GFRP-竹胶板管复合约束含砖骨料再生混凝土叠合柱抗压性能试验

doi:10.19936/j.cnki.2096-8000.20260328.002

复合材料科学与工程 ›› 2026, Vol. 0 ›› Issue (3): 10-20.DOI: 10.19936/j.cnki.2096-8000.20260328.002

GFRP-竹胶板管复合约束含砖骨料再生混凝土叠合柱抗压性能试验

赵卫锋¹, 文嘉鑫², 周靖³, 陈凯亮⁴, 补国斌^2*

1.广东建设职业技术学院,广州 510440;
2.湖南工业大学土木工程学院,株洲 412007;
3.华南理工大学亚热带建筑与城市科学全国重点实验室,广州 510640;
4.中国轻工业长沙工程有限公司化工材料食品事业部,长沙 410114

收稿日期:2024-12-17 出版日期:2026-03-28 发布日期:2026-04-22
通讯作者: 补国斌(1986—),男,博士,副教授,硕士生导师,研究方向为竹材复合结构,guobinbu@hut.edu.cn。
作者简介:赵卫锋(1977—),女,博士,副教授,研究方向为竹材复合结构。
基金资助:
湖南省自然科学基金项目(2023JJ30213);湖南省教育厅科学研究优秀青年项目(23B0556);广东建设职业技术学院高层次人才项目(GCC2022-03);广东建设职业技术学院校级项目(KY2022-89)

Experiment on compressive behavior of GFRP-plybamboo panel tube dual confined recycled brick aggregate concrete laminated column

ZHAO Weifeng¹, WEN Jiaxin², ZHOU Jing³, CHEN Kailiang⁴, BU Guobin^2*

1. Guangdong Construction Polytechnic, Guangzhou 510440, China;
2. College of Civil Engineering, Hunan University of Technology, Zhuzhou 412007, China;
3. State Key Laboratory of Subtropical Building and Urban Science, South China University of Technology, Guangzhou 510640, China;
4. Chemicals, Materials & Food Engineering Department, China CEC Engineering Corporation Co., Ltd., Changsha 410114, China

Received:2024-12-17 Online:2026-03-28 Published:2026-04-22

摘要/Abstract

摘要： 为开拓废弃黏土砖再生利用的新途径,拓展竹胶板在结构工程领域的应用,本文提出一种玻璃纤维增强复合材料(Glass Fiber Reinforced Plastics,GFRP)管-竹胶板管复合约束含砖骨料再生混凝土生态叠合柱(简称GPR叠合柱)。通过对18根GPR叠合柱试件进行抗压破坏试验,研究再生混凝土(Recycled Brick Aggregate Concrete,RBAC)中砖骨料取代率、GFRP管壁厚、截面含竹率、拉杆间距比、荷载偏心距、长细比对试件抗压承载力和变形的影响。结果表明:GPR叠合柱试件的受压破坏形态主要为GFRP管纤维沿缠绕方向的破裂并出现局部断裂,外层RBAC压碎;GFRP管纤维破坏位置随GFRP管壁厚增大向柱端偏移;偏心受压时,GPR叠合柱破坏形态为受拉侧GFRP管纤维断裂;长细比大于32时,GPR叠合柱破坏形态为受压侧GFRP管纤维压溃断裂;试件抗压承载力随砖骨料取代率、拉杆间距比、荷载偏心距和长细比的增大而减小,随GFRP管壁厚的增大而增大,截面含竹率对试件的极限承载力无明显影响。依据试验结果构建了GPR叠合柱的极限抗压承载力计算模型,可为其工程应用提供参考。

关键词: 玻璃纤维增强复合材料, 竹胶板, 含砖骨料再生混凝土, 抗压试验, 极限承载力

Abstract: In order to explore new applications for the regeneration of waste clay bricks and to expand the use of bamboo plywood in structural engineering, this paper proposes a novel type of GFRP-plybamboo panel tube dual confined recycled brick aggregate concrete ecological laminated column (abbreviated as GPR laminated column). Compression failure tests were conducted on 18 GPR laminated column specimens to investigate the influence of brick aggregate replacement ratio in recycled brick aggregate concrete (RBAC), GFRP tube thickness, sectional bamboo content, spacing ratio of pull rods, load eccentricity, and slenderness ratio on the compressive bearing capacity and deformation of specimens. The test results indicate that the compressive failure mode of GPR laminated column specimens is mainly characterized by cracks and local fractures along the winding direction of GFRP tube fibers, as well as crushing of the outer RBAC. The location of GFRP fiber damage shifts upward with the increase of GFRP tube thickness. When subjected to eccentric loading, the failure mode of the GPR composite column involves tension-side GFRP fiber fracture, and slenderness ratio exceeding 32, compressive-side GFRP fiber fracture is observed. The compressive load-bearing capacity decreases with the increase of brick aggregate replacement rate, constrain tensile rod spacing ratio, load eccentricity, and slenderness ratio. Additionally, the load-bearing capacity decreases with an increase in GFRP tube thickness, while the section bamboo content has no significant effect on the ultimate load-bearing capacity of the specimens. Finally, a calculation model for the ultimate compression bearing capacity of GPR laminated columns was established based on experimental results, which is expected to provide reference for the engineering application of the GPR laminated columns.

Key words: GFRP, plybamboo panel (PBP), recycled brick aggregate concrete (RBAC), compressive test, ultimate load-bearing capacity

中图分类号:

TB332

赵卫锋, 文嘉鑫, 周靖, 陈凯亮, 补国斌. GFRP-竹胶板管复合约束含砖骨料再生混凝土叠合柱抗压性能试验[J]. 复合材料科学与工程, 2026, 0(3): 10-20.

ZHAO Weifeng, WEN Jiaxin, ZHOU Jing, CHEN Kailiang, BU Guobin. Experiment on compressive behavior of GFRP-plybamboo panel tube dual confined recycled brick aggregate concrete laminated column[J]. COMPOSITES SCIENCE AND ENGINEERING, 2026, 0(3): 10-20.

参考文献

[1] 朱超, 赵文韬, 余伟航, 等. 再生砖混骨料混凝土基本力学性能与本构模型[J]. 复合材料学报, 2024, 41(2): 898-910.
[2] WANG Z Z, YANG Y, SU Y, et al. Damage mechanism of concrete with recycled brick aggregate[J]. Thermal Science, 2023, 27(3A): 2145-2153.
[3] GE P, HUANG W, ZHANG J R, et al. Mix proportion design method of recycled brick aggregate concrete based on aggregate skeleton theory[J]. Construction and Building Materials, 2021, 304: 124584.
[4] MOHAMMED T U, SHIKDAR K H, AWAL M A. Shear strength of RC beam made with recycled brick aggregate[J]. Engineering Structures, 2019, 189: 497-508.
[5] 孙一李全, 赵羽习, 孟涛, 等. 再生砖混骨料混凝土柱的小偏心受压性能[J]. 浙江大学学报(工学版), 2021, 55(6): 1090-1099.
[6] 黄靓, 林明明, 高畅,等. 钢管含砖骨料再生混凝土柱轴压力学试验研究[J]. 铁道科学与工程学报, 2020, 17(3): 699-706.
[7] HUANG L, CHEN L X, YAN L B, et al. Behavior of polyester FRP tube encased recycled aggregate concrete with recycled clay brick aggregate: size and slenderness ratio effects[J]. Construction and Building Materials, 2017, 154: 123-136.
[8] ISLAM M M, CHOUDHURY M S I, AMIN A F M S. Dilation effects in FRP-confined square concrete columns using stone, brick, and recycled coarse aggregates[J]. Journal of Composites for Construction, 2016, 20(1): 04015017.
[9] CHOUDHURY M S I, AMIN A F M S, ISLAM M M, et al. Effect of confining pressure distribution on the dilation behavior in FRP-confined plain concrete columns using stone, brick and recycled aggregates[J]. Construction and Building Materials, 2016, 102: 541-551.
[10] 经承贵, 武彤, 赵林, 等. GFRP管螺旋筋复合约束混凝土柱轴压性能试验研究[J]. 复合材料科学与工程, 2025(6): 1-9, 117.
[11] 张云峰, 马锦辉, 张佳睿, 等. GFRP-十字形钢骨混凝土柱轴压试验及力学性能研究[J]. 复合材料科学与工程, 2025(5): 117-124, 141.
[12] 吴庆雄, 许志坤, 程军, 等. 外包UHPC钢管混凝土叠合中长柱偏压性能试验研究[J]. 建筑结构学报, 2024, 45(9): 76-88.
[13] 牛海成, 李博涵, 高锦龙, 等. 圆钢管高强再生混凝土叠合柱轴压性能试验[J]. 哈尔滨工程大学学报, 2025, 46(3): 450-457.
[14] 肖岩, 杨瑞珍, 单波, 等. 结构用胶合竹力学性能试验研究[J]. 建筑结构学报, 2012, 33(11): 150-157.
[15] XIAO Y, WU Y, LI J, et al. An experimental study on shear strength of glubam[J]. Construction and Building Materials, 2017, 150: 490-500.
[16] AL-FASIH M Y, HAMZAH S, AHMAD Y, et al. Tensile properties of bamboo strips and flexural behaviour of the bamboo reinforced concrete beams[J]. European Journal of Environmental and Civil Engineering, 2022, 26(13): 6444-6460.
[17] 魏洋, 陈思, 聂玉晗, 等. 凹槽销栓型竹-混凝土组合梁的受弯性能[J]. 土木工程学报, 2021, 54(3): 58-67.
[18] GANESAN N, INDIRA V P, HIMASREE R P. Bamboo reinforced concrete wall panels under one way in-plane action[J]. Environment Development and Sustainability, 2020, 22(2): 1475-1488.
[19] NIE Y H, WEI Y, ZHAO K, et al. Compressive performance of bamboo sheet twining tube-confined recycled aggregate concrete columns[J]. Construction and Building Materials, 2022, 323: 126544.
[20] SIMRET T D, XU J J, SHAN B, et al. Experimental investigation on flexural behavior of full-scale glued laminated bamboo (glubam)-concrete composite beams: a case study of using recycled concrete aggregates[J]. Engineering Structures, 2021, 233: 111896.
[21] 全国纤维增强塑料标准化技术委员会. 纤维增强热固性塑料管轴向压缩性能试验方法: GB/T 5350—2005[S]. 北京: 中国标准出版社, 2005: 1-3.
[22] 中华人民共和国住房和城乡建设部. 普通混凝土配合比设计规程: JGJ 55—2011[S]. 北京: 中国建筑工业出版社, 2011: 10-12.
[23] 中华人民共和国住房和城乡建设部. 混凝土物理力学性能试验方法标准: GB/T 50081—2019 [S]. 北京: 中国建筑工业出版社, 2019: 12-14.
[24] TENG J G, LAM L. Behavior and modeling of fiber reinforced polymer-confined concrete[J]. Journal of Structural Engineering, 2004, 130(11): 1713-1723.

GFRP-竹胶板管复合约束含砖骨料再生混凝土叠合柱抗压性能试验

Experiment on compressive behavior of GFRP-plybamboo panel tube dual confined recycled brick aggregate concrete laminated column

PDF (PC)

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

编辑推荐

Metrics

本文评价

[1]	陈江, 肖潇, 刘明钒, 欧阳容海. 采用不同胶黏剂的GFRP胶螺混接接头的拉伸性能试验研究[J]. 复合材料科学与工程, 2026, 0(1): 24-32.
[2]	刘伟, 杨继, 袁春辉, 夏旭, 张锦光. 不同温度下碳纤维复合材料-钢胶接界面黏结性能研究[J]. 复合材料科学与工程, 2025, 0(3): 39-45.
[3]	陆春华, 李朝晖, 漆仲浩, 朱学武, 徐奕帆. 高温环境对混凝土内GFRP筋拉伸性能退化影响[J]. 复合材料科学与工程, 2025, 0(2): 12-19.
[4]	关天宇, 姜岚, 段国勇, 唐波. 碳纤维加固输电铁塔角钢有效性分析[J]. 复合材料科学与工程, 2024, 0(6): 48-59.
[5]	刘帅文, 沈金荣, 吉新柱, 张强先, 方园. 表面功能化多壁碳纳米管改性玻纤增强树脂基复合材料的拉-拉疲劳性能研究[J]. 复合材料科学与工程, 2023, 0(8): 92-100.
[6]	靳高明, 孙康才, 刘生纬, 白晟渝. FRP筋再生混凝土梁受弯性能试验研究[J]. 复合材料科学与工程, 2023, 0(10): 52-59.
[7]	闫晋辉, 曾文源, 李强. 复合材料舱段静水内压试验和有限元分析[J]. 复合材料科学与工程, 2021, 0(3): 104-111.
[8]	胡静, 蔡雄峰, 胡昂, 邓云飞. 金属网对玻璃纤维增强复合材料低速冲击损伤特性的影响[J]. 复合材料科学与工程, 2021, 0(1): 58-64.
[9]	魏劭杰, 冯鹏, 杨家琦, 刘天桥. 复合材料套管加固钢柱的压弯性能[J]. 复合材料科学与工程, 2020, 0(9): 48-60.
[10]	涂建维, 付金海, 高奎, 谢华. 方形螺旋箍筋GFRP筋混凝土柱轴压性能研究[J]. 复合材料科学与工程, 2020, 0(8): 5-11.
[11]	赵旭东, 陈寻, 张富宾. 剪跨比对腹板增强复合材料夹层梁受剪性能影响试验研究[J]. 复合材料科学与工程, 2020, 0(8): 58-63.
[12]	赵鹏飞, 方园, 刘伟庆, 徐丹洋. 湿热环境下泡桐木复合材料夹芯结构Ⅰ型界面剥离试验研究[J]. 玻璃钢/复合材料, 2017, 0(4): 49-53.
[13]	张富宾,刘伟庆,齐玉军,周叮. 芯材密度对复合材料夹层梁弯曲力学性能影响[J]. 玻璃钢/复合材料, 2016, 0(3): 13-17.
[14]	都骜, 刘玉擎, 辛灏辉, 左一泽. 拉挤型GFRP层合板压缩性能试验[J]. 复合材料科学与工程, 2015, 0(1): 13-17.
[15]	熊慧中, 单炜, 王平, 张大勇. 玻璃纤维增强复合材料在轻质人行天桥上的应用[J]. 复合材料科学与工程, 2014, 0(5): 64-68.