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Cycloalkyl heavy traffic asphalt modification stabilizer

A heavy-duty asphalt and stabilizer technology, applied in the field of SBS modified asphalt, can solve the problems of performance degradation, high temperature viscosity, etc., and achieve the effect of improving high and low temperature performance and saving costs

Active Publication Date: 2018-03-23
DONGYING RUNFENG BOYUE PETROLEUM TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0011] In order to solve the problem that the high-temperature viscosity is too high after modification of naphthenic heavy-traffic asphalt, and the performance declines after long-term storage, the invention provides a modified asphalt stabilizer for naphthenic heavy-traffic asphalt

Method used

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  • Cycloalkyl heavy traffic asphalt modification stabilizer

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0035] 1 preparation

[0036] 35 parts by weight of crosslinking agent, 10 parts by weight of accelerator, 10 parts by weight of activator, 15 parts by weight of inorganic soil, 30 parts by weight of viscosity modifier;

[0037]Among them, the crosslinking agent is powdered sulfur with a content of 99%, sodium sulfide, and sodium petroleum sulfonate mixed in a mass ratio of 1:0.35:0.8, and the accelerator is commercial tetrabenzylthiuram disulfide, benzoyl peroxide According to the mixture with a mass ratio of 1:1, the activator is commercial stearic acid, the inorganic soil is commercial diatomaceous earth, and the viscosity modifier is Sasobit, produced by Sasol-Wax Company in Germany.

[0038] 2 Preparation of stabilizer

[0039] (1) Mix all the raw materials except the viscosity modifier uniformly at room temperature to obtain the stabilizer basic material;

[0040] (2) Pass the viscosity improver through Tianguan brand GJ type pulverizer, pulverize it into powdery parti...

Embodiment 2

[0044] 1 preparation

[0045] 60 parts by weight of crosslinking agent, 12 parts by weight of accelerator, 10 parts by weight of activator, 8 parts by weight of inorganic soil, 10 parts by weight of viscosity modifier

[0046] Among them, the crosslinking agent is powdered sulfur with a content of 99%, potassium sulfide, calcium petroleum sulfonate mixed according to the mass ratio of 1:0.6:1.5, and the accelerator is commercial ethylphenyl dithiocarbamate zinc, dibenzyl dithiocarbamate A mixture of zinc thiocarbamate and tetrabenzylthiuram disulfide in a ratio of 1:1:1, the activator is commercial zinc oxide, the inorganic soil is commercial montmorillonite, and the viscosity modifier is Sasobit, produced in Germany Sasol -Wax Inc.

[0047] 2 Preparation of stabilizer

[0048] (1) Mix all the raw materials except the viscosity modifier uniformly at room temperature to obtain the stabilizer basic material;

[0049] (2) Pass the viscosity improver through Tianguan brand GJ p...

Embodiment 3

[0053] 1 preparation

[0054] 40 parts by weight of crosslinking agent, 20 parts by weight of accelerator, 10 parts by weight of activator, 10 parts by weight of inorganic soil, 20 parts by weight of viscosity modifier

[0055] Among them, the crosslinking agent is powdered sulfur with a content of 99%, ammonium sulfide, and barium petroleum sulfonate mixed according to the mass ratio of 1:0.5:2.0, and the accelerator is commercial tetrabenzylthiuram disulfide, benzoyl peroxide and A mixture of zinc oxide in a ratio of 1:1:1, the activator is commercial stearic acid, the inorganic soil is commercial nano-bentonite, and the viscosity modifier is Sasobit, produced by Sasol-Wax Company in Germany.

[0056] 2 Preparation of stabilizer

[0057] (1) Mix all the raw materials except the viscosity modifier uniformly at room temperature to obtain the stabilizer basic material;

[0058] (2) Pass the viscosity improver through Tianguan brand GJ pulverizer, pulverize it into powdery par...

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PUM

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Abstract

The invention provides a special modification stabilizer for cycloalkyl heavy traffic asphalt. The special modification stabilizer is prepared from a cross-linking agent, an accelerant, an activatingagent, an inorganic filling agent and a viscosity improver; the dosage of each component is as follows in parts by weight: 10 to 90 parts of the cross-linking agent, 1 to 50 parts of the accelerant, 1to 50 parts of the activating agent, 5 to 95 parts of inorganic soil and 5 to 90 parts of the viscosity improver, wherein the cross-linking agent is prepared from sulfur, sulfide and calcium petroleum sulfonate and the mass ratio of the sulfur to the sulfide to the petroleum sulfonate is 1 to (0.2 to 0.5) to (0.1 to 0.3); the adding amount of the sulfide and the petroleum sulfonate is determinedbased on the sulfur. By adopting the modification stabilizer provided by the invention, high temperature and low temperature performance of modified asphalt prepared by the cycloalkyl heavy traffic asphalt is remarkably improved, and the attenuation of segregation and performance indexes of the modified asphalt prepared by the cycloalkyl heavy traffic asphalt is reduced; the storage stability is improved and the high-temperature viscosity is reduced; the construction workability of the modified asphalt prepared by the cycloalkyl heavy traffic asphalt is improved and the viscosity at 135 DEG Cis remarkably reduced.

Description

technical field [0001] The technology belongs to the field of petrochemical industry and relates to a special modified stabilizer for heavy traffic asphalt and the SBS modified asphalt prepared therefrom. Background technique [0002] With the development of social economy, the traffic volume continues to increase, and the proportion of heavy-duty vehicles is increasing, which brings huge challenges to the quality of the road surface. Many newly-built asphalt pavements have serious problems such as bulging and breaking. The reason is mainly due to insufficient high temperature stability of pavement materials. As the most important component of pavement materials, asphalt plays a decisive role in pavement quality. An ideal asphalt material should meet the following requirements: greater stiffness at high temperature, less stiffness at low temperature, and presence of water The anti-stripping effect is good, and SBS modified asphalt can meet the above requirements in a balanc...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C08K13/02C08K3/06C08K3/30C08K5/42C08K5/40C08K5/14C08K5/09C08K3/34C08K5/39C08K3/22
CPCC08K3/06C08K3/22C08K3/30C08K3/346C08K5/09C08K5/14C08K5/39C08K5/40C08K5/42C08K13/02C08K2003/2296
Inventor 张景峰
Owner DONGYING RUNFENG BOYUE PETROLEUM TECH
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