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Design method for cable hoisting system of large-span deck type concrete-filled steel tube arch bridge
The invention discloses a design method for a cable hoisting system of a large-span deck type concrete-filled steel tube arch bridge. The design method comprises the following steps: S1, composition design of the cable hoisting system; s2, cable system design; s3, designing a cable tower and an anchoring system; s4, cable machine equipment configuration design; s5, designing a cable crane control and safety monitoring system; and S6, trying to hoist the cable hoisting system. The safety, economical efficiency and adaptability of the cable hoisting system can be improved. By means of the design method, the large-span, large-tonnage, safe and reliable cable hoisting system can be formed, the systematicness, safety, economical efficiency and adaptability of the cable hoisting system are improved, and the requirement for installation of the large-span concrete-filled steel tube arch bridge can be met.
本发明公开了大跨径上承式钢管混凝土拱桥缆索吊装系统设计方法,包括以下部分构成:S1缆索吊装系统组成设计;S2缆索系统设计;S3缆塔及锚固系统设计;S4缆索机具设备配置设计;S5缆索吊控制及安全监控系统设计;S6缆索吊装系统试吊。本发明能够提高缆索吊装系统的安全性、经济性和适应性。本发明的设计方法能够形成大跨度、大吨位、安全可靠的缆索吊装系统,提高了缆索吊装系统的系统性、安全性以及经济性以及适应性,能够适应大跨径钢管混凝土拱桥安装的需求。
Design method for cable hoisting system of large-span deck type concrete-filled steel tube arch bridge
The invention discloses a design method for a cable hoisting system of a large-span deck type concrete-filled steel tube arch bridge. The design method comprises the following steps: S1, composition design of the cable hoisting system; s2, cable system design; s3, designing a cable tower and an anchoring system; s4, cable machine equipment configuration design; s5, designing a cable crane control and safety monitoring system; and S6, trying to hoist the cable hoisting system. The safety, economical efficiency and adaptability of the cable hoisting system can be improved. By means of the design method, the large-span, large-tonnage, safe and reliable cable hoisting system can be formed, the systematicness, safety, economical efficiency and adaptability of the cable hoisting system are improved, and the requirement for installation of the large-span concrete-filled steel tube arch bridge can be met.
本发明公开了大跨径上承式钢管混凝土拱桥缆索吊装系统设计方法,包括以下部分构成:S1缆索吊装系统组成设计;S2缆索系统设计;S3缆塔及锚固系统设计;S4缆索机具设备配置设计;S5缆索吊控制及安全监控系统设计;S6缆索吊装系统试吊。本发明能够提高缆索吊装系统的安全性、经济性和适应性。本发明的设计方法能够形成大跨度、大吨位、安全可靠的缆索吊装系统,提高了缆索吊装系统的系统性、安全性以及经济性以及适应性,能够适应大跨径钢管混凝土拱桥安装的需求。
Design method for cable hoisting system of large-span deck type concrete-filled steel tube arch bridge
大跨径上承式钢管混凝土拱桥缆索吊装系统设计方法
ZENG GUOSHENG (author) / YANG LIN (author) / BAI XIANGLONG (author) / CHEN SHIQUAN (author) / ZHANG YI (author) / WANG MINGSHENG (author) / ZOU SHUNQUAN (author)
2023-12-12
Patent
Electronic Resource
Chinese
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