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A Construction Method of Fiber Reinforced Lower Sealing Layer of Semi-rigid Base Asphalt Pavement

A technology of semi-rigid base and asphalt pavement, applied in the direction of on-site coagulation pavement, roads, roads, etc., can solve the problem of unsatisfactory waterproof and crack resistance, the service life of semi-rigid base asphalt pavement does not reach the design life, reduce and other problems, to achieve the effect of strong airtightness, preventing the flow of asphalt, increasing tensile strength and fatigue resistance

Active Publication Date: 2018-05-01
重庆建工建筑产业技术研究院有限公司 +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

As the semi-rigid base asphalt pavement will inevitably crack, in the rainy season in the south, road surface water will penetrate into the asphalt layer or even the semi-rigid base through these cracks (cracks) to greatly reduce the strength of the asphalt pavement, which will lead to early failure of the asphalt pavement. It is also one of the many reasons why the service life of semi-rigid base asphalt pavement in my country's highways cannot reach the design period
[0005] Therefore, in view of the unsatisfactory waterproof and anti-crack (anti-cutting) performance of the emulsified asphalt slurry seal layer used as the lower seal layer of the semi-rigid base asphalt pavement in my country, it is very necessary to propose a new type of semi-rigid base asphalt The construction method of the lower seal layer of the pavement is to pave a new type of semi-rigid base asphalt pavement, so that it can achieve the purpose of preventing the occurrence of reflection cracks, strengthening the waterproof function and ensuring interlayer bonding, and prolonging the service life of the semi-rigid base asphalt pavement.

Method used

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  • A Construction Method of Fiber Reinforced Lower Sealing Layer of Semi-rigid Base Asphalt Pavement
  • A Construction Method of Fiber Reinforced Lower Sealing Layer of Semi-rigid Base Asphalt Pavement
  • A Construction Method of Fiber Reinforced Lower Sealing Layer of Semi-rigid Base Asphalt Pavement

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Experimental program
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Effect test

Embodiment 1

[0058] Embodiment 1: road section A, secondary road

[0059] Clean up the garbage, sundries, loose aggregates and obstacles on the surface of the semi-rigid base course in section A;

[0060] Control the construction speed of the fiber seal spreader at 3.6km / h, and simultaneously apply the emulsified asphalt of the lower layer, the alkali-free glass fiber of the middle layer and the upper layer Emulsified asphalt, in which the asphalt spraying temperature is 72°C, the spraying amount of the lower layer of emulsified asphalt and the upper layer of emulsified asphalt are controlled at 0.7kg / m2 and 0.6kg / m2 respectively, and the spreading amount of alkali-free glass fiber in the middle layer is controlled at 75g / m2, and They are all composed of non-alkali glass fiber segments with a length of 7cm; start the gravel spreader and keep it at a distance of 10m from the fiber seal spreader, and immediately spray the emulsified asphalt and the non-alkali glass fiber within 1min. Spread...

Embodiment 2

[0062] Embodiment 2: road section B, first-class road

[0063] Conduct semi-rigid base-level strength testing and treatment on road section B, and clean up garbage, sundries, loose aggregates and obstacles on the surface of the semi-rigid base;

[0064] Control the construction speed of the fiber seal spreader at 3.8km / h, and simultaneously apply the emulsified asphalt of the lower layer, the alkali-free glass fiber of the middle layer and the upper layer Emulsified asphalt, wherein the asphalt spraying temperature is 70°C, the spraying amount of the lower layer of emulsified asphalt and the upper layer of emulsified asphalt are controlled at 0.73kg / m2 and 0.63kg / m2 respectively, and the spreading amount of alkali-free glass fiber in the middle layer is controlled at 100g / m2, and They are all composed of non-alkali glass fiber segments with a length of 8cm; start the gravel spreader and keep it at a distance of 10m from the fiber seal spreader, and within 1.5min after emulsifi...

Embodiment 3

[0066] Embodiment 3: road section C, expressway

[0067] Conduct semi-rigid base course strength testing and treatment on road section C, and clean up garbage, sundries, loose aggregates and obstacles on the surface of the semi-rigid base course;

[0068]Control the construction speed of the fiber seal spreader at 3.8km / h, and simultaneously apply the lower layer of emulsified asphalt, the middle layer of non-alkali glass fiber and the upper layer to the surface of the semi-rigid base layer of section C that has completed surface cleaning by running the fiber seal layer spreader Emulsified asphalt, wherein the asphalt spraying temperature is 70°C, the spraying amount of the lower layer of emulsified asphalt and the upper layer of emulsified asphalt are controlled at 0.71kg / m2 and 0.66kg / m2 respectively, and the spreading amount of alkali-free glass fiber in the middle layer is controlled at 110g / m2, and They are all composed of non-alkali glass fiber segments with a length of ...

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Abstract

The invention discloses a construction method for a semi-rigid base asphalt pavement fiber-reinforced under-sealed layer. The construction method for the semi-rigid base asphalt pavement fiber-reinforced under-sealed layer mainly comprises the following steps of before construction, performing detecting treatment on the strength of a semi-rigid base and performing surface cleaning on the semi-rigid base and preparing materials needed by the construction; during construction, first simultaneously applying a lower layer emulsified asphalt, a middle layer alkali-free glass fiber and an upper layer emulsified asphalt to the surface of the semi-rigid base with surface cleaned, immediately scattering gravel aggregates to the surface of the upper layer emulsified asphalt, and rolling and compacting the gravel aggregates so that the gravel aggregates can be deeply embedded into the emulsified asphalt; after construction, performing initial maintenance on the construction road section and closing the road section for vehicles; and after the initial maintenance, opening the construction road section to traffic, removing excessive gravels and sweeping the pavement. The invention is advantaged in that the construction method has high construction speed, the tensile strength, fatigue resistance and anti-rutting performance of the constructed semi-rigid asphalt pavement are obviously improved, the construction method can be applied to highway under-sealed layers with various levels, and the construction method also has waterproof effect.

Description

technical field [0001] The invention relates to the field of road construction engineering, in particular to a construction method for a semi-rigid base asphalt pavement fiber-reinforced lower seal. Background technique [0002] Asphalt pavements in my country are mostly semi-rigid base asphalt pavements. Since the semi-rigid base and asphalt surface layer are materials of different properties, it is the key point of this type of pavement to bond well and ensure continuity. In addition, when the asphalt pavement seeps, it will mostly concentrate on the junction of the surface and the base layer, causing the asphalt pavement to be pumped, loose, and damaged by pits. Therefore, there is the appearance of the lower sealing layer. The function of the lower sealing layer is to bond the base layer and the surface layer to prevent water damage between the layers. [0003] At present, the semi-rigid asphalt pavement of expressways in my country generally adopts emulsified asphalt s...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01C7/32
CPCE01C7/32
Inventor 黄煌何宏伟凌天清刘燕燕段云峰何敏
Owner 重庆建工建筑产业技术研究院有限公司
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