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Pile anchor and pile anchor construction method
The embodiment of the invention discloses a pile anchor and a pile anchor construction method, the pile anchor is of a split structure and comprises a pile body and a transition pile, the pile body is a part, capable of being left in a soil body, of the pile anchor, and the transition pile is a part, capable of being taken out from the soil body, of the pile anchor. Specifically, the pile body and the transition pile are detachably connected through a connecting piece, so that the transition pile can be separated from the pile body after the pile body penetrates into the position below the mud surface by a preset depth, that is, the pile body and the transition pile are separated through a mechanical structure, the mode that the pile body is cut off through an underwater robot or a diver in the prior art is replaced, and the installation cost of the pile anchor is reduced; meanwhile, all the transition piles can be taken out, only the pile bodies are reserved below the mud surface, the taken-out transition piles can be repeatedly used, and the installation cost of the pile anchor is further reduced; in addition, the transition pile transmits the acting force of the pile hammer to the pile body, the pile body penetrates into the preset depth below the mud surface, and compared with the mode that the pile body is flush with the mud surface after being cut off in the prior art, the influence of scouring on the pile anchor is reduced.
本申请实施例公开了一种桩锚及桩锚施工方法,其中桩锚为分体结构,包括桩身和过渡桩,桩身为桩锚能够留置在土体内的部分,过渡桩为能够自土体取出的部分。具体的,桩身与过渡桩通过连接件可拆卸连接,以实现桩身贯入泥面以下预设深度后过渡桩能够与桩身分离,即利用机械结构实现桩身与过渡桩的分离,代替现有技术中通过水下机器人或潜水员切断桩身的方式,降低了桩锚的安装成本;同时过渡桩能够全部取出,仅留置桩身在泥面以下,取出的过渡桩可以反复利用,进一步降低了桩锚的安装成本;另外,过渡桩将打桩锤的作用力传递给桩身,将桩身贯入泥面以下预设深度,相对于现有技术中桩身切断后与泥面平齐的方式,降低了冲刷对桩锚的影响。
Pile anchor and pile anchor construction method
The embodiment of the invention discloses a pile anchor and a pile anchor construction method, the pile anchor is of a split structure and comprises a pile body and a transition pile, the pile body is a part, capable of being left in a soil body, of the pile anchor, and the transition pile is a part, capable of being taken out from the soil body, of the pile anchor. Specifically, the pile body and the transition pile are detachably connected through a connecting piece, so that the transition pile can be separated from the pile body after the pile body penetrates into the position below the mud surface by a preset depth, that is, the pile body and the transition pile are separated through a mechanical structure, the mode that the pile body is cut off through an underwater robot or a diver in the prior art is replaced, and the installation cost of the pile anchor is reduced; meanwhile, all the transition piles can be taken out, only the pile bodies are reserved below the mud surface, the taken-out transition piles can be repeatedly used, and the installation cost of the pile anchor is further reduced; in addition, the transition pile transmits the acting force of the pile hammer to the pile body, the pile body penetrates into the preset depth below the mud surface, and compared with the mode that the pile body is flush with the mud surface after being cut off in the prior art, the influence of scouring on the pile anchor is reduced.
本申请实施例公开了一种桩锚及桩锚施工方法,其中桩锚为分体结构,包括桩身和过渡桩,桩身为桩锚能够留置在土体内的部分,过渡桩为能够自土体取出的部分。具体的,桩身与过渡桩通过连接件可拆卸连接,以实现桩身贯入泥面以下预设深度后过渡桩能够与桩身分离,即利用机械结构实现桩身与过渡桩的分离,代替现有技术中通过水下机器人或潜水员切断桩身的方式,降低了桩锚的安装成本;同时过渡桩能够全部取出,仅留置桩身在泥面以下,取出的过渡桩可以反复利用,进一步降低了桩锚的安装成本;另外,过渡桩将打桩锤的作用力传递给桩身,将桩身贯入泥面以下预设深度,相对于现有技术中桩身切断后与泥面平齐的方式,降低了冲刷对桩锚的影响。
Pile anchor and pile anchor construction method
一种桩锚及桩锚施工方法
LEI YU (author) / LI WEIDONG (author) / LIU XIN (author) / YAN SHU (author) / CHEN JIANJUN (author) / ZHOU YIMING (author) / LIU RUICHAO (author) / GUO XIAOHUI (author) / HU HEWEN (author) / FENG XUEJIAO (author)
2023-12-22
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen