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A platform for research: civil engineering, architecture and urbanism
Cement-based composite material and preparation method thereof
The invention provides a cement-based composite material and a preparation method thereof, and relates to the technical field of building materials, the cement-based composite material comprises the following raw materials by mass: 0.83-4.17% of recycled glass fiber reinforced plastic powder, 8.33% of silica fume, 29.17-32.50% of cement, 41.67% of quartz sand, and 16.67% of water. The cement-based composite material has better compressive strength, the 90-day compressive strength exceeds 60 MPa, the glass fiber reinforced plastic and the silica fume waste are fully utilized, and the carbon emission is effectively reduced.
本发明提供了一种水泥基复合材料及其制备方法，涉及建筑材料技术领域，所述水泥基复合材料，按照质量百分比计由以下原料组成：0.83～4.17％回收玻璃纤维增强塑料粉末，8.33％硅灰，29.17～32.50％水泥，41.67％石英砂，16.67％水。本发明中的水泥基复合材料具有更好的抗压强度，90天抗压强度超过60MPa，并且还充分利用了玻璃纤维增强塑料和硅灰废弃物，有效降低了碳排放量。
Cement-based composite material and preparation method thereof
The invention provides a cement-based composite material and a preparation method thereof, and relates to the technical field of building materials, the cement-based composite material comprises the following raw materials by mass: 0.83-4.17% of recycled glass fiber reinforced plastic powder, 8.33% of silica fume, 29.17-32.50% of cement, 41.67% of quartz sand, and 16.67% of water. The cement-based composite material has better compressive strength, the 90-day compressive strength exceeds 60 MPa, the glass fiber reinforced plastic and the silica fume waste are fully utilized, and the carbon emission is effectively reduced.
本发明提供了一种水泥基复合材料及其制备方法，涉及建筑材料技术领域，所述水泥基复合材料，按照质量百分比计由以下原料组成：0.83～4.17％回收玻璃纤维增强塑料粉末，8.33％硅灰，29.17～32.50％水泥，41.67％石英砂，16.67％水。本发明中的水泥基复合材料具有更好的抗压强度，90天抗压强度超过60MPa，并且还充分利用了玻璃纤维增强塑料和硅灰废弃物，有效降低了碳排放量。
Cement-based composite material and preparation method thereof
一种水泥基复合材料及其制备方法
XIN QIN (author) / LI ZEHAN (author) / LU SHIXIONG (author)
2024-05-28
Patent
Electronic Resource
Chinese
IPC:
C04B
Kalk
,
LIME
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