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.

Inactive Publication Date: 2016-01-20
浙江宏日泰耐克新材料科技有限公司
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  • Summary
  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Reinforced concrete bridge deck is currently the main form of bridge deck for small and medium span bridges. Its advantages are simple design and good economy, but its disadvantages are also very significant, such as large thickness (200-280mm), self-weight (500-700kg / m 2 ), resulting in a large amount of substructure including foundation works, and a long construction period; poor fatigue resistance, fatigue cracks are prone to occur under the repeated impact of wheel pressure loads (especially overloaded vehicles), and become external erosive media (such as Chloride ions, sulfates, etc.) infiltration; poor durability, the lack of carbonation resistance, impermeability, and crack resistance of ordinary concrete itself, resulting in cracks, carbonization, and corrosion of steel bars on the bridge deck before reaching the design life Diseases and other diseases, high maintenance costs are required in the later stage, and the maintenance costs of some projects even exceed the construction costs

Method used

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  • Ultra-high-performance cement-based bridge deck slab poured with ultra-high-performance cement-based composite materials
  • Ultra-high-performance cement-based bridge deck slab poured with ultra-high-performance cement-based composite materials
  • Ultra-high-performance cement-based bridge deck slab poured with ultra-high-performance cement-based composite materials

Examples

Experimental program
Comparison scheme
Effect test

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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Abstract

The invention relates to an ultra-high-performance cement-based bridge deck slab poured with ultra-high-performance cement-based composite materials. The cement-based bridge deck slab meets the conditions that H / B<=0.03, h / B<=0.025, H>=h+15 mm, 1<=L / B<=4, B1, B2 and B4>=30 mm, B3>=40 mm, b / B=0.05-0.15, b<=L1<=b+B1, the reinforcement ratio of the middle section of the bridge deck slab is 1%-10%, the reinforcement ratio of the reinforcing sections on the two sides of the bridge deck slab is 5%-15%, the rib material yield strength is larger than or equal to 400 MPa, and the self weight is smaller than or equal to 240 kg / m<2>. According to the ultra-high-performance cement-based bridge deck slab poured with the ultra-high-performance cement-based composite materials, due to the fact that the cement-based composite materials with the ultra-high strength and high-strength rib materials are adopted, not only is the high bearing capacity achieved, but also the advantages that the self weight is small (only accounts for 20%-40% of that of an ordinary reinforced concrete bridge deck slab), the fatigue resistance, the corrosion resistance and the long life (the theoretical life can be more than 150 years) are achieved, installation is quick, time and labor are saved (the construction amount and the construction period are both reduced by 50%-70% than those of the ordinary reinforced concrete bridge deck slab) are achieved, and the cement-based bridge deck slab can be applied to new projects of small-medium bridges or existing bridge upgrading projects in the fields of roads, railways and the like.

Description

technical field [0001] The invention relates to an ultra-high-performance cement-based bridge deck, more specifically, relates to an ultra-high-performance cement-based bridge deck poured from ultra-high-performance cement-based composite materials. Background technique [0002] Bridge deck, also known as carriageway slab, is generally constructed of reinforced concrete or steel. It is a load-bearing structure that directly bears vehicle wheel pressure loads and environmental loads. It is also the most directly affected component by overload, corrosion, fatigue and other adverse factors. Reinforced concrete bridge deck is currently the main form of bridge deck for small and medium span bridges. Its advantages are simple design and good economy, but its disadvantages are also very significant, such as large thickness (200-280mm), self-weight (500-700kg / m 2 ), resulting in a large amount of substructure including foundation works, and a long construction period; poor fatigue r...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04E01D19/12E01D101/26
Inventor 赵正
Owner 浙江宏日泰耐克新材料科技有限公司
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