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Construction method for upper structure of beam-slab long-piled wharf
The invention discloses a construction method of a superstructure of a beam-slab long-piled wharf. The superstructure comprises a lower cross beam, a berthing member, a walkway plate, a longitudinal beam, an upper cross beam, a panel and a surface layer. The bottom of the front edge of the lower cross beam extends downwards to form a lower cross beam sinking section with the rear end face being an inclined face. According to the construction method, the lower cross beam is divided into a lower cross beam front edge section and a lower cross beam rear edge section, and the upper cross beam is divided into an upper cross beam front edge section and an upper cross beam rear edge section. The construction method provided by the invention is carried out according to the following steps. Lower cross beam rear edge section waling system installation, lower cross beam sinking section waling system installation, berthing component installation, lower cross beam sinking section pouring, lower cross beam rear edge section pouring, walkway plate shelving abutment pouring, rear edge longitudinal beam installation, upper cross beam rear edge section pouring, walkway plate installation, lower cross beam front edge section pouring and front edge longitudinal beam installation pouring the front edge section of the upper cross beam; mounting a panel; and pouring a surface layer. The construction efficiency of the wharf superstructure can be improved, and the construction progress of a project is effectively guaranteed.
本发明公开了一种梁板式高桩码头上部结构的施工方法,上部结构包括下横梁、靠船构件、走道板、纵梁、上横梁、面板和面层;下横梁的前沿底部向下延伸有后端面为斜面的下横梁下沉段;本发明的施工方法是将下横梁分成下横梁前沿段和下横梁后沿段,将上横梁分成上横梁前沿段和上横梁后沿段。本发明的施工方法按以下步骤进行:下横梁后沿段围囹体系安装→下横梁下沉段围囹体系安装→靠船构件安装→下横梁下沉段浇筑→下横梁后沿段浇筑→走道板搁置墩台浇筑→后沿的纵梁安装→上横梁后沿段浇筑→走道板安装→下横梁前沿段浇筑→前沿的纵梁安装→上横梁前沿段浇筑→面板安装→面层浇筑。本发明能提高码头上部结构的施工功效,有效保证了工程的施工进度。
Construction method for upper structure of beam-slab long-piled wharf
The invention discloses a construction method of a superstructure of a beam-slab long-piled wharf. The superstructure comprises a lower cross beam, a berthing member, a walkway plate, a longitudinal beam, an upper cross beam, a panel and a surface layer. The bottom of the front edge of the lower cross beam extends downwards to form a lower cross beam sinking section with the rear end face being an inclined face. According to the construction method, the lower cross beam is divided into a lower cross beam front edge section and a lower cross beam rear edge section, and the upper cross beam is divided into an upper cross beam front edge section and an upper cross beam rear edge section. The construction method provided by the invention is carried out according to the following steps. Lower cross beam rear edge section waling system installation, lower cross beam sinking section waling system installation, berthing component installation, lower cross beam sinking section pouring, lower cross beam rear edge section pouring, walkway plate shelving abutment pouring, rear edge longitudinal beam installation, upper cross beam rear edge section pouring, walkway plate installation, lower cross beam front edge section pouring and front edge longitudinal beam installation pouring the front edge section of the upper cross beam; mounting a panel; and pouring a surface layer. The construction efficiency of the wharf superstructure can be improved, and the construction progress of a project is effectively guaranteed.
本发明公开了一种梁板式高桩码头上部结构的施工方法,上部结构包括下横梁、靠船构件、走道板、纵梁、上横梁、面板和面层;下横梁的前沿底部向下延伸有后端面为斜面的下横梁下沉段;本发明的施工方法是将下横梁分成下横梁前沿段和下横梁后沿段,将上横梁分成上横梁前沿段和上横梁后沿段。本发明的施工方法按以下步骤进行:下横梁后沿段围囹体系安装→下横梁下沉段围囹体系安装→靠船构件安装→下横梁下沉段浇筑→下横梁后沿段浇筑→走道板搁置墩台浇筑→后沿的纵梁安装→上横梁后沿段浇筑→走道板安装→下横梁前沿段浇筑→前沿的纵梁安装→上横梁前沿段浇筑→面板安装→面层浇筑。本发明能提高码头上部结构的施工功效,有效保证了工程的施工进度。
Construction method for upper structure of beam-slab long-piled wharf
一种梁板式高桩码头上部结构的施工方法
LIU HANG (author) / XU JUNYI (author) / WANG XIAOPENG (author) / DING YOUWEN (author) / GUO ZONGHAI (author) / LIN HUIZHANG (author)
2023-10-03
Patent
Electronic Resource
Chinese
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