沙特吉达保障房项目结构分析与BIM应用
引用文献：
张海东 胡克楠 王振伟 尚晓海 王朔 王瑞强 周小愉. 沙特吉达保障房项目结构分析与BIM应用[J]. 建筑结构，2023，48（13）：129-134.
ZHANG Haidong HU Kenan WANG Zhenwei SHANG Xiaohai WANG Shuo WANG Ruiqiang ZHOU Xiaoyu. Structural analysis and BIM application of affordable housing project in Jeddah, Saudi Arabia[J]. Building Structure，2023,48（13）：129-134.
摘要：沙特吉达保障房项目采用装配整体式剪力墙结构，按照美国规范及沙特规范对本项目进行结构计算和结构设计。运用ETABS软件对结构进行建模分析，并对比了美国规范与中国规范要求的差异。按美国规范对装配式建筑的要求进行了结构拆分、构件设计。采用BIM技术进行深化设计和碰撞检查。预制墙体的水平连接采用钢丝绳套灌浆连接，竖向连接采用波纹管浆锚连接。本项目虽然装配率高于75%,但安装方便、施工周期短、成本与现浇基本持平，值得借鉴推广。
关键词：剪力墙结构；装配式建筑；钢丝绳套灌浆连接；波纹管浆锚连接；中美规范对比；
基金：中建七局科技研发计划资助(CSCEC7b-2020-z-7)。
尊敬的用户，本篇文章需要2元，点击支付交费后阅读
限时优惠福利：领取VIP会员
全年期刊、会议视频
全部免费！培训视频打折！
全年期刊、会议视频
全部免费！培训视频打折！
参考文献[1] 李赫，罗超英，刘军，等.中美抗震规范的差异对比研究[J].建筑结构，2011,41(9):123-126.
[2] 叶子健.中美欧混凝土结构设计规范对比研究[J].建筑结构，2020,50(S2):512-518.
[3] Minimum design loads for buildings and other structures:ASCE/SEI 7-10[S].Reston:American Society of Civil Engineers,2010.
[4] Saudi building code requirements structural loading and forces:SBC 301[S].Riyadh:Saudi Building Code National Committee,2007.
[5] Building code requirements for structural concrete and commentary:ACI 318-14[S].Farmington Hill,MI:American Concrete Institute,2014.
[6] Standard specification for deformed and plain carbon-steel bars for concrete reinforcement:ASTM A615/A615M-16[S].West Conshohocken:American Society for Testing and Materials,2016.
[7] 罗开海，王亚勇.中美欧抗震设计规范地震动参数换算关系的研究[J].建筑结构，2006,36(8):103-107.
[8] 建筑抗震设计规范：GB 50011—2010[S].2016年版.北京：中国建筑工业出版社，2016.
[9] 肖从真，刘鹏，徐自国，等.钢筋混凝土框架核心筒高层建筑结构中美规范设计对比[J].建筑结构学报，2019,40(2):70-76.
[10] PCI design handbook:precast and prestressed concrete [M].7th ed.Chicago:Precast/Prestressed Concrete Institute,2010.
[11] 装配式混凝土结构技术规程：JGJ 1—2014[S].北京：中国建筑工业出版社，2014.
[12] SP预应力空心板：05SG408[S].北京：中国建筑工业出版社，2005.
[13] 装配式混凝土建筑技术标准：GB/T 51231—2016[S].北京：中国建筑工业出版社，2017.
[14] 装配式建筑评价标准：GB/T 51129—2017[S].北京：中国建筑工业出版社，2018.
[2] 叶子健.中美欧混凝土结构设计规范对比研究[J].建筑结构，2020,50(S2):512-518.
[3] Minimum design loads for buildings and other structures:ASCE/SEI 7-10[S].Reston:American Society of Civil Engineers,2010.
[4] Saudi building code requirements structural loading and forces:SBC 301[S].Riyadh:Saudi Building Code National Committee,2007.
[5] Building code requirements for structural concrete and commentary:ACI 318-14[S].Farmington Hill,MI:American Concrete Institute,2014.
[6] Standard specification for deformed and plain carbon-steel bars for concrete reinforcement:ASTM A615/A615M-16[S].West Conshohocken:American Society for Testing and Materials,2016.
[7] 罗开海，王亚勇.中美欧抗震设计规范地震动参数换算关系的研究[J].建筑结构，2006,36(8):103-107.
[8] 建筑抗震设计规范：GB 50011—2010[S].2016年版.北京：中国建筑工业出版社，2016.
[9] 肖从真，刘鹏，徐自国，等.钢筋混凝土框架核心筒高层建筑结构中美规范设计对比[J].建筑结构学报，2019,40(2):70-76.
[10] PCI design handbook:precast and prestressed concrete [M].7th ed.Chicago:Precast/Prestressed Concrete Institute,2010.
[11] 装配式混凝土结构技术规程：JGJ 1—2014[S].北京：中国建筑工业出版社，2014.
[12] SP预应力空心板：05SG408[S].北京：中国建筑工业出版社，2005.
[13] 装配式混凝土建筑技术标准：GB/T 51231—2016[S].北京：中国建筑工业出版社，2017.
[14] 装配式建筑评价标准：GB/T 51129—2017[S].北京：中国建筑工业出版社，2018.
Structural analysis and BIM application of affordable housing project in Jeddah, Saudi Arabia
Abstract: The affordable housing project in Jeddah, Saudi Arabia adopts a monolithic precast shear wall structure, and was calculated designed according to American code and Saudi code. ETABS software was used to model and analyse the structure, and the differences between Chinese code and American code requirements was compared. According to prefabricated building requirements of the American code, the structure was divided and the component was designed. BIM technology was used for further design and collision inspection. The precast wall is connected horizontally with steel wire rope sleeve grouting connection and vertically with bellows grouting anchor connection. Although the prefabrication ratio of this project is higher than 75%,but the installation is convenient, the construction cycle is short, and the cost is basically the same as cast-in-place, which is worth learning and promoting.
Keywords: shear wall structure; prefabricated building; steel wire rope sleeve grouting connection; bellows grouting anchor connection; comparison of Chinese and American code
464
0
0