Self-compacting fiber reinforcement active powder concrete and method for making same
A fiber-reinforced, active powder technology, used in climate sustainability, sustainable waste treatment, solid waste management, etc., can solve problems such as materials prone to defects and performance degradation of concrete structures, and achieve improved strength, increased toughness, and wide The effect of the application foreground
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Embodiment 1— Embodiment 4
[0032] Example 1 - Example 4: Steel fiber reinforced self-compacting RPC. See Table 1 for raw materials and specifications, and Table 2 and Table 3 for material ratios and properties.
[0033] Table 1 Raw materials and specifications
[0034] Material Specification or grade source cement PO 42.5 ordinary Portland cement Shanghai Seal Cement Group Silica fume EM920U Elkem International Trading Shanghai Co., Ltd. Quartz powder 300 mesh Anhui Fengyang Fengcheng Powder Material Co., Ltd. Quartz sand 40~70 mesh Anhui Fengyang Fengcheng Powder Material Co., Ltd. Superplasticizer
[0035] Table 2 The ratio of steel fiber reinforced self-compacting RPC of the present invention and comparative examples
[0036]
[0037] Note: The amount of superplasticizer is the mass fraction of the cementitious material, where the cementitious material is the sum of cement and silica fume; the amount of steel fiber is the volumetric amount.
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Embodiment 5— Embodiment 8
[0041] Example 5 - Example 8: Polypropylene fiber reinforced self-compacting RPC. See Table 1 for raw materials and specifications, and Table 4 for material ratios and properties.
[0042] Table 4 Polypropylene fiber reinforced self-compacting RPC of the present invention and comparative examples
[0043]
[0044] Note: The amount of superplasticizer is the mass fraction of the cementitious material, where the cementitious material is the sum of cement and silica fume; the fiber content is the volume content.
[0045] Table 5 The main properties of polypropylene fiber reinforced self-compacting RPC of the present invention and comparison with ordinary RPC
[0046] Steel fiber content (%)
7 days against stress
(MPa) 7 days anti-bending
(MPa) fold ratio
28 days anti-stress
(MPa) 28 bending resistance
(MPa) fold ratio
comparative example 70.5 11.0 6.4 102.3 14.7 7.0 Example 5 65.8 11.6 5.7 83.7 13.2 6.3 Exampl...
Embodiment 9— Embodiment 12
[0049] Example 9-Example 12: Steel fiber, polypropylene fiber hybrid reinforced self-compacting RPC. See Table 1 for raw materials and specifications, see Table 6 and Table 7 for material ratio and performance.
[0050] Table 6 Hybrid fiber reinforced self-compacting RPC of the present invention and comparative examples
[0051]
[0052] Note: The amount of superplasticizer is the mass fraction of the cementitious material, where the cementitious material is cement and silica fume; the fiber content is the volume content.
[0053] Table 7 Main properties of hybrid fiber reinforced self-compacting RPC of the present invention and comparison with ordinary RPC
[0054] Steel fiber content (%)
[0055] It can be seen from Table 6 and Table 7 that when the fixed steel fiber content is 1.5%, the 7-day flexural strength of concrete increases with the increase of the polypropylene fiber content; for the 28-day performance, the polypropylene content is 0.05 ~0.2% is opti...
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