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Hanging structure lifting construction method
The invention discloses a lifting construction method for a suspension structure. The lifting construction method comprises the following steps: S1, pre-constructing a lifting structure with X (Xgt; X (Xgt), X (Xgt) and X (Xgt) on the ground and/or the top of a building around a building body; the method comprises the steps that (1) steel beams of the layer number are spliced into a structural beam, the structural beam is lifted to a first floor, and the first floor is the top floor in the floors of the to-be-connected steel beams; s2, steel beams, located on the top floor, in the structural beams are fixed to the first floor; s3, descending other steel beams in the structural beam by a Y layer, wherein Y is less than X; s4, the steel beam located on the topmost layer in the rest steel beams is installed on the corresponding floor; and S5, the steps S3 and S4 are repeated, and the steel beams are installed on the corresponding floors correspondingly. The steel beams are spliced into the structural beams firstly, then the structural beams are lifted to the first floor, finally, the structural beams descend, the steel beams on the structural beams are installed on all the floors step by step, the construction process of repeated lifting is omitted, and the construction period is greatly shortened.
本发明公开了一种悬挂结构升降施工方法,包括如下步骤:S1、于地面和/或楼体周围的楼栋的顶部预先将具有X(X>1)层数的钢梁拼接成结构梁,将结构梁提升至第一楼层上,第一楼层为待连接钢梁的楼层中位于顶部的楼层;S2、将结构梁中位于顶层的钢梁固定于第一楼层;S3、将结构梁中其余的钢梁下降Y层,其中Y<X;S4、将其余的钢梁中位于最顶层的钢梁安装于对应的该楼层;S5、重复S3、S4步骤,使钢梁分别安装于对应的楼层上。先对钢梁拼接成结构梁,再将结构梁提升至第一楼层,最后通过将结构梁下降,逐步将结构梁上的钢梁安装于各楼层上,省去了重复提升的施工流程,大大缩短了施工周期。
Hanging structure lifting construction method
The invention discloses a lifting construction method for a suspension structure. The lifting construction method comprises the following steps: S1, pre-constructing a lifting structure with X (Xgt; X (Xgt), X (Xgt) and X (Xgt) on the ground and/or the top of a building around a building body; the method comprises the steps that (1) steel beams of the layer number are spliced into a structural beam, the structural beam is lifted to a first floor, and the first floor is the top floor in the floors of the to-be-connected steel beams; s2, steel beams, located on the top floor, in the structural beams are fixed to the first floor; s3, descending other steel beams in the structural beam by a Y layer, wherein Y is less than X; s4, the steel beam located on the topmost layer in the rest steel beams is installed on the corresponding floor; and S5, the steps S3 and S4 are repeated, and the steel beams are installed on the corresponding floors correspondingly. The steel beams are spliced into the structural beams firstly, then the structural beams are lifted to the first floor, finally, the structural beams descend, the steel beams on the structural beams are installed on all the floors step by step, the construction process of repeated lifting is omitted, and the construction period is greatly shortened.
本发明公开了一种悬挂结构升降施工方法,包括如下步骤:S1、于地面和/或楼体周围的楼栋的顶部预先将具有X(X>1)层数的钢梁拼接成结构梁,将结构梁提升至第一楼层上,第一楼层为待连接钢梁的楼层中位于顶部的楼层;S2、将结构梁中位于顶层的钢梁固定于第一楼层;S3、将结构梁中其余的钢梁下降Y层,其中Y<X;S4、将其余的钢梁中位于最顶层的钢梁安装于对应的该楼层;S5、重复S3、S4步骤,使钢梁分别安装于对应的楼层上。先对钢梁拼接成结构梁,再将结构梁提升至第一楼层,最后通过将结构梁下降,逐步将结构梁上的钢梁安装于各楼层上,省去了重复提升的施工流程,大大缩短了施工周期。
Hanging structure lifting construction method
一种悬挂结构升降施工方法
WANG LIPENG (author) / LIU HUANYUN (author) / DONG JING (author) / YU FANGQI (author) / JIANG XIONG (author) / HU BO (author) / LI LIANG (author) / ZHAO LONG (author)
2023-06-23
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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