首页|体育场预制拼装混凝土壳体屋面找形与施工

体育场预制拼装混凝土壳体屋面找形与施工

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以吕梁新城体育场屋面结构为例,介绍了预制拼装混凝土屋面壳体的特点和施工难点.结合本工程预制混凝土壳体单元四边为不共面四边形的特点,推导了以对边等比例分点连线为直纹的四边形曲面壳体找形公式;详细给出了混凝土双曲壳体预制技术和混凝土壳体与钢结构连接技术.在壳体安装及后浇缝现浇过程中进行了变形监测和有限元模拟,竖向变形与有限元分析基本吻合.
Form-finding and Construction of Prefabricated Concrete Shell Roof of Stadium
Taking the roof structure of Lüliang New Town Stadium as an example,the characteristics and construction difficulties of prefabricated concrete roof shell are introduced.Combined with the characteristics that the four sides of the prefabricated concrete shell unit in this project are non-coplanar quadrilaterals,the form-finding formula of quadrilateral curved shell with straight lines of equiproportional points on the opposite sides is derived.The precast technology of concrete hyperbolic shell and the connection technology of concrete shell and steel structure are given in detail.The deformation monitoring and finite element simulation were carried out in the process of shell installation and post-pouring joint casting.The vertical deformation was basically consistent with the finite element analysis.

stadiumsteel roofconcreteshellform-findingprefabricated

梁云东、毛振龙、张海燕、尚仁杰、张际斌、吴源华

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中铝国际(天津)建设有限公司,天津 300308

中冶建筑研究总院有限公司,北京 100088

体育场 钢屋盖 混凝土 壳体 找形 预拼装

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(22)