摘要
某文体中心文化馆结构设计需考虑场地内孤石、结构超长、平面不规则、连层柱等情况,设计中通过对桩基础孤石依据不同地质情况分别处理,楼层增设后浇带和诱导缝等措施限制超长结构开裂,同时利用有限元软件对楼板应力和连层柱进行分析计算及复核,确保整体结构安全可靠。
It needs to consider the conditions of the boulder,super-long structure,irregular plane,continuous layer column,etc in the struc-tural design of a cultural and sports center project. The pile foundation boulder is treated separately according to different geological condi-tions,and the floor is added with post-casting zones and induced joints. Measures were used such as limiting the cracking of ultra-longstructures,and finite element software was used to analyze and review the stress of the floor slab and the separation of the connecting col-umns to ensure that the overall structure is safe and reliable.
出处
《福建建设科技》
2020年第5期14-16,共3页
Fujian Construction Science & Technology
关键词
孤石
结构超长
平面不规则
有限元分析
连层柱
solitary stone
super-long structure
irregular plane
finite element analysis
cross-layer column
