A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of floating dock anchoring facility
The invention relates to the technical field of floating dock anchoring, and particularly discloses a construction method of a floating dock anchoring facility. The method includes the steps that S1, the position of an underwater foundation trench is determined, and dredging is performed; S2, a riprap foundation bed is formed and leveled, and an anchor block caisson is placed; S3, broken stones are backfilled inside and outside the anchor block caisson; and S4, floating dock anchor chains are laid and connected with the anchor block caisson. According to the scheme, the construction steps are simple and convenient, the method can be well implemented in complex terrains, and the method is mainly suitable for anchoring of a large floating dock under condition of unfavorable stormy waves; friction between anchor blocks and the bottom of the foundation trench is increased by utilizing self-weight and gravity of internal gravels, so that external force transmitted from the floating dock is effectively resisted; and the arranged anchor blocks are stable and firm, so that normal use of floating dock anchoring is guaranteed.
本发明涉及浮船坞锚泊技术领域，具体公开了一种浮船坞锚泊设施的施工方法，包括如下步骤：S1：确定水下基槽的位置，并进行疏浚；S2：抛石基床的形成和整平以及锚块沉箱的安放；S3：锚块沉箱内外进行回填碎石；S4：铺设浮船坞锚链，并与锚块沉箱连接；本发明方案的施工步骤简单便捷，在复杂的地形也能够很好的实施，主要适用于大型浮船坞在较不利风浪条件下的锚泊；锚块利用自重以及内部碎石的重力增加与基槽底部的摩擦，有效抵抗浮船坞传过来的外力；设置的锚块稳定牢固，保证浮船坞锚泊的正常使用。
Construction method of floating dock anchoring facility
The invention relates to the technical field of floating dock anchoring, and particularly discloses a construction method of a floating dock anchoring facility. The method includes the steps that S1, the position of an underwater foundation trench is determined, and dredging is performed; S2, a riprap foundation bed is formed and leveled, and an anchor block caisson is placed; S3, broken stones are backfilled inside and outside the anchor block caisson; and S4, floating dock anchor chains are laid and connected with the anchor block caisson. According to the scheme, the construction steps are simple and convenient, the method can be well implemented in complex terrains, and the method is mainly suitable for anchoring of a large floating dock under condition of unfavorable stormy waves; friction between anchor blocks and the bottom of the foundation trench is increased by utilizing self-weight and gravity of internal gravels, so that external force transmitted from the floating dock is effectively resisted; and the arranged anchor blocks are stable and firm, so that normal use of floating dock anchoring is guaranteed.
本发明涉及浮船坞锚泊技术领域，具体公开了一种浮船坞锚泊设施的施工方法，包括如下步骤：S1：确定水下基槽的位置，并进行疏浚；S2：抛石基床的形成和整平以及锚块沉箱的安放；S3：锚块沉箱内外进行回填碎石；S4：铺设浮船坞锚链，并与锚块沉箱连接；本发明方案的施工步骤简单便捷，在复杂的地形也能够很好的实施，主要适用于大型浮船坞在较不利风浪条件下的锚泊；锚块利用自重以及内部碎石的重力增加与基槽底部的摩擦，有效抵抗浮船坞传过来的外力；设置的锚块稳定牢固，保证浮船坞锚泊的正常使用。
Construction method of floating dock anchoring facility
一种浮船坞锚泊设施的施工方法
ZHANG YAXIONG (author) / ZHOU JIEXIN (author) / ZHOU KE (author) / DAI JINGFENG (author) / XUAN YIFEI (author) / ZHAO HONGQIONG (author) / WANG YAN (author) / WANG XUEMEI (author)
2021-07-30
Patent
Electronic Resource
Chinese
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