Journal
CEMENT & CONCRETE COMPOSITES
Volume 122, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2021.104158
Keywords
Foam concrete; Hydroxypropyl methylcellulose; Silica fume; Rheology; Extrudability; Buildability
Funding
- National Key RD Program [2018YFC0705800, 2017YFC0703700]
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This study investigated the effects of hydroxypropyl methylcellulose (HPMC) and silica fume (SF) doping on the stability, rheological properties, and printability of 3D printing foam concrete. The addition of HPMC and SF effectively reduced volume bleeding rate, stabilized foam, and increased wet density. The static yield stress, dynamic yield stress, and plastic viscosity of foam concrete increased continuously with higher dosages of HPMC and SF.SF significantly increased the static yield stress, while HPMC significantly affected the dynamic yield stress and plastic viscosity. The study proposed combining tan theta and stack height to evaluate buildability and provided suitable ranges for key parameters for printable foam concrete. The compressive strength of printed foam concrete reached high values in different directions.
Printability is a key parameter that affects the application of foam concrete to 3D printing. In this study, the hydroxypropyl methylcellulose (HPMC) and silica fume (SF) were doped into foam concrete as a viscosity modifier and thixotropic agent, and their effects on the stability, rheological properties, and printability of 3D printing foam concrete were investigated. Both HPMC and SF effectively reduced the volume bleeding rate of foam concrete, while HPMC was beneficial for stabilizing the foam, and SF increased the wet density of foam concrete. With the increase in the dosage of HPMC and SF and resting time, the static yield stress, dynamic yield stress, and plastic viscosity of foam concrete increased continuously. SF increased the static yield stress considerably, while HPMC affected the dynamic yield stress and plastic viscosity considerably. It is suggested to combine tan theta and stack height of the printed foam concrete together to evaluate the buildability of 3D printing foam concrete. The suitable ranges of static yield stress, dynamic yield stress and plastic viscosity for 3D printable foam concrete with a wet density from 1550 to 1850 kg/m3 are 1113-1658 Pa, 66.4-230.1 Pa, and 2.08-3.71 Pa s, respectively. The compressive strength of the 3D printed foam concrete with dry density of 1815 kg/m3 in the testing direction Z, Y, and X reached 19.9 MPa, 28.5 MPa and 24.6 MPa, respectively.
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