首页|装配式全栓接超大跨拱桥建造精准控制理论与关键技术

装配式全栓接超大跨拱桥建造精准控制理论与关键技术

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乌江特大桥作为目前世界最大跨度上承式钢管混凝土拱桥,建设过程中受温差、风场环境、地形和环节多等因素的影响,在变形控制、施工稳定性、运输安装及体系转换耦合受力等方面面临着巨大的挑战,同时也提出了更高精度的施工控制要求.大桥采用拱-柱-梁全固结、全栓接无支座整体式受力体系的设计方案,给大桥建设带来了全新的挑战.基于此,本研究从柱梁制造线形计算方法、制造线形控制、高空安装毫米精度控制等方面全面攻关,提出了全过程最优原形成拱和拱上结构栓接精准控制理论,以及精细化的拱桥原形预拼制造技术、原形复位安装控制技术以及全固结栓接安装技术,减少高空作业时间,实现了大跨拱桥建造控制精度从厘米级到毫米级的突破,为大跨拱桥向工业化、装配化发展奠定了基础.
Precision construction technology and control theory of prefabricated fully bolted ultra long span arch bridges
As the world′s largest span steel tube concrete arch bridge,the Wujiang Grand Bridge faces significant challenges in deformation control,construction stability,transportation and installation,and system transformation coupling forces due to factors such as temperature difference,wind field environment,terrain,and multiple links during construction.At the same time,higher precision construction control requirements are also proposed.The bridge adopts a design scheme of arch column beam fully consolidated,fully bolted and unsupported integrated stress system,which brings new challenges to the construction of the bridge.Based on this,it comprehensively tackles issues such as the calculation method of column and beam manufacturing linearity,manufacturing linearity control,and millimeter precision control of high-altitude installation.It proposes the theory of precise control of the optimal original formed arch and arch structure bolt connection throughout the entire process,as well as refined arch bridge prototype pre assembly manufacturing technology,prototype reset installation control technology,and fully consolidated bolt installation technology to reduce high-altitude operation time.It have achieved a breakthrough in the construction control accuracy of large-span arch bridges from centimeter level to millimeter level,laying the foundation for the industrialization and assembly development of large-span arch bridges.

steel tube concrete arch bridgefully consolidated and fully boltedarched in its original shapemillimeter levelprecise control1

许祥贵、赵兴华、蒋冲、韩笑

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中交一公局第四工程有限公司,广西 南宁 530031

中交公路长大桥建设国家工程研究中心有限公司,北京 100120

钢管混凝土拱桥 全固结全栓接 原形成拱 毫米级 精准控制

中国交通建设集团有限公司科技研发项目中交一公局集团有限公司科技研发项目

KJYF-2022-A-01J2020-A-11

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(5)