Fracture-resistant and wear-resistant concrete for prestressed assembling type road surface

A prefabricated and prestressed technology, applied in the field of wear-resistant concrete and anti-bending, can solve the problems of accelerating the construction period, difficult maintenance, reducing the self-weight of the road surface, and achieves high durability, high wear resistance and good crack resistance. Effect

Inactive Publication Date: 2018-10-02
SOUTHWEST JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The deterioration forms of cement concrete pavement mainly include transverse and oblique cracks, corner fractures and cross network cracks, mud turning, water leakage, longitudinal cracks, platform dislocation, local settlement and arch expansion, expansion joints, false joints, joint impact vibration, Surface peeling, aggregate exposure, etc.; water and overload are generally considered to be important factors causing cement concrete pavement damage, while cracking and wear are the most common diseases of cement concrete pavement; Under the combined effect, the deterioration of cement concrete pavement is greatly accelerated; not only does not reflect the advantages of long service life and low maintenance cost of cement concrete pavement, but it further highlights the weakness of difficult maintenance
[0004] The use of prefabricated pavement can reduce the thickness of the pavement, save the amount of concrete, reduce the weight of the pavement, and at the same time greatly improve the flexural capacity of the pavement and reduce the incidence of broken...

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0029] A kind of anti-fracture and wear-resistant concrete for prestressed assembled pavement, comprising the following components in parts by weight: 100 parts of cement, 5 parts of steel slag, 6 parts of fly ash, 2 parts of silica fume, 200 parts of fine aggregate, 270 parts of coarse aggregate, 5 parts of expansion agent, 1 part of water reducer, 0.001 part of defoamer, 0.01 part of rheological additive, 0.2 part of polymer emulsion, 1 part of fiber, 5 parts of rubber powder, and 40 parts of water.

[0030]The concrete is obtained by mixing the above-mentioned raw materials evenly. The performance indicators of the freshly mixed concrete are: slump 85mm, apparent density 2410kg / m 3 , no segregation, no bleeding; performance indicators of hardened concrete: concrete steamed at 45°C for 3 days compressive strength ≥ 95MPa, 28d compressive strength ≥ 95MPa, 28d flexural strength ≥ 10MPa, ACI 544 impact resistance times ≥ 3000 Times, 56d concrete electric flux ≤ 500C, 56d concr...

Embodiment 2

[0032] A kind of anti-fracture and wear-resistant concrete for prestressed assembled pavement, comprising the following components in parts by weight: 100 parts of cement, 8 parts of steel slag, 8 parts of fly ash, 2 parts of silica fume, 250 parts of fine aggregate, 300 parts of coarse aggregate, 7 parts of expansion agent, 1.5 parts of water reducing agent, 0.015 parts of defoamer, 0.015 parts of rheological additive, 0.3 parts of polymer emulsion, 1.5 parts of fiber, 8 parts of rubber powder, and 45 parts of water.

[0033] The concrete is obtained by mixing the above-mentioned raw materials evenly. The performance indicators of the freshly mixed concrete are: slump 95mm, apparent density 2515kg / m 3 , no segregation, no bleeding; performance indicators of hardened concrete: concrete steamed at 45°C for 3d compressive strength ≥ 95MPa, 28d compressive strength ≥ 95MPa, 28d flexural strength ≥ 10MPa, ACI 544 impact resistance times ≥ 4000 Times, 56d concrete electric flux ≤ 5...

Embodiment 3

[0035] A kind of anti-fracture and wear-resistant concrete for prestressed assembled pavement, comprising the following components in parts by weight: 100 parts of cement, 10 parts of steel slag, 9 parts of fly ash, 8 parts of silica fume, 300 parts of fine aggregate, 350 parts of coarse aggregate, 10 parts of expansion agent, 2 parts of water reducing agent, 0.002 parts of defoamer, 0.02 parts of rheological additive, 0.4 parts of polymer emulsion, 2 parts of fiber, 10 parts of rubber powder, and 50 parts of water.

[0036] The concrete is obtained by mixing the above-mentioned raw materials evenly. The performance indicators of the freshly mixed concrete are: slump 90mm, apparent density 2720kg / m 3 , no segregation, no bleeding; performance indicators of hardened concrete: concrete steamed at 45°C for 3 days compressive strength ≥ 100MPa, 28d compressive strength ≥ 100MPa, 28d flexural strength ≥ 12MPa, ACI 544 impact resistance times ≥ 5000 Times, 56d concrete electric flux...

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Abstract

The invention discloses fracture-resistant and wear-resistant concrete for a prestressed assembling type road surface. The fracture-resistant and wear-resistant concrete for the prestressed assemblingtype road surface comprises the following components in parts by weight: 100 parts of cement, 5 to 10 parts of steel slag, 5 to 10 parts of coal ash, 1 to 5 parts of silica fume, 200 to 300 parts offine aggregates, 250 to 300 parts of coarse aggregates, 5 to 10 parts of a swelling agent, 1.0 to 2.0 parts of a water reducer, 0.001 part of a defoaming agent, 0.01 to 0.02 part of an rheological aid, 0.1 to 0.5 part of a polymer emulsion, 0.5 to 2 parts of fiber and 35 to 50 parts of water. The fracture-resistant and wear-resistant concrete for the prestressed assembling type road surface has high strength, high crack resistance, impact resistance, high wear resistance and high durability, can be applied to heavy-load road surface panel engineering and also can be applied to other severely impacted structure key parts.

Description

technical field [0001] The invention relates to the technical field of building materials, in particular to a bending-resistant and wear-resistant concrete used for prestressed assembled road surfaces. Background technique [0002] By the end of 2014, the total mileage of cement concrete pavement in the country has reached about 2 million kilometers, accounting for about 60% of high-grade pavement; although my country's cement concrete pavement continues to develop at a high speed, there are still many problems; pavement structure in the external environment (large temperature difference , freeze-thaw cycle, de-icing salt, pressure water scour, vehicle exhaust, etc.), traffic load and internal defects of the pavement structure, the phenomenon of rapid performance attenuation and deterioration occurs; even serious damage occurs, far from reaching the design service life Many cement concrete pavements begin to suffer from diseases after 3 to 5 years of opening to traffic, and th...

Claims

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Application Information

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IPC IPC(8): C04B28/04E01C5/10C04B111/20
CPCC04B28/04C04B2111/2038C04B2111/29C04B2201/20C04B2201/50C04B2201/52E01C5/10C04B18/142C04B18/08C04B18/146C04B2103/0068C04B2103/302C04B24/42C04B2103/0045C04B20/0048C04B24/34C04B14/06C04B14/28C04B14/068C04B14/14
Inventor 曾晓辉冉宇舟朱华胜凌晨博刘海川潘璋沈卫国刘云文寨军
Owner SOUTHWEST JIAOTONG UNIV
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