全装配式低损伤板墙结构研究与应用
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摘要
作为装配式建筑的一种结构形式,全装配式低损伤板墙结构具有施工简便,经济易行,易复制和推广等特点,通过系统介绍国内外该结构形式的工程应用与研究进展,对预制预应力板墙结构的发展及应用前景进行分析,加快该结构体系的技术化和市场化。
As a structural form of precast construction,low damage precast slab and wall structure has several features such as simple construction,good economy and easy to copy and generalize etc. Through systematically introducing the engineering application and research progress of the structure form at home and abroad,this article will analyze the development and application prospect in order to accelerate the progress of technologization and marketization of this structure system.
As a structural form of precast construction,low damage precast slab and wall structure has several features such as simple construction,good economy and easy to copy and generalize etc. Through systematically introducing the engineering application and research progress of the structure form at home and abroad,this article will analyze the development and application prospect in order to accelerate the progress of technologization and marketization of this structure system.
引文
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[2]SIDNEY F.Stone Veneer-faced Precast Concrete Panels[J].PCI Journal,2000(4):72-99.
[3]曲哲,叶列平.摇摆墙-框架体系的抗震损伤机制控制研究[J].地震工程与工程振动,2011,31(4):40-50.
[4]李少泉,方鄂华.无粘结预应力板墙结构的强度与变形性能[J].烟台大学学报,1996(2):72-78.
[5]张鸿庄.预应力板墙结构的抗震性能[J].华东交通大学学报,1993,10(3):27-40.
[6]宋德文,刘永辉,高翠玲.大跨度无粘结预应力板-柱与板-墙结构在高层建筑中的应用[J].辽宁建材,2008(5):40-41.
[7]李少泉,方鄂华.高层大开间板墙结构弹塑性地震反应[J].烟台大学学报,1996(4):72-78.
[8]装配式混凝土结构技术规程:JGJ 1-2014[S].
[9]吕西林,陈云,毛苑君.结构抗震设计的新概念--可恢复功能结构[J].同济大学学报,2011,39(7):941-948.
[10]曹海韵,潘鹏,吴守君,等.框架-摇摆墙结构体系中连接节点试验研究[J].建筑结构学报,2012,33,(12):38-46.
[11]过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2003.
[12]混凝土结构工程施工规范:GB 50666-2011[S].
[13]混凝土结构工程施工质量验收规范:GB 50204-2015[S].
[14]王爱兰,王仑,焦建军,等.装配整体式混凝土剪力墙结构施工关键技术[J].建筑技术,2015,46(3):212-215.
[2]SIDNEY F.Stone Veneer-faced Precast Concrete Panels[J].PCI Journal,2000(4):72-99.
[3]曲哲,叶列平.摇摆墙-框架体系的抗震损伤机制控制研究[J].地震工程与工程振动,2011,31(4):40-50.
[4]李少泉,方鄂华.无粘结预应力板墙结构的强度与变形性能[J].烟台大学学报,1996(2):72-78.
[5]张鸿庄.预应力板墙结构的抗震性能[J].华东交通大学学报,1993,10(3):27-40.
[6]宋德文,刘永辉,高翠玲.大跨度无粘结预应力板-柱与板-墙结构在高层建筑中的应用[J].辽宁建材,2008(5):40-41.
[7]李少泉,方鄂华.高层大开间板墙结构弹塑性地震反应[J].烟台大学学报,1996(4):72-78.
[8]装配式混凝土结构技术规程:JGJ 1-2014[S].
[9]吕西林,陈云,毛苑君.结构抗震设计的新概念--可恢复功能结构[J].同济大学学报,2011,39(7):941-948.
[10]曹海韵,潘鹏,吴守君,等.框架-摇摆墙结构体系中连接节点试验研究[J].建筑结构学报,2012,33,(12):38-46.
[11]过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2003.
[12]混凝土结构工程施工规范:GB 50666-2011[S].
[13]混凝土结构工程施工质量验收规范:GB 50204-2015[S].
[14]王爱兰,王仑,焦建军,等.装配整体式混凝土剪力墙结构施工关键技术[J].建筑技术,2015,46(3):212-215.