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Pavement temperature regeneration mixed material and method for recovering use performance of pavement

A technology of mixed materials and mixed materials, which is applied in road repair, roads, roads, etc., can solve the problems of high process temperature and insufficient interlayer bonding force, and achieve the goals of improving interlayer bonding force, delaying aging speed, and reducing mixing temperature Effect

Inactive Publication Date: 2020-12-18
山东高速交通建设集团股份有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although the above-mentioned process can overcome the above-mentioned shortcomings, there are still problems such as high process temperature and insufficient interlayer bonding force.

Method used

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  • Pavement temperature regeneration mixed material and method for recovering use performance of pavement
  • Pavement temperature regeneration mixed material and method for recovering use performance of pavement

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0033] Preparation of pavement warm recycled mixed materials:

[0034] According to the material mass ratio shown in Table 1, the polysiloxane, methylparaben and cyclooctatetraene are uniformly mixed to obtain the pavement temperature regeneration mixed material.

[0035] Table 1 Ratio of pavement warm recycled mixed materials

[0036] sample 1 sample 2 sample 3 Sample 4 Sample 5 Sample 6 Sample 7 polysiloxane 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Methylparaben 0 0.2 0.25 0.3 0.35 0.4 0.5 cyclooctatetraene 0.5 0.3 0.25 0.2 0.15 0.1 0

[0037] Performance Testing:

[0038] Carry out the aging test of the base asphalt in a rotating film oven, mix the above-mentioned pavement temperature recycled mixed material samples with the aged asphalt according to the dosage of 10%, 12%, and 14% (mass percentage), and test the asphalt ductility, penetration and software points , the test indicators are shown in Table 2.

[0039] Table...

Embodiment 2

[0043] as attached figure 1 Shown, the method that present embodiment recovers road performance is:

[0044] S1. Use an asphalt pavement milling machine to carry out thermal milling on the asphalt upper layer. The heated pavement milling should be in place without interlayers, and the receiving and scraping materials should be clean to improve the flatness. The milling thickness should be 4cm (old pavement layer thickness above the structure).

[0045] S2. Collect the milling material of the asphalt upper layer obtained in step S1 into a transport vehicle.

[0046] S3. Carry out in-situ thermal regeneration construction and compaction on the asphalt mid-surface layer to obtain the regenerated mid-surface layer:

[0047] ①Heating operation

[0048] The thermal regeneration heating equipment uses thermal radiation technology, which does not cause too much damage to the asphalt pavement; after the heating wall is lit, the construction worker checks that it is in good condition...

Embodiment 3

[0063] In the method for restoring road performance, steps S1-S5 are the same as those in Embodiment 2.

[0064] S6. Spread the remixed mixture obtained in step S5 on the regeneration middle surface layer, and then compact it with a slick roller to obtain a regeneration upper layer with a thickness of 4 cm, and the compaction rate is ≥ 96%;

[0065] S7. In the state where the residual temperature of the regenerated upper layer is not lower than 100°C, cover a layer of overlay material on the regenerated upper layer, and use a vibratory roller to roll and form it once to obtain a regenerated upper layer with an overcoat layer, and the overlay layer The thickness is 1.5cm, and the SMA-5 graded thin-layer overlay material is used, and the compaction rate is ≥98%.

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Abstract

The invention discloses a pavement temperature regeneration mixed material and a method for recovering the use performance of a pavement, and belongs to the field of road engineering. The pavement temperature regeneration mixed material is prepared from polysiloxane, methylparaben and cyclooctylenetetraene, the mixing temperature of the regeneration mixed material can be remarkably reduced, and the interlayer bonding force is improved. According to the method for recovering the use performance of the pavement, the upper surface layer and the middle surface layer are synchronously regenerated,and the pavement temperature regeneration mixed material is matched to use so that good interlayer bonding performance can be ensured, the service life of the asphalt pavement is greatly prolonged, and the popularization and application values are very good.

Description

technical field [0001] The invention relates to the field of road engineering, and specifically provides a pavement temperature-recycled mixed material and a method for restoring road performance. Background technique [0002] The existing pavement base structure design mostly adopts semi-rigid base (20cm) + flexible base (LSPM), and the probability of disease on the pavement base is very low. It can be seen that there are relatively few problems in the bottom layer, and most of the problems are in the upper and middle layers. Therefore, in the implementation of maintenance construction, it is generally only necessary to mill and resurface all the upper and middle surface layers, but there are too many wastes of resources and high transportation costs. [0003] In view of this, the hot-in-place regeneration construction technology has appeared in the prior art, and the road surface can be hot-in-place regeneration through equipment such as milling, mixing, and rolling. For...

Claims

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Application Information

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IPC IPC(8): E01C23/088E01C19/10E01C7/35
CPCE01C7/35E01C19/1004E01C23/088
Inventor 刘贵翔李美生王玉飞余四新刘伟王健周倩李秋忠徐琨马霞张新波胡晓庆徐光铭李辉王齐
Owner 山东高速交通建设集团股份有限公司