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Construction method of outer wall corner constructional column
The invention discloses an exterior wall corner constructional column construction method and relates to the field of building construction. The outer wall corner constructional column construction method comprises the following steps that according to the floor height of a constructional column, an L-shaped bottom inner side formwork, an L-shaped bottom outer side formwork corresponding to the bottom inner side formwork, at least one L-shaped upper inner side formwork and L-shaped upper outer side formworks in one-to-one correspondence with the upper inner side formworks are manufactured; a bottom inner side formwork and a bottom outer side formwork are used for enclosure pouring to obtain a lower-layer constructional column; after the lower-layer constructional column is poured, at least one upper-layer constructional column is obtained by sequentially enclosing and pouring at least one upper-part inner side template and a corresponding upper-part outer side template from bottom to top before concrete of the lower-layer constructional column is solidified, and the lower-layer constructional column and the at least one upper-layer constructional column are sequentially connected to form the constructional column; and after maintenance is completed, all the formworks are dismantled. According to the construction method for the outer wall corner constructional column, a construction platform does not need to be erected for construction, formwork installation and construction are facilitated, and the safety of operators during construction is improved.
一种外墙转角构造柱施工方法,涉及建筑施工领域。外墙转角构造柱施工方法包括以下步骤:根据构造柱的层高制造L形的底部内侧模板、与底部内侧模板对应的L形底部外侧模板、至少一个L形的上部内侧模板及与上部内侧模板一一对应的L形上部外侧模板;使用底部内侧模板和底部外侧模板围合浇筑得到下层构造柱;浇筑完下层构造柱后,在下层构造柱的混凝土凝固前使用至少一个上部内侧模板和对应上部外侧模板从下至上依次围合浇筑得到至少一个上层构造柱,使下层构造柱和至少一个上层构造柱依次连接组成构造柱;养护完成后拆除各个模板。本申请提供的外墙转角构造柱施工方法不需要搭设施工平台进行施工,方便模板安装施工并提高了作业人员的施工时安全。
Construction method of outer wall corner constructional column
The invention discloses an exterior wall corner constructional column construction method and relates to the field of building construction. The outer wall corner constructional column construction method comprises the following steps that according to the floor height of a constructional column, an L-shaped bottom inner side formwork, an L-shaped bottom outer side formwork corresponding to the bottom inner side formwork, at least one L-shaped upper inner side formwork and L-shaped upper outer side formworks in one-to-one correspondence with the upper inner side formworks are manufactured; a bottom inner side formwork and a bottom outer side formwork are used for enclosure pouring to obtain a lower-layer constructional column; after the lower-layer constructional column is poured, at least one upper-layer constructional column is obtained by sequentially enclosing and pouring at least one upper-part inner side template and a corresponding upper-part outer side template from bottom to top before concrete of the lower-layer constructional column is solidified, and the lower-layer constructional column and the at least one upper-layer constructional column are sequentially connected to form the constructional column; and after maintenance is completed, all the formworks are dismantled. According to the construction method for the outer wall corner constructional column, a construction platform does not need to be erected for construction, formwork installation and construction are facilitated, and the safety of operators during construction is improved.
一种外墙转角构造柱施工方法,涉及建筑施工领域。外墙转角构造柱施工方法包括以下步骤:根据构造柱的层高制造L形的底部内侧模板、与底部内侧模板对应的L形底部外侧模板、至少一个L形的上部内侧模板及与上部内侧模板一一对应的L形上部外侧模板;使用底部内侧模板和底部外侧模板围合浇筑得到下层构造柱;浇筑完下层构造柱后,在下层构造柱的混凝土凝固前使用至少一个上部内侧模板和对应上部外侧模板从下至上依次围合浇筑得到至少一个上层构造柱,使下层构造柱和至少一个上层构造柱依次连接组成构造柱;养护完成后拆除各个模板。本申请提供的外墙转角构造柱施工方法不需要搭设施工平台进行施工,方便模板安装施工并提高了作业人员的施工时安全。
Construction method of outer wall corner constructional column
一种外墙转角构造柱施工方法
YANG CHAOFAN (Autor:in) / CHEN XUBING (Autor:in) / CAO KUNPENG (Autor:in) / REN WENGUANG (Autor:in) / SONG JUNCHEN (Autor:in)
20.02.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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