隧道模房屋结构的建筑特点及抗震研究进展
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摘要
隧道模房屋结构在欧洲是一种比较流行的结构体系。介绍了这种结构体系在经济、施工安装等方面的优点,叙述了现浇钢筋混凝土剪力墙、楼板及外挂板等结构体系的特点和构造方法,介绍了这种结构体系的传力方式,以及这种体系抗震性能的优缺点和存在问题,目的就是对中国建设隧道模房屋结构起一定的推动作用。
The structure of tunnel form building is a more popular structural system in European.Some advantages of this construction method including economical properties,fabrication and erection convenience are introduced in this paper.The properties and configuration of structural systems about reinforcement concrete shear wall,floor and out plate are presented here.The loads bearing systems,the advantages and disadvantages of seismic properties about the structure and problems persisted have also been introduced.The aim is improving application of tunnel form buildings in China.
The structure of tunnel form building is a more popular structural system in European.Some advantages of this construction method including economical properties,fabrication and erection convenience are introduced in this paper.The properties and configuration of structural systems about reinforcement concrete shear wall,floor and out plate are presented here.The loads bearing systems,the advantages and disadvantages of seismic properties about the structure and problems persisted have also been introduced.The aim is improving application of tunnel form buildings in China.
引文
[1]M tech G roup Ltd.Soc ialHousing Leads The W ay InO ff-S ite Construction.
[2]王绍民.我国大模板推广应用中的若干问题.建筑技术,2000;(8):525-527.
[3]胡世德.高层建筑的发展与施工技术展望.施工技术,1997;(7):4-6.
[4]施炳华.我国建筑模板技术50年.施工技术,1999;(3):1-3.
[5]陈武生.钢框胶合板半隧道模板施工技术.建筑施工,1991;(2):6-8.
[6]黄勇,等.隧道模在汾河二库水利工程中的应用.施工技术,2001;(4):19-20.
[7]刘廷海.隧道模施工法.建筑工人,1992;(9):63-64.
[8]胡世德.国内外近年高层建筑的发展及所采用的施工技术.建筑技术,1999;(11):1-8.
[9]施炳华,等.钢框胶合板半隧道模板的设计与应用.施工技术,1990;(3):13-18.
[10]Outinord Company.E ffic ient concrete construction.
[11]W illiam C B rown,David L Scott,David G J.Dechamp lain.Bu ild ing Sc ience Details for Arch itec-tural precast concrete Sandw ich Panels.Bu ild ings VI-II/W all Design and Bu ild ing Sc ience Practices.O tta-wa,Ont.,Canada.
[12]J G lass.Contribution of cem ent and concrete to amore sustainab le bu ilt environm ent.B ritish cem entAssoc iation Pub lication.1997.381.
[13]混凝土结构设计规范(GB50010-2001).
[14]建筑抗震设计规范(GB50011-2001).
[15]装配式大板居住建筑设计和施工规程(JG J1-91).
[16]宋国华,柳炳康,王东炜.装配式大板结构竖缝抗震性能试验研究.世界地震工程,2002;18(1).
[17]宋国华,王东炜,柳炳康,等.装配式大板结构竖缝抗剪承载力与接缝宽度的关系.河南科学,2002;20(2).
[18]Can Balkaya and Erol Kalkan.Non linear se ism ic re-sponse evaluation of tunnel form bu ild ing structures.Computers and Structures 81(2003)153-165.
[19]Iain M ac leod.Lateral stiffness of shear walls w ith o-pen ings.Departm ent of c ivil Engineering,G lasgowUn iversity.
[20]Hrenn ikoff A.Solution of prob lem s of elastic ity bythe fram ework m ethod,Jour.O f App.M ech.8,A169,1941.
[21]孙树立,陈璞,袁明武.剪力墙的面外刚度对建筑结构计算结果的影响.计算力学学报.1999;16(4).
[22]Nasredd in E l-M ezain i and Ergin C itip itioglu.F in iteelem ent analysis of prestressed and re inforced con-crete structures.Journal of structural engineering.1991;117(10).
[2]王绍民.我国大模板推广应用中的若干问题.建筑技术,2000;(8):525-527.
[3]胡世德.高层建筑的发展与施工技术展望.施工技术,1997;(7):4-6.
[4]施炳华.我国建筑模板技术50年.施工技术,1999;(3):1-3.
[5]陈武生.钢框胶合板半隧道模板施工技术.建筑施工,1991;(2):6-8.
[6]黄勇,等.隧道模在汾河二库水利工程中的应用.施工技术,2001;(4):19-20.
[7]刘廷海.隧道模施工法.建筑工人,1992;(9):63-64.
[8]胡世德.国内外近年高层建筑的发展及所采用的施工技术.建筑技术,1999;(11):1-8.
[9]施炳华,等.钢框胶合板半隧道模板的设计与应用.施工技术,1990;(3):13-18.
[10]Outinord Company.E ffic ient concrete construction.
[11]W illiam C B rown,David L Scott,David G J.Dechamp lain.Bu ild ing Sc ience Details for Arch itec-tural precast concrete Sandw ich Panels.Bu ild ings VI-II/W all Design and Bu ild ing Sc ience Practices.O tta-wa,Ont.,Canada.
[12]J G lass.Contribution of cem ent and concrete to amore sustainab le bu ilt environm ent.B ritish cem entAssoc iation Pub lication.1997.381.
[13]混凝土结构设计规范(GB50010-2001).
[14]建筑抗震设计规范(GB50011-2001).
[15]装配式大板居住建筑设计和施工规程(JG J1-91).
[16]宋国华,柳炳康,王东炜.装配式大板结构竖缝抗震性能试验研究.世界地震工程,2002;18(1).
[17]宋国华,王东炜,柳炳康,等.装配式大板结构竖缝抗剪承载力与接缝宽度的关系.河南科学,2002;20(2).
[18]Can Balkaya and Erol Kalkan.Non linear se ism ic re-sponse evaluation of tunnel form bu ild ing structures.Computers and Structures 81(2003)153-165.
[19]Iain M ac leod.Lateral stiffness of shear walls w ith o-pen ings.Departm ent of c ivil Engineering,G lasgowUn iversity.
[20]Hrenn ikoff A.Solution of prob lem s of elastic ity bythe fram ework m ethod,Jour.O f App.M ech.8,A169,1941.
[21]孙树立,陈璞,袁明武.剪力墙的面外刚度对建筑结构计算结果的影响.计算力学学报.1999;16(4).
[22]Nasredd in E l-M ezain i and Ergin C itip itioglu.F in iteelem ent analysis of prestressed and re inforced con-crete structures.Journal of structural engineering.1991;117(10).
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