密肋复合板结构与装配式大板结构的体系比较
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摘要
密肋复合板结构是一种以密肋复合墙板为主要构件,集承重、节能、保温、维护为一体的新型装配整体式结构体系,拥有独特的结构构造、良好的耗能及保温隔热性能.通过与传统大板结构在地震作用下破坏机理与抗震设防措施的对比,分析其在结构安全性、适用高度等方面与传统大板结构的不同.证明了密肋复合板结构体系有着优秀的结构性能及先进的设计理念,符合我国新时期对住宅结构发展的要求.
The multi-ribbed slab structure system is a new type of assembly structure,which contains the characteristics of load bearing,energy saving and thermal insulation.The main component is multi-ribbed composite wall with a unique structure,the fine energy-saving and insulation performance.Through the comparisons of the damage mechanism under the earthquake effect and seismic fortification measures of the multi-ribbed slab structure with that of the traditional Large Panel Structure,the differences in the structural safety and the height applicability between the two systems mentioned above are revealed in this paper.It proves that the multi-ribbed slab structure system has an outstanding structural performance as well as an advanced design concept.This structure system can meet the requirements of the residence development in China's new period.
The multi-ribbed slab structure system is a new type of assembly structure,which contains the characteristics of load bearing,energy saving and thermal insulation.The main component is multi-ribbed composite wall with a unique structure,the fine energy-saving and insulation performance.Through the comparisons of the damage mechanism under the earthquake effect and seismic fortification measures of the multi-ribbed slab structure with that of the traditional Large Panel Structure,the differences in the structural safety and the height applicability between the two systems mentioned above are revealed in this paper.It proves that the multi-ribbed slab structure system has an outstanding structural performance as well as an advanced design concept.This structure system can meet the requirements of the residence development in China's new period.
引文
[1]DB 13(J)64—2006,密肋壁板结构技术规程[S].河北省工程建设标准,2006.DB 13(J)64—2006,Technical specification for multi-ribbed slab structure[S].Hebei Provincial Standard forEngineering Construction,2006.(in Chinese)
[2]JGJ 1—91,装配式大板居住建筑设计和施工规程[S].中华人民共和国行业标准,1991.JGJ 1—91,Design and construct specification for fabricat-ed large panel structure[S].Professional Standard of thePeople’s Republic of China,1991.(in Chinese)
[3]贾英杰.中高层密肋壁板结构计算理论及设计方法研究[D].西安:西安建筑科技大学,2004.JIA Yingjie.Research on computational theory and designmethod of moderate high-rise multi-ribbed slab structure[D].Xi’an:Xi’an University of Architecture and Tech-nology,2004.(in Chinese)
[4]王晓东.装配式大板结构的抗震性能分析[D].北京:中国地震局工程力学研究所,2009.WANG Xiaodong.Seismic behavior analysis of fabricatedlarge panel structure[D].Beijing:Institute of EngineeringMechanics of China Earthquake Administration,2009.(inChinese)
[5]王爱民,姚谦峰,吴敏哲.中高层密肋壁板结构弯剪受力性能有限元分析[J].工业建筑,2005,35,(10):20-22.WANG Aiming,YAO Qianfen,WU Minzhe.Finite ele-ment analysis of bending-shearing performance of middle-high multi-ribbed wall slab structure[J].Industrial Con-struction,2005,35,(10):20-22.(in Chinese)
[2]JGJ 1—91,装配式大板居住建筑设计和施工规程[S].中华人民共和国行业标准,1991.JGJ 1—91,Design and construct specification for fabricat-ed large panel structure[S].Professional Standard of thePeople’s Republic of China,1991.(in Chinese)
[3]贾英杰.中高层密肋壁板结构计算理论及设计方法研究[D].西安:西安建筑科技大学,2004.JIA Yingjie.Research on computational theory and designmethod of moderate high-rise multi-ribbed slab structure[D].Xi’an:Xi’an University of Architecture and Tech-nology,2004.(in Chinese)
[4]王晓东.装配式大板结构的抗震性能分析[D].北京:中国地震局工程力学研究所,2009.WANG Xiaodong.Seismic behavior analysis of fabricatedlarge panel structure[D].Beijing:Institute of EngineeringMechanics of China Earthquake Administration,2009.(inChinese)
[5]王爱民,姚谦峰,吴敏哲.中高层密肋壁板结构弯剪受力性能有限元分析[J].工业建筑,2005,35,(10):20-22.WANG Aiming,YAO Qianfen,WU Minzhe.Finite ele-ment analysis of bending-shearing performance of middle-high multi-ribbed wall slab structure[J].Industrial Con-struction,2005,35,(10):20-22.(in Chinese)
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