摘要
乌兹别克某银行办公总部项目建设地点位于乌兹别克斯坦共和国塔什干市塔什干新城6号地块,该地块建设包括超高层办公楼及中央地下停车场。总建筑面积22万m^(2),塔楼最高33层,达147m,混凝土最高强度等级为C60。根据本项目地勘报告,设计采用了中国规范的抗震设防烈度9度,基本地震加速度值为0.40g,设防地震分组为第三组,抗震要求极高。而因乌兹当地抗震规范无法适用现代化超高层建筑设计、施工的要求,故本项目按约在乌兹别克斯坦当地规范基础上,围绕中国国内的设计、施工规范进行深化。
The construction site of the office headquarters project of a bank in Uzbekistan is located in Plot 6,Tashkent New City,Tashkent City,the Republic of Uzbekistan.The construction of this plot includes super high-rise office building and central underground parking lot.The total building area is 220,000 m2,the tower has a maximum of 33 floors,reaching 147m,and the maximum strength grade of concrete is C60.According tothe geological survey report of this project,the seismic fortification intensity of 9 degrees specified in the Chinese code is adopted in the design,the basic seismic acceleration value is 0.40g,and the fortification earthquake is grouped into the third group,with extremely high seismic requirements.Since the local seismic code of Uzbekistan cannot apply to the design and construction requirements of modern super high-rise buildings,the project is deepened based on the local codes of Uzbekistan and around the domestic design and construction codes of China.
作者
陈秋晨
CHEN Qiuchen(Shanghai Construction No.5 Construction Group Co.,Ltd.,Shanghai,200063,China)
出处
《工程建设(维泽科技)》
2022年第12期139-142,共4页
Engineering Construction
关键词
9度抗震区
超高层结构
高标号混凝土
施工综合技术
9 degree seismic zone
super high-rise structure
high grade concrete
comprehensive construction technology