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Construction method of fabricated berthing pier
The invention discloses a construction method of a fabricated berthing pier. The method is based on a traditional berthing pier construction method. A plurality of sections of components are arranged,the pier body prefabricated structure is composed of multiple sections, on-site construction workload is reduced, foundation and component prefabrication can be synchronously carried out, the processof sequential construction from a foundation to an upper structure in the past is broken through, operation efficiency is improved through synchronous construction, working efficiency is improved, construction period is shortened, through arrangement of the steel pipe anchor columns, all components are connected in series through the built-in steel pipe anchor columns after the components are installed, the shear capacity of the splicing position is improved, and mooring force and impact force of the berthing pier are met.
本发明公开了装配式靠船墩施工方法,本发明在传统的靠船墩施工方法的基础上,通过多段构件的设置,墩身预制结构多段构成,减少现场施工作业量,实现基础和构件预制同步进行,打破以往从基础到上部结构按顺序施工的工艺,同步施工增加作业效率,提高工作效率,减少工期时间,通过钢管锚柱的设置,构件安装后的连接采用内置钢管锚柱将各构件串联,增加拼接处的抗剪能力,满足靠船墩的系缆力和撞击力。
Construction method of fabricated berthing pier
The invention discloses a construction method of a fabricated berthing pier. The method is based on a traditional berthing pier construction method. A plurality of sections of components are arranged,the pier body prefabricated structure is composed of multiple sections, on-site construction workload is reduced, foundation and component prefabrication can be synchronously carried out, the processof sequential construction from a foundation to an upper structure in the past is broken through, operation efficiency is improved through synchronous construction, working efficiency is improved, construction period is shortened, through arrangement of the steel pipe anchor columns, all components are connected in series through the built-in steel pipe anchor columns after the components are installed, the shear capacity of the splicing position is improved, and mooring force and impact force of the berthing pier are met.
本发明公开了装配式靠船墩施工方法,本发明在传统的靠船墩施工方法的基础上,通过多段构件的设置,墩身预制结构多段构成,减少现场施工作业量,实现基础和构件预制同步进行,打破以往从基础到上部结构按顺序施工的工艺,同步施工增加作业效率,提高工作效率,减少工期时间,通过钢管锚柱的设置,构件安装后的连接采用内置钢管锚柱将各构件串联,增加拼接处的抗剪能力,满足靠船墩的系缆力和撞击力。
Construction method of fabricated berthing pier
装配式靠船墩施工方法
CAO LINGTAO (Autor:in)
27.10.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02C
SHIP-LIFTING DEVICES OR MECHANISMS
,
Schiffshebevorrichtungen
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