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5 results about "Asphalt concrete" patented technology

Asphalt concrete (commonly called asphalt, blacktop, or pavement in North America, and tarmac, bitumen macadam, or rolled asphalt in the United Kingdom and the Republic of Ireland) is a composite material commonly used to surface roads, parking lots, airports, as well as the core of embankment dams. Asphalt mixtures have been used in pavement construction since the beginning of the twentieth century. It consists of mineral aggregate bound together with asphalt, laid in layers, and compacted. The process was refined and enhanced by Belgian inventor and U.S. immigrant Edward De Smedt.

Regeneration process of waste asphalt micro powder

InactiveCN105603845AIn situ pavingsRoad surfaceEngineering
The invention provides a regeneration process of waste asphalt micro powder. The process comprises the following steps: milling an asphalt concrete pavement, wherein the milling thickness of the first layer is 1-5cm, and the milling thickness of the second layer is 5-10cm; sieving the milling material of the first layer, and mixing the obtained particles with the particle sizes of 10-31.5mm with emulsified asphalt, hydroisomerized residue oil and the like for regeneration; and crushing the milling material of the second layer, sieving and collecting particles with the particle sizes of 10-20mm, and mixing the obtained particles with fine particles of the milling material of the first layer, residue oil and the like for regeneration. According to the method, the waste asphalt in the milling material can be fully recycled in relatively low cost, and meanwhile, road paving requirements can be well met.
Owner:BEIJING AURORA ENVIRONMENTAL PROTECTION SCITECH INST

Calculation method for asphalt and aggregate stripping rates of asphalt pavement

ActiveCN109596456ARealisticEasy to operateWeighing by removing componentPreparing sample for investigationPavement engineeringRoad surface
The invention discloses a calculation method for asphalt and aggregate stripping rates of an asphalt pavement. The method comprises the following steps: 1) a water boiling method is used for treatingan aggregate wrapped with asphalt, and the asphalt stripping rate of the aggregate wrapped with the asphalt after water boiling is calculated; 2) a water damage sensitivity tester is used for simulating a real water damage mode of the pavement, the asphalt stripping rate of the aggregate wrapped with the asphalt after dynamic water damage is calculated, the stripping rate after the dynamic water damage treatment and the stripping rate after the water boiling are fitted, and a relation between the asphalt stripping rates after the dynamic water damage and the water boiling damage is obtained; and 3) the actual damage life of the asphalt pavement is calculated by utilizing the temperature, the pressure and the frequency of the water damage sensitivity tester, and the asphalt and aggregate stripping rates of the actual pavement in different years are calculated. The asphalt and aggregate stripping rates of the asphalt concrete pavement in the different years are calculated through the water boiling method; the quantitative calculation is carried out; and the operation is convenient, the cost is low, the reliability of a test result is high, and the engineering practice of the pavementis met.
Owner:WUHAN UNIV OF TECH

High-bearing-capacity pavement structure and paving construction method

PendingCN114575212AGuaranteed filling densityAchieving uniformity of distributionPaving reinforcementsIn situ pavingsScreedCrushed stone
The high-bearing-capacity pavement structure comprises a graded broken stone layer, a mortar layer is laid on the graded broken stone layer, a bonding layer is laid on the mortar layer, and an asphalt concrete overlay layer is laid on the bonding layer; a reinforcement cage is arranged in the bonding layer, outer ribs are arranged on the upper side and the lower side of the reinforcement cage, and the outer ribs extend into the mortar layer and the asphalt concrete overlay layer. The paving construction method of the high-bearing-capacity pavement structure comprises the following steps: 1) leveling a site and erecting a template; (2) paving a large-particle-size gravel layer; (3) paving a small-particle-size gravel layer; (4) rolling to form a graded broken stone layer; the construction method comprises the following steps of (1) paving cement mortar to form a gravel grouting layer, (2) mounting a reinforcement cage, (3) paving a bonding layer, (4) paving a bonding layer, and (5) paving cement mortar to form a gravel grouting layer, (6) mounting a reinforcement cage, (7) paving a mortar layer, (8) paving a bonding layer, and (9) paving an asphalt concrete overlay layer.By adopting the structure and the method, the pavement structure is optimized, the stability between layers of pavements is enhanced, the slippage risk of the pavement is reduced, and reliable environmental conditions are provided for normal operation of roads.
Owner:CHINA RAILWAY BEIJING ENG GRP CO LTD

Asphalt concrete construction method for preventing wind and sand by utilizing filling height difference between dam body and core wall

InactiveCN111364301AConvenient for continuous constructionAchieve windproof effectRoadwaysProtective constructionStructural engineeringAsphalt concrete
The invention provides an asphalt concrete construction method for preventing wind and sand by utilizing a filling height difference between a dam body and a core wall. The method is characterized inthat a certain height difference is generated by utilizing the speed of a self-filling area during dam body filling under a strong wind weather condition. Paving of the dam shell material is ahead ofpaving of the asphalt concrete core wall and a transition material, so the paving heights of an upstream dam shell material and a downstream dam shell material are higher than those of the transitionmaterial and the asphalt concrete core wall; and a dam crest construction section is changed from a plane to a concave surface, so that the asphalt concrete core wall is constructed at the bottom of the concave surface, the dam filling height and the asphalt core wall filling height synchronously rise, and a temporary wind-shield wall structure is formed. The independently researched and developedasphalt concrete construction technology for preventing wind and sand by utilizing the filling height difference between the dam body and the core wall improves the wind prevention effect of the asphalt concrete core wall under the strong wind condition and accelerates the construction progress,
Owner:XINJIANG AGRI UNIV
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