装配式建筑中预制混凝土管柱的研究与展望
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摘要
回顾了预制混凝土管柱的研究历程,根据受力时工作机理的不同,将预制混凝土管柱分为预制混凝土空心管柱和预制混凝土组合管柱。对国内外有关预制混凝土管柱基本受力性能、抗震性能和相关节点及体系的研究现状和最新进展进行了综述和分析。结合目前预制混凝土管柱研究与应用中尚存在的问题,对今后研究重点和发展趋势做了展望,并指出基于预制混凝土管柱的特点和优势,研发各种新型装配式结构体系对促进我国装配式建筑体系的发展具有重要意义。
The research process of precast concrete tubular columns was reviewed,and it can be divided into two major categories according to the differences in working mechanism under loads: hollow precast concrete tubular column and concrete-filled precast concrete tubular column. The present status and progress of domestic and foreign research on the basic mechanical characteristics,seismic behavior,connections and systems of precast concrete tubular columns were summarized and analyzed. Combined with the existing problems in the research and application of precast concrete tubular columns,the future research focus and development trend were prospected. It is pointed out that it is of great importance to research and develop all kinds of new precast structural systems to promote the development of all types of prefabricated building system based on the characteristics and advantages of precast concrete tubular column in China.
The research process of precast concrete tubular columns was reviewed,and it can be divided into two major categories according to the differences in working mechanism under loads: hollow precast concrete tubular column and concrete-filled precast concrete tubular column. The present status and progress of domestic and foreign research on the basic mechanical characteristics,seismic behavior,connections and systems of precast concrete tubular columns were summarized and analyzed. Combined with the existing problems in the research and application of precast concrete tubular columns,the future research focus and development trend were prospected. It is pointed out that it is of great importance to research and develop all kinds of new precast structural systems to promote the development of all types of prefabricated building system based on the characteristics and advantages of precast concrete tubular column in China.
引文
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[10]张锡治,贡雪健,蔡魏巍,等.昌浩助老公寓高强混凝土预制管柱-钢梁混合装配式框架结构抗震设计[J].建筑结构,2015,45(16):82-86.
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[14]Design code:Ceb-Fip model code 1990[S].London:Thomas Telford Ltd,1993.
[15]Structural use of concrete:part I:code of practice for design and construction:BS 8110-1-1997[S].London:BSI,1997.
[16]Building code requirements for reinforced concrete(ACI318-11)and commentary[S].Farmington Hills,2014.
[17]混凝土结构设计规范:GB 50010—2010[S].北京:中国建筑工业出版社,2011.
[18]史庆轩,童岳生.环形截面偏压构件非均匀配筋承载力计算[J].工业建筑,2002,32(3):22-28.
[19]简洪钰,唐瑞霖,吴琛.钢筋混凝土环形截面受弯构件正截面强度计算[J].福建工程学院学报.2009,7(3):205-209.
[20]隆有清.环形截面钢筋混凝土受弯构件的强度计算[J].重庆交通大学学报(自然科学版),1982,1(3):69-86.
[21]刘亚平.钢筋混凝土环形及圆形截面偏心受压构件正截面强度计算的简化方法[J].工业建筑,1990,20(12):40-45.
[22]张有才.环形截面钢筋混凝土构件的正截面抗弯承载力计算的分区二次逼近法[J].工程力学,1992,9(3):101-106.
[23]VOLGYI I,WINDISCH A,FARKAS G.Resistance of reinforced concrete members with hollow circular crosssections under combined bending and shear part I:experimental investigation[J].Structural concrete,2014,15(1):13-20.
[24]吕志涛,周明华,陈友文.环形截面钢筋混凝土受弯构件的抗剪强度试验研究[J].东南大学学报(自然科学版),1980,10(4):26-31.
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[26]TURMO J,RAMOS G,APARICIO A C.Shear truss analogy for concrete members of solid and hollow circular cross section[J].Engineering Structures,2009,31(2):455-465.
[27]SHIN M,CHOI YY,SUN CH,et al.Shear strength model for reinforced concrete rectangular hollow columns[J].Engineering Structures,2013,56(56):958-969.
[28]RANZO G,PRIESTLEY M J N.Seismic performance of large RC circular hollow columns[C]//Proceedings of the 12th World Conference on Earthquake Engineering.New Zealand,2000.
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