    • /
    • pp.64-70
    • /
    • 1998
  • Porous body was prepared from coal fly ash 70 wt%0clay 30 wt% slip using DCC(Direct Coagulated Casting) method. Effect of the specific gravity of the slip on the pore size and distribution of the sintered body was examined by the SEM observation of microstructure and mercury porosimetry measurement of the pore size distribution. Average pore size of the porous sintered body was about 2.5μm for all slips with specific gravity of 1.55, 1.60 and 1.65g/cm3, respectively. Sintered body prepared from the slip of specific gravity of 1.60g/cm3 have the narrowest pore size distribution. slip of specific gravity of 1.55g/cm3 shows broader pore size distribution due to slow gellation process. Slip of specific gravity of 1.65g/cm3 required large amount of deflocculant and showed large variation of the viscosity with addition of coagulant which resulted in very unstable slip properties.

  • PDF

Characteristics of sintered fly ash-clay body prepared by slip processing and its applicability for foundation soils (슬립 공정으로 제조된 비산재-점토 계 소결체의 물성 및 기반재로의 적용특성)

  • Kang, Seung-Gu;Lee, Yeong-Saeng
    • Journal of the Korean Crystal Growth and Crystal Technology
    • /
    • v.18 no.6
    • /
    • pp.271-276
    • /
    • 2008
  • The civil engineering properties for the coal fly ash produced from a power plant mixed with sintered powders made from the fly ash-clay slip system were measured and its applicability for the foundation soils was investigated. The F-slip whose dispersion state is 'not good' and C-slip which is re-flocculated by adding a flocculant to a well-dispersed slip were fabricated and then sintered. The sintered body made from C-slip had more uniform microstructure than that of F-slip, therefore, the bulk density and compressive strength were improved. The civil engineering properties such as compression index, compressive strength, permeability coefficient of fly ash were improved by mixing $0.84{\sim}2\;mm$ powders obtained by crushing a sintered body made from C-slip. Therefore, the applicability of mixed powders composing of fly ash and sintered body made from C-slip was confirmed to foundation soils due to its improved civil engineering properties.