钢管混凝土结构研究及应用的关键技术
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摘要
综述了钢管混凝土结构理论研究及应用的现状和新进展.对钢管混凝土的静力性能,长期荷载作用下的力学性能、动力性能及耐火性能等研究成果做了概述,并对其粘结性能研究、钢管高强高性能混凝土研究、火灾后剩余承载力研究等最新研究进展和关键技术进行了介绍.总结了钢管混凝土结构在拱桥和高层超高层建筑中的应用,并对其需要进一步深入研究的关键技术问题进行了探讨.
The current situation and new progression of theoretical investigation and application of concrete filled steel tubular (CFST) are summarized briefly. The investigation results of static performance of steel tubular concrete and its mechanical, dynamic, and fireproof properties under longtime action of the load are also related generally and the adhesion of that concrete is investigated also. New progression of the investigation such as that of highstrength and highperformance steel tubular concrete and its postfire residual bearing capacity is introduced together with the key techniques for them. Finally, the application of steel tubular concrete structure to the construction of arch bridges and tall buildings is briefly summarized and the key technical problems need to be further investigated are discussed.
The current situation and new progression of theoretical investigation and application of concrete filled steel tubular (CFST) are summarized briefly. The investigation results of static performance of steel tubular concrete and its mechanical, dynamic, and fireproof properties under longtime action of the load are also related generally and the adhesion of that concrete is investigated also. New progression of the investigation such as that of highstrength and highperformance steel tubular concrete and its postfire residual bearing capacity is introduced together with the key techniques for them. Finally, the application of steel tubular concrete structure to the construction of arch bridges and tall buildings is briefly summarized and the key technical problems need to be further investigated are discussed.
引文
[1] JCJ01—89,钢管混凝土结构设计与施工规程[S].
[2] CECS28:90,钢管混凝土结构设计与施工规程[S].
[3] DL/T5085—1999,钢 混凝土组合结构设计规程[S].
[4] GJB2000,战时军港抢修早强型组合结构技术规程[S].
[5] 韩林海.钢管混凝土结构[M].北京:科学出版社,2000.
[6] 钟善桐.钢管混凝土统一理论[J].哈尔滨建筑工程学院学报,1994,(6):21 27.
[7] ShanmugamNE,LakshmiB.Stateoftheartreportonsteel concretecompositecolumns[J].JournalofConstructionalSteelResearch,2001,(57):1041 1080.
[8] AhmedElremaily,AtorodAzizinamini.Behaviorandstrengthofcircularconcrete filledtubecolumns[J].JournalofConstructionalSteelResearch,2002,(58):1041 1080.
[9] ShamsM,SaadeghvaziriMA.StateoftheArtofConcrete FilledSteelTubularColumns[J].ACIStructuralJournal,1997,94(5):558 571.
[10] LinhaiHan,XiaolingZhao,ZhongTao.TestsandMechanicsModelforConcrete FilledSHSStubColumnsandBeamColumns[J].Steel＆CompositeStructures,2001,11(1):5174.
[11] 韩林海,刘 威.长期荷载作用对圆钢管混凝土压弯构件力学性能影响的研究[J].土木工程学报,2002,35(2):8 19.
[12] 韩林海,陶 忠,刘 威,等.长期荷载作用对方钢管混凝土柱承载力的影响[J].中国公路学报,2001,14(3):57 66.
[13] AmitHV,JamesMR,RichardS.Seismicbehaviorandmodelingofhigh strengthcompositeconcrete filledsteeltubebeamcolumns[J].JournalofConstructionalSteelResearch,2002,58(7):725 758.
[14] HajjarJF,MolodanA,SchilerPH.Adistributedplasticitymodelforcyclicanalysisofconcrete filledtubebeam columnsandcompositeframes[J].EngineeringStructures,1998,20(4 6):398 412.
[15] 杨有福,韩林海,范喜哲.钢管混凝土动力研究性能现状[J].哈尔滨建筑大学学报,2000,33(5):40 46.
[16] 韩林海,徐 蕾.带保护层方钢管混凝土柱耐火极限的试验研究[J].土木工程学报,2000,33(6):69 75.
[17] LinhaiHan.Fireperformanceofconcretefilledsteeltubularbeam columns[J].JournalofConstructionalSteelResearch,2001,57(6):14 29.
[18] 钟善桐.钢管混凝土中钢管与混凝土的共同工作[J].哈尔滨建筑大学学报,2001,34(1):6 10.
[19] 姜绍飞,韩林海,乔景川.钢管混凝土中钢与混凝土粘结问题初探[J].哈尔滨建筑大学学报,2000,33(2):24 28.
[20] UyB.Strengthofshortconcretefilledhighstrengthsteelboxcolumns[J].JournalofConstructionalSteelResearch,2001,57(2):113 134.
[21] 谭克锋,蒲心诚,蔡绍怀.钢管超高强混凝土的性能与极限承载力的研究[J].建筑结构学报,1999,20(1):10 15.
[22] 王 湛,甄永辉.钢管高强混凝土压弯构件滞回性能的研究[J].地震工程与工程振动,2000,20(4):51 55.
[23] 韩林海,杨有福,霍静思.钢管混凝土柱火灾作用后剩余承载力的试验研究[J].工程力学,2001,18(6):100 109.
[24] Lin HaiHAN,HuaYang,Shu LiangCheng.ResidualstrengthofconcretefilledRHSstubcolumnsafterexposuretohightemperature[J].AdvancesinStructuralEngineering,2002,6(2):123 134.
[25] 容柏生.高层建筑钢管混凝土柱节点设计及构造设计研究[J].建筑结构,1999,(10):36 40.
[26] 蔡 健,黄泰赟,苏恒强.新型钢管混凝土中柱劲性环梁式节点的设计方法初探[J].土木工程学报,2002,35(1):6 10.
[27] 陈宝春.钢管混凝土拱桥设计与施工[M].北京:人民交通出版社,1999.
[28] 钟善桐.高层钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1999.
[2] CECS28:90,钢管混凝土结构设计与施工规程[S].
[3] DL/T5085—1999,钢 混凝土组合结构设计规程[S].
[4] GJB2000,战时军港抢修早强型组合结构技术规程[S].
[5] 韩林海.钢管混凝土结构[M].北京:科学出版社,2000.
[6] 钟善桐.钢管混凝土统一理论[J].哈尔滨建筑工程学院学报,1994,(6):21 27.
[7] ShanmugamNE,LakshmiB.Stateoftheartreportonsteel concretecompositecolumns[J].JournalofConstructionalSteelResearch,2001,(57):1041 1080.
[8] AhmedElremaily,AtorodAzizinamini.Behaviorandstrengthofcircularconcrete filledtubecolumns[J].JournalofConstructionalSteelResearch,2002,(58):1041 1080.
[9] ShamsM,SaadeghvaziriMA.StateoftheArtofConcrete FilledSteelTubularColumns[J].ACIStructuralJournal,1997,94(5):558 571.
[10] LinhaiHan,XiaolingZhao,ZhongTao.TestsandMechanicsModelforConcrete FilledSHSStubColumnsandBeamColumns[J].Steel＆CompositeStructures,2001,11(1):5174.
[11] 韩林海,刘 威.长期荷载作用对圆钢管混凝土压弯构件力学性能影响的研究[J].土木工程学报,2002,35(2):8 19.
[12] 韩林海,陶 忠,刘 威,等.长期荷载作用对方钢管混凝土柱承载力的影响[J].中国公路学报,2001,14(3):57 66.
[13] AmitHV,JamesMR,RichardS.Seismicbehaviorandmodelingofhigh strengthcompositeconcrete filledsteeltubebeamcolumns[J].JournalofConstructionalSteelResearch,2002,58(7):725 758.
[14] HajjarJF,MolodanA,SchilerPH.Adistributedplasticitymodelforcyclicanalysisofconcrete filledtubebeam columnsandcompositeframes[J].EngineeringStructures,1998,20(4 6):398 412.
[15] 杨有福,韩林海,范喜哲.钢管混凝土动力研究性能现状[J].哈尔滨建筑大学学报,2000,33(5):40 46.
[16] 韩林海,徐 蕾.带保护层方钢管混凝土柱耐火极限的试验研究[J].土木工程学报,2000,33(6):69 75.
[17] LinhaiHan.Fireperformanceofconcretefilledsteeltubularbeam columns[J].JournalofConstructionalSteelResearch,2001,57(6):14 29.
[18] 钟善桐.钢管混凝土中钢管与混凝土的共同工作[J].哈尔滨建筑大学学报,2001,34(1):6 10.
[19] 姜绍飞,韩林海,乔景川.钢管混凝土中钢与混凝土粘结问题初探[J].哈尔滨建筑大学学报,2000,33(2):24 28.
[20] UyB.Strengthofshortconcretefilledhighstrengthsteelboxcolumns[J].JournalofConstructionalSteelResearch,2001,57(2):113 134.
[21] 谭克锋,蒲心诚,蔡绍怀.钢管超高强混凝土的性能与极限承载力的研究[J].建筑结构学报,1999,20(1):10 15.
[22] 王 湛,甄永辉.钢管高强混凝土压弯构件滞回性能的研究[J].地震工程与工程振动,2000,20(4):51 55.
[23] 韩林海,杨有福,霍静思.钢管混凝土柱火灾作用后剩余承载力的试验研究[J].工程力学,2001,18(6):100 109.
[24] Lin HaiHAN,HuaYang,Shu LiangCheng.ResidualstrengthofconcretefilledRHSstubcolumnsafterexposuretohightemperature[J].AdvancesinStructuralEngineering,2002,6(2):123 134.
[25] 容柏生.高层建筑钢管混凝土柱节点设计及构造设计研究[J].建筑结构,1999,(10):36 40.
[26] 蔡 健,黄泰赟,苏恒强.新型钢管混凝土中柱劲性环梁式节点的设计方法初探[J].土木工程学报,2002,35(1):6 10.
[27] 陈宝春.钢管混凝土拱桥设计与施工[M].北京:人民交通出版社,1999.
[28] 钟善桐.高层钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1999.
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