改性壳聚糖作为沥青改性剂的应用及其对沥青改性流变性能的影响。
Use of modified chitosan as bitumen modifier and its impact on rheological properties in bitumen modification.
作者信息
Kumar Kamal, Chand Aman, Singh Raj Kumar, Kumar Abhay, Chandra Harish, Kumar Pradeep, Joshi Vedant, Srivastava Manoj
机构信息
CSIR-Indian Institute of Petroleum, Dehradun, Uttarakhand, India.
Doon University, Dehradun, Uttarakhand, India.
出版信息
Environ Sci Pollut Res Int. 2024 Sep 9. doi: 10.1007/s11356-024-34860-z.
Conventional bitumen is a viscoelastic material composed of asphaltene and maltene. It is prepared by air-blowing, but this approach makes the bitumen more brittle and susceptible to temperatures. To decrease the temperature susceptibility, synthetic polymers or additives are used to make polymer-modified bitumens. Polymer-modified bitumens have poor storage stability and phase separation and are costly. Chitosan has free amino and hydroxyl groups. Some studies showed that chitosan can be used as a bitumen emulsifier, increasing emulsion viscosity. This study describes the synthesis of O-carboxymethyl chitosan (OCMC) from chitosan, and the same was blended in base bitumen VG10 and VG30 to improve its constitutive properties. VG10 and VG30 grade bitumen were characterized for penetration, softening point, kinematic and absolute viscosity, and ductility. OCMC-modified bitumens were also characterized by their rheological and mechanical properties. OCMC was used in the concentration range of 0.5 to 4.5 wt%. The study revealed that using sulfur increases the ductility and penetration of modified bitumen with 1.5 wt% of OCMC and meets the specification of VG40-modified bitumen as per BIS specification IS:73:2013. The study showed that blending 1.5 wt% of OCMC in VG30 base bitumen enhances the complex modulus to 76,517 Pa (at 42 °C) with a minimum phase angle of 68.58° and meets the VG40 bitumen specification. Simultaneously, blending 1.5 wt% of OCMC in VG10 base bitumen enhances the complex modulus to 64,454 Pa with a minimum phase angle of 77.39° (at 42 °C) and meets the VG30 bitumen specification. Studies showed that using SBS in a small amount of 0.25 wt% along with modified chitosan improves the rutting resistance and shear modulus by more than 67 °C at 1.1 kPa.
传统沥青是一种由沥青质和软沥青质组成的粘弹性材料。它是通过空气吹入法制备的,但这种方法会使沥青更脆且对温度更敏感。为了降低温度敏感性,人们使用合成聚合物或添加剂来制备聚合物改性沥青。聚合物改性沥青储存稳定性差、会发生相分离且成本高昂。壳聚糖含有游离氨基和羟基。一些研究表明,壳聚糖可用作沥青乳化剂,增加乳液粘度。本研究描述了由壳聚糖合成O-羧甲基壳聚糖(OCMC),并将其与VG10和VG30基础沥青混合以改善其本构性能。对VG10和VG30级沥青的针入度、软化点、运动粘度和绝对粘度以及延度进行了表征。OCMC改性沥青也通过其流变学和力学性能进行了表征。OCMC的使用浓度范围为0.5至4.5 wt%。研究表明,使用硫磺可提高含1.5 wt% OCMC的改性沥青的延度和针入度,并符合印度标准局(BIS)规范IS:73:2013中VG40改性沥青的规格。研究表明,在VG30基础沥青中掺入1.5 wt%的OCMC可将复数模量提高到76517 Pa(在42°C时),最小相位角为68.58°,符合VG40沥青规格。同时,在VG10基础沥青中掺入1.5 wt%的OCMC可将复数模量提高到64454 Pa,最小相位角为77.39°(在42°C时),符合VG30沥青规格。研究表明,少量使用0.25 wt%的SBS与改性壳聚糖一起可在1.1 kPa下将抗车辙能力和剪切模量提高超过67°C。