华南理工大学学报(自然科学版) ›› 2012, Vol. 40 ›› Issue (10): 174-183.doi: 1000-565X(2012)10-0174-10

• 校庆专辑 • 上一篇    下一篇

采用大尺度废弃混凝土的再生混合构件研究进展

吴波1 赵新宇1 杨勇2   

  1. 1.华南理工大学 亚热带建筑科学国家重点实验室,广东 广州 510640; 2.西安建筑科技 大学土木工程学院,陕西 西安 710055
  • 收稿日期:2012-08-06 出版日期:2012-10-25 发布日期:2012-09-01
  • 通信作者: 吴波(1968-) ,男,博士,研究员,主要从事结构抗灾和新型混凝土结构研究. E-mail:bowu@ scut.edu.cn
  • 作者简介:吴波(1968-) ,男,博士,研究员,主要从事结构抗灾和新型混凝土结构研究.
  • 基金资助:

    国家杰出青年科学基金资助项目( 51025829) ; 国家"973”计划项目( 2011CB013800) ; 国家科技支撑计划子课题( 2011BAJ09B03-04) ; 亚热带建筑科学国家重点实验室资助项目( 2011ZB07) ; 华南理工大学中央高校基本科研业务费专项资金重点资助项目( 2012ZP0011)

Regeneration Structural Members Containing Large-Size Demolished Concrete: a Review

Wu BoZhao Xin-yuYang Yong2   

  1. 1. State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou 510640,Guangdong,China; 2. College of Civil Engineering,Xi’an University of Architecture Technology,Xi’an 710055,Shaanxi,China
  • Received:2012-08-06 Online:2012-10-25 Published:2012-09-01
  • Contact: 吴波(1968-) ,男,博士,研究员,主要从事结构抗灾和新型混凝土结构研究. E-mail:bowu@ scut.edu.cn
  • About author:吴波(1968-) ,男,博士,研究员,主要从事结构抗灾和新型混凝土结构研究.
  • Supported by:

    国家杰出青年科学基金资助项目( 51025829) ; 国家"973”计划项目( 2011CB013800) ; 国家科技支撑计划子课题( 2011BAJ09B03-04) ; 亚热带建筑科学国家重点实验室资助项目( 2011ZB07) ; 华南理工大学中央高校基本科研业务费专项资金重点资助项目( 2012ZP0011)

摘要: 为了简化废弃混凝土的循环利用过程,笔者所在课题组提出了采用明显大于传统再生骨料的大尺度废弃混凝土的再生混合构件概念,将废弃混凝土循环利用从骨料层次( 不大于40 mm) 提升为大尺度的块体或节段层次( 块体尺寸为50 ~ 300 mm; 节段尺寸长度方向大于500mm) .简要回顾和总结了笔者及笔者所带领的课题组近年来在再生混合构件方面的研究成果,介绍了其在工程中的初步应用,并指出了再生混合构件今后的研究发展方向.研究和应用表明: 废弃混凝土大尺度回收利用省去了再生骨料的繁琐生产过程及二次能源消耗,经济性优于骨料层次的回收利用; 再生混合构件的基本性能和抗震性能总体上接近或略低于全现浇混凝土构件; 基于新、旧混凝土组合强度的概念,现行规范有关全现浇混凝土构件的计算公式可直接或略作修正后应用于再生混合构件的设计计算; 再生混合构件特别是外置薄壁型钢再生混合构件应用于实际工程完全可行,是废弃混凝土循环利用的一条有效途径.

关键词: 废弃混凝土, 循环利用, 再生混合构件, 力学性能, 工程应用

Abstract:

In order to simplify the recycling process of demolished concrete,the authors and their team have proposed the concept of the regeneration structural members containing the demolished concrete with a significantly larger size than those of conventional recycled aggregates. In the proposed structural members,the recycling of the demolished
concrete is promoted from an aggregate level of not more than 40 mm to a distinctly larger size level of 50 ~ 300mm for the demolished concrete blocks ( DCBs) or of more than 500mm in the length direction for the demolished concrete segments ( DCSs) . This paper presents a brief review of the studies conducted by the authors and their team on the proposed structural members in recent years,and introduces preliminary engineering applications of these members to real-life structures. Moreover,the research and development orientation of the proposed structural members is pointed out. The results of the studies and applications indicate that ( 1) the method of recycling demolished concrete through the proposed members not only simplifies the tedious production process of the recycled aggregates but also reduces the corresponding secondary energy consumption,so the method is more economical than that of using the recycled aggregates; ( 2) the fundamental properties and seismic performance of the proposed members are close to or slightly inferior to those of the counterpart members made only from cast-in-situ concrete; ( 3) based on the concept of the combined strength of the new and old concrete used in the proposed members,the formulas specified in current design codes for members made only from cast-in-situ concrete can be applied to the proposed members directly or after a slight modification; and ( 4) applying the proposed structural members,especially the thin-walled steel-concrete composite members containing large-size demolished concrete,to practical engineering is feasible and dependable,so it is an effective approach to the demolished concrete recycling.

Key words: demolished concrete, recycling use, regeneration structural member, mechanical properties, engineering application