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Steel pipe pile and hoisting method thereof
The invention belongs to the technical field of offshore wind power engineering construction, and discloses a steel pipe pile and a hoisting method thereof. The problems that existing steel pipe pile hoisting operation wastes time and labor and is poor in economic benefit are solved. The steel pipe pile comprises a pipe body and a lifting lug structure. The lifting lug structures are symmetrically arranged in the pipe body; wherein the lifting lug structure and the inner wall of the pipe body can form a lifting rope cavity, so that a lifting rope penetrates through the lifting lug structure and the lifting rope cavity to lift the pipe body; and an opening is formed between the lifting lug structure and the inner wall of the pipe body, so that the lifting rope is separated from the lifting lug structure from the opening. The lifting rope penetrates through the lifting lug structure and the lifting lug cavity which are arranged in the pipe body, it is guaranteed that the pipe body is lifted more stably, the lifting rope can automatically fall off from the opening after lifting, the operation reliability is improved, the complex operation that the lifting lug structure needs to be cut after lifting is conducted is avoided, and the working efficiency and economic benefits are improved.
本发明属于海上风电工程施工的技术领域,公开了一种钢管桩及其起吊方法。旨在解决现有的钢管桩起吊操作费时费力,经济效益差的问题。一种钢管桩包括管体和吊耳结构;吊耳结构对称设置于所述管体的内部;其中,所述吊耳结构能够与所述管体的内壁形成吊绳腔室,以便吊绳穿过所述吊耳结构和所述吊绳腔室起吊所述管体;吊耳结构与所述管体的内壁之间形成有开口,以便吊绳自所述开口处脱离吊耳结构。通过将吊绳穿过管体的内部设置的吊耳结构和吊耳腔室,保证起吊管体更加稳定,起吊后吊绳可以自开口处自动脱落,增加作业可靠性,避免起吊后需要切割吊耳结构的复杂操作,提高工作效率以及经济效益。
Steel pipe pile and hoisting method thereof
The invention belongs to the technical field of offshore wind power engineering construction, and discloses a steel pipe pile and a hoisting method thereof. The problems that existing steel pipe pile hoisting operation wastes time and labor and is poor in economic benefit are solved. The steel pipe pile comprises a pipe body and a lifting lug structure. The lifting lug structures are symmetrically arranged in the pipe body; wherein the lifting lug structure and the inner wall of the pipe body can form a lifting rope cavity, so that a lifting rope penetrates through the lifting lug structure and the lifting rope cavity to lift the pipe body; and an opening is formed between the lifting lug structure and the inner wall of the pipe body, so that the lifting rope is separated from the lifting lug structure from the opening. The lifting rope penetrates through the lifting lug structure and the lifting lug cavity which are arranged in the pipe body, it is guaranteed that the pipe body is lifted more stably, the lifting rope can automatically fall off from the opening after lifting, the operation reliability is improved, the complex operation that the lifting lug structure needs to be cut after lifting is conducted is avoided, and the working efficiency and economic benefits are improved.
本发明属于海上风电工程施工的技术领域,公开了一种钢管桩及其起吊方法。旨在解决现有的钢管桩起吊操作费时费力,经济效益差的问题。一种钢管桩包括管体和吊耳结构;吊耳结构对称设置于所述管体的内部;其中,所述吊耳结构能够与所述管体的内壁形成吊绳腔室,以便吊绳穿过所述吊耳结构和所述吊绳腔室起吊所述管体;吊耳结构与所述管体的内壁之间形成有开口,以便吊绳自所述开口处脱离吊耳结构。通过将吊绳穿过管体的内部设置的吊耳结构和吊耳腔室,保证起吊管体更加稳定,起吊后吊绳可以自开口处自动脱落,增加作业可靠性,避免起吊后需要切割吊耳结构的复杂操作,提高工作效率以及经济效益。
Steel pipe pile and hoisting method thereof
钢管桩及其起吊方法
ZHANG WENYAO (author) / WU XIUJIE (author) / OU ZHENTANG (author) / LU KUN (author) / FENG JINJIE (author) / WANG WENJUN (author) / LIU ZIDAN (author) / LI DAWEI (author) / LIANG XIAORONG (author) / YANG JUN (author)
2023-01-03
Patent
Electronic Resource
Chinese
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