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回收GFRP粉末地聚物混凝土格栅板抗冲击性能研究OA北大核心CHSSCDCSTPCD

Study on impact resistance of recycled GFRP powder geopolymer concrete panel with grid reinforcements

中文摘要英文摘要

为探究玻璃纤维复合材料(GFRP)-地聚物混凝土格栅板在冲击作用下的动态响应,本文将回收GFRP粉末、钢渣、粉煤灰作为前驱物,通过碱激发形成新型地聚物混凝土,并考虑GFRP粉末掺量、冲击能量、有无格栅等影响,开展地聚物混凝土板抗冲击性能试验与理论研究.基于板弹性振动理论,考虑格栅作用,提出了地聚物混凝土格栅板冲击响应理论计算方法.结果表明:相比于不含GFRP粉末的地聚物混凝土,添加了 10%GFRP粉末的地聚物混凝土抗压强度增加了 11.1%,地聚物混凝土板的冲击力峰值增大了 30.8%,吸能增加16.1%.对比无格栅地聚物混凝土板,地聚物混凝土格栅板的冲击力峰值提高了 9.1%.此外,理论计算得到的凹陷位移计算值与试验值吻合较好.本文提出以碱激发回收GFRP粉末生成的胶凝体,可减少CO2排放,解决环境和资源问题,形成的地聚物格栅混凝土板具有较好的抗冲击和吸能作用,可应用于工程抗撞防护结构.

To investigate the dynamic response of glass fiber reinforce plastic(GFRP)-geopolymer concrete grid plate under impact,this paper utilized recycled GFRP powder,steel slag,and fly ash as precursor to form a new type of geopolymer concrete through alkali activation.Considering factors such as the amount of GFRP powder,impact energy,and the presence of a grid,the impact performance of geopolymer concrete slabs was tested and theoretically analyzed.Based on the elastic vibration theory of plates and considering the effect of the grid,a theoretical calculation method for the impact response of geopolymer concrete grid plates was proposed.The results showed that compared with geopolymer concrete without GFRP powder,the compressive strength of geopolymer concrete with 10%GFRP powder increased by 11.1%,the peak impact force of the geopolymer concrete slab increased by 30.8%,and the energy absorption increased by 16.1%.Compared with ungridded geopolymer concrete plates,the peak impact force of geopolymer concrete grid plates increased by 9.1%.In addition,the calculated values of sag displacement obtained by theoretical calculation agreed well with the experimental values.This paper proposes that the geopolymer formed by alkali activation of recycled GFRP powder can reduce CO2 emission and address environmental and resource issues.The geopolymer grid concrete plate formed has good impact resistance and energy absorption,and can be used in engineering collision protection structures.

吴杰;陈民坤;王俊

南京长江河道管理处,江苏南京 210011南京工业大学土木工程学院,江苏 南京 211800

土木建筑

回收GFRP粉末地聚物格栅板抗冲击性能

recycled GFRP powdergeopolymergrid panelimpact resistance

《南京工业大学学报(自然科学版)》 2024 (004)

464-471 / 8

国家自然科学基金(52278261);江苏省水利科技项目(202201)

10.3969/j.issn.1671-7627.2024.04.011

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