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Modified asphalt for steel box beam bridge floor and preparing method thereof

A technology for modifying asphalt and steel box girder, applied in the field of material science, can solve problems such as surface asphalt slippage, and achieve the effects of stable performance, good waterproof performance and good elasticity

Active Publication Date: 2016-12-07
HEILONGJIANG ZHONGXIN ROAD & BRIDGE MATERIAL CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Aiming at the problems that ordinary waterproof bonding materials will soften when used on box girder bridge decks, resulting in the passing of the entire pavement layer, wrapping, slipping of asphalt on the surface layer, rutting, etc., the purpose of the present invention is to provide a Modified asphalt specially used for box girder bridge deck with high high temperature stability and preparation method thereof

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  • Modified asphalt for steel box beam bridge floor and preparing method thereof

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preparation example Construction

[0024] At the same time, the present invention also provides a method for preparing the modified asphalt used for steel box girder bridge deck. The method includes the following steps:

[0025] A. Mix rock asphalt and petroleum asphalt at 150-180°C, stir and pre-mix for 0.5-1h to swell, and then initial shear, then stir for 1.5-2h;

[0026] B. After the mixing is completed, the three-stage high-speed shearing machine is used for fine shearing before storage, so that the rock powder is evenly blended into the petroleum asphalt;

[0027] C. Store while stirring at a temperature of 150-160°C;

[0028] D. Add rubber asphalt and modifier to the product obtained in step C, and react after mixing. The reaction temperature is 150-180°C, the reaction time is 3-4h, and the reaction process is stirred at a high speed, and the stirring speed is 2000-3000r / min. modified asphalt.

Embodiment 1

[0031] Example 1 Prepare modified asphalt 1 with the technical scheme of the present invention

[0032] The raw material composition of the modified asphalt 1 is as follows: in parts by weight, 10 parts of rock asphalt, 18 parts of rubber asphalt, 5 parts of modifier, and 85 parts of petroleum asphalt. The modifier is ferrous sulfate: ferrous chloride: coal tar = 1:1:3.

[0033] The preparation method is as follows, comprising the following steps:

[0034] A. Mix rock asphalt and petroleum asphalt at 150°C, stir the premixed swell for 0.5h, then initial shear, and then stir for 1.5h;

[0035] B. After the mixing is completed, the three-stage high-speed shearing machine is used for fine shearing before storage, so that the rock powder is evenly blended into the petroleum asphalt;

[0036] C. Store while stirring at a temperature of 150°C;

[0037] D. Add rubber asphalt and modifier to the product obtained in step C, and react after mixing. The reaction temperature is 150°C, ...

Embodiment 2

[0038] Example 2 Prepare modified asphalt 2 with the technical scheme of the present invention

[0039] The raw material composition of the modified asphalt 2 is: by weight, 15 parts of rock asphalt, 22 parts of rubber asphalt, 9 parts of modifier, and 90 parts of petroleum asphalt. The modifier is ferrous sulfate: ferrous chloride: coal tar = 2:2:5.

[0040] The preparation method is as follows, comprising the following steps:

[0041] A. Mix rock asphalt and petroleum asphalt at 180°C, stir for premixing and swelling for 1 hour, then initial shear, and then stir for 2 hours;

[0042] B. After the mixing is completed, the three-stage high-speed shearing machine is used for fine shearing before storage, so that the rock powder is evenly blended into the petroleum asphalt;

[0043] C. Store while stirring at a temperature of 160°C;

[0044] D. Add rubber asphalt and modifier to the product obtained in step C, and react after mixing. The reaction temperature is 180°C, the rea...

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Abstract

The invention belongs to the technical field of materials, and particularly relates to modified asphalt for a steel box beam bridge floor and a preparing method thereof. A common waterproof binding material will soften when used for the steel box beam bridge floor and consequently cause shifting and upheaval of the whole pavement layer and slippage and tracks formed on surface layer asphalt. The invention provides the modified asphalt special for the steel box beam bridge floor and high in high temperature stability and the preparing method thereof. The modified asphalt is prepared from, by weight, 10-15 parts of rock asphalt, 18-22 parts of rubber asphalt, 5-10 parts of modifier and 85-90 parts of petroleum asphalt. According to the technical method, an appropriate amount of rock asphalt and an appropriate amount of waste rubber powder are doped into the petroleum asphalt, and the high temperature stability of the bridge floor waterproof binding layer is improved by means of elasticity, high deformation resistance and good binding capacity of the rubber asphalt and the high softening point of the rock asphalt.

Description

technical field [0001] The invention belongs to the field of material science, and in particular relates to a modified asphalt used for steel box girder bridge decks and a preparation method thereof. Background technique [0002] Because steel structure bridges have good mechanical characteristics, light weight, and strong lateral wind resistance, they can fully meet operational needs. Nowadays, bridges with a single span of more than 40 meters mostly use box girders, but the box girder deck pavement The problem has always been a big problem in engineering practice. The material selection of the bridge deck pavement, especially the waterproof adhesive layer, has a great influence on the structure and function of the box girder. If the waterproof bonding layer is not good, it will lead to various hazards in the pavement layer after operation, inconvenient use, and increased maintenance costs. [0003] The current waterproof bonding layer is mainly made of petroleum asphalt ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C08L95/00C08L91/00C08K3/30C08K3/16
CPCC08L95/00C08L2205/025C08L2205/035C08L2555/50C08L91/00C08K3/30C08K3/16
Inventor 徐萌祝序博牟惠跃李文辉
Owner HEILONGJIANG ZHONGXIN ROAD & BRIDGE MATERIAL CO LTD