• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.63-70
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• 2000

In 1925, H.J. Joosten was the first in the world to use chemical injection grouts composed of sodium silicate and calcium chloride. This unique development prompted the introduction of other chemical grouting techniques. Among these chemical grouting techniques, sodium silicate based grout has been the most widely used in the world, but it has not been generally considered to be a permanent material. Therefore, studies to improve the weak points of sodium silicate based grout have been conducted, and new applications of grout were recently developed. We also developed the micro fine hybrid silicate grout of suspention type which properties are sepecialized as the high strength and durability, according to the reactant of special sodium silicate grout and the high strength hardener. As the results of this study we could derive the 2 times over high strength of Micro fine hybrid Silicate grouting method(MS method) more than that of the ordinary sodium silicate grout. And also we could confirm that the alkali leakage of micro fine hybrid silicate grout is less than that of ordinary sodium silicate grout. So we could get the high strength and durability of hybrid silicate grout are superior to those of ordinary sodium silicate grout.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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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).

• 한국세라믹학회지
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• 제45권1호
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• pp.54-59
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• 2008

Hydrated sodium silicate with 25 wt% water contents was synthesized by hydrothermal reaction using anhydrous sodium silicate. The hydrated sodium silicate was expanded at $370^{\circ}C$ for 30 min. and then pulverized, classified (- 200 mesh) and press-formed. The samples were heat treated at $400{\sim}900^{\circ}C$ for 30 min. in order to study the expansion characteristics depending on heat treatment temperature. A porous body with closed pore was formed above $600^{\circ}C$. The volume expansion ratio and the pore size were increased and the specific gravity was decreased with increasing heat treatment temperature. However, the volume expansion ratio was decreased and the specific gravity was increased above $850^{\circ}C$ due to the softening of the sodium silicate.

• 자원리싸이클링
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• 제16권5호
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• pp.31-35
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• 2007

본 연구에서는 소디움실리케이트로부터 실리카 솔의 형성과 성장에 관한 연구를 고찰하였다. 황산으로 소디움실리케이트 수용액을 산화시킬 때 실리카 함량은 2%가 적절하였으며, 수용액 내 나트륨 이온 제거 후 안정한 실리케이트 수용액을 얻기 위해서는 수용액 pH를 9 이상 유지하여야 한다. 소디움실리케이트와 실리케이트 수용액을 혼합하여 pH 10으로 유지하여 $80^{\circ}C$로 가열하여 10 nm 크기의 실리카 솔을 제조할 수 있었다. 또한 실리케이트 용액을 실리카 솔 용액에 첨가하여 실리카 솔을 50 nm로 성장시킬 수 있었다.

• 한국주조공학회지
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• 제23권5호
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• pp.235-243
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• 2003

The collapsibility of sodium silicate-bonded sands mixed with the L.D converter slag powder to form a hardener were investigated. Five to six percent sodium silicate on the basis of silica sand and 30-40% L.D converter slag powder on the basis of sodium silicate, were mixed and the compressive strength, surface stability index(SSI), bench time, retained strength of the standard sand specimens were measured. The properties were similar to those of general inorganic bonded self-setting molds. The compressive strength and surface stability index were increased and the retained strength and bench time were decreased with increased amount of the L.D converter slag powder. The retained strength of sodium silicate-bonded self-setting molds with the L.D converter slag powder were decreased than $CO_2$ sand molds. The collapsibility of sodium silicate-bonded self-setting molds with the L.D converter slag powder were superior in comparison with $CO_2$ sand molds. The L.D converter slag powder could be used as hardener and collapse agent for the sodium silicate-bonded self-setting molds.

• 한국세라믹학회지
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• 제45권12호
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• pp.845-850
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• 2008

Hydrated sodium silicate was synthesized by hydrothermal reaction using anhydrous sodium silicate. The optimum additions of water was 25wt% to make hydrated sodium silicate with homogeneous and purposed water contents. Porous ceramics with homogeneous microstructure and spherical closed pore can be fabricated by elimination of the large pores(a few mm in size) which was formed during first heat treatment through the decomposition of water. Spherical closed pore was formed above $600^{\circ}C$ and the pore size was increased with increasing second heat treatment temperature due to growth of pores. The size of spherical closed pore was varied from 35 to $233\;{\mu}m$ and specific gravity was varied from 0.2 to 1.02 depending on the combinations of the first and second heat treatment temperature.

• 헤리티지:역사와 과학
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• 제44권4호
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• pp.130-141
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• 2011

본 연구에서는 넓은 pH영역에서도 증점효과를 가지는 카보풀 수지 940, 934를 가지고 중화제(sodium meta silicate, triethylamine)별 겔을 제조하여 10% 과산화요소를 첨가하고, 이에 따른 표백효과를 알아보았다. 실험 결과 메타규산나트륨(sodium meta silicate) 1.6g을 첨가한 실험군에서 표백효과의 최적 조건인 pH 10을 충족시키고 있다. 또한 각군별 대조군 Baseline 색 변화량(${\Delta}E*ab$)과 시간별 색 변화량(${\Delta}E*ab$)을 비교해 보면 1군(카보풀 940, 메카규산나트륨, 과산화요소)은 CS-2에서 112%, CS-4는 63.3%, CS-6은 87.4%의 표백효율을 나타냈으며, 2군(카보풀 934, 메카규산나트륨, 과산화요소; CS-8, CS-10, CS-12)에서는 순서대로 77.3%, 67.3%, 109.%로 나타났다. 그리고 3군(카보풀 940, 트리에탄올아민, 과산화요소;CT-1, CT-3, CT-5)에서 36.8%, 73.2%, 74% 순으로, 4군(카보풀 934, 트리에탄올아민, 과산화요소; CT-6, CT-8, CT-10)에서는 81.7%, 95.4%, 95.7%의 표백효율을 보였다. 따라서 중화제 비율이 증가함에 따라 표백표율이 높아지는 것을 알 수 있었으며 메타규산나트륨을 중화제로 첨가한 것보다 트리에탄올을 중화제로 첨가한 것이 표백효율이 다소 높은 것을 알 수 있었다. 그러나 실험에 사용된 겔의 점도는 메타규산나트륨을 첨가한 군에서 점도가 트리에탄올아민을 첨가한 겔보다 높았다. 이는 유약이 시유된 경사진 도자기 표면에 표백겔이 흐르지 않고 부착되는 장점이 될 수 있다. 그러므로 10% 과산화요소 표백겔을 만들고자 할 때 메타규산 나트륨을 첨가하면 증점효과와 원하는 표백효과를 얻을 수 있을 것으로 판단된다.

• 한국세라믹학회지
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• 제31권5호
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• pp.538-542
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• 1994

The kinetics and mechanism on the hydration of granulated blastfurnace slag-sodium silicate systems were studied by ignition loss, unreacted slag determination, XRD, DTA and SEM(EDS). From this experiment the following results were obtained. The amount of slag reaction was increased with the content of sodium silicate and also C-S-H, C4AH13, and C2ASH8 were formed to be the main products up to 28 days of hydration. Sodium silicate was not only an activator for slag hydration but also a binder in the hydration. The amount of slag reaction activated by sodium silicate was a nearly same for Ca(OH)2 activated slag, but it was smaller one than that activated by NaOH. However there was no difference in hydration products.

• 한국세라믹학회지
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• 제13권1호
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• pp.20-24
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• 1976

These are many kinds of self-hardening methods for sand mold using sodium silicate. When sodium silicate solution is mixed with calcium-orthosilicate powder hardening reaction occurs, which is based for self-hardening method at high temperature. The high temperature strength and resicual strength of mold are related to the mole ratio of sodium silicate and the contents of calcium-orthosilicate powder. The results obtained in this study were as follows: 1) The high temperature strength of mold was maximum at about $600^{\circ}C$, and at higher temperature showed lower value on the contrary. 2) The high temperature strength of mold was increased by increasing the amount of sodium silicate having lower mole ratio and high concentration. 3) The residual strength of mold was reduced by increasing the mole ratio of sodium silicate and increasing the concentration of calcium-orthosilicate.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.529-534
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• 2009

This study had propose that a characteristic of recently developed Silicasol to make a close in this study, grouting material usually used portland cement and a characteristic is compared between Silicasol and sodium silicate in this study, examined strength and environmentally friendly for compare characteristics of sodium silicate and Silicasol through unconfined compressive strength, SEM analysis, Permeability test, Chemical Resistance test, leaching test etc. In the test, I gained that unconfined compressive strength of Silicasol three times promoted than sodium silicate Within 72 hours and I gined through analysis of SEM that Silicasol is more compactivetive than sodium silicate. In the result of test, it was found to be a environmentally friendly material as the toatal amount of eluviated elementary had small quantity.