DOI QR코드

DOI QR Code

Synthesis and Application of Melamine-Type Superplasticizer at the Different Synthetic Conditions

멜라민계 고유동화제의 다양한 조건에서의 합성 및 응용

  • Yoon Sung-Won (Dept. of Fine Chemical Eng. And Chemistry, Chungnam National Univ.) ;
  • Shin Kyoung-Ho (Sinil Chemical Co., Ltd) ;
  • Rho Jae-Seong (Dept. of Fine Chemical Eng. And Chemistry, Chungnam National Univ.)
  • Published : 2005.10.01

Abstract

It is well known that the fluidity and the fluidity loss of fresh concrete are affected by the kind of organic admixtures. Organic admixture can improve the properties of concrete. Sulfonated Naphthalene-Formaldehyde(SNF) Superplasticizer is used representatively, but has a problem in fluidity loss. In this study, we synthesized the Sulfonated Melamine-Formaldehyde(SMF) superplasticizer at the various synthetic conditions and compared the physical properties with SMF superplasticizer. SW superplasticizer is synthesized with four synthetic steps. Step 1 is hydroxymethylation, Step. 2 is Sulfonation, Step. 3 is Polymerization and Step. 4 is Stabilization. Synthesis of SMF superplasticizer depends on pH, temperature and reaction time. In this reaction, we changed the mole ratio of melamine to formaldehyde at 1:3, 1:4, and the amount of acid catalyst at Step. 3. After application of SMF superplasticizer and its mixture with SNF superplasticizer to cement pastes and mortars, we measured the physical properties of them at the different dosages(0.5, 1.0, 1.5 wt%) to cement. All samples including superplasticizer showed higher compressive strengths and slump, smaller pore size and porosity than CEM

플래쉬 콘크리트의 유동성 및 유동성 감소는 유기 화학혼화제의 종류에 영향을 받는다는 것은 잘 알려져 있다. 유기화학 혼화제는 콘크리트의 물성을 증가시킬 수 있다. 술포네이트 나프탈렌 포름알데하이드(SNF, Sulfonated Naphthalene-Formaldehyde) 고유동화제(superplasticizer)가 대표적으로 많이 사용되고 있으나, 유동성 감소의 문제점이 있다. 본 연구에서는 술포네이트 멜라민 포름알데하이드(SFM, Sulfonated Melamine-Formaldehyde) 고유동화제를 합성하여 SNF 고유동화제의 물리적 특성을 보완하고자 한다. SNF계 고유동화제를 4단계로 나누어 반응을 진행하였고, Step.1은 hyydroxymethylation 단계이고, Step.2는 sulfonation단계이고, Step.3은 중합단계이고, Step.4는 안정화 단계이다. SMF 고유동화제의 합성은 pH, 반응온도 및 반응시간에 영향을 받는다 본 합성에서 우리는 멜라민과 포름알데하이드의 몰비를 1:3, 1:4로 변화시키고, Step. 3에서 촉매의 양을 조절하면서 반응을 진행하였다. 그리고, SMF 고유동화제 및 SNF계 고유동화제와 혼합한 시료에 대해서 시멘트 대비 0.5, 1.0, 1.5wt% 첨가하여 물리적 특성을 비교하였다. 고유동화제를 첨가한 시료는 첨가하지 않은 시료 CEM보다 높은 압축강도, 슬럼프 값을 나타내었고, 미세한 기공과 낮은 기공율을 보였다.

Keywords

References

  1. V. S. Ramachandran, Concrete Admixtures Handbook, Noyes Publications, 1984, pp.211-213
  2. 변근주, 혼화재료, 한국레미콘공업협회, 1988,pp.13-15
  3. S. Chandra and J. Bjornstrom 'Influence of cement and superplasticizers type and dosage on the fluidity of cement mortars', Cement and Concrete Research, Vol.32, '2002, pp.1605-1611 https://doi.org/10.1016/S0008-8846(02)00839-6
  4. 김화중,강인규,김성훈,황재현,'나프탈렌계 고성능감 수제의 합성 및 그들의 시멘트와의 상호작용', 콘크리트학회 논문집 Vol.5 No.2,1993,pp.121-126
  5. 김화중,강인규,김성훈,김우성,권영도 '카르본산계 고성능 감수제의 제조 및 그들의 흡착성(I),' 콘크리트학회 논문집, Vol.7 No.2,1995,pp.175-181
  6. V. M. Mahotra, The effect of naphthalene sulfonate type and polycarboxylate type superplasticizers on the fluidity of belite-rich cement', Proceedings cf the Sixth CANMET/ACI International Conference on Superplasticizers and Chemical Admixtures in concrete, Nice France, Oct, 2000, pp.201-210
  7. 한천구,'최신 유동화 콘크리트의 개요 및 전망',콘크리트학회 논문집 Vol.13,No.3, 2001,pp.26-31
  8. 노재성,조헌영,홍성수,'시멘트 콘크리트 혼화제용 계면활성제의 연구동향과 과제' Chemical Industry and Technology, Vol.12 No.5, 1992, pp.112-113
  9. V. M. Malhotra, Developments in the use cf superpasticizer, American Concrete Inst., Publication SF-68, Detroit, Michigan, U.S.A, 1981, pp.301 -316
  10. M. Collepardi, M. Corradi and M. Valente, Influene of polymerization of sulfonated naphthaleformaldehyde condensates and its interaction with cement, American Concrete Inst., Publication SP-68, Detroit, Michigan, U.S.A, 1981, pp.180-197
  11. S. M. Lahalih and M Absi-Halabl, A process for the synthesis cf highly stable sulfonated melamineformaldehyde condensates as superplasticizing admixtures in concrete, U.S Patent No.4, 677, 159 1987, pp.2-8
  12. M. Dupuis and S. Laprairie, Porcesses for manufacture of sulfonated melamine-farmaldehyde resins, U. S. Patent No .5,424,390, 1995, pp.2-7
  13. S. M. Lalhlih and M. Absi-Halabi, 'Effect of polymerization conditions of sulfonated-melamine formaldehyde superplasticizers on concrete', Cement and Concrete Research, Vol.18, 1988, pp.513-531 https://doi.org/10.1016/0008-8846(88)90044-0
  14. Perenchio W. F., Whiting, D. A, and Kantro, D. L., 'Water reducer, slump loss and entrained air void systems as influenced by superplasticizers', Proc 1st Int'l.Symp. Superplastizers in Concrete, CANMET, Ottawa, Canada: Amer. Conc.Inst. SP-62, 1979, pp.137-155
  15. K. Koeda, Production of aqueous solution of water-reducing agent', J Chem. Soc, Japan, Pure Chem. Soc., Vol.75, 1954, pp.571-580
  16. S. Chandra and J. Biomstrom, 'Influence of superplasticizer type and dosage on the slump loss of portland cenent mortars-Part I', Cement and Concrete Research, Vol.32, 2002, pp.1605-1611 https://doi.org/10.1016/S0008-8846(02)00839-6
  17. S. Chandra and J. Biornstrom, 'Influence of superplasticizer type and dosage on the slump loss of portland cenent mortars-Part II', Cement and Concrete Research, Vol.32, 2002, pp.1613-1619 https://doi.org/10.1016/S0008-8846(02)00838-4

Cited by

  1. Basic Properties of Alkali-activated Mortar With Additive's Ratio and Type of Superplasticizer vol.3, pp.1, 2015, https://doi.org/10.14190/JRCR.2015.3.1.050