海外国际会展中心高支模大跨度支撑体系施工技术分析研究  

Analysis and Research on Construction Technology of High Formwork and Large Span Support System for Overseas International Convention and Exhibition Center

作　　者：陈贵贤 CHEN Gui-xian(Northwest Branch of China Railway 25th Bureau Group Co.,Ltd.,Xi'an 710016,China)

机构地区：[1]中铁二十五局集团有限公司西北分公司,西安710016

出　　处：《价值工程》2025年第12期116-119,共4页Value Engineering

摘　　要：中白工业园明斯克国际会展中心项目地处中白工业园一期地块,也是目前中白工业园唯一的一家综合四星级酒店。我也有幸从投标阶段到竣工运营全程参与。本文结合会展中心二楼宴会厅高支模大跨度支撑体系的技术和应用展开分析,第一分析该支撑体系的技术原理和应用现状;第二通过计算宴会厅支撑架体的受力情况,选择合理的技术参数,确保支撑架体安全;第三通过会展中心实体案例总结在以后的工程施工中,提升施工技术的实际使用效果。The Minsk International Convention and Exhibition Center project of Zhongbai Industrial Park is located on the first phase of Zhongbai Industrial Park and is currently the only comprehensive four-star hotel in Zhongbai Industrial Park.I am also fortunate to have been involved throughout the entire process from the bidding stage to the completion and operation.This article analyzes the technology and application of the high formwork and large-span support system for the banquet hall on the second floor of the convention and exhibition center.Firstly,the technical principles and application status of the support system are analyzed.Secondly,by calculating the stress situation of the banquet hall support frame,we select reasonable technical parameters to ensure the safety of the support frame.Thirdly,by summarizing the physical cases of the exhibition center,we aim to enhance the practical effectiveness of construction technology in future construction projects.

关 键 词：高支模 大跨度 受力计算 稳定性计算 

分 类 号：TU755.2[建筑科学—建筑技术科学]