一种大跨度特高压电力铁塔抗震减震结构及吊装工艺

By installing reinforcing beams and viscous dampers on long-span ultra-high voltage power transmission towers, combined with anti-loosening bolts and welding components, the problem of damper loosening during high-altitude hoisting was solved, thereby improving the stability and seismic resistance of the towers.

CN122406993APending Publication Date: 2026-07-17DEZHOU GUANGXIN TOWER MFG CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
DEZHOU GUANGXIN TOWER MFG CO LTD
Filing Date
2026-05-26
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In existing technologies, long-span ultra-high voltage power transmission towers are prone to swaying under wind force, and conventional bolted dampers are difficult to fix during high-altitude hoisting, resulting in inconvenient installation and poor seismic resistance.

Method used

The structure employs a reinforced crossbeam and viscous damper. The viscous damper is securely installed through a combination of anti-loosening bolts, auxiliary parts, and welding components. The arc-shaped clamps and welding frames are used for efficient fixing to prevent bolt loosening.

Benefits of technology

The installation strength of the viscous damper was improved, the seismic resistance of the tower was enhanced, the difficulty of high-altitude operation was reduced, and the stability of the tower was ensured.

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Abstract

本发明涉及电力铁塔焊接技术领域,具体为一种大跨度特高压电力铁塔抗震减震结构及吊装工艺,六角螺帽的外壁与沉孔内壁之间的间隙中插接有弧形卡块,弧形卡块上设置有用于和焊接组件配合定向的插孔,焊接组件包括焊接架,所述焊接架上设置有可延伸至弧形卡块与六角螺帽贴合间隙上端的焊接头,有益效果为:通过在现有的吊装设备上安装辅助件,适配于粘滞阻尼器的校平安装、承托固定、焊接防松等操作,大大降低了高空操作的难度,增强了粘滞阻尼器的安装强度,避免出现连接松动,进而提高了粘滞阻尼器对铁塔上横担牵引的抗震效果。
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