Full Text:  <2706>

Summary:  <871>

CLC number: TU502

On-line Access: 2021-12-15

Received: 2020-11-24

Revision Accepted: 2021-03-26

Crosschecked: 2021-11-18

Cited: 0

Clicked: 3893

Citations:  Bibtex RefMan EndNote GB/T7714

 ORCID:

Ru Wang

https://orcid.org/0000-0002-0121-0144

-   Go to

Article info.
Open peer comments

Journal of Zhejiang University SCIENCE A

Accepted manuscript available online (unedited version)


Performance development of styrene-butadiene copolymer-modified calcium sulfoaluminate cement mortar under different curing conditions


Author(s):  Ru Wang, Yu-sheng Fan, Zhao-jia Wang, Tian-yong Huang, Tao Zhang

Affiliation(s):  Key Laboratory of Advanced Civil Engineering Materials (Tongji University), Ministry of Education, Shanghai 201804, China; more

Corresponding email(s):  ruwang@tongji.edu.cn

Key Words:  Calcium sulfoaluminate (CSA) cement; Styrene-butadiene copolymer (SB) dispersion; Mortar; Properties; Curing temperature; Relative humidity (RH)


Share this article to: More <<< Previous Paper|

Ru Wang, Yu-sheng Fan, Zhao-jia Wang, Tian-yong Huang, Tao Zhang. Performance development of styrene-butadiene copolymer-modified calcium sulfoaluminate cement mortar under different curing conditions[J]. Journal of Zhejiang University Science A,in press.Frontiers of Information Technology & Electronic Engineering,in press.https://doi.org/10.1631/jzus.A2000526

@article{title="Performance development of styrene-butadiene copolymer-modified calcium sulfoaluminate cement mortar under different curing conditions",
author="Ru Wang, Yu-sheng Fan, Zhao-jia Wang, Tian-yong Huang, Tao Zhang",
journal="Journal of Zhejiang University Science A",
year="in press",
publisher="Zhejiang University Press & Springer",
doi="https://doi.org/10.1631/jzus.A2000526"
}

%0 Journal Article
%T Performance development of styrene-butadiene copolymer-modified calcium sulfoaluminate cement mortar under different curing conditions
%A Ru Wang
%A Yu-sheng Fan
%A Zhao-jia Wang
%A Tian-yong Huang
%A Tao Zhang
%J Journal of Zhejiang University SCIENCE A
%P 1005-1026
%@ 1673-565X
%D in press
%I Zhejiang University Press & Springer
doi="https://doi.org/10.1631/jzus.A2000526"

TY - JOUR
T1 - Performance development of styrene-butadiene copolymer-modified calcium sulfoaluminate cement mortar under different curing conditions
A1 - Ru Wang
A1 - Yu-sheng Fan
A1 - Zhao-jia Wang
A1 - Tian-yong Huang
A1 - Tao Zhang
J0 - Journal of Zhejiang University Science A
SP - 1005
EP - 1026
%@ 1673-565X
Y1 - in press
PB - Zhejiang University Press & Springer
ER -
doi="https://doi.org/10.1631/jzus.A2000526"


Abstract: 
The purpose of this study was to investigate the change in the physical and mechanical properties of styrene-butadiene copolymer (SB) dispersion-modified calcium sulfoaluminate (CSA) cement mortar as it aged from 28 to 360 d, and cured at different temperatures and relative humidities. The results show that the mechanical properties of reference mortar (RM) of CSA cement, including its flexural, compressive, and tensile bond strength, showed a reduction after a certain time, but its water capillary absorption was hardly affected by age. When SB dispersion was added, there was no reduction in mechanical strength. The amount of SB added did matter. Addition of 5% SB had a negative effect on most properties compared with RM, except for tensile bond strength. However, the properties of SB-modified mortar (SBMM) were enhanced significantly as the amount of SB was increased from 5% to 20%. Temperature change had different effects on the properties of RM and SBMM. High temperature was beneficial to early flexural and compressive strength development of RM, but caused serious strength reduction at later stages. High temperature enhanced the development of tensile bond strength of RM. Increasing temperature enhanced properties of SBMM, including flexural, compressive, and tensile bond strength. Higher relative humidity improved all measured properties of all mortars. Scanning electron microscope (SEM) observations of the morphology of RM and SBMM at 360 d cured under different conditions accounted well for the changes in mechanical properties.

不同养护条件下丁苯共聚物改性硫铝酸盐水泥砂浆的性能发展

目的:研究丁苯共聚物改性硫铝酸盐水泥砂浆在不同温湿度下360天内物理力学性能的发展规律.
创新点:1. 发现丁苯共聚物可以抑制硫铝酸盐水泥砂浆后期强度倒缩;2. 理清了温度和湿度对对比砂浆和改性砂浆性能的影响规律.
方法:采用不同温湿度条件的控制、物理力学性能测试和扫描电子显微分析等方法进行研究.
结论:1. 从28天到360天,对比砂浆力学性能(包括抗折强度、抗压强度和拉伸粘结强度)先随龄期的延长而增长,但到一定龄期后会出现倒缩,而毛细孔吸水率几乎不受龄期影响.2. 丁苯共聚物的加入可以有效抑制硫铝酸盐水泥砂浆强度倒缩、降低毛细孔吸水率,而且当丁苯共聚物掺量达到10%及以上时砂浆性能得到显著改善.3. 温度对对比砂浆和改性砂浆的影响规律不同;高温有利于砂浆早期强度的发展,但也会引起对比砂浆后期更严重的抗折和抗压强度倒缩.4. 高湿有利于砂浆性能的发展.5. 扫描电子显微分析的结果很好地解释了物理力学性能的变化.

关键词组:硫铝酸盐水泥;丁苯共聚物;砂浆;性能;温度;湿度

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1]Aboelkheir M, Siqueira CYS, Souza Jr FG, et al., 2018. Influence of styrene-butadiene co-polymer on the hydration kinetics of SBR-modified well cement slurries. Macromolecular Symposia, 380(1):1800131.

[2]Ali MB, Saidur R, Hossain MS, 2011. A review on emission analysis in cement industries. Renewable and Sustainable Energy Reviews, 15(5):2252-2261.

[3]Assaad JJ, 2018. Development and use of polymer-modified cement for adhesive and repair applications. Construction and Building Materials, 163:139-148.

[4]ASTM (American Society for Testing and Materials), 2002. Standard Practice for Maintaining Constant Relative Humidity by Means of Aqueous Solutions, ASTM E104-02. ASTM International, USA.

[5]Barbarulo R, Peycelon H, Prené S, et al., 2005. Delayed ettringite formation symptoms on mortars induced by high temperature due to cement heat of hydration or late thermal cycle. Cement and Concrete Research, 35(1):125-131.

[6]Beeldens A, van Gemert D, Schorn H, et al., 2005. From microstructure to macrostructure: an integrated model of structure formation in polymer-modified concrete. Materials and Structures, 38(6):601-607.

[7]Berger S, Coumes CCD, le Bescop P, et al., 2011. Influence of a thermal cycle at early age on the hydration of calcium sulphoaluminate cements with variable gypsum contents. Cement and Concrete Research, 41(2):149-160.

[8]Cai GC, Zhao J, 2016. Application of sulphoaluminate cement to repair deteriorated concrete members in chloride ion rich environment–a basic experimental investigation of durability properties. KSCE Journal of Civil Engineering, 20(7):2832-2841.

[9]Cao QY, Sun W, Guo LP, et al., 2012. Polymer-modified concrete with improved flexural toughness and mechanism analysis. Journal of Wuhan University of Technology-Materials Science Edition, 27(3):597-601.

[10]Cao QY, Hao TY, Sun W, 2013. Study on polymer-modified concrete for improving flexural toughness. Applied Mechanics and Materials, 405-408:2815-2819.

[11]CBMC (China Building Material Council), 2005. Cementitious Self-leveling Floor Mortar, JC/T 985-2005. National Development and Reform Commission, Beijing, China (in Chinese).

[12]Chung DDL, 2004. Use of polymers for cement-based structural materials. Journal of Materials Science, 39(9):2973-2978.

[13]Eren F, Gödek E, Keskinateş M, et al., 2017. Effects of latex modification on fresh state consistency, short term strength and long term transport properties of cement mortars. Construction and Building Materials, 133:226-233.

[14]GAQSIQ (General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China), 2005. Test Method for Fluidity of Cement Mortar, GB/T 2419-2005. Standardization Administration of the People’s Republic of China, Beijing, China (in Chinese).

[15]Glasser FP, Zhang L, 2001. High-performance cement matrices based on calcium sulfoaluminate–belite compositions. Cement and Concrete Research, 31(12):1881-1886.

[16]Han DD, Chen WD, Zhong SY, 2018. Physical retardation mechanism of latex polymer on the early hydration of cement. Advances in Cement Research, 30(3):113-122.

[17]ISO (International Organization for Standardization), 2002. Hygrothermal Performance of Building Materials and Products—Determination of Water Absorption Coefficient by Partial Immersion, ISO 15148-2002. ISO, Geneva, Switzerland.

[18]ISO (International Organization for Standardization), 2009. Cement—Test Methods—Determination of Strength, ISO 679-2009. ISO, Geneva, Switzerland.

[19]Juenger MCG, Winnefeld F, Provis JL, et al., 2011. Advances in alternative cementitious binders. Cement and Concrete Research, 41(12):1232-1243.

[20]Kim MO, 2020. Influence of polymer types on the mechanical properties of polymer-modified cement mortars. Applied Sciences, 10(3):1061.

[21]Li L, Wang R, 2021. Early hydration of CSA cement modified with styrene–butadiene copolymer dispersion. Advances in Cement Research, 33(1):14-27.

[22]Li L, Wang R, Lu QY, 2018. Influence of polymer latex on the setting time, mechanical properties and durability of calcium sulfoaluminate cement mortar. Construction and Building Materials, 169:911-922.

[23]Li L, Wang R, Zhang SK, 2019. Effect of curing temperature and relative humidity on the hydrates and porosity of calcium sulfoaluminate cement. Construction and Building Materials, 213:627-636.

[24]Li L, Peng Y, Wang R, et al., 2020. The effect of polymer dispersions on the early hydration of calcium sulfoaluminate cement. Journal of Thermal Analysis and Calorimetry, 139(1):319-331.

[25]Liao YS, Wei XS, Li GW, 2011. Early hydration of calcium sulfoaluminate cement through electrical resistivity measurement and microstructure investigations. Construction and Building Materials, 25(4):1572-1579.

[26]Liu J, Xu CW, Zhu XY, et al., 2003. Modification of high performances of polymer cement concrete. Journal of Wuhan University of Technology-Materials Science Edition, 18(1):61-64.

[27]Lu LC, Lu ZY, Liu SQ, et al., 2009. Durability of alite-calcium barium sulphoaluminate cement. Journal of Wuhan University of Technology-Materials Science Edition, 24(6):982-985.

[28]Mehta PK, 1972. Stability of ettringite on heating. Journal of the American Ceramic Society, 55(1):55-57.

[29]Moradi SST, Nikiolaev NI, Leusheva EL, 2018. Improvement of cement properties using a single multi-functional polymer. International Journal of Engineering, 31(1):181-187.

[30]Nishikawa T, Suzuki K, Ito S, 1992. Decomposition of synthesized ettringite by carbonation. Cement and Concrete Research, 22(1):6-14.

[31]Peng JH, Zhang JX, Qu JD, 2006. The mechanism of the formation and transformation of ettringite. Journal of Wuhan University of Technology-Materials Science Edition, 21(3):158-161.

[32]Poon CS, Groves GW, 1987. The effect of latex on macrodefect-free cement. Journal of Materials Science, 22(6):2148-2152.

[33]Qian XQ, Zhan SL, 2002. Enhancement of durability of glass fiber-reinforced cement with PVA. Journal of Zhejiang University-SCIENCE, 3(2):181-187.

[34]Qiu GH, Xu Y, Shi ZL, et al., 2010. Feasibility analysis on utilization of coal gangue as clay for cement. Journal of Zhejiang University (Engineering Science), 44(5):1003-1008 (in Chinese).

[35]Ramli M, Tabassi AA, Hoe KW, 2013. Porosity, pore structure and water absorption of polymer-modified mortars: an experimental study under different curing conditions. Composites Part B: Engineering, 55:221-233.

[36]Sharp JH, Lawrence CD, Yang R, 1999. Calcium sulfoaluminate cements—low-energy cements, special cements or what? Advances in Cement Research, 11(1):3-13.

[37]Shi C, Zou XW, Yang L, et al., 2020. Influence of humidity on the mechanical properties of polymer-modified cement-based repair materials. Construction and Building Materials, 261:119928.

[38]Shi HS, Deng K, Yuan F, et al., 2009. Preparation of the saving-energy sulphoaluminate cement using MSWI fly ash. Journal of Hazardous Materials, 169(1-3):551-555.

[39]Singh M, Kapur PC, Pradip, 2008. Preparation of calcium sulphoaluminate cement using fertiliser plant wastes. Journal of Hazardous Materials, 157(1):106-113.

[40]Tan B, Okoronkwo MU, Kumar A, et al., 2020. Durability of calcium sulfoaluminate cement concrete. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 21(2):118-128.

[41]Wang M, Wang RM, Zheng SR, et al., 2015. Research on the chemical mechanism in the polyacrylate latex modified cement system. Cement and Concrete Research, 76:62-69.

[42]Wang MJ, Li HD, Zeng Q, et al., 2020. Effects of nanoclay addition on the permeability and mechanical properties of ultra high toughness cementitious composites. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 21(12):992-1007.

[43]Wang PM, Li N, Xu LL, 2017. Hydration evolution and compressive strength of calcium sulphoaluminate cement constantly cured over the temperature range of 0 to 80 °C. Cement and Concrete Research, 100:203-213.

[44]Wang R, Li J, Zhang T, et al., 2016. Chemical interaction between polymer and cement in polymer-cement concrete. Bulletin of the Polish Academy of Sciences Technical Sciences, 64(4):785-792.

[45]Wang R, Li L, Xu YD, 2019. Influence of curing regimes on the mechanical properties, water capillary adsorption, and microstructure of CSA cement mortar modified with styrene-butadiene copolymer dispersion. Journal of Materials in Civil Engineering, 31(1):04018344.

[46]Wang XB, Pan ZH, Shen XD, et al., 2016. Stability and decomposition mechanism of ettringite in presence of ammonium sulfate solution. Construction and Building Materials, 124:786-793.

[47]Winnefeld F, Lothenbach B, 2010. Hydration of calcium sulfoaluminate cements—experimental findings and thermodynamic modelling. Cement and Concrete Research, 40(8):1239-1247.

[48]Xu F, Zhou MK, Li BX, et al., 2010. Influences of polypropylene fiber and SBR polymer latex on abrasion resistance of cement mortar. Journal of Wuhan University of Technology-Materials Science Edition, 25(4):624-627.

[49]Yang ZX, Shi XM, Creighton AT, et al., 2009. Effect of styrene–butadiene rubber latex on the chloride permeability and microstructure of Portland cement mortar. Construction and Building Materials, 23(6):2283-2290.

[50]Zhang DC, Xu DY, Cheng X, et al., 2009. Carbonation resistance of sulphoaluminate cement-based high performance concrete. Journal of Wuhan University of Technology-Materials Science Edition, 24(4):663-666.

[51]Zhang L, Glasser FP, 2002. Hydration of calcium sulfoaluminate cement at less than 24 h. Advances in Cement Research, 14(4):141-155.

[52]Zhong SY, Chen ZY, 2002. Properties of latex blends and its modified cement mortars. Cement and Concrete Research, 32(10):1515-1524.

Open peer comments: Debate/Discuss/Question/Opinion

<1>

Please provide your name, email address and a comment





Journal of Zhejiang University-SCIENCE, 38 Zheda Road, Hangzhou 310027, China
Tel: +86-571-87952783; E-mail: cjzhang@zju.edu.cn
Copyright © 2000 - 2024 Journal of Zhejiang University-SCIENCE