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Tuning water body energy dissipation and shock absorption structure of overhead vertical frame wharf
The invention provides a tuning water body energy dissipation and shock absorption structure of an overhead vertical type frame wharf, a wharf structure is fixed through frame columns and frame beams which are connected with each other to form a vertical type frame, and a frame hollow area is formed between the frame columns and the frame beams; the tuning water body energy dissipation and shock absorption structure is arranged in a hollow area of the frame in a water body and comprises a grating water baffle, a column hoop buckle and a beam hoop buckle, wherein the column hoop buckle and the beam hoop buckle are connected with the grating water baffle. The column hoop buckle is detachably arranged on the frame column, and the beam hoop buckle is detachably arranged on the frame beam. Frame beam columns of the overhead vertical type frame wharf and natural water of the wharf are fully utilized, the wharf structure is formed, consumption of earthquake energy during an earthquake is achieved, and the dynamic response of the wharf under the action of the earthquake is reduced.
本发明提供了一种架空直立式框架码头的调谐水体消能减震结构,码头结构通过相互连接构成直立式框架的框架柱、框架梁进行固定,所述框架柱与所述框架梁之间形成框架中空区域;所述调谐水体消能减震结构设置于位于水体内的所述框架中空区域内,其包括格栅挡水板、以及与所述格栅挡水板形成连接的柱环箍扣和梁环箍扣;所述柱环箍扣可拆装式设置于所述框架柱上,所述梁环箍扣可拆装式设置于所述框架梁上。本发明充分利用架空直立式框架码头的框架梁柱和码头所拥有的天然水体,构成码头结构在地震时对地震能量的消耗以及降低码头在地震作用下的动力响应。
Tuning water body energy dissipation and shock absorption structure of overhead vertical frame wharf
The invention provides a tuning water body energy dissipation and shock absorption structure of an overhead vertical type frame wharf, a wharf structure is fixed through frame columns and frame beams which are connected with each other to form a vertical type frame, and a frame hollow area is formed between the frame columns and the frame beams; the tuning water body energy dissipation and shock absorption structure is arranged in a hollow area of the frame in a water body and comprises a grating water baffle, a column hoop buckle and a beam hoop buckle, wherein the column hoop buckle and the beam hoop buckle are connected with the grating water baffle. The column hoop buckle is detachably arranged on the frame column, and the beam hoop buckle is detachably arranged on the frame beam. Frame beam columns of the overhead vertical type frame wharf and natural water of the wharf are fully utilized, the wharf structure is formed, consumption of earthquake energy during an earthquake is achieved, and the dynamic response of the wharf under the action of the earthquake is reduced.
本发明提供了一种架空直立式框架码头的调谐水体消能减震结构,码头结构通过相互连接构成直立式框架的框架柱、框架梁进行固定,所述框架柱与所述框架梁之间形成框架中空区域;所述调谐水体消能减震结构设置于位于水体内的所述框架中空区域内,其包括格栅挡水板、以及与所述格栅挡水板形成连接的柱环箍扣和梁环箍扣;所述柱环箍扣可拆装式设置于所述框架柱上,所述梁环箍扣可拆装式设置于所述框架梁上。本发明充分利用架空直立式框架码头的框架梁柱和码头所拥有的天然水体,构成码头结构在地震时对地震能量的消耗以及降低码头在地震作用下的动力响应。
Tuning water body energy dissipation and shock absorption structure of overhead vertical frame wharf
一种架空直立式框架码头的调谐水体消能减震结构
PEI ZHIYONG (author) / ZENG ZHANGBO (author) / MEI LONGXI (author) / LIU PUJUN (author) / WANG XIA (author) / DONG MINGMING (author) / WANG YUANYUAN (author) / DENG XIAOQIN (author)
2023-06-09
Patent
Electronic Resource
Chinese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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