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Flood-fighting method for underwater steel pipe pile structure and underwater steel pipe pile structure
The invention discloses an underwater steel pipe pile structure flood fighting method and an underwater steel pipe pile structure, and relates to the technical field of underwater steel pipe pile structures. The method comprises the specific steps that steel pipe piles are connected through connecting systems in the transverse water flow direction, and the overall horizontal bearing capacity of the steel pipe pile structure is improved; the transverse water flow direction connecting system is orthogonal or obliquely crossed with the water flow direction; when flood occurs, water flow force acts on the transverse water flow direction connecting system, connection between the transverse water flow direction connecting system and the steel pipe pile is adjusted in advance, the transverse water flow direction connecting system is rotated or moved, the water blocking area of the transverse water flow direction connecting system is reduced, and the load of water flow on the transverse water flow direction connecting system is reduced; and after the flood ends, the connecting system in the transverse water flow direction is reset, the adjacent steel pipe piles are connected again, and the steel pipe pile structure recovers normal use. The negative effect of a connecting system in the transverse water flow direction during flood fighting is eliminated, the water blocking area in the flood period is reduced, and the flood fighting capacity of the structure is enhanced.
本发明公开了一种水中钢管桩构筑物抗洪方法及水中钢管桩构筑物,涉及水中钢管桩构筑物技术领域,具体的步骤为:钢管桩之间通过横水流方向连接系连接,提高钢管桩构筑物整体水平承载力,横水流方向连接系与水流方向相正交或斜交;发生洪水时,水流力将作用在横水流方向连接系上,提前调整横水流方向连接系与钢管桩之间的连接,旋转或移动横水流方向连接系,减小横水流方向连接系的阻水面积,水流对横水流方向连接系的荷载降低;洪水结束后,将横水流方向连接系复位,重新连接相邻钢管桩,钢管桩构筑物恢复正常使用。消除抗洪时横水流方向连接系的负作用,减小洪水期的阻水面积,以达到增强结构的抗洪能力。
Flood-fighting method for underwater steel pipe pile structure and underwater steel pipe pile structure
The invention discloses an underwater steel pipe pile structure flood fighting method and an underwater steel pipe pile structure, and relates to the technical field of underwater steel pipe pile structures. The method comprises the specific steps that steel pipe piles are connected through connecting systems in the transverse water flow direction, and the overall horizontal bearing capacity of the steel pipe pile structure is improved; the transverse water flow direction connecting system is orthogonal or obliquely crossed with the water flow direction; when flood occurs, water flow force acts on the transverse water flow direction connecting system, connection between the transverse water flow direction connecting system and the steel pipe pile is adjusted in advance, the transverse water flow direction connecting system is rotated or moved, the water blocking area of the transverse water flow direction connecting system is reduced, and the load of water flow on the transverse water flow direction connecting system is reduced; and after the flood ends, the connecting system in the transverse water flow direction is reset, the adjacent steel pipe piles are connected again, and the steel pipe pile structure recovers normal use. The negative effect of a connecting system in the transverse water flow direction during flood fighting is eliminated, the water blocking area in the flood period is reduced, and the flood fighting capacity of the structure is enhanced.
本发明公开了一种水中钢管桩构筑物抗洪方法及水中钢管桩构筑物,涉及水中钢管桩构筑物技术领域,具体的步骤为:钢管桩之间通过横水流方向连接系连接,提高钢管桩构筑物整体水平承载力,横水流方向连接系与水流方向相正交或斜交;发生洪水时,水流力将作用在横水流方向连接系上,提前调整横水流方向连接系与钢管桩之间的连接,旋转或移动横水流方向连接系,减小横水流方向连接系的阻水面积,水流对横水流方向连接系的荷载降低;洪水结束后,将横水流方向连接系复位,重新连接相邻钢管桩,钢管桩构筑物恢复正常使用。消除抗洪时横水流方向连接系的负作用,减小洪水期的阻水面积,以达到增强结构的抗洪能力。
Flood-fighting method for underwater steel pipe pile structure and underwater steel pipe pile structure
一种水中钢管桩构筑物抗洪方法及水中钢管桩构筑物
YU QIXIN (Autor:in) / KANG ZHAOXU (Autor:in) / SUN LIJUN (Autor:in) / JIN PENG (Autor:in) / MEI YUNDI (Autor:in) / YANG FAN (Autor:in) / WU QIANFEI (Autor:in) / SHEN YAO (Autor:in) / DONG LI (Autor:in) / XI YIHAO (Autor:in)
14.11.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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