Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
High-rise overhanging support and erecting method
The invention discloses a high-rise cantilever support and an erecting method, and the erecting method comprises the following steps: step 1, taking a floor slab of the next layer of a main floor slab as a main supporting surface, and erecting an inner supporting frame on the main supporting surface, the inner supporting frame being used for supporting a main floor slab template; 2, an overhanging supporting frame is erected below the overhanging position, and the overhanging supporting frame is used for supporting the overhanging formwork; 3, the outer protection frame extends upwards till the upper end of the outer protection frame is higher than the upper portion of the cantilever; and 4, a plurality of inclined supporting column sets are additionally arranged on the edge, close to the cantilever, of the main supporting face, the inclined supporting column sets are distributed at the edge of the main supporting face in the length direction of the cantilever at intervals, and the upper end of each inclined supporting column set abuts against the lower end of the cantilever formwork. The overhanging formwork is reinforced and supported by directly building the overhanging supporting frame below the overhanging formwork and arranging the shoe supporting column sets, so that the supporting effect of the overhanging formwork is good, and the bearing capacity and the safety performance are both improved.
本发明公开了一种高楼悬挑支架及搭设方法，高楼悬挑支架搭设方法包括如下步骤：步骤1：以主楼板下一层的楼板作为主支撑面，在主支撑面上搭设内支撑架，内支撑架用于支撑主楼板模板；步骤2：在悬挑处的下方搭设悬挑支撑架，悬挑支撑架用以支撑悬挑模板；步骤3：将外防护架上延至其上端高于悬挑的上方；步骤4：在主支撑面靠近悬挑的边缘处加设多组斜撑柱组，多组斜撑柱组在主支撑面的边缘处沿悬挑的长度方向间隔分布，每组斜撑柱组的上端与悬挑模板的下端相抵。通过直接在悬挑的下方搭建悬挑支撑架并设置鞋撑柱组来对悬挑模板进行加固支撑，这样使得悬挑模板的支撑效果佳，承重能力和安全性能均提升。
High-rise overhanging support and erecting method
The invention discloses a high-rise cantilever support and an erecting method, and the erecting method comprises the following steps: step 1, taking a floor slab of the next layer of a main floor slab as a main supporting surface, and erecting an inner supporting frame on the main supporting surface, the inner supporting frame being used for supporting a main floor slab template; 2, an overhanging supporting frame is erected below the overhanging position, and the overhanging supporting frame is used for supporting the overhanging formwork; 3, the outer protection frame extends upwards till the upper end of the outer protection frame is higher than the upper portion of the cantilever; and 4, a plurality of inclined supporting column sets are additionally arranged on the edge, close to the cantilever, of the main supporting face, the inclined supporting column sets are distributed at the edge of the main supporting face in the length direction of the cantilever at intervals, and the upper end of each inclined supporting column set abuts against the lower end of the cantilever formwork. The overhanging formwork is reinforced and supported by directly building the overhanging supporting frame below the overhanging formwork and arranging the shoe supporting column sets, so that the supporting effect of the overhanging formwork is good, and the bearing capacity and the safety performance are both improved.
本发明公开了一种高楼悬挑支架及搭设方法，高楼悬挑支架搭设方法包括如下步骤：步骤1：以主楼板下一层的楼板作为主支撑面，在主支撑面上搭设内支撑架，内支撑架用于支撑主楼板模板；步骤2：在悬挑处的下方搭设悬挑支撑架，悬挑支撑架用以支撑悬挑模板；步骤3：将外防护架上延至其上端高于悬挑的上方；步骤4：在主支撑面靠近悬挑的边缘处加设多组斜撑柱组，多组斜撑柱组在主支撑面的边缘处沿悬挑的长度方向间隔分布，每组斜撑柱组的上端与悬挑模板的下端相抵。通过直接在悬挑的下方搭建悬挑支撑架并设置鞋撑柱组来对悬挑模板进行加固支撑，这样使得悬挑模板的支撑效果佳，承重能力和安全性能均提升。
High-rise overhanging support and erecting method
一种高楼悬挑支架及搭设方法
YANG YUNHUA (Autor:in) / LI HUI (Autor:in) / GAO SHANG (Autor:in) / FENG JIAJIN (Autor:in) / ZHAO HAOCHEN (Autor:in) / PENG YING (Autor:in) / ZHU ZHONGYI (Autor:in) / ZHENG YUMENG (Autor:in) / ZHANG SHUAI (Autor:in) / WANG YUXI (Autor:in)
04.08.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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