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Construction process for cast-in-place breast wall of gravity type wharf
The invention provides a construction process for a gravity type wharf cast-in-place breast wall, which comprises the following steps: S1) layering: dividing a breast wall to be constructed into at least two layers from top to bottom, and carrying out layered construction according to a sequence from bottom to top; s2) formwork installation: formwork assembly is carried out according to a sealing layer in a tool type large formwork scheme, an inner formwork and an outer formwork which are located on two sides of the caisson and an end formwork located at the end of the caisson are included, and the installation height part of the formwork coincides with the caisson, so that the caisson is wrapped by the formwork; the size of a pouring cavity formed by the formwork is adjusted through an adjusting assembly between the end formwork and the inner formwork or the outer formwork, and/or the end formwork is made to rotate along the inner formwork or the outer formwork through the adjusting assembly, so that an inclined face is formed by the end formwork to supplement the deviation of the caisson, and the formwork is poured in the mode that the middle is firstly poured and then the two sides are poured.
本发明提供了用于重力式码头现浇胸墙的施工工艺,包括以下步骤:S1)分层:从上之下,将待施工胸墙分为至少两层,并按照从下至上的顺序,分层施工;S2)模板安装:以工具式大模板方案按照封层进行模板拼装,包括位于沉箱两侧的内模板和外模板,以及位于沉箱端部的端部模板,模板安装高度部分与沉箱重合,使得模板将沉箱进行包覆;S3)模板调整:利用端模与内模板或外模板之间的调节组件,调节模板形成的浇筑腔的大小;和/或通过调节组件,使得端模沿内模板或外模板旋转,使得端模形成倾斜面,以补充沉箱的偏差;S4)模板浇筑:按照先中间后两边的方式浇筑模板。
Construction process for cast-in-place breast wall of gravity type wharf
The invention provides a construction process for a gravity type wharf cast-in-place breast wall, which comprises the following steps: S1) layering: dividing a breast wall to be constructed into at least two layers from top to bottom, and carrying out layered construction according to a sequence from bottom to top; s2) formwork installation: formwork assembly is carried out according to a sealing layer in a tool type large formwork scheme, an inner formwork and an outer formwork which are located on two sides of the caisson and an end formwork located at the end of the caisson are included, and the installation height part of the formwork coincides with the caisson, so that the caisson is wrapped by the formwork; the size of a pouring cavity formed by the formwork is adjusted through an adjusting assembly between the end formwork and the inner formwork or the outer formwork, and/or the end formwork is made to rotate along the inner formwork or the outer formwork through the adjusting assembly, so that an inclined face is formed by the end formwork to supplement the deviation of the caisson, and the formwork is poured in the mode that the middle is firstly poured and then the two sides are poured.
本发明提供了用于重力式码头现浇胸墙的施工工艺,包括以下步骤:S1)分层:从上之下,将待施工胸墙分为至少两层,并按照从下至上的顺序,分层施工;S2)模板安装:以工具式大模板方案按照封层进行模板拼装,包括位于沉箱两侧的内模板和外模板,以及位于沉箱端部的端部模板,模板安装高度部分与沉箱重合,使得模板将沉箱进行包覆;S3)模板调整:利用端模与内模板或外模板之间的调节组件,调节模板形成的浇筑腔的大小;和/或通过调节组件,使得端模沿内模板或外模板旋转,使得端模形成倾斜面,以补充沉箱的偏差;S4)模板浇筑:按照先中间后两边的方式浇筑模板。
Construction process for cast-in-place breast wall of gravity type wharf
用于重力式码头现浇胸墙的施工工艺
CHEN GUOPING (Autor:in) / SUN QIANJIN (Autor:in) / CHEN KUN (Autor:in) / GU LINGFENG (Autor:in) / TANG JIANGANG (Autor:in) / XU RONG (Autor:in)
08.12.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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