高空环形建筑物悬挑结构施工技术
作者简介:
胡长明,教授,博士生导师,E⁃mail: hu. tm@ 163. com
作者单位:
1. 西安建筑科技大学土木工程学院,陕西 西安 710055; 2. 延安大学西安创新学院,陕西 西安 710100; 3. 陕西建工控股集团未来城市创新科技有限公司,陕西 西安712000; 4. 未来城市建设与管理创新联合研究中心,陕西 西安 712200
基金项目:
∗国家重点研发计划(2019YFC1509302);未来城市建设与管理创新联合研究中心“揭榜挂帅”科研项目(2023WHZ0129)
摘要:
针对上宽下窄环形悬挑结构,提出一种创新的施工技术及应用方案. 采用下部先行、上部跟进、分步施工逻辑,通过搭设辐射型三角托架式操作平台完成下层悬挑结构施工,随后依托下层悬挑结构实现部分上层结构施工,然后通过钢丝绳拉结上层结构后扩展下层施工平台,最后完成上层剩余悬挑结构施工. 结合西安某发射塔工程,详细阐述其悬挑结构施工关键技术. 采用 ABAQUS 软件进行有限元分析,验证环形悬挑结构施工平台在钢丝绳卸荷状态下整体受力性能. 结果表明,环形悬挑支撑架体受力满足要求.

English:
An innovative construction technology and application scheme are proposed for the upper wideand lower narrow circular cantilever structure. Adopting the logic of lower first, upper follow⁃up, andstep⁃by⁃step construction, the construction of the lower cantilever structure is completed by setting up aradiation⁃type triangular bracket⁃type operating platform. Subsequently, the construction of some upperstructures is realized by relying on the lower cantilever structure. Then, the lower construction platform isextended after the upper structure is tied by the steel wire rope, and finally the construction of the upperremaining cantilever structure is completed. Combined with a launching tower project in Xi’an, the keytechnology of cantilever structure construction is described in detail. The finite element analysis is carriedout by ABAQUS software to verify the overall mechanical performance of the construction platform of thecircular cantilever structure under the unloading state of the wire rope. The results show that the stress ofthe circular cantilever support frame meets the requirements.