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Ultrahigh floor wall pouring method
The invention belongs to the technical field of building construction processes, and particularly relates to an ultrahigh floor wall pouring method. The method comprises the steps that a plurality of aluminum alloy formworks are spliced and fixed into a wall formwork according to a preset size; then surveying and setting out are carried out, and reserved pre-embedding is carried out; wall column steel bars are bound; a wall formwork root construction joint is arranged, and the wall formwork formed by splicing and fixing is installed on the wall formwork root construction joint; a beam formwork is installed; beam plate steel bars are bound; a floor formwork is installed and leveled; overall correction, reinforcement inspection and wall formwork bottom ash filling are carried out; and finally, concrete pouring is carried out. The spliced and fixed spliced formwork is transferred to a high-rise construction position through a crane to be directly used, and transportation and transfer are facilitated; the formworks, back edges and the like do not need to be placed separately, and the occupied space is small; and stacked bulk materials do not need to be spliced again on a high rise, objects are prevented from falling from high altitudes, the spliced and fixed spliced formwork is directly used, repeated formwork splicing of workers is reduced, the construction difficulty is reduced, and the machining efficiency is improved.
本发明属于建筑施工工艺的技术领域,尤其涉及一种超高楼层墙体浇筑方法,将多个铝合金模板按预设尺寸拼接固定成墙面模板;接着进行测量放线以及做预留预埋;绑扎墙柱钢筋;设置墙面模板根部施工节点,在墙面模板根部施工节点上以拼接固定成的墙面模板安装;安装梁模板;绑扎梁板钢筋;安装楼面模板并进行调平;进行整体校正、加固检查、以及墙面模板底部填灰;最后混凝土浇筑;把已经拼装固定好的拼装模板通过吊机转运至高层施工处直接使用,便于运输转移;无需分开放置模板和背楞等,占用空间小;无需在高层将堆放的散装材料再拼接,避免高空坠物,而且直接使用拼装固定好的拼装模板,减少工人反复拼模,降低施工难度,提高加工效率。
Ultrahigh floor wall pouring method
The invention belongs to the technical field of building construction processes, and particularly relates to an ultrahigh floor wall pouring method. The method comprises the steps that a plurality of aluminum alloy formworks are spliced and fixed into a wall formwork according to a preset size; then surveying and setting out are carried out, and reserved pre-embedding is carried out; wall column steel bars are bound; a wall formwork root construction joint is arranged, and the wall formwork formed by splicing and fixing is installed on the wall formwork root construction joint; a beam formwork is installed; beam plate steel bars are bound; a floor formwork is installed and leveled; overall correction, reinforcement inspection and wall formwork bottom ash filling are carried out; and finally, concrete pouring is carried out. The spliced and fixed spliced formwork is transferred to a high-rise construction position through a crane to be directly used, and transportation and transfer are facilitated; the formworks, back edges and the like do not need to be placed separately, and the occupied space is small; and stacked bulk materials do not need to be spliced again on a high rise, objects are prevented from falling from high altitudes, the spliced and fixed spliced formwork is directly used, repeated formwork splicing of workers is reduced, the construction difficulty is reduced, and the machining efficiency is improved.
本发明属于建筑施工工艺的技术领域,尤其涉及一种超高楼层墙体浇筑方法,将多个铝合金模板按预设尺寸拼接固定成墙面模板;接着进行测量放线以及做预留预埋;绑扎墙柱钢筋;设置墙面模板根部施工节点,在墙面模板根部施工节点上以拼接固定成的墙面模板安装;安装梁模板;绑扎梁板钢筋;安装楼面模板并进行调平;进行整体校正、加固检查、以及墙面模板底部填灰;最后混凝土浇筑;把已经拼装固定好的拼装模板通过吊机转运至高层施工处直接使用,便于运输转移;无需分开放置模板和背楞等,占用空间小;无需在高层将堆放的散装材料再拼接,避免高空坠物,而且直接使用拼装固定好的拼装模板,减少工人反复拼模,降低施工难度,提高加工效率。
Ultrahigh floor wall pouring method
超高楼层墙体浇筑方法
ZHANG HUIJIE (Autor:in) / LI CUILING (Autor:in) / YANG DONG (Autor:in) / LI ZHENXIONG (Autor:in) / WANG SHIGANG (Autor:in) / AO JULIAN (Autor:in) / HUANG YUNHUI (Autor:in) / CHEN YA (Autor:in) / ZENG WEIDONG (Autor:in) / LIU XIANLONG (Autor:in)
17.08.2021
Patent
Elektronische Ressource
Chinesisch
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