Heavy-load type durable asphalt composite structure

A composite structure and durability technology, which is applied to cohesive pavement paved on site, roads, roads, etc., can solve the problems of poor anti-heavy load capacity, inconsistent force and deformation, inconsistency, etc., and achieve flatness Good, excellent water sealing effect, high friction coefficient effect

Inactive Publication Date: 2016-08-24
福州市公路局 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although it can overcome the defects of the original hydraulic concrete pavement, the reconstructed pavement structure is not uniform in force and deformation due to the inconsistency of the connection between the upper and lower structures, and the anti-heavy load capacity is poor

Method used

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  • Heavy-load type durable asphalt composite structure
  • Heavy-load type durable asphalt composite structure
  • Heavy-load type durable asphalt composite structure

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Experimental program
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Effect test

Embodiment 1

[0025] Such as figure 1 The schematic diagram of the heavy-duty durable asphalt composite structure of the present invention is shown, and a stress-absorbing layer 2, a lower layer 3, a first adhesive layer 4, a middle surface layer 5, and a second adhesive layer 6 are also arranged on the top of the original pavement layer 1. and layer 7 above.

[0026] Wherein the stress absorbing layer 2 is directly arranged on the upper surface of the original pavement layer 1, the stress absorbing layer 2 is a densely graded AC05 structure with a thickness of 1.5cm, and the porosity is 1.5%, wherein the amount of ordinary asphalt is 8-10%, and the amount of aggregate is 90-92%, 88-92% of aggregates with a particle diameter of 2.36-4.75mm, and 8-12% of particles with a particle diameter below 2.36mm. The stress absorbing layer 2 is arranged between the lower layer 3 and the original cement concrete pavement layer, which can effectively prevent and delay reflection cracks caused by cracks ...

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PUM

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Abstract

The invention discloses a heavy-load type durable asphalt composite structure applicable to a 'changing white to black' project. The layered composite structure is arranged on an original pavement layer and comprises an upper surface layer, a second bonding layer, an intermediate layer, a first bonding layer, a lower surface layer and a stress absorption layer in sequence from top to bottom; the stress absorption layer is arranged on the upper surface of the original pavement layer. According to the heavy-load type durable asphalt composite structure, the upper surface layer made of rubber asphalt SMA13, the intermediate layer and the lower surface layer made of high-modulus EME are all capable of bear load well, and excellent track resistance is achieved; meanwhile, compared with a common asphalt mixture, the position of the upper surface layer, the position of the intermediate layer and the position of the lower surface layer are all high in stiffness modulus which is closer to the modulus of a cement concrete pavement, so that the entire deformation coordination capacity is unified, and it is helpful to prolong the entire structural service life of the pavement.

Description

technical field [0001] The invention relates to a road engineering reconstruction structure, in particular to a heavy-duty durable asphalt composite structure. Background technique [0002] As an advanced pavement structure, cement concrete pavement has high strength, stability, durability, flatness and roughness, and less maintenance and repair costs. Since the 1980s, it has been widely used in road construction of various grades. However, with the increase of the opening time, under the joint action of traffic load and environmental factors, the cement concrete pavement has cracks, wrong platform, potholes, mud pumping and other pavement damage, and the service performance is significantly reduced. In order to ensure good traffic quality, the existing cement concrete pavement was transformed and gradually replaced with asphalt concrete pavement structure, forming a composite pavement structure of PCC+HMA. Although the defects of the original hydraulic concrete pavement c...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C7/32
CPCE01C7/32E01C7/325
Inventor 刘发水林晓威王淬砺邱钰婷赵志强丁武洋刘爱华
Owner 福州市公路局
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