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大跨度钢网架液压提升技术研究

张顺治

科技创新与应用2025,Vol.15Issue(16):176-179,4.
科技创新与应用2025,Vol.15Issue(16):176-179,4.DOI:10.19981/j.CN23-1581/G3.2025.16.041

大跨度钢网架液压提升技术研究

张顺治1

作者信息

  • 1. 中铁十七局集团建筑工程有限公司,太原 030032
  • 折叠

摘要

Abstract

The roof structure of the newly built Jingdezhen North Railway Station adopts a right-placed quadrangular conical grid structure welded with spherical nodes.The grid thickness is 1.8~4.8 meters,and a direct-placed grid structure is adopted.The maximum span is 69 m and the roof slope is about 5%.The lower chord of the grid frame is connected to the concrete column through earthquake-resistant spherical steel bearings.The reliability of steel grid lifting is ensured by monitoring on-site lifting methods,synchronous monitoring and lifting process monitoring.The combination with the construction technology in this project can provide a good guiding effect for the hoisting construction of the grid.

关键词

大跨度/钢结构/液压提升/分区提升/吊装施工

Key words

large span/steel structure/hydraulic lifting/partition lifting/hoisting construction

分类

建筑与水利

引用本文复制引用

张顺治..大跨度钢网架液压提升技术研究[J].科技创新与应用,2025,15(16):176-179,4.

科技创新与应用

2095-2945

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