A production process of active powder concrete sound barrier structural components
A technology of active powder and production process, which is applied in the direction of manufacturing tools, ceramic molding machines, etc., and can solve the problems that restrict the large-scale production and application of active powder concrete sound barriers
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Embodiment 1
[0116] A reactive powder concrete sound barrier structural member is divided into prestressed rib columns and a back plate.
[0117] This process is used to form a 90mm×180mm×2950mm prestressed rib column as an example.
[0118] The active powder concrete has a compressive strength of 160MPa, a flexural strength of 22MPa, a modulus of elasticity of 48GPa, a water-binder ratio of not more than 0.2, and a slump of 160-180mm. The trial mix ratio is 670 kg of ordinary silicon 42.5 cement; i o 2 194 kg of admixture with an average particle size of 0.31 μm and a maximum particle size of 0.5 μm; 1,210 kg of quartz sand with a particle size of 0.16-1.25 mm; 55 kg of admixture; 135 kg of water; steel with a diameter of 0.16-0.3 mm Fiber 175 kg.
[0119] The prestressed reinforcement adopts φ7 steel wire with a tensile strength of 1670MPa, and its quality meets the requirements of "Steel Wire for Prestressed Concrete" (GB / T5223-2002).
[0120] The rib column mold adopts a steel mold...
Embodiment 2
[0131] An active powder concrete sound barrier structural member is divided into a rib column and a back plate.
[0132] Use this process to form 80mm×120mm×2950mm rib column as an example.
[0133]The active powder concrete has a compressive strength of 160MPa, a flexural strength of 22MPa, a modulus of elasticity of 48GPa, a water-binder ratio of not more than 0.2, and a slump of 160-180mm. The trial mix ratio is 670 kg of ordinary silicon 42.5 cement; i o 2 194 kg of admixture with an average particle size of 0.31 μm and a maximum particle size of 0.5 μm; 1,210 kg of quartz sand with a particle size of 0.16-1.25 mm; 55 kg of admixture; 135 kg of water; steel with a diameter of 0.16-0.3 mm Fiber 175 kg.
[0134] The structural reinforcement adopts HPB300φ6, and its quality conforms to "Steel for Reinforced Concrete-Part 1: Hot-rolled Smooth Round Reinforcing Bar" (GB1499.1-2007).
[0135] The stressed steel bar adopts HRB400φ16, and its quality conforms to "Steel for Rei...
Embodiment 3
[0146] An active powder concrete sound barrier structural member is divided into a rib column and a back plate.
[0147] Using this process to form a 994mm × 500mm × 25mm back panel with a reinforced mesh as an example.
[0148] The active powder concrete has a compressive strength of 130MPa, a flexural strength of 16MPa, a modulus of elasticity of 46GPa, a water-binder ratio of not more than 0.2, and a slump of 160-180mm. The trial mix ratio is 601 kg of ordinary silicon 42.5 cement; i o 2 167 kg of admixture with an average particle size of 0.31 μm and a maximum particle size of 0.5 μm; 1345 kg of quartz sand with a particle size of 0.16-1.25 mm; 50 kg of admixture; 121 kg of water; steel with a diameter of 0.16-0.3 mm Fiber 109 kg.
[0149] The steel mesh reinforcement adopts HPB300φ6, and the quality conforms to "Steel for Reinforced Concrete - Part 1: Hot Rolled Smooth Round Steel Bar" (GB1499.1-2007).
[0150] The back plate mold adopts a steel mold, which has suffic...
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