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Energy dissipation and shock absorption type bridge tower structure
The application relates to the technical field of bridge shock absorption, in particular to an energy dissipation and shock absorption type bridge tower structure which comprises a pair of tower columns, and a plurality of cross beams sequentially arranged from top to bottom in a height direction of the tower column. The two ends of the cross beams are connected with the inner sides of the tower columns through at least one energy dissipation and shock absorption component. The energy dissipation and shock absorption component comprises a pair of tension and compression components arranged inparallel, two supporting components and two connecting plate pieces arranged in parallel, the two tension and compression components and the two connecting plate pieces are connected to form a rectangular frame, and the two supporting components are connected with opposite angles in the rectangular frame respectively. The connecting plate piece is connected with the inner side of the tower columnor one end of the beam. By means of the energy dissipation and shock absorption components arranged between the tower column bridges, the seismic capacity and safety of the tower columns are improved,and the energy dissipation and shock absorption structure has good construction convenience and wide applicability.
本申请涉及一种耗能减震式桥塔结构，涉及桥梁减震技术领域，该桥塔结构包括：一对塔柱；多个沿塔柱高度方向从上之下依次设置的横梁；横梁两端分别通过至少一个耗能减震部件与各塔柱的内侧连接；其中，耗能减震部件包括一对平行设置的拉压构件、两个支撑构件以及两个平行设置的连接板件，两个拉压构件与两个连接板件连接形成一矩形框架，两个支撑构件分别连接矩形框架内的对角；连接板件与塔柱内侧或横梁的一端连接。本申请通过设置在塔柱桥之间的耗能减震部件，提高塔柱的抗震能力及安全性，具有较好的施工便捷性、较广的适用性。
Energy dissipation and shock absorption type bridge tower structure
The application relates to the technical field of bridge shock absorption, in particular to an energy dissipation and shock absorption type bridge tower structure which comprises a pair of tower columns, and a plurality of cross beams sequentially arranged from top to bottom in a height direction of the tower column. The two ends of the cross beams are connected with the inner sides of the tower columns through at least one energy dissipation and shock absorption component. The energy dissipation and shock absorption component comprises a pair of tension and compression components arranged inparallel, two supporting components and two connecting plate pieces arranged in parallel, the two tension and compression components and the two connecting plate pieces are connected to form a rectangular frame, and the two supporting components are connected with opposite angles in the rectangular frame respectively. The connecting plate piece is connected with the inner side of the tower columnor one end of the beam. By means of the energy dissipation and shock absorption components arranged between the tower column bridges, the seismic capacity and safety of the tower columns are improved,and the energy dissipation and shock absorption structure has good construction convenience and wide applicability.
本申请涉及一种耗能减震式桥塔结构，涉及桥梁减震技术领域，该桥塔结构包括：一对塔柱；多个沿塔柱高度方向从上之下依次设置的横梁；横梁两端分别通过至少一个耗能减震部件与各塔柱的内侧连接；其中，耗能减震部件包括一对平行设置的拉压构件、两个支撑构件以及两个平行设置的连接板件，两个拉压构件与两个连接板件连接形成一矩形框架，两个支撑构件分别连接矩形框架内的对角；连接板件与塔柱内侧或横梁的一端连接。本申请通过设置在塔柱桥之间的耗能减震部件，提高塔柱的抗震能力及安全性，具有较好的施工便捷性、较广的适用性。
Energy dissipation and shock absorption type bridge tower structure
一种耗能减震式桥塔结构
MIAO RUNCHI (author) / GAO ZONGYU (author) / HE YOUDI (author) / LI LONG'AN (author) / QU AIPING (author)
2020-09-25
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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