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Hidden steel cover beam and hidden telescopic device combined structure and construction method
The invention relates to an implicit steel cover beam and implicit telescopic device structure and a construction method. The implicit steel cover beam and implicit telescopic device structure comprises an implicit cover beam (10), a main beam bracket (20), a support system (30), a limiting device (40) and an implicit telescopic device. The longitudinal bridge direction of the hidden cover beam (10) is consistent with the line shape of the main beam, the main beam is slotted to form two symmetrical main beam brackets (20), and the main beam brackets (20) are lapped on the hidden cover beam (10). And the main beam bracket (20) is limited by a limiting device (40). And the main beam brackets (20) are connected through hidden telescopic devices (50). The device is suitable for urban steel structure bridges, and effectively solves the problems that an existing bent cap is poor in attractiveness and economical efficiency, and an existing expansion joint structure is exposed on a bridge floor and poor in comfort.
本发明涉及一种隐式钢盖梁和隐式伸缩装置结构以及施工方法,包括隐式盖梁(10)、主梁牛腿(20)、支座系统(30)、限位装置(40)、隐式伸缩装置;隐式盖梁(10)纵桥向与主梁线形一致,主梁开槽行成两个对称的主梁牛腿(20),主梁牛腿(20)搭接在隐式盖梁(10)上。主梁牛腿(20)通过限位装置(40)限位。主梁牛腿(20)之间通过隐式伸缩装置(50)连接。该装置适用于城市钢结构桥梁,有效解决了现有盖梁美观性、经济性差以及现有伸缩缝结构暴露在桥面上、舒适性差等诸多问题。
Hidden steel cover beam and hidden telescopic device combined structure and construction method
The invention relates to an implicit steel cover beam and implicit telescopic device structure and a construction method. The implicit steel cover beam and implicit telescopic device structure comprises an implicit cover beam (10), a main beam bracket (20), a support system (30), a limiting device (40) and an implicit telescopic device. The longitudinal bridge direction of the hidden cover beam (10) is consistent with the line shape of the main beam, the main beam is slotted to form two symmetrical main beam brackets (20), and the main beam brackets (20) are lapped on the hidden cover beam (10). And the main beam bracket (20) is limited by a limiting device (40). And the main beam brackets (20) are connected through hidden telescopic devices (50). The device is suitable for urban steel structure bridges, and effectively solves the problems that an existing bent cap is poor in attractiveness and economical efficiency, and an existing expansion joint structure is exposed on a bridge floor and poor in comfort.
本发明涉及一种隐式钢盖梁和隐式伸缩装置结构以及施工方法,包括隐式盖梁(10)、主梁牛腿(20)、支座系统(30)、限位装置(40)、隐式伸缩装置;隐式盖梁(10)纵桥向与主梁线形一致,主梁开槽行成两个对称的主梁牛腿(20),主梁牛腿(20)搭接在隐式盖梁(10)上。主梁牛腿(20)通过限位装置(40)限位。主梁牛腿(20)之间通过隐式伸缩装置(50)连接。该装置适用于城市钢结构桥梁,有效解决了现有盖梁美观性、经济性差以及现有伸缩缝结构暴露在桥面上、舒适性差等诸多问题。
Hidden steel cover beam and hidden telescopic device combined structure and construction method
一种隐式钢盖梁和隐式伸缩装置组合结构以及施工方法
DUAN HAILIN (Autor:in) / SONG BOWEN (Autor:in) / FU SHENG (Autor:in) / ZHANG LONGSHUN (Autor:in) / TANG QINGCHAO (Autor:in) / FANG YONGXIANG (Autor:in) / WANG YEHAN (Autor:in) / YU BO (Autor:in) / WANG WEIWEI (Autor:in) / LI YIHUA (Autor:in)
21.06.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
Connection claw with telescopic hidden assembly mechanism
Europäisches Patentamt | 2022
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