Fiber-reinforced polymer self-compacting concrete for hinged joints of prefabricated hollow-slab bridges
A self-compacting concrete and fiber-reinforced technology, applied in the field of building materials, can solve the problems of unfavorable hinged concrete pouring and vibration, weakening the overall performance of hollow slab beams, and insufficient fatigue resistance, so as to shorten the construction period and improve the overall performance. Work performance and the effect of prolonging the service life
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Embodiment 1
[0019] Fiber-reinforced polymer self-compacting concrete for hollow slab bridge hinge joints in this embodiment is made of the following raw materials in parts by weight: 580 parts of cementitious material, 734 parts of fine aggregate, 898 parts of coarse aggregate, 174 parts of water, and 50 parts of steel fiber parts, 29 parts of polymer emulsion, 5.8 parts of water reducer and 29 parts of expansion agent.
[0020] Among them, the cementitious material is composed of the following raw materials in parts by weight: 290 parts of ordinary portland cement, 58 parts of sulphoaluminate cement, 116 parts of first-grade fly ash and 116 parts of S95 grade slag powder; Sand, fineness modulus 2.5-2.8, sand rate 45%; coarse aggregate is limestone gravel, particle size 5mm~10mm; steel fiber is copper-plated steel fiber, diameter 0.20mm, length 13mm, tensile strength 2200MPa ; The polymer emulsion is styrene-butadiene emulsion; the water reducer is polycarboxylate high-performance water r...
Embodiment 2
[0027] Fiber-reinforced polymer self-compacting concrete for hollow slab bridge hinge joints in this embodiment is made of the following raw materials in parts by weight: 580 parts of cementitious material, 738 parts of fine aggregate, 866 parts of coarse aggregate, 174 parts of water, and 78 parts of steel fiber parts, 29 parts of polymer emulsion, 6.4 parts of water reducer and 29 parts of expansion agent.
[0028] Among them, the cementitious material is composed of the following raw materials in parts by weight: 348 parts of ordinary Portland cement, 116 parts of sulphoaluminate cement, 58 parts of first-grade fly ash and 58 parts of S95 grade slag powder; the fine aggregate is river Sand, fineness modulus 2.5-2.8, sand rate 46%; coarse aggregate is limestone gravel, particle size 5mm~10mm; steel fiber is copper-plated steel fiber, diameter 0.20mm, length 13mm, tensile strength 1600MPa ; The polymer emulsion is ethylene-vinyl acetate copolymer emulsion; the water reducer i...
Embodiment 3
[0034] The fiber-reinforced polymer self-compacting concrete for the hinge joints of hollow slab bridges in this embodiment is made of the following raw materials in parts by weight: 620 parts of cementitious material, 660 parts of fine aggregate, 840 parts of coarse aggregate, 180 parts of water, and 100 parts of steel fiber parts, 62 parts of polymer emulsion, 7.4 parts of water reducer and 31 parts of expansion agent.
[0035] Among them, the cementitious material is composed of the following raw materials in parts by weight: 372 parts of ordinary Portland cement, 93 parts of sulphoaluminate cement, 62 parts of first-grade fly ash and 93 parts of S95 grade slag powder; the fine aggregate is river Sand, fineness modulus 2.5-2.8, sand rate 44%; coarse aggregate is limestone gravel, particle size 5mm~10mm; steel fiber is copper-plated steel fiber, diameter 0.20mm, length 13mm, tensile strength 1800MPa ; The polymer emulsion is an acrylate emulsion; the water reducer is a polyc...
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