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Inlaying section construction method and device, computer equipment and storage medium
The invention provides an inlaying section construction method and device, computer equipment and a storage medium. The method comprises the steps that according to a finite element model, the first displacement amount of an arch foot section upper chord pipe port and the second displacement amount of an arch foot section lower chord pipe port are obtained; calculating displacement values of two ends of an upper pre-buried steel pipe of the skewback according to the first displacement amount, and calculating displacement values of two ends of a lower pre-buried steel pipe of the skewback according to the second displacement amount; according to the displacement values of the two ends of the upper pre-buried steel pipe of the skewback and the displacement values of the two ends of the lower pre-buried steel pipe of the skewback, the actual coordinates of the upper pre-buried steel pipe of the skewback and the actual coordinates of the lower pre-buried steel pipe of the skewback are calculated respectively, and construction control is conducted on the upper pre-buried steel pipe of the skewback, the lower pre-buried steel pipe of the skewback and the inlaying section; according to the method, accurate positioning of the inlaying section can be achieved, it is guaranteed that the unfitness of butt joint of the inlaying section is within the standard allowable range, and the safety of the arch rib section is improved while the construction difficulty is reduced.
本发明提供一种嵌补段施工方法、装置、计算机设备和存储介质,所述方法包括:根据有限元模型获取拱脚段上弦管端口的第一位移量和拱脚段下弦管端口的第二位移量;根据所述第一位移量计算出拱座上预埋钢管的两端位移值,根据所述第二位移量计算出拱座下预埋钢管的两端位移值;根据所述拱座上预埋钢管的两端位移值和所述拱座下预埋钢管的两端位移值,分别计算出所述拱座上预埋钢管的实际坐标和所述拱座下预埋钢管的实际坐标,并对所述拱座上预埋钢管、所述拱座下预埋钢管和嵌补段进行施工控制;本发明可以实现嵌补段的精确定位,保证嵌补段错边量在规范容许范围内,在降低施工难度的同时提高了拱肋节段的安全性。
Inlaying section construction method and device, computer equipment and storage medium
The invention provides an inlaying section construction method and device, computer equipment and a storage medium. The method comprises the steps that according to a finite element model, the first displacement amount of an arch foot section upper chord pipe port and the second displacement amount of an arch foot section lower chord pipe port are obtained; calculating displacement values of two ends of an upper pre-buried steel pipe of the skewback according to the first displacement amount, and calculating displacement values of two ends of a lower pre-buried steel pipe of the skewback according to the second displacement amount; according to the displacement values of the two ends of the upper pre-buried steel pipe of the skewback and the displacement values of the two ends of the lower pre-buried steel pipe of the skewback, the actual coordinates of the upper pre-buried steel pipe of the skewback and the actual coordinates of the lower pre-buried steel pipe of the skewback are calculated respectively, and construction control is conducted on the upper pre-buried steel pipe of the skewback, the lower pre-buried steel pipe of the skewback and the inlaying section; according to the method, accurate positioning of the inlaying section can be achieved, it is guaranteed that the unfitness of butt joint of the inlaying section is within the standard allowable range, and the safety of the arch rib section is improved while the construction difficulty is reduced.
本发明提供一种嵌补段施工方法、装置、计算机设备和存储介质,所述方法包括:根据有限元模型获取拱脚段上弦管端口的第一位移量和拱脚段下弦管端口的第二位移量;根据所述第一位移量计算出拱座上预埋钢管的两端位移值,根据所述第二位移量计算出拱座下预埋钢管的两端位移值;根据所述拱座上预埋钢管的两端位移值和所述拱座下预埋钢管的两端位移值,分别计算出所述拱座上预埋钢管的实际坐标和所述拱座下预埋钢管的实际坐标,并对所述拱座上预埋钢管、所述拱座下预埋钢管和嵌补段进行施工控制;本发明可以实现嵌补段的精确定位,保证嵌补段错边量在规范容许范围内,在降低施工难度的同时提高了拱肋节段的安全性。
Inlaying section construction method and device, computer equipment and storage medium
一种嵌补段施工方法、装置、计算机设备和存储介质
YUAN XING (author) / ZHOU SHUIXING (author) / WANG KAI (author) / ZHANG MIN (author) / ZHANG FAPING (author) / LIANG HANG (author) / ZHU LEI (author) / YI SHOUWEI (author) / ZHOU LINQI (author) / ZHOU ZELIN (author)
2023-10-03
Patent
Electronic Resource
Chinese
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