Hyperbranched structure-containing asphalt pavement joint sealant and preparation method thereof

A technology for asphalt pavement and joint filler, which is applied in the direction of asphalt material adhesive, adhesive, adhesive type, etc. Increase road maintenance costs and other issues to achieve good market development prospects, low costs, and high elastic recovery rates

Inactive Publication Date: 2017-06-16
江苏超力建材科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the existing asphalt pavement joint fillers mainly have the following problems: the high and low temperature resistance of the joint sealant is poor. When shrinking, the gap between the caulking agent and the wall of the joint groove is prone to peeling off, and cracks are regenerated, thereby increasing the maintenance cost of the pavement; when the temperature is high in summer, the fluidity of the caulking agent is relatively high, and there will be flowing phenomenon, thereby affecting driving safety

Method used

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  • Hyperbranched structure-containing asphalt pavement joint sealant and preparation method thereof
  • Hyperbranched structure-containing asphalt pavement joint sealant and preparation method thereof
  • Hyperbranched structure-containing asphalt pavement joint sealant and preparation method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0032] An asphalt pavement joint filler containing a hyperbranched structure, mainly made of the following components by weight: see Table 1.

[0033] Each component weight part of table 1 embodiment one

[0034]

[0035]

[0036] The above-mentioned asphalt pavement joint filler containing hyperbranched structure is prepared by the following method:

[0037] Measure the base asphalt and heat it to 130-150°C, transport it to the mixing tank, then add the measured auxiliary additives and stir for 30 minutes to obtain the mixture, then raise the temperature of the mixture to 150-170°C and send it to the colloid mill for grinding for 2- After 3 times, it is transported to the mixing tank, and the temperature of the ground mixture is raised to 190°C, then the metered composite modifier is added, and after stirring for 1 hour, the temperature of the mixture is lowered to 160-170°C, and the metered After the hyperbranched polymer is dissolved in an organic solvent, it is adde...

Embodiment 2

[0039] An asphalt pavement joint filler containing a hyperbranched structure, mainly made of the following components by weight: see Table 2.

[0040] Each component weight part of table 2 embodiment two

[0041]

[0042] The preparation method of the above-mentioned asphalt pavement joint filler containing hyperbranched structure is the same as that of Example 1.

Embodiment 3

[0044] An asphalt pavement joint filler containing a hyperbranched structure, mainly made of the following components by weight: see Table 3.

[0045] Each component weight part of table 3 embodiment three

[0046]

[0047] The preparation method of the above-mentioned asphalt pavement joint filler containing hyperbranched structure is the same as that of Example 1.

[0048] In the above-mentioned Examples 1-3, in order to make the present invention obtain better bonding properties, the hyperbranched polymer is a hydroxyl-terminated hyperbranched polyamide-ester, and the hydroxyl-terminated hyperbranched polyamide-ester is prepared by the following method :

[0049] (1) Add a certain amount of diethanolamine in a three-necked flask equipped with a thermometer, a stirrer, and a constant pressure funnel, and then add dimethylacetamide in the three-necked flask until the diethanolamine is completely dissolved; take a certain amount of phthalamide Put the acid anhydride in a ...

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PUM

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Abstract

The invention discloses a hyperbranched structure-containing asphalt pavement joint sealant and a preparation method thereof. The joint sealant is prepared from, by weight, 44-52 parts of matrix asphalt, 5-9 parts of a hyperbranched monomer, 10-20 parts of an auxiliary additive, 1-7 parts of a viscosity reducer, 2-10 parts of a composite modifier and 12-18 parts of a filler. The preparation method comprises the following steps: heating the matrix asphalt to 130-150 DEG C, conveying the heated matrix asphalt to a stirring tank, adding the auxiliary additive, stirring the matrix asphalt and the auxiliary additive for 30 min, heating the obtained mixture to 150-170 DEG C, sending the heated mixture to a colloid mill, heating the mixture to 190 DEG C, adding the composite modifier, stirring the mixture and the composite modifier for 1 h, cooling the obtained material to 160-170 DEG C, adding the hyperbranched monomer, stirring the material and the hyperbranched monomer for 1 h, adding the filler and the viscosity reducer, and stirring all above materials for 1 h to obtain the joint sealant. The hyperbranched structure-containing asphalt pavement joint sealant has high elasticity recovery rate and excellent high and low temperature resistance, is suitable for asphalt pavement cracks under different climate conditions; and the preparation method has the advantages of simplicity, simplicity in operation, and suitableness for industrial application.

Description

technical field [0001] The invention relates to a repairing and maintenance material for asphalt pavement crack filling, in particular to an asphalt pavement seam-filling adhesive with a hyperbranched structure and a preparation method thereof. Background technique [0002] As the main form of highway and urban road pavement structure in our country, asphalt pavement has the advantages of mature construction technology, comfortable and safe driving, and convenient maintenance and management. As the most common form of disease in asphalt pavement, cracks have a great impact on the overall quality of the pavement. When cracks appear on the asphalt pavement, if the cracks cannot be repaired in time, rainwater or other sundries will easily enter the structural layer of the asphalt pavement or the roadbed along the cracks, resulting in the decline of the bearing capacity of the asphalt pavement structure and the destruction of the roadbed, thereby speeding up the asphalt pavement...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C09J195/00C09J187/00C09J11/04C09J11/06C09J11/08C08G83/00
CPCC08G83/005C08L2201/08C08L2205/025C08L2205/035C09J11/04C09J11/06C09J11/08C09J195/00C08L95/00C08L87/00C08L53/02C08L21/00C08L91/00C08L23/06C08L45/00C08L23/0853C08K5/101C08K3/34C08K2003/265
Inventor 黄立军寿崇琦王傅巍王爱军王若臣
Owner 江苏超力建材科技有限公司
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