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Non-destructive rectification construction method and rectification structure for power transmission tower
The invention belongs to the technical field of power transmission tower inclination rectification, and provides a power transmission tower lossless inclination rectification construction method and an inclination rectification structure. The non-destructive rectification construction method for the power transmission tower comprises the steps that the foundation bearing capacity in a set area range of an inclined part of the power transmission tower is determined; the determined foundation bearing capacity is compared with a set foundation bearing capacity threshold value, and if the former is larger than the latter, a rectification construction scheme is adopted; and if the former is smaller than or equal to the latter, a permanent reinforcing and inclination rectifying construction scheme is adopted.
本发明属于输电塔纠倾技术领域,提供了一种输电塔无损纠倾施工方法及纠偏结构。其中,输电塔无损纠倾施工方法包括确定输电塔倾斜部分设定区域范围内的地基承载力;将确定的地基承载力与设定的地基承载力阈值比较,若前者大于后者,则采用纠倾施工方案;若前者小于或等于后者,则采用永久加固纠倾施工方案。
Non-destructive rectification construction method and rectification structure for power transmission tower
The invention belongs to the technical field of power transmission tower inclination rectification, and provides a power transmission tower lossless inclination rectification construction method and an inclination rectification structure. The non-destructive rectification construction method for the power transmission tower comprises the steps that the foundation bearing capacity in a set area range of an inclined part of the power transmission tower is determined; the determined foundation bearing capacity is compared with a set foundation bearing capacity threshold value, and if the former is larger than the latter, a rectification construction scheme is adopted; and if the former is smaller than or equal to the latter, a permanent reinforcing and inclination rectifying construction scheme is adopted.
本发明属于输电塔纠倾技术领域,提供了一种输电塔无损纠倾施工方法及纠偏结构。其中,输电塔无损纠倾施工方法包括确定输电塔倾斜部分设定区域范围内的地基承载力;将确定的地基承载力与设定的地基承载力阈值比较,若前者大于后者,则采用纠倾施工方案;若前者小于或等于后者,则采用永久加固纠倾施工方案。
Non-destructive rectification construction method and rectification structure for power transmission tower
一种输电塔无损纠倾施工方法及纠偏结构
AN ZHONGHAI (author) / WANG ZILONG (author) / LI ZHE (author) / XIE GUANGCAI (author) / ZHENG CHUANJIE (author) / SUN MINGTAO (author) / CONG XINFU (author) / CHO KWANG-TAE (author) / TIAN LONGLONG (author) / YU XIAODONG (author)
2024-01-02
Patent
Electronic Resource
Chinese
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