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Thermoplastic high-viscosity high-elasticity asphalt modifier for pavement on steel bridge surface and preparation method thereof

A technology of asphalt modifier and thermoplastic elastomer, which is applied in the direction of building components, building insulation materials, buildings, etc., can solve the problems of poor high temperature resistance, cracking, etc., and achieve the effects of improving fluidity, simple preparation process, and convenient production

Inactive Publication Date: 2017-02-08
知行良知实业股份有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0017] The object of the invention is a thermoplastic high-viscosity and high-elasticity asphalt modifier for steel bridge deck pavement, which solves the problem of poor high temperature resistance and cracking caused by existing asphalt used for steel bridge deck pavement

Method used

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  • Thermoplastic high-viscosity high-elasticity asphalt modifier for pavement on steel bridge surface and preparation method thereof
  • Thermoplastic high-viscosity high-elasticity asphalt modifier for pavement on steel bridge surface and preparation method thereof

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Experimental program
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Effect test

Embodiment 1

[0030] The thermoplastic high-viscosity and high-elasticity asphalt modifier used for steel bridge deck pavement is composed of 57% thermoplastic elastomer, 3% PE, 35% petroleum resin, and 5% furfural oil.

[0031] Add thermoplastic elastomer, PE, petroleum resin, and furfural extract oil into the strands of the screw extruder to granulate, and the extrusion temperature is controlled at 120°C.

Embodiment 2

[0033] Thermoplastic high-viscosity and high-elasticity asphalt modifier for steel bridge deck pavement, its weight percentage is composed of: thermoplastic elastomer 49%, PE 15%, petroleum resin 15%, diatomite roasted product 25%, furfural extraction Oil 5%, auxiliary agent 6%.

[0034] Add thermoplastic elastomer, PE, petroleum resin, diatomite roasted product, furfural extraction oil, and additives into the strands of the screw extruder to granulate, and the extrusion temperature is controlled at 200°C.

Embodiment 3

[0036] Thermoplastic high-viscosity high-elasticity asphalt modifier for steel bridge deck pavement, its weight percentage is composed of: thermoplastic elastomer 52%, PE 10%, petroleum resin 15%, furfural oil 20%, auxiliary agent 3% .

[0037] Add thermoplastic elastomer, PE, petroleum resin, furfural oil, and additives into the strands of the screw extruder to granulate, and the extrusion temperature is controlled at 180°C.

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Abstract

The invention discloses thermoplastic high-viscosity high-elasticity asphalt modifier for pavement on the steel bridge surface and a preparation method thereof. The thermoplastic high-viscosity high-elasticity asphalt modifier comprises, by weight, 40-60% of a thermoplastic elastomer, 2-6% of PE, 15-35% of petroleum resin, 0-25% of a diatomite roasted product, 5-20% of furfural extract oil and 0-6% of an adjuvant. The preparation method comprises adding the thermoplastic elastomer, PE, petroleum resin, diatomite roasted product, furfural extract oil and adjuvant into a spiral extruder and carrying out drawing and granulation under the condition of an extrusion temperature of 120-200 DEG C. The modifier improves asphalt fluidity, high temperature performances and high-viscosity and high-elasticity performances. The preparation method has simple processes, does not need harsh reaction conditions and is convenient for production.

Description

technical field [0001] The invention belongs to the field of polymer composite materials, and in particular relates to a thermoplastic high-viscosity and high-elasticity asphalt modifier used for steel bridge deck pavement. Background technique [0002] Since the steel bridge deck is welded and fixed on the orthotropic structural beams and longitudinal ribs, and the steel deck system is flexible and easy to bend, the deformation and stress characteristics under the action of vehicle load and temperature load are the same as Ordinary cement concrete bridges have a very obvious difference, [0003] In different parts of the same bridge, the deformation and force are also very different [0004] Therefore, due to the harsher service conditions of steel bridge deck pavement, the degree of performance requirements for steel bridge deck pavement is the same as that of ordinary pavement pavement and [0005] Cement concrete bridge deck pavements are quite different. Mainly manif...

Claims

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Application Information

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IPC IPC(8): C08L95/00C08L53/02C08L23/06C08L57/02C08L91/00C08K3/34
CPCC08L53/02C08L95/00C08L2201/08C08L2205/035C08L2207/04C08L23/06C08L57/02C08L91/00C08K3/346
Inventor 张楠楠刘永伟彭仕军袁强刘华
Owner 知行良知实业股份有限公司
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