Ultra-high-performance cement-based bridge deck slab poured with ultra-high-performance cement-based composite materials
An ultra-high-performance, composite material technology, applied in bridge materials, bridges, buildings, etc., can solve the problems of high maintenance costs, poor fatigue resistance, ordinary concrete anti-carbonation performance, impermeability and crack resistance, etc.
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Embodiment 1
[0070] Ultra-high-performance cement-based bridge deck poured from ultra-high-performance cement-based composite materials, in which:
[0071] H=65mm, h=45mm, B=2900mm, L=7200mm, B 1 = 40mm, B 2 = 40mm, B 3 =50mm, B 4 =40mm, b=250mm, L 1 =260mm;
[0072] Ultra-high-performance cement-based composite material, including cementitious material, water and water reducer, the volume of cement accounts for 20%, the cement is P·I cement with a strength grade of 52.5, and the mineral admixture is silica fume and powder Coal ash, accounting for 54%.
[0073] The ratio fraction of cement, silica fume and fly ash is numerically analyzed and calculated through the ideal accumulation curve and its particle size cumulative distribution curve;
[0074] 1) the ideal stacking curve formula is:
[0075] P sd =A+(100-A)·(d / D max ) π / 2θ ;
[0076] Among them, P sd is the percentage of particles passing through the sieve, A is an empirical constant, d is the diameter of the sieve, D ma...
Embodiment 2
[0099] Ultra-high-performance cement-based bridge deck poured from ultra-high-performance cement-based composite materials, in which:
[0100] H=75mm, h=55mm, B=3800mm, L=9050mm, B 1 = 40mm, B 2 =50mm, B 3 =50mm, B 4 =40mm, b=335mm, L 1 = 350mm;
[0101] Ultra-high performance cement-based composite material, including cementitious material, water and water reducer, the volume of cement accounts for 49%, the cement is P·I cement with a strength grade of 62.5, and the mineral admixture is silica fume, powder Coal ash and slag powder account for 18% by volume; the proportions of each component of the cementitious material are calculated in Example 1 to obtain X c =0.731, X sf =0.104, X fa = 0.094 and X bs = 0.070. The water-binder ratio W / B=0.143, the admixture is polycarboxylate superplasticizer solution, and the dosage is 2.3% of the mass of the gelling material.
[0102] The volume percentage of the main materials used in ultra-high performance cement-based composit...
Embodiment 3
[0112] Ultra-high-performance cement-based bridge deck poured from ultra-high-performance cement-based composite materials, in which:
[0113] H=65mm, h=45mm, B=2900mm, L=7200mm, B 1 = 40mm, B 2 = 40mm, B 3 =50mm, B 4 =40mm, b=250mm, L 1 =260mm;
[0114] Ultra-high-performance cement-based composite material, including cementitious material, fine aggregate, steel fiber, water and water reducer, the volume of cement accounts for 26.5%, the cement is P·II cement with a strength grade of 52.5, and the mineral mixed The composite materials are silica fume, fly ash and mineral powder, accounting for 15.8%. Each component distribution fraction of gelling material is by the calculation mode of embodiment 1, gets X c =0.626, X sf =0.161, X fa = 0.102 and X bs = 0.111. The fine aggregate is natural sand with a fineness modulus of 1.4, and its volume is 0.811 of that of the cementitious material. The steel fibers are copper-plated steel fibers with a diameter of 0.2mm and a l...
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