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High-pile wharf structure suitable for large water level difference and setting method of high-pile wharf structure
The invention discloses a high-pile wharf structure suitable for large water level difference, and belongs to the field of high-pile wharfs, the high-pile wharf structure comprises pile foundations, cross beams, longitudinal beams and panels, the cross beams comprise lower cross beams and upper cross beams, the lower cross beams are connected with the upper ends of the pile foundations, the upper cross beams are arranged on the lower cross beams and connected with the longitudinal beams, and the panels are arranged above the upper cross beams and the longitudinal beams. The main body structure of the high-pile wharf is formed by arranging the upper cross beam and the lower cross beam, the paired connecting pieces are further arranged on the side edges of the upper cross beam, the dampers are installed between the connecting pieces, and the high-pile wharf structure suitable for the large water level difference is formed. According to the high-pile wharf structure suitable for the large water level difference, vibration energy generated when ships berth and wind loads impact the high-pile wharf structure is fully absorbed and dissipated through the dampers, horizontal displacement of the high-pile wharf structure is reduced, the safety of the high-pile wharf structure is improved, the structure is simple, construction is convenient, and cost is low. And the construction difficulty and the construction cost of the large-water-head high-pile wharf structure can be reduced.
本发明公开了一种适用于大水位差的高桩码头结构,属于高桩码头领域,包括桩基、横梁、纵梁、面板,横梁包括下横梁和上横梁,通过下横梁与桩基的上端连接,上横梁设置在下横梁上,并与纵梁互相连接,在上横梁与纵梁上方设置面板,形成高桩码头的主体结构,进一步通过在上横梁的侧边设置有成对的连接件,并在连接件之间安装有阻尼器,形成适用于大水位差的高桩码头结构。本发明的适用于大水位差的高桩码头结构,通过阻尼器充分吸收耗散船舶靠泊以及风荷载冲击高桩码头结构的振动能量,减少高桩码头结构的水平位移,提高高桩码头结构的安全性,结构简单,施工方便,能够降低大水位差高桩码头结构的施工难度和施工费用。
High-pile wharf structure suitable for large water level difference and setting method of high-pile wharf structure
The invention discloses a high-pile wharf structure suitable for large water level difference, and belongs to the field of high-pile wharfs, the high-pile wharf structure comprises pile foundations, cross beams, longitudinal beams and panels, the cross beams comprise lower cross beams and upper cross beams, the lower cross beams are connected with the upper ends of the pile foundations, the upper cross beams are arranged on the lower cross beams and connected with the longitudinal beams, and the panels are arranged above the upper cross beams and the longitudinal beams. The main body structure of the high-pile wharf is formed by arranging the upper cross beam and the lower cross beam, the paired connecting pieces are further arranged on the side edges of the upper cross beam, the dampers are installed between the connecting pieces, and the high-pile wharf structure suitable for the large water level difference is formed. According to the high-pile wharf structure suitable for the large water level difference, vibration energy generated when ships berth and wind loads impact the high-pile wharf structure is fully absorbed and dissipated through the dampers, horizontal displacement of the high-pile wharf structure is reduced, the safety of the high-pile wharf structure is improved, the structure is simple, construction is convenient, and cost is low. And the construction difficulty and the construction cost of the large-water-head high-pile wharf structure can be reduced.
本发明公开了一种适用于大水位差的高桩码头结构,属于高桩码头领域,包括桩基、横梁、纵梁、面板,横梁包括下横梁和上横梁,通过下横梁与桩基的上端连接,上横梁设置在下横梁上,并与纵梁互相连接,在上横梁与纵梁上方设置面板,形成高桩码头的主体结构,进一步通过在上横梁的侧边设置有成对的连接件,并在连接件之间安装有阻尼器,形成适用于大水位差的高桩码头结构。本发明的适用于大水位差的高桩码头结构,通过阻尼器充分吸收耗散船舶靠泊以及风荷载冲击高桩码头结构的振动能量,减少高桩码头结构的水平位移,提高高桩码头结构的安全性,结构简单,施工方便,能够降低大水位差高桩码头结构的施工难度和施工费用。
High-pile wharf structure suitable for large water level difference and setting method of high-pile wharf structure
一种适用于大水位差的高桩码头结构及其设置方法
WU JINGCHONG (author) / YE QIANYUN (author) / ZHANG CHENG (author) / ZHU MENGJUN (author) / WANG ZHIYONG (author) / BAI WEIWEI (author) / TIAN SHUHAI (author) / LIU DAOKUAN (author)
2024-08-16
Patent
Electronic Resource
Chinese
European Patent Office | 2024
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