• Title/Summary/Keyword: no-cement

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Fluidity and strength characteristics of no-cement composite applied with ferronickel slag powder according to curing temperature (양생온도에 따른 페로니켈슬래그 미분말 적용 무시멘트 복합체의 유동성 및 강도특성)

  • Kim, Chae-Young;Yoon, Joo-Ho;Park, Jeong-Yeon;Park, Gwan-Hong;Lee, Jae-In;Choi, Se-Jin
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.11a
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    • pp.193-194
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    • 2023
  • Recently, research is being conducted on geopolymers using industrial by-products as a cement substitute to reduce carbon dioxide emissions from the construction industry. Since geopolymers use industrial by-products, their performance varies depending on the type of alkali activator used, curing temperature, etc. Therefore, as part of a study to reduce carbon dioxide emissions from the construction industry, this study mixed blast furnace slag powder and ferronickel slag powder as cement substitutes, and compared and analyzed the fluidity and compressive strength of no-cement composites according to curing temperature.

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The Effect of Hydration Retarder on Initial Compressive Strength of Sodium Silicate-Cement Grouted Soil (시멘트 수화지연제가 규산나트륨-시멘트 그라우트 초기강도에 미치는 영향에 관한 연구)

  • Chun, Byung-Sik;Yoo, Young-Nam
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.10a
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    • pp.453-460
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    • 2005
  • Sodium silicate - the usual portland cement which accomplishes a cement pouring reconsideration main stream and sodium silicate(No.3) after reacting sodium silicate(No.3) with the reaction sodium silicate where oxidation natrium which is included does not react with the cement receiving stiffening water it will burn together on underwater and to become the durability lacks pouring it is recognized. From the hazard which improves an advantage it used the additive which relates in congealing and stiffening of the portland cement and sodium tripolyphosphate(STPP) addition hour initial material age(72 hours at once) which does to be revealed the at high-in-tensity is discovered while accomplishing. The effect of additives on the reactions of sodium silicate solution and cement suspesion was investigated by various physical and chemical tests, such as Si-NMR, XRD, SEM uniaxial compression test. The additives were STPP(sodium tripolyphosphate), EDTA, SUGAR. The compressive strength of sodium silicate(No.3) - cement grout with additives was about $1.5{\sim}10$ times higher than that without additive in early age(72 hours).

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THE EFFECT OF TEMPORARY CEMENT AND DESENSITIZER ON THE BOND STRENGTH OF LUTING CEMENTS (접착용 시멘트의 결합강도에 임시 접착제와 탈감작제가 미치는 영향)

  • Sun Se-Na;Yang Hong-So;Park Sang-Won
    • The Journal of Korean Academy of Prosthodontics
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    • v.40 no.4
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    • pp.335-343
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    • 2002
  • This study investigated the effect of temporary cement and desensitizer on the bond strength of luting cements. Total 96 dentin specimens were divided into two groups with and without temporary cementation. For temporary cement-tread group, specimens were cemented with $Temp-bond^{(R)}$ and all specimens were stored in distilled water at $37^{\circ}C$ for 7 days. Each cup was further divided into 3 subgroups with $Gluma^{(R)},\;One-step^{(R)}$ application and without desensitizer After desensitizer application, Ni-Cr specimens were luted to dentin surface with $Panavia-F^{(R)}$ and $Vitremer^{(R)}$ Specimens were placed in distilled water at $37^{\circ}C$ for 24 hours and shear bond strength between metal and dentin was measured by a universal testing machine. The results were as follows : 1. In $Panavia-F^{(R)}$ cemented groups, the combination of $One-step^{(R)}$ without temporary cement showed the greatest strength. Among the desensitizer types, $One-step^{(R)}$ showed the highest bond strength, followed by No-desensitizer, $Gluma^{(R)}$. 2. In $Vitremer^{(R)}$ cemented groups, the combination of no temporary cement and without desensitizer showed the greatest bond strength. Among the desensitizer types, No-desensitizer group showed the highest bond strength. 3. The use of $Gluma^{(R)}$ significantly reduced the shear bond strength in $Panavia-F^{(R)}$ and $Vitremer^{(R)}$ groups. 4. All temporary cement-treated groups showed a significant lower shear bond strength than without temporary cement groups. 5. Desensitizer application significantly influenced the bond strength of the resin cement and resin modified glass ionomer cement.

A COMPARATIVE STUDY ON SURFACE ROUGHNESS OF GLASS IONOMER CEMENT BY SURFACE COATING AGENT (표면도포제에 따른 수복용 글라스 아이오노머 세멘트의 표면조도 비교)

  • Choi, Byung-Jai;Hwang, Dong-Hwan
    • Journal of the korean academy of Pediatric Dentistry
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    • v.23 no.4
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    • pp.915-924
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    • 1996
  • The purpose of this paper is to investigate the surface roughness of glass ionomer cement during initial setting time followed by applying surface coating agent. No other finishing or polishing procedure is done and each surface coating agents (varnish, adhesive, gloss, sealant) are used after filling of glass ionomer cement. Surface roughness indices(Ra) are measured and surface contours are obtained electronically by Surfcorder SEF-30D(Kosaka laboratory Ltd., Japan). The results are as follows: 1. During initial setting time, surface roughness increases slightly regardless of surface coating agents. But it is statistically insignificant. (p>0.05) 2. Among surface coating agents used, Ra indices of group using varnish are high significantly compared to other groups regardless of elapsed time.(p<0.05) Among the groups which has used other surface coating agents except for the varnish group, similar Ra index all over the experiment is obtained, when compared to control group (no agent). 3. If no surface treatment is performed, tri-cure glass ionomer cement (Vitremer) has higher Ra Index than light cure glass ionomer cement (Fuji II LC) (t<0.05). But there is no difference between two groups in Ra index if any kinds of agents are applied except for sealant. (t>0.05)

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The Study on Earlier Evaluation of Strength for Cement Using resistance Method (전기 저항법을 이용한 시멘트 강도의 조기 판정에 관한 연구)

  • 김화중;박정민;김태곤;최신호;이승조
    • Proceedings of the Korea Concrete Institute Conference
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    • 1995.04a
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    • pp.124-129
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    • 1995
  • In this study proposed to rapid and simple methid of test for early evaluation of strength of cement. The obtained results through a series of experiment are summarized as follow. The resistance ratio was decreased as the increase of water-cement ratio. The compressive strength of cement was increased as the resistance ratio increase. The experimental results of compressive strength of cement is shown in the same value no relation with the kind of cement respectively.

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The Solidification of the Heavy Metal Ion by Using DSP Cement (DSP 시멘트를 이용한 중금속 이온의 고화)

  • 소정섭;최상홀
    • Journal of the Korean Ceramic Society
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    • v.33 no.8
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    • pp.889-894
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    • 1996
  • This study was subjected to the stabilization of heavy metals using DSp cement. Heavy metal Cr and Pb ions were mixed with cement paste and hydration behavior and leaching property by heavy metal were exami-ned. It was found that, Cr ion accelerated the early hydration of the cement and has no accelerating effect in later hydration period. However Pb ion retarded the hydration of the cement for a early hydration periods. As a result of leaching test the quantity of leachant has a very low value and the influence of leached heavy metal effected on the environments is very weak.

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Effect of cement washout on loosening of abutment screws and vice versa in screw- and cement- retained implant-supported dental prosthesis

  • Kim, Seok-Gyu;Chung, Chae-Heon;Son, Mee-Kyoung
    • The Journal of Advanced Prosthodontics
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    • v.7 no.3
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    • pp.207-213
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    • 2015
  • PURPOSE. The purpose of this study was to examine the abutment screw stability of screw- and cement-retained implant-supported dental prosthesis (SCP) after simulated cement washout as well as the stability of SCP cements after complete loosening of abutment screws. MATERIALS AND METHODS. Thirty-six titanium CAD/CAM-made implant prostheses were fabricated on two implants placed in the resin models. Each prosthesis is a two-unit SCP: one screw-retained and the other cemented. After evaluating the passive fit of each prosthesis, all implant prostheses were randomly divided into 3 groups: screwed and cemented SCP (Control), screwed and non-cemented SCP (Group 1), unscrewed and cemented SCP (Group 2). Each prosthesis in Control and Group 1 was screwed and/or cemented, and the preloading reverse torque value (RTV) was evaluated. SCP in Group 2 was screwed and cemented, and then unscrewed (RTV=0) after the cement was set. After cyclic loading was applied, the postloading RTV was measured. RTV loss and decementation ratios were calculated for statistical analysis. RESULTS. There was no significant difference in RTV loss ratio between Control and Group 1 (P=.16). No decemented prosthesis was found among Control and Group 2. CONCLUSION. Within the limits of this in vitro study, the stabilities of SCP abutment screws and cement were not significantly changed after simulated cement washout or screw loosening.

Improving the CO2 Sequestration Capability and Mechanical Properties of CO2 Reactive Cement Paste Using pH Swing Method (pH Swing법을 활용한 이산화탄소 반응경화형 시멘트 경화체의 CO2 고정화 성능 및 기계적 물성 개선)

  • Cho, Seong-Min;Kim, Gyeong-Ryul;Bae, Sung-Chul
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.115-116
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    • 2023
  • This study aims to investigate and improve the carbon dioxide sequestration capability and the mechanical properties of non-hydraulic low calcium silicate cement especially designed for CO2 reaction and ordinary Portland cement subjected to the carbonation curing facilitating pH swing method. Nitric acid (HNO3) was utilized as an liquid for the mixing of cement paste to enhance the initial dissolution of Ca ions from the cements by promoting low pH environment and prevent the direct precipitation of Ca with the anion, owing to the high solubility of Ca(NO3)2 in water. The results presented that the higher the concentration of HNO3, the higher the compressive strength and CO2 sequestration (until 0.1 M). Ca dissolution caused by the harsh acid attack onto the anhydrous cement particle lead to the higher carbonation reaction degree, forming abundant CaCO3 crystals after the reaction. However, cement paste mixed with excessively high concentration of HNO3 presented deterioration due to the too harsh pH environment and abundant NO3- ions which are known to retard the reaction of cement.

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A BIOACTIVITY STUDY OF PORTLAND CEMENT MIXED WITH β-GLYCEROPHOSPHATE ON HUMAN PULP CELL (β-glycerophosphate 혼합시 인간 치수 세포에 대한 Portland cement의 생활성에 관한 연구)

  • Oh, Young-Hwan;Jang, Young-Joo;Cho, Yong-Bum
    • Restorative Dentistry and Endodontics
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    • v.34 no.5
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    • pp.415-423
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    • 2009
  • The purpose of this study is to investigate the response of human pulp cell on Portland cement mixed with $\beta$-glycerophosphate. To investigate the effect of $\beta$-glycerophosphate and/or dexamethasone on human pulp cell, ALP activity on various concentration of $\beta$-glycerophosphate and dexamethasone was measured and mineral nodule of human pulp cell was stained with Alizarin red S. MTS assay and ALP activity of human pulp cell on Portland cement mixed with various concentration of $\beta$-glycerophosphate (10 mM, 100mM, 1M) was measured and the specimens were examined under SEM. Addition of $\beta$-glycerophosphate or dexamethasone alone had no effect however, the addition of 5 mM $\beta$-glycerophosphate and 100 nM dexamethasone had the largest increasement in ALP activity. There was no toxicity in all samples and the data showed that Portland cement mixed with 10 mM $\beta$-glycerophosphate had more increase in ALP activity compared with control. In conclusion, Portland cement mixed with $\beta$-glycerophosphate has no toxicity and promotes differentiation and mineralization of pulp cell compared with additive-free Portland cement. This implicated that application of Portland cement mixed with $\beta$-glycerophosphate might form more reparative dentin and in turn it would bring direct pulp capping to success.