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Structure for repairing urban bituminous pavements and construction method thereof

A technology for asphalt pavement and structure repair, applied to roads, roads, on-site paved coagulation pavements, etc., can solve problems such as roadbed pollution, urban environmental impact, waste of resources, etc., to improve anti-deformation ability and reduce unevenness Settling, avoiding the effect of cross-influence

Active Publication Date: 2012-12-12
HUAZHONG UNIV OF SCI & TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the old asphalt pavement of this method needs a lot of cost to be broken, transported and discarded. At the same time, the abandonment of the old asphalt pavement will cause serious damage to the surrounding environment of the city.
In addition, the local damage of urban asphalt pavement is often caused by the existence of local bad foundations under the asphalt pavement. If only the asphalt pavement is repaired and the local bad foundation is not treated, this can only "cure the symptoms" and not "cure the root cause".
Under the action of traffic load, the subgrade is easy to subside again, causing the asphalt pavement structure to be damaged
However, if the local bad ground is treated before the asphalt pavement renovation (currently, the replacement method, grouting method and cement mixing pile method are mainly used), it will also bring many problems
Firstly, the cost of foundation treatment is too high, which can account for more than half of the cost of asphalt pavement renovation; secondly, a large mechanical construction platform is required for foundation treatment, and sometimes even the entire road section needs to be closed, which seriously affects the smoothness of urban traffic; thirdly, the foundation The noise and dust caused by the disposal have seriously affected the quality of life of the citizens around the construction section; finally, the excavation, transportation, disposal of a large amount of old foundation soil generated by the replacement method, and the purchase, transportation, and filling of new filling materials also require A lot of cost, while the grouting method and the cement mixing pile method not only waste resources, but also cause serious pollution to the original roadbed, which has a great impact on the urban environment

Method used

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  • Structure for repairing urban bituminous pavements and construction method thereof
  • Structure for repairing urban bituminous pavements and construction method thereof
  • Structure for repairing urban bituminous pavements and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0043] see figure 1 , an urban asphalt pavement repair structure, comprising from top to bottom an asphalt pavement surface layer 1, a base layer 2, an upper high-strength geogrid 3-1, a geocell 5 filled with old asphalt pavement mixed aggregate 4, a reinforcement layer, The lower high-strength geogrid 3-2, the waterproof layer 6 and the subgrade 7.

[0044] The base 2 is a cement-stabilized gravel layer in a semi-rigid base.

[0045] When the elongation is 0.5%, the tensile strengths of the upper high-strength geogrid 3-1 and the lower high-strength geogrid 3-2 are both 160kN / m.

[0046] The old asphalt pavement mixed aggregate 4 is formed by mixing gravel aggregates with a proportion of 20% of the old asphalt pavement aggregate mass into the old asphalt pavement aggregate obtained after crushing the broken pieces of the old asphalt pavement, Wherein, the maximum particle size of the old asphalt pavement aggregate obtained after crushing treatment is less than 50 mm.

[00...

Embodiment 2

[0063] The urban asphalt pavement repair structure of Example 1 is applied to a certain urban asphalt pavement repair project. The asphalt pavement of a 45m section of the road is severely damaged and needs to be repaired. When the asphalt pavement is repaired, the left side of the road adopts the repair structure and construction method of embodiment 1, and the right side of the road adopts the prior art of renovation method, that is, on the basis of the method of the present invention, the upper layer of high-strength geogrid, geocell, and lower layer are removed. High-strength geogrid and waterproofing layer. After the pavement repair project is completed, the static pressure creep test of the bearing plate is carried out at the left and right centerlines of the road respectively, and the bearing plate is 1.0m 2 square plate with a load of 300kPa. After 100 hours of static pressure, the creep amount of the left road pavement using the method of the present invention is re...

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Abstract

The invention belongs to the technical field of urban bituminous pavement repairing, and discloses a structure for repairing urban bituminous pavements and a construction method thereof. The structure comprises a bituminous pavement layer, a base layer, an upper layer high-strength geogrid, a geocell reinforcement layer filled with old bituminous pavement mixed aggregates, a lower layer high-strength geogrid, a waterproof layer and roadbed from top to bottom. According to the structure for repairing urban bituminous pavements and the construction method thereof, prior old bituminous pavement materials are fully used, and cross impacts of rainfall and ground water on the roadbed and the bituminous pavement are segregated effectively. Simultaneously, by means of a combined reinforcement structure of the upper layer and the lower layer high-strength geogrids and the geocell reinforcement layer, the anti-deformation capacity of the bituminous pavement structure can be improved effectively, cracking and deformation of the bituminous pavement structure are restricted, and the service life of the bituminous pavement is increased. Particularly, when local bad foundation exists in the roadbed, the 'girder effect' formed by the combined reinforcement structure can effectively transmit loads on the local bad foundation to around foundation, and secondary damages to a novel paved bituminous pavement structure are avoided.

Description

technical field [0001] The invention belongs to the technical field of urban asphalt pavement repair, and in particular relates to an urban asphalt pavement repair structure with local bad foundations in the roadbed and a construction method thereof. Background technique [0002] Urban asphalt pavement is one of the main forms of urban road pavement in my country. It has the advantages of high surface smoothness, comfortable driving process, small vibration and low noise. However, as an overall structural layer, asphalt pavement is greatly affected by roadbed strength, traffic load and various environmental factors. Various diseases such as network cracks, subsidence, uneven settlement, and flatness decline will occur during use, which is serious. Affect traffic safety and driving quality. When the pavement is damaged to a certain extent, it is necessary to repair the pavement as a whole or in part. [0003] As urban roads are limited by the elevation of the road surface, ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C7/32
Inventor 张军郑俊杰赖汉江曹文昭
Owner HUAZHONG UNIV OF SCI & TECH
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