|Table of Contents|

Research progress on application of new filling materials in concrete-filled steel tube structures(PDF)

长安大学学报（自然科学版）[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2023年2期
Page:
54-68
Research Field:
桥梁与隧道工程
Publishing date:

Info

Title:
Research progress on application of new filling materials in concrete-filled steel tube structures
Author(s):
LYU Jing;  YAO Shao-nan;  ZHAO Huan;  ZHOU Tian-hua;  XI Pei-feng
(School of Civil Engineering, Chang’an University, Xi’an 710061, Shaanxi, China)
Keywords:
structural engineering;  CFST structure;  new filling material;  high performance concrete;  green concrete;  lightweight concrete;  mechanical property;  literature review
PACS:
TU398.9
DOI:
10.19721/j.cnki.1671-8879.2023.02.006
Abstract:
Application of new filling materials in concrete filled steel tube(CFST)structures plays an active role in improving the pouring quality of traditional CFST structures, increasing the load-bearing capacity, promoting green development and so on. In order to promote application of new materials in the field of CFST structures, the application of high performance concrete, green concrete, lightweight concrete and other new materials in CFST structures were reviewed, and the existing problems and future research directions in the application of new filling materials in CFST structures were also prospected. The results show that the pouring quality of traditional CFST structures can be improved by using self-compacting concrete significantly. The shrinkage of core concrete can be reduced by using self-stressing concrete, meanwhile, the cooperating ability between steel tube and core concrete can be enhanced. The use of high-strength concrete is conducive to giving full play to the high bearing capacity of CFST structures. Numerous shortcomings of traditional CFST structures can be systematically solved by the new concrete prepared by combining self-compacting concrete, self-stressing concrete and high-strength concrete. Application of green concrete in CFST structures can promote the green and low-carbon development of CFST structures, and is one of the effective means to realize the sustainable development of CFST structures. Application of lightweight aggregate concrete in CFST structures can significantly reduce the self-weight of CFST structures, meanwhile, the shortcomings of lightweight aggregate concrete such as high brittleness and low strength can be also improved. Although lots of research work has been carried out on the application of new filling materials in CFST structures, there is still a lack of systematic summary of the performance of concrete-filled steel tube structures filled with new filling materials, an in-depth summary and analysis is necessary to carry out. In addition, the continuous optimization of the performance of the new filling materials and the comprehensive evaluation of the mechanical properties, deformation characteristics, durability and economy of CFST filled with new filling materials will be focus in the future.11 figs, 70 refs.

References:

[1] 聂建国.钢-混凝土组合结构原理与实例[M].北京:科学出版社,2009.
NIE Jian-guo.Composite structures of steel and concrete:Theory and practice[M].Beijing:Science Press,2009.
[2]韩林海,牟廷敏,王法承,等.钢管混凝土混合结构设计原理及其在桥梁工程中的应用[J].土木工程学报,2020,53(5):1-24.
HAN Lin-hai,MU Ting-min,WANG Fa-cheng,et al.Design theory of CFST(concrete-filled steel tubular)mixed structures and its applications in bridge engineering[J].China Civil Engineering Journal,2020,53(5):1-24.
[3]赵均海,樊军超,胡 壹,等.复式钢管混凝土结构研究现状与发展趋势[J].长安大学学报(自然科学版),2022,42(1):1-15.
ZHAO Jun-hai,FAN Jun-chao,HU Yi,et al.Research status and development trend of concrete-filled double steel tube structures[J].Journal of Chang’an University(Natural Science Edition),2022,42(1):1-15.
[4]QU X S,LIU Q.Bond strength between steel and self-compacting lower expansion concrete in composite columns[J].Journal of Constructional Steel Research,2017,139:176-187.
[5]HAN L H,YAO G H.Experimental behaviour of thin-walled hollow structural steel(HSS)columns filled with self-consolidating concrete(SCC)[J].Thin-Walled Structures,2004,42(9):1357-1377.
[6]丁发兴,余志武.圆钢管自密实混凝土纯弯力学性能[J].交通运输工程学报,2006,6(1):63-68,79.
DING Fa-xing,YU Zhi-wu.Pure bending properties of self-compacting concrete filled circular steel tube[J].Journal of Traffic and Transportation Engineering,2006,6(1):63-68,79.
[7]常 旭,蔺海晓,黄承逵.自应力钢管混凝土轴压短柱力学性能研究[J].河南理工大学学报(自然科学版),2009,28(4):496-501.
CHANG Xu,LIN Hai-xiao,HUANG Cheng-kui.Study on the mechanical performance of self-stressing concrete-filled steel tube short column under axial loading[J].Journal of Henan Polytechnic University(Natural Science),2009,28(4):496-501.
[8]尚作庆,黄承逵,常 旭,等.钢管自应力混凝土柱抗震性能试验研究[J].地震工程与工程振动,2008,28(3):77-81.
SHANG Zuo-qing,HUANG Cheng-kui,CHANG Xu,et al.Experimental research on shear-resistance properties of self-stressing concrete filled steel tube[J].Journal of Earthquake Engineering and Engineering Vibration,2008,28(3):77-81.
[9]顾维平,蔡绍怀,冯文林.钢管高强混凝土的性能与极限强度[J].建筑科学,1991,7(1):23-27.
GU Wei-ping,CAI Shao-huai,FENG Wen-lin.Behavior and ultimate strength of steel tubes filled with high-strength concrete[J].Building Science,1991,7(1):23-27.
[10]韩林海.钢管高强混凝土轴压力学性能的理论分析与试验研究[J].工业建筑,1997,27(11):39-44,13.
HAN Lin-hai.Theoretical analyses and experimental researches for the behaviors of high strength concrete filled steel tubes subjected to axial compression[J].Industrial Construction,1997,27(11):39-44,13.
[11]郭兰慧,张素梅,王玉银.方形、矩形钢管高强混凝土受弯构件的理论分析与试验研究[J].钢结构,2002,17(6):29-33,3.
GUO Lan-hui,ZHANG Su-mei,WANG Yu-yin.Experimental research and theoretical analysis on flexural behavior of high-strength concrete-filled square and rectangular steel tubes[J].Steel Construction,2002,17(6):29-33,3.
[12]柯晓军,孙海洋,陈宗平,等.钢管高强混凝土界面力学性能试验研究及黏结强度计算[J].建筑结构学报,2015,36(增1):401-406.
KE Xiao-jun,SUN Hai-yang,CHEN Zong-ping,et al.Interface mechanical behavior test and bond strength calculation of high-strength concrete filled circular steel tube[J].Journal of Building Structures,2015,36(S1):401-406.
[13]伊新富,方鸿强.钢管高强混凝土压弯构件抗震性能的试验研究[J].建筑钢结构进展,2004,6(2):23-32.
YI Xin-fu,FANG Hong-qiang.Experimental study on the seismic performance of concrete filled steel tubular columns[J].Progress in Steal Building Structures,2004,6(2):23-32.
[14]徐 磊.钢管自应力免振混凝土轴压柱设计理论研究[D].大连:大连理工大学,2006.
XU Lei.Research on the design theory for self-stressing and self-compacting concrete filled steel tube column under axial load[D].Dalian:Dalian University of Technology,2006.
[15]HUANG C K,SHANG Z Q,ZHANG P.Experimental research on self-stressing and self-compacting concrete filled steel tube columns subjected to eccentric load[J].Frontiers of Architecture and Civil Engineering in China,2009,3(4):455-461.
[16]常 旭.钢管自应力免振混凝土结构力学性能研究[D].大连:大连理工大学,2008.
CHANG Xu.Research on self-stressing and self-compacting concrete filled steel tube structures[D].Dalian:Dalian University of Technology,2008.
[17]尚作庆.钢管自应力自密实混凝土柱力学性能研究[D].大连:大连理工大学,2007.
SHANG Zuo-qing.Research on mechanical behavior of self-stressing and self-compacting concrete filled steel tube columns[D].Dalian:Dalian University of Technology,2007.
[18]SARI M.High strength self-compacting concrete original solutions associating organic and inorganic admixtures[J].Cement and Concrete Research,1999,29(6):813-818.
[19]郭增荣.C100自密实钢管混凝土在深圳南方国际广场的应用[J].混凝土,2004(8):53-56.
GUO Zeng-rong.Application of C100 self-compacting concrete-filled tubes in Southern International Plaza[J].Concrete,2004(8):53-56.
[20]朱美春,王清湘,冯秀峰.轴心受压钢骨-方钢管自密实高强混凝土短柱的力学性能研究[J].土木工程学报,2006,39(6):35-41.
ZHU Mei-chun,WANG Qing-xiang,FENG Xiu-feng.Behavior of axially-loaded square steel tube short columns filled with steel-reinforced self-consolidating high-strength concrete[J].China Civil Engineering Journal,2006,39(6):35-41.
[21]徐礼华,徐 鹏,侯玉杰,等.多边多腔钢管自密实高强混凝土短柱轴心受压性能试验研究[J].土木工程学报,2017,50(1):37-45.
XU Li-hua,XU Peng,HOU Yu-jie,et al.Experimental study on axial compression behavior of short polygonal multi-cell and self-compacting high-strength CFST columns[J].China Civil Engineering Journal,2017,50(1):37-45.
[22]朱美春,王清湘,刘士润,等.钢骨-方钢管自密实高强混凝土轴压长柱试验研究[J].大连理工大学学报,2006,46(6):875-879.
ZHU Mei-chun,WANG Qing-xiang,LIU Shi-run,et al.Experimental study of centrally loaded square steel tubular slender columns filled with steel-reinforced self-consolidating high-strength concrete[J].Journal of Dalian University of Technology,2006,46(6):875-879.
[23]何益斌,肖阿林,郭 健,等.钢骨-钢管自密实高强混凝土偏压柱力学性能试验研究[J].建筑结构学报,2010,31(4):102-109.
HE Yi-bin,XIAO A-lin,GUO Jian,et al.Experimental study on behavior of eccentrically loaded steel-reinforced self-compacting high-strength concrete filled steel tubular columns[J].Journal of Building Structures,2010,31(4):102-109.
[24]朱美春,刘建新,王清湘.钢骨-方钢管高强混凝土柱抗震性能试验研究[J].土木工程学报,2011,44(7):55-63.
ZHU Mei-chun,LIU Jian-xin,WANG Qing-xiang.Experimental study of seismic behavior of square steel tubes filled with steel-reinforced high-strength concrete[J].China Civil Engineering Journal,2011,44(7):55-63.
[25]贾丽莉,高育欣,黄义雄,等.水胶比对于高强自应力钢管混凝土膨胀性能的影响[J].硅酸盐通报,2015,34(6):1620-1625.
JIA Li-li,GAO Yu-xin,HUANG Yi-xiong,et al.Influence of water-cement ratio on expansion properties of high strength self-stressing concrete filled steel tube[J].Bulletin of the Chinese Ceramic Society,2015,34(6):1620-1625.
[26]徐礼华,吴 敏,周鹏华,等.钢管自应力自密实高强混凝土短柱轴心受压承载力试验研究[J].工程力学,2017,34(3):93-100.
XU Li-hua,WU Min,ZHOU Peng-hua,et al.Experimental investigation on high-strength self-stressing and self-compacting concrete filled steel tube columns subjected to uniaxial compression[J].Engineering Mechanics,2017,34(3):93-100.
[27]徐礼华,徐方舟,周鹏华,等.钢管自应力自密实高强混凝土中长柱受压性能试验研究[J].土木工程学报,2016,49(11):26-34,44.
XU Li-hua,XU Fang-zhou,ZHOU Peng-hua,et al.Experimental research on axial compression performance of medium-and-long steel tubular columns filled with high-strength self-stressing self-compacting concrete[J].China Civil Engineering Journal,2016,49(11):26-34,44.
[28]徐礼华,许明耀,周鹏华,等.钢管自应力自密实高强混凝土柱偏心受压性能试验研究[J].工程力学,2017,34(7):166-176.
XU Li-hua,XU Ming-yao,ZHOU Peng-hua,et al.Experimental study on self-stressing self-compacting and high-strength concrete filled steel tubular columns under eccentric compression[J].Engineering Mechanics,2017,34(7):166-176.
[29]周鹏华,徐礼华,谷雨珊,等.钢管与其核心自应力自密实高强混凝土的粘结性能[J].武汉大学学报(工学版),2018,51(9):782-789.
ZHOU Peng-hua,XU Li-hua,GU Yu-shan,et al.Experimental study on bond behavior of self-stressing and self-compacting high strength concrete filled steel tube[J].Engineering Journal of Wuhan University,2018,51(9):782-789.
[30]KONNO K,SATO Y,KAKUTA Y,et al.The property of recycled concrete column encased by steel tube subjected to axial compression[J].Transactions of the Japan Concrete Institute,1997,19:351-358.
[31]YANG Y F,HAN L H.Compressive and flexural behaviour of recycled aggregate concrete filled steel tubes(RACFST)under short-term loadings[J].Steel and Composite Structures,2006,6(3):257-284.
[32]LYU W Q,HAN L H,HOU C.Axial compressive behaviour and design calculations on recycled aggregate concrete-filled steel tubular(RAC-FST)stub columns[J].Engineering Structures,2021,241:112452.
[33]NOUR A I.Prediction model on compressive strength of recycled aggregate concrete filled steel tube columns[J].Composites Part B:Engineering,2019,173:106938.
[34]陈宗平,徐金俊,薛建阳.取代率对钢管再生混凝土短柱轴压性能退化的影响分析[J].实验力学,2014,29(2):207-214.
CHEN Zong-ping,XU Jin-jun,XUE Jian-yang.Influence of replacement ratio on axial compression performance degradation of recycled aggregate concrete-filled steel tube short column[J].Journal of Experimental Mechanics,2014,29(2):207-214.
[35]张向冈,陈宗平,薛建阳,等.钢管再生混凝土轴压长柱试验研究及力学性能分析[J].建筑结构学报,2012,33(9):12-20.
ZHANG Xiang-gang,CHEN Zong-ping,XUE Jian-yang,et al.Experimental study and mechanical behavior analysis of recycled aggregate concrete filled steel tubular long columns under axial compression[J].Journal of Building Structures,2012,33(9):12-20.
[36]陈宗平,郑述芳,李启良,等.方钢管再生混凝土长柱偏心受压承载性能试验研究[J].建筑结构学报,2012,33(9):21-29.
CHEN Zong-ping,ZHENG Shu-fang,LI Qi-liang,et al.Experimental study on behavior of recycled aggregate concrete filled square steel tubular long columns under eccentric compression loading[J].Journal of Building Structures,2012,33(9):21-29.
[37]DONG H Y,CHEN X,CAO W,et al.Bond behavior of high-strength recycled aggregate concrete-filled large square steel tubes with different connectors[J].Engineering Structures,2020,211:110392.
[38]张望喜,解圆聪,张倚天,等.锈蚀圆钢管混凝土短柱轴压承载力计算方法与修正公式[J].长安大学学报(自然科学版),2022,42(5):52-61.
ZHANG Wang-xi,XIE Yuan-cong,ZHANG Yi-tian,et al.Calculation method and modification of axial bearing capacity of corroded circular concrete filled steel tubular stub columns[J].Journal of Chang’an University:Natural Science Edition,2022,42(5):52-61.
[39]XU J J,CHEN Z P,ZHAO X Y,et al.Seismic performance of circular recycled aggregate concrete-filled steel tubular columns:FEM modelling and sensitivity analysis[J].Thin-Walled Structures,2019,141:509-525.
[40]吴 波,刘 伟,刘琼祥,等.钢管再生混合短柱的轴压性能试验[J].土木工程学报,2010,43(2):32-38.
WU Bo,LIU Wei,LIU Qiong-xiang,et al.Experimental study on the behavior of recycled-concrete-segment/lump filled steel tubular stub columns subjected to concentrically axial load[J].China Civil Engineering Journal,2010,43(2):32-38.
[41]吴 波,赵新宇,杨 勇.采用大尺度废弃混凝土的再生混合构件研究进展[J].华南理工大学学报(自然科学版),2012,40(10):174-183.
WU Bo,ZHAO Xin-yu,YANG Yong.Regeneration structural members containing large-size demolished concrete:A review[J].Journal of South China University of Technology(Natural Science Edition),2012,40(10):174-183.
[42]LI G C,FANG C,ZHAO X,et al.Cyclic behavior of rebar-penetrated connection between gangue concrete filled steel tubular column and reinforced gangue concrete beam[J].Advanced Steel Construction,2015,11(1):54-72.
[43]GAO S,GUO L.Utilization of coal gangue as coarse aggregates in structural concrete[J].Construction and Building Materials,2021,268:121212.
[44]郝文佳.钢管钼尾矿混凝土短柱轴压力学性能研究[D].西安:西京学院,2020.
HAO Wen-jia.Research on mechanical properties of molybdenum tailings concrete filled steel tube stub columns subjected to axial compression[D].Xi’an:Xijing University,2020.
[45]王元熙,杜喜凯,刘京红.方钢管自密实铁尾矿混凝土短柱偏压力学性能[J].河北大学学报(自然科学版),2020,40(4):351-359.
WANG Yuan-xi,DU Xi-kai,LIU Jing-hong.Biasing mechanical properties of self-compacting iron tailings concrete short columns of the square steel tubes[J].Journal of Hebei University(Natural Science Edition),2020,40(4):351-359.
[46]杜颜胜,李佳岐,陈志华,等.矩形截面钢管尾矿砂再生混凝土柱抗震性能研究[J].建筑结构学报,2022,43(11):63-73.
DU Yan-sheng,LI Jia-qi,CHEN Zhi-hua,et al.Study on seismic performance of rectangular concrete-filled steel tube columns made with tailings and recycled aggregates[J].Journal of Building Structures,2022,43(11):63-73.
[47]刘艳华,梁 力,任庆新.方钢管橡胶混凝土短柱的轴压力学性能试验[J].东北大学学报(自然科学版),2011,32(8):1198-1201,1209.
LIU Yan-hua,LIANG Li,REN Qing-xin.Mechanical properties of rubber concrete-filled square steel tubular stub columns subjected to axial loading[J].Journal of Northeastern University(Natural Science),2011,32(8):1198-1201,1209.
[48]ABENDEH R,AHMAD H S,HUNAITI Y M.Experimental studies on the behavior of concrete-filled steel tubes incorporating crumb rubber[J].Journal of Constructional Steel Research,2016,122:251-260.
[49]DUARTE A P C.Experimental study on short rubberized concrete-filled steel tubes under cyclic loading[J].Composite Structures,2016,136:394-404.
[50]ELCHALAKANI M,HASSANEIN M F,ALI K,et al.Experimental investigation of rubberised concrete-filled double skin square tubular columns under axial compression[J].Engineering Structures,2018,171:730-746.
[51]DUARTE A P C,SILVESTRE N,BRITO J D,et al.On the sustainability of rubberized concrete filled square steel tubular columns[J].Journal of Cleaner Production,2018,170:510-521.
[52]梁炯丰,陈 浩,吴华英,等.方钢管约束再生塑料混凝土中长柱轴压力学性能研究[J].混凝土,2017(1):14-16.
LIANG Jiong-feng,CHEN Hao,WU Hua-ying,et al.Study on mechanical properties of recycled plastic square tube confined concrete middle long columns under axial compression[J].Concrete,2017(1):14-16.
[53]王增亮,陈士军,鹿庆蕊,等.圆钢管约束再生塑料混凝土短柱轴压性能退化研究[J].混凝土,2018(12):15-17.
WANG Zeng-liang,CHEN Shi-jun,LU Qing-rui,et al.Research on performance degradation of circular steel tube confined recycled plastic concrete short columns under axial compression[J].Concrete,2018(12):15-17.
[54]何春锋,刘大为,梁炯丰,等.圆钢管约束再生塑料混凝土中长柱轴压力学性能研究[J].混凝土,2021(6):53-54,59.
HE Chun-feng,LIU Da-wei,LIANG Jiong-feng,et al.Study on mechanical properties of circular steel tube confined recycled plastic concrete middle-long columns under axial compression[J].Concrete,2021(6):53-54,59.
[55]LYU J,ZHOU T,DU Q,et al.Research on the bond behavior of preplaced aggregate concrete-filled steel tube columns[J].Materials(Basel,Switzerland),2020,13(2):E300.
[56]LYU J,ZHOU T H,LI K L.Investigation and application of a new low-carbon material(preplaced aggregate concrete)in concrete-filled steel tube stub columns[J].Sustainability,2020,12(5):1768.
[57]韦灼彬,刘锡良.钢管陶粒混凝土在网架结构上的应用[J].钢结构,1994,9(3):211-214.
WEI Zhuo-bin,LIU Xi-liang.Application of ceramsite concrete filled steel tubular members to space grid structure[J].Steel Construction,1994,9(3):211-214.
[58]ASSI I M,QUDEIMAT E M,HUNAITI Y M.Ultimate moment capacity of foamed and lightweight aggregate concrete-filled steel tubes[J].Steel and Composite Structures,2003,3(3):199-212.
[59]吉伯海,王晓亮,马敬海,等.钢管高强轻集料混凝土短柱轴压性能的试验研究[J].建筑结构学报,2005,26(5):60-65.
JI Bo-hai,WANG Xiao-liang,MA Jing-hai,et al.Experimental study on the behavior of high-strength lightweight aggregate concrete filled steel tube under axial compression[J].Journal of Building Structures,2005,26(5):60-65.
[60]吉伯海,周文杰,王晓亮.钢管轻集料混凝土中长柱轴压性能的试验研究[J].建筑结构学报,2007,28(5):118-123.
JI Bo-hai,ZHOU Wen-jie,WANG Xiao-liang.Experimental study on the behavior of lightweight aggregate concrete filled steel tube middle long columns under axial compression[J].Journal of Building Structures,2007,28(5):118-123.
[61]ELZIEN A,JI B H,FU Z Q,et al.The behavior of lightweight aggregate concrete filled steel tube columns under eccentric loading[J].Steel & Composite Structures,2011,11(6):469-488.
[62]傅中秋,吉伯海,陈晶晶,等.钢管轻集料混凝土组合界面黏结滑移性能[J].河海大学学报(自然科学版),2009,37(3):317-322.
FU Zhong-qiu,JI Bo-hai,CHEN Jing-jing,et al.Mechanical behaviors of bond slip at interface of lightweight aggregate concrete for steel tubes[J].Journal of Hohai University(Natural Sciences),2009,37(3):317-322.
[63]AL-SHAAR A A M,GOGUS M T.Flexural behavior of lightweight concrete and self-compacting concrete-filled steel tube beams[J].Journal of Constructional Steel Research,2018,149:153-164.
[64]吉伯海,傅中秋,瞿 涛,等.钢管轻集料混凝土抗剪承载力试验研究[J].土木工程学报,2011,44(12):25-33.
JI Bo-hai,FU Zhong-qiu,QU Tao,et al.Experimental study of the shear strength of lightweight aggregate concrete filled steel tube[J].China Civil Engineering Journal,2011,44(12):25-33.
[65]FU Z Q,JI B H,WU D Y,et al.Behaviour of lightweight aggregate concrete-filled steel tube under horizontal cyclic load[J].Steel and Composite Structures,2019,32(6):717-729.
[66]PU B C,ZHOU X H,LIU Y J,et al.echanical behavior of concrete-filled rectangular steel tubular composite truss bridge in the negative moment region[J].Journal of Traffic and Transportation Engineering(English Edition),2021,8(5):795-814.
[67]LIU J M,OU Z W,PENG W,et al.Literature review of coral concrete[J].Arabian Journal for Science and Engineering,2018,43(4):1529-1541.
[68]王 芳.钢管珊瑚混凝土柱承载力试验和理论研究[D].哈尔滨:哈尔滨工业大学,2013.
WANG Fang.Experimental and theoretical research on bearing capacity of coral-concrete filled steel tube[D].Harbin:Harbin Institute of Technology,2013.
[69]高 屹,黄 静.钢管珊瑚混凝土短柱轴压性能试验研究[J].后勤工程学院学报,2017,33(3):9-13.
GAO Yi,HUANG Jing.Experimental study on axial compression properties of coral concrete filled steel tubular short column[J].Journal of Logistical Engineering University,2017,33(3):9-13.
[70]WANG Y L,CHEN G P,WAN B L,et al.Behavior of innovative circular ice filled steel tubular stub columns under axial compression[J].Construction and Building Materials,2018,171:680-689.

Memo

Memo:
-
Last Update: 2023-03-30