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Scaffold climbing method for protruding component structural layer
The invention relates to the technical field of attached lifting scaffolds, in particular to a scaffold climbing method for a protruding component structural layer, which comprises the following steps: fixing a bracket at the edge of the structural layer where a protruding component is located, mounting a turnover pouring template on the bracket in a hinged manner, arranging a steel wire rope on the outer side, and pulling the steel wire rope, turning the turnover pouring template inwards along the hinged shaft; the scaffold climbs upwards to be higher than the protruding component by one layer; the steel wire rope is loosened until the turnover type pouring formwork is laid flat; concrete pouring is conducted on the protruding components; after concrete curing is completed, the bracket is detached, and the turnover type pouring formwork is demolded and recycled; when the scaffold climbs, the turnable pouring formwork overturns towards one side of the structure body, the attached lifting scaffold is prevented from colliding with the protruding component, and the usability of the attached lifting scaffold is guaranteed. After the scaffold climbs, the pouring of the protruding component can be carried out by laying the turnover type pouring formwork flat, and an outer side construction platform does not need to be erected.
本发明涉及附着式升降脚手架技术领域,特别是涉及一种用于凸起构件结构层的脚手架爬升方法,包括如下步骤:在凸起构件所在结构层临边处固定托架,在托架上铰接安装可翻转式浇筑模板,外侧设置有钢丝绳,拉拽钢丝绳,使可翻转式浇筑模板沿铰接轴向内侧翻转;脚手架向上爬升至高于凸起构件一层;放松钢丝绳至可翻转式浇筑模板放平;进行凸起构件混凝土浇筑;混凝土养护完成,拆卸托架,可翻转式浇筑模板脱模、回收;脚手架爬升时,可翻转式浇筑模板向结构主体一侧翻转,避免附着式升降脚手架与凸起构件相撞,保证了附着式升降脚手架可用性;脚手架爬升后,放平可翻转式浇筑模板即可进行凸起构件浇筑,无需搭设外侧施工平台。
Scaffold climbing method for protruding component structural layer
The invention relates to the technical field of attached lifting scaffolds, in particular to a scaffold climbing method for a protruding component structural layer, which comprises the following steps: fixing a bracket at the edge of the structural layer where a protruding component is located, mounting a turnover pouring template on the bracket in a hinged manner, arranging a steel wire rope on the outer side, and pulling the steel wire rope, turning the turnover pouring template inwards along the hinged shaft; the scaffold climbs upwards to be higher than the protruding component by one layer; the steel wire rope is loosened until the turnover type pouring formwork is laid flat; concrete pouring is conducted on the protruding components; after concrete curing is completed, the bracket is detached, and the turnover type pouring formwork is demolded and recycled; when the scaffold climbs, the turnable pouring formwork overturns towards one side of the structure body, the attached lifting scaffold is prevented from colliding with the protruding component, and the usability of the attached lifting scaffold is guaranteed. After the scaffold climbs, the pouring of the protruding component can be carried out by laying the turnover type pouring formwork flat, and an outer side construction platform does not need to be erected.
本发明涉及附着式升降脚手架技术领域,特别是涉及一种用于凸起构件结构层的脚手架爬升方法,包括如下步骤:在凸起构件所在结构层临边处固定托架,在托架上铰接安装可翻转式浇筑模板,外侧设置有钢丝绳,拉拽钢丝绳,使可翻转式浇筑模板沿铰接轴向内侧翻转;脚手架向上爬升至高于凸起构件一层;放松钢丝绳至可翻转式浇筑模板放平;进行凸起构件混凝土浇筑;混凝土养护完成,拆卸托架,可翻转式浇筑模板脱模、回收;脚手架爬升时,可翻转式浇筑模板向结构主体一侧翻转,避免附着式升降脚手架与凸起构件相撞,保证了附着式升降脚手架可用性;脚手架爬升后,放平可翻转式浇筑模板即可进行凸起构件浇筑,无需搭设外侧施工平台。
Scaffold climbing method for protruding component structural layer
用于凸起构件结构层的脚手架爬升方法
CHEN SHUAI (Autor:in) / LANG CHENGJIE (Autor:in) / WANG ZHIYU (Autor:in) / ZHOU XUE (Autor:in)
02.06.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
British Library Conference Proceedings | 2005
|Europäisches Patentamt | 2021
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