TY - JOUR
T1 - Characterisation and control of cementitious mixes with colour pigment admixtures
AU - Heerah, Mehreen Z.
AU - Galobardes, Isaac
AU - Dawson, Graham
N1 - Funding Information:
The authors would like to thank both the Department of Civil Engineering laboratory and the Department of Chemistry laboratory at Xi’an Jiaotong Liverpool University. Besides, the third author would like to thank the Jiangsu Provincial Department of Education and Xi’an Jiaotong-Liverpool University for her Talent Selection Programme scholarship. This work was supported by National Natural Science Foundation of China (Grant No. 21650110446 ).
Funding Information:
The authors would like to thank both the Department of Civil Engineering laboratory and the Department of Chemistry laboratory at Xi'an Jiaotong Liverpool University. Besides, the third author would like to thank the Jiangsu Provincial Department of Education and Xi'an Jiaotong-Liverpool University for her Talent Selection Programme scholarship.
Publisher Copyright:
© 2021
PY - 2021/12
Y1 - 2021/12
N2 - Cement is the most widely used and adaptable material in the construction industry due to its numerous good properties. On the other hand, it contributes to the emission of carbon dioxide and has a dull grey appearance. To remedy this, a new type of cementitious product is now being researched: architectural concrete. One way to improve the aesthetics of cementitious products is to incorporate colour pigment admixtures. The addition of admixtures, such as pigments might affect the mix properties. Therefore, the double aim of this study is (1) to characterise pigmented mortar in terms of physical, chemical and mechanical properties to assess how different types of pigment affect their properties, and (2) to propose a method to control the performance of these mixes adapting the maturity method. Then, samples were produced with three different pigments: red (iron (III) oxide), blue (cobaltous aluminate) and green (chromium (III) oxide) considering four different percentage: 0, 1, 5 and 10 % and two types of cement, CEM I-42.5 N and CEM II/A-M(S-V)-42.5 N. The characterisation used in this study allowed spotting major problems, which were not observed previously in the literature, with the usage of green pigment. Making the characterization of mixes an essential requirement before its final use in construction. Finally, the study proposed an equation which is more versatile than Plowman's equation that enables estimating the compressive strength of both reference and pigmented mixes.
AB - Cement is the most widely used and adaptable material in the construction industry due to its numerous good properties. On the other hand, it contributes to the emission of carbon dioxide and has a dull grey appearance. To remedy this, a new type of cementitious product is now being researched: architectural concrete. One way to improve the aesthetics of cementitious products is to incorporate colour pigment admixtures. The addition of admixtures, such as pigments might affect the mix properties. Therefore, the double aim of this study is (1) to characterise pigmented mortar in terms of physical, chemical and mechanical properties to assess how different types of pigment affect their properties, and (2) to propose a method to control the performance of these mixes adapting the maturity method. Then, samples were produced with three different pigments: red (iron (III) oxide), blue (cobaltous aluminate) and green (chromium (III) oxide) considering four different percentage: 0, 1, 5 and 10 % and two types of cement, CEM I-42.5 N and CEM II/A-M(S-V)-42.5 N. The characterisation used in this study allowed spotting major problems, which were not observed previously in the literature, with the usage of green pigment. Making the characterization of mixes an essential requirement before its final use in construction. Finally, the study proposed an equation which is more versatile than Plowman's equation that enables estimating the compressive strength of both reference and pigmented mixes.
KW - Cement mortar
KW - Compressive strength
KW - Evolution of temperature
KW - Maturity method
KW - Pigments
KW - SEM
KW - XRD
UR - http://www.scopus.com/inward/record.url?scp=85106325731&partnerID=8YFLogxK
U2 - 10.1016/j.cscm.2021.e00571
DO - 10.1016/j.cscm.2021.e00571
M3 - Article
AN - SCOPUS:85106325731
SN - 2214-5095
VL - 15
JO - Case Studies in Construction Materials
JF - Case Studies in Construction Materials
M1 - e00571
ER -