| 注册
首页|期刊导航|华南理工大学学报(自然科学版)|再生部件混凝土预制楼板的受力性能分析

再生部件混凝土预制楼板的受力性能分析

李彦 吴波 郑书雅 吴翔

华南理工大学学报(自然科学版)2025,Vol.53Issue(12):71-81,11.
华南理工大学学报(自然科学版)2025,Vol.53Issue(12):71-81,11.DOI:10.12141/j.issn.1000-565X.250287

再生部件混凝土预制楼板的受力性能分析

Analysis of Mechanical Performance of Precast Concrete Floor Slabs Containing Recycled Components

李彦 1吴波 1郑书雅 1吴翔2

作者信息

  • 1. 华南理工大学 亚热带建筑与城市科学全国重点实验室,广东 广州 510640
  • 2. 广州珠江实业集团有限公司,广东 广州 510030
  • 折叠

摘要

Abstract

The direct utilization of recycled components derived from meticulously demolished old concrete mem-bers in new structural elements holds significant potential for saving materials,reducing energy consumption,and lowering carbon emissions.However,the performance of such new members requires systematic investigation for quantitative understanding.As a preliminary exploration,this paper investigated the flexural performance of pre-cast concrete floor slabs containing recycled components.Flexural experiments were conducted under both sagging and hogging moments.The influences of factors such as the surface treatment methods of recycled components and the strength difference between new and old concrete on the sagging moment flexural performance was examined.Furthermore,the effect of the configuration of locally added connecting reinforcement on the hogging moment fle-xural performance was studied.A calculation methods for the flexural capacity of these slabs was proposed.The re-sults show that:(1)the sagging moment flexural capacity of the recycled-component slabs is significantly higher than that of monolithic cast reference slabs;(2)Different surface treatment methods for the recycled components generally had a limited impact on the sagging moment capacity;(3)the addition of local connecting reinforcement at the ends of the recycled components notably enhanced the hogging moment flexural capacity;for practical enginee-ring,the configuration using directly laid lapped reinforcement is recommended.The results of the proposed me-thods for calculating flexural bearing capacities are generally conservative.

关键词

混凝土/再生部件/预制楼板/受弯性能/承载力

Key words

concrete/recycled component/precast floor slab/flexural performance/bearing capacity

分类

建筑与水利

引用本文复制引用

李彦,吴波,郑书雅,吴翔..再生部件混凝土预制楼板的受力性能分析[J].华南理工大学学报(自然科学版),2025,53(12):71-81,11.

基金项目

国家重点研发计划项目(2023YFC3807303) (2023YFC3807303)

国家自然科学基金重点项目(52338006)Supported by the National Key Research and Development Program of China(2023YFC3807303)and the Na-tional Natural Science Foundation of China(52338006) (52338006)

华南理工大学学报(自然科学版)

OA北大核心

1000-565X

访问量0
|
下载量0
段落导航相关论文