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Overhead suspended ceiling construction method suitable for super high-rise steel corridor
The invention relates to the field of building construction, in particular to an overhead suspended ceiling construction method suitable for a super high-rise steel corridor. Comprising the steps that S1, according to the overall layout of the super high-rise steel corridor, a suspended ceiling is deeply designed and changed into a unit plate form, and 24 unit plates are arranged in total; s2, the ceiling construction technological process is divided into a D + 1 layer hoisting equipment placement area, a D layer installation operation layer and a ground layer construction preparation area in sequence from top to bottom; s3, the unit plates are assembled and transported to a ground layer construction preparation area to be stored and wait for hoisting; s4, measuring, setting out and marking the mounting positions of the unit plates on the mounting operation layer D; s5, sequentially measuring, paying off and marking the mounting positions of the winch and the hanging basket on the D + 1 layer hoisting equipment placement area; s6, a winch and a hanging basket are sequentially installed in place in the D + 1 layer hoisting equipment placement area; s7, the 24 unit plates are sequentially installed in place through a crane, a winch and a hanging basket according to the construction sequence; and S8, edge closing and opening closing construction is conducted on the 24 unit plates.
本发明为建筑施工领域,是一种适用于超高层钢连廊的空中吊顶施工方法。包括:S1、根据超高层钢连廊整体布局,将吊顶深化设计并变更为单元板块形式,共设置24个单元板块;S2、将吊顶施工工艺流程分区:从上到下依次为D+1层吊装设备安置区、D层安装作业层和地面层施工准备区;S3、将单元板块组装并运输至地面层施工准备区存放等待吊装;S4、在D层安装作业层上对单元板块的安装位置进行测量放线并标记;S5、在D+1层吊装设备安置区上对卷扬机和吊篮的安装位置依次测量放线并标记;S6、在D+1层吊装设备安置区上将卷扬机以及吊篮依次安装就位;S7、通过吊车、卷扬机以及吊篮依次按施工顺序将24个单元板块安装就位;S8、对24个单元板块进行收边收口施工。
Overhead suspended ceiling construction method suitable for super high-rise steel corridor
The invention relates to the field of building construction, in particular to an overhead suspended ceiling construction method suitable for a super high-rise steel corridor. Comprising the steps that S1, according to the overall layout of the super high-rise steel corridor, a suspended ceiling is deeply designed and changed into a unit plate form, and 24 unit plates are arranged in total; s2, the ceiling construction technological process is divided into a D + 1 layer hoisting equipment placement area, a D layer installation operation layer and a ground layer construction preparation area in sequence from top to bottom; s3, the unit plates are assembled and transported to a ground layer construction preparation area to be stored and wait for hoisting; s4, measuring, setting out and marking the mounting positions of the unit plates on the mounting operation layer D; s5, sequentially measuring, paying off and marking the mounting positions of the winch and the hanging basket on the D + 1 layer hoisting equipment placement area; s6, a winch and a hanging basket are sequentially installed in place in the D + 1 layer hoisting equipment placement area; s7, the 24 unit plates are sequentially installed in place through a crane, a winch and a hanging basket according to the construction sequence; and S8, edge closing and opening closing construction is conducted on the 24 unit plates.
本发明为建筑施工领域,是一种适用于超高层钢连廊的空中吊顶施工方法。包括:S1、根据超高层钢连廊整体布局,将吊顶深化设计并变更为单元板块形式,共设置24个单元板块;S2、将吊顶施工工艺流程分区:从上到下依次为D+1层吊装设备安置区、D层安装作业层和地面层施工准备区;S3、将单元板块组装并运输至地面层施工准备区存放等待吊装;S4、在D层安装作业层上对单元板块的安装位置进行测量放线并标记;S5、在D+1层吊装设备安置区上对卷扬机和吊篮的安装位置依次测量放线并标记;S6、在D+1层吊装设备安置区上将卷扬机以及吊篮依次安装就位;S7、通过吊车、卷扬机以及吊篮依次按施工顺序将24个单元板块安装就位;S8、对24个单元板块进行收边收口施工。
Overhead suspended ceiling construction method suitable for super high-rise steel corridor
一种适用于超高层钢连廊的空中吊顶施工方法
LIU SHUXING (Autor:in) / GUO NING (Autor:in) / WANG JINXIN (Autor:in) / WANG DONGKAI (Autor:in) / ZHANG YANGYANG (Autor:in) / HUANG XIAOLEI (Autor:in) / CHEN FUPENG (Autor:in) / SU JIALE (Autor:in)
29.09.2023
Patent
Elektronische Ressource
Chinesisch
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