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Bridge pier steel-coated composite material floating type anti-collision facility and construction method
The invention discloses a bridge pier steel-coated composite material floating anti-collision facility and a construction method, and relates to the field of bridge piers. The bridge pier steel-coated composite material floating type anti-collision facility comprises an anti-collision facility body surrounding the outer side of a bridge pier, the anti-collision facility body is formed by sequentially connecting a plurality of anti-collision single body sections, the anti-collision single body sections are filled with buffering energy-absorbing materials, and the interior of each anti-collision single body section is isolated through a plurality of sealing plates to obtain a plurality of sealed cabins; a plurality of internal damping elements are arranged on the side, close to the pier, of the anti-collision facility body. The construction method of the bridge pier steel-coated composite material floating type anti-collision facility comprises the following steps that a plurality of anti-collision single body sections are obtained through machining and manufacturing; all the anti-collision single body sections are transported to a wharf on site and then spliced into two L-shaped middle sections; and the two middle sections are transported to the outer sides of the bridge piers to be connected into an anti-collision facility body. According to the bridge pier steel-coated composite material floating type anti-collision facility and the construction method, rapid and stable installation can be carried out under the conditions of large water level fall and severe weather.
一种桥墩钢覆复合材料浮式防撞设施及施工方法,涉及桥墩领域。桥墩钢覆复合材料浮式防撞设施包括围绕于桥墩外侧的防撞设施本体,防撞设施本体由多个防撞单体节段依次连接组成,防撞单体节段内部填充有缓冲吸能材料,防撞单体节段内通过多个密封板隔离得到多个密封舱室;防撞设施本体靠近桥墩的一侧设有多个内部阻尼元件。本申请提供的桥墩钢覆复合材料浮式防撞设施施工方法包括以下步骤:分别加工制造得到多个防撞单体节段;将各个防撞单体节段运输至现场码头后拼接成两个L形的中间节段;将两个中间节段运输至桥墩外侧连接成防撞设施本体。本申请提供的桥墩钢覆复合材料浮式防撞设施及施工方法能够在水位落差大和恶劣天气下快速稳定的进行安装。
Bridge pier steel-coated composite material floating type anti-collision facility and construction method
The invention discloses a bridge pier steel-coated composite material floating anti-collision facility and a construction method, and relates to the field of bridge piers. The bridge pier steel-coated composite material floating type anti-collision facility comprises an anti-collision facility body surrounding the outer side of a bridge pier, the anti-collision facility body is formed by sequentially connecting a plurality of anti-collision single body sections, the anti-collision single body sections are filled with buffering energy-absorbing materials, and the interior of each anti-collision single body section is isolated through a plurality of sealing plates to obtain a plurality of sealed cabins; a plurality of internal damping elements are arranged on the side, close to the pier, of the anti-collision facility body. The construction method of the bridge pier steel-coated composite material floating type anti-collision facility comprises the following steps that a plurality of anti-collision single body sections are obtained through machining and manufacturing; all the anti-collision single body sections are transported to a wharf on site and then spliced into two L-shaped middle sections; and the two middle sections are transported to the outer sides of the bridge piers to be connected into an anti-collision facility body. According to the bridge pier steel-coated composite material floating type anti-collision facility and the construction method, rapid and stable installation can be carried out under the conditions of large water level fall and severe weather.
一种桥墩钢覆复合材料浮式防撞设施及施工方法,涉及桥墩领域。桥墩钢覆复合材料浮式防撞设施包括围绕于桥墩外侧的防撞设施本体,防撞设施本体由多个防撞单体节段依次连接组成,防撞单体节段内部填充有缓冲吸能材料,防撞单体节段内通过多个密封板隔离得到多个密封舱室;防撞设施本体靠近桥墩的一侧设有多个内部阻尼元件。本申请提供的桥墩钢覆复合材料浮式防撞设施施工方法包括以下步骤:分别加工制造得到多个防撞单体节段;将各个防撞单体节段运输至现场码头后拼接成两个L形的中间节段;将两个中间节段运输至桥墩外侧连接成防撞设施本体。本申请提供的桥墩钢覆复合材料浮式防撞设施及施工方法能够在水位落差大和恶劣天气下快速稳定的进行安装。
Bridge pier steel-coated composite material floating type anti-collision facility and construction method
一种桥墩钢覆复合材料浮式防撞设施及施工方法
GONG WENQIANG (Autor:in) / JIANG HENGXIN (Autor:in) / ZHU GANG (Autor:in) / LI TAN (Autor:in) / HU JIN (Autor:in) / YIN GUIFANG (Autor:in) / CHEN XIAOSHAN (Autor:in) / HAN XUAN (Autor:in) / WANG GUANGLEI (Autor:in) / HU LANXIA (Autor:in)
23.02.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
/
E01F
ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
,
Zusätzliche Baumaßnahmen, wie die Ausstattung von Straßen oder die bauliche Ausbildung von Bahnsteigen, Landeplätzen für Hubschrauber, Wegweisern, Schneezäunen oder dgl.
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