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Side beam embedded overhanging type scaffold and construction method thereof
The invention discloses a side beam pre-embedded overhanging type scaffold and a construction method thereof, and belongs to the technical field of building construction.The side beam pre-embedded overhanging type scaffold comprises a first overhanging beam, a second overhanging beam and a third overhanging beam, the cantilever I-shaped steel is mounted on the first cantilever beam through the embedded bolts; the lower end of the scaffold body is arranged on the cantilever I-shaped steel; the second cantilever beam is located above the first cantilever beam, the second cantilever beam and the first cantilever beam are arranged in parallel in a spaced mode, and a second embedded bolt is embedded in the outer side of the second cantilever beam; the upper end of the diagonal draw bar is connected with the second embedded bolt on the second cantilever beam, the lower end of the diagonal draw bar is connected with the cantilever I-shaped steel, and the stress state of the diagonal draw bar can be adjusted. The construction method of the side beam pre-embedded overhanging type scaffold is used for constructing and forming the side beam pre-embedded overhanging type scaffold. Concrete construction quality and structure safety can be guaranteed, and the construction period is shortened.
本发明公开了一种侧梁预埋悬挑式脚手架及其施工方法,其属于建筑施工技术领域,侧梁预埋悬挑式脚手架,包括:第一悬挑梁,其外侧预埋有第一预埋螺栓;悬挑工字钢,通过所述预埋螺栓安装于所述第一悬挑梁上;脚手架本体,所述脚手架本体的下端设于所述悬挑工字钢上;第二悬挑梁,位于所述第一悬挑梁的上方且与所述第一悬挑梁平行间隔设置,所述第二悬挑梁的外侧预埋有第二预埋螺栓;斜拉杆,上端与所述第二悬挑梁上的所述第二预埋螺栓连接,下端与所述悬挑工字钢连接,所述斜拉杆的受力状态能够调节。侧梁预埋悬挑式脚手架的施工方法用于施工形成上述的侧梁预埋悬挑式脚手架。本发明能够保证混凝土施工质量及结构安全,缩短施工周期。
Side beam embedded overhanging type scaffold and construction method thereof
The invention discloses a side beam pre-embedded overhanging type scaffold and a construction method thereof, and belongs to the technical field of building construction.The side beam pre-embedded overhanging type scaffold comprises a first overhanging beam, a second overhanging beam and a third overhanging beam, the cantilever I-shaped steel is mounted on the first cantilever beam through the embedded bolts; the lower end of the scaffold body is arranged on the cantilever I-shaped steel; the second cantilever beam is located above the first cantilever beam, the second cantilever beam and the first cantilever beam are arranged in parallel in a spaced mode, and a second embedded bolt is embedded in the outer side of the second cantilever beam; the upper end of the diagonal draw bar is connected with the second embedded bolt on the second cantilever beam, the lower end of the diagonal draw bar is connected with the cantilever I-shaped steel, and the stress state of the diagonal draw bar can be adjusted. The construction method of the side beam pre-embedded overhanging type scaffold is used for constructing and forming the side beam pre-embedded overhanging type scaffold. Concrete construction quality and structure safety can be guaranteed, and the construction period is shortened.
本发明公开了一种侧梁预埋悬挑式脚手架及其施工方法,其属于建筑施工技术领域,侧梁预埋悬挑式脚手架,包括:第一悬挑梁,其外侧预埋有第一预埋螺栓;悬挑工字钢,通过所述预埋螺栓安装于所述第一悬挑梁上;脚手架本体,所述脚手架本体的下端设于所述悬挑工字钢上;第二悬挑梁,位于所述第一悬挑梁的上方且与所述第一悬挑梁平行间隔设置,所述第二悬挑梁的外侧预埋有第二预埋螺栓;斜拉杆,上端与所述第二悬挑梁上的所述第二预埋螺栓连接,下端与所述悬挑工字钢连接,所述斜拉杆的受力状态能够调节。侧梁预埋悬挑式脚手架的施工方法用于施工形成上述的侧梁预埋悬挑式脚手架。本发明能够保证混凝土施工质量及结构安全,缩短施工周期。
Side beam embedded overhanging type scaffold and construction method thereof
一种侧梁预埋悬挑式脚手架及其施工方法
WANG PEIJIAN (Autor:in) / WANG HAILONG (Autor:in) / LIU DONGJUN (Autor:in) / XU XIAOMING (Autor:in) / SUN YUHANG (Autor:in) / SONG WENQI (Autor:in) / NIU WENKE (Autor:in)
22.03.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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