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A platform for research: civil engineering, architecture and urbanism
Plate buckle frame beam bottom formwork structure and construction method
The invention discloses a plate buckle frame beam bottom formwork structure and a construction method, and belongs to the technical field of scaffold construction. The plate buckle frame beam bottom formwork structure is characterized in that a plurality of supporting beams (4) are installed on a vertical rod (1) of a supporting frame body, adjustable supporting supports (3) are installed on the supporting beams (4), and the tops of the adjustable supporting supports (3) support a formwork (5) at the bottom of the beam through a steel pipe (7); the multiple supporting beams (4) are arranged side by side along the beams, the two ends of the supporting beams (4) are arranged on the supporting frame body, installation parts penetrating through the supporting beams (4) are arranged in the middles of the supporting beams (4), and the adjustable supporting supports (3) are installed on the installation parts. According to the plate buckle frame beam bottom formwork structure, a vertical rod does not need to be arranged at the beam bottom, the load of the beam bottom is shared by the vertical rod on the side part of the beam bottom, and the large bearing capacity performance of a plate buckle frame can be fully achieved. The plate buckle frame material consumption is reduced through the beam bottom formwork structure, the labor cost and the material cost are saved, and the construction method is convenient and rapid to operate and beneficial to control over the construction period.
一种盘扣架梁底支模结构及施工方法，属于脚手架施工技术领域。其特征在于：托梁（4）安装在支撑架体的立杆（1）上，托梁（4）上安装有可调托撑（3），可调托撑（3）的顶部通过钢管（7）对梁底的模板（5）支撑；所述的托梁（4）沿梁并排设置有若干根，托梁（4）的两端均担放在支撑架体上，托梁（4）的中部设置有贯穿托梁（4）的安装部，可调托撑（3）安装在安装部上。本盘扣架梁底支模结构在梁底不需要设置立杆，将梁底的载荷分担到梁底侧部的立杆上，能充分发挥盘扣架承载力大的性能，该梁底支模结构降低了盘扣架材料用量，节省了人工及材料成本，且该施工方法操作方便快捷，利于施工工期控制。
Plate buckle frame beam bottom formwork structure and construction method
The invention discloses a plate buckle frame beam bottom formwork structure and a construction method, and belongs to the technical field of scaffold construction. The plate buckle frame beam bottom formwork structure is characterized in that a plurality of supporting beams (4) are installed on a vertical rod (1) of a supporting frame body, adjustable supporting supports (3) are installed on the supporting beams (4), and the tops of the adjustable supporting supports (3) support a formwork (5) at the bottom of the beam through a steel pipe (7); the multiple supporting beams (4) are arranged side by side along the beams, the two ends of the supporting beams (4) are arranged on the supporting frame body, installation parts penetrating through the supporting beams (4) are arranged in the middles of the supporting beams (4), and the adjustable supporting supports (3) are installed on the installation parts. According to the plate buckle frame beam bottom formwork structure, a vertical rod does not need to be arranged at the beam bottom, the load of the beam bottom is shared by the vertical rod on the side part of the beam bottom, and the large bearing capacity performance of a plate buckle frame can be fully achieved. The plate buckle frame material consumption is reduced through the beam bottom formwork structure, the labor cost and the material cost are saved, and the construction method is convenient and rapid to operate and beneficial to control over the construction period.
一种盘扣架梁底支模结构及施工方法，属于脚手架施工技术领域。其特征在于：托梁（4）安装在支撑架体的立杆（1）上，托梁（4）上安装有可调托撑（3），可调托撑（3）的顶部通过钢管（7）对梁底的模板（5）支撑；所述的托梁（4）沿梁并排设置有若干根，托梁（4）的两端均担放在支撑架体上，托梁（4）的中部设置有贯穿托梁（4）的安装部，可调托撑（3）安装在安装部上。本盘扣架梁底支模结构在梁底不需要设置立杆，将梁底的载荷分担到梁底侧部的立杆上，能充分发挥盘扣架承载力大的性能，该梁底支模结构降低了盘扣架材料用量，节省了人工及材料成本，且该施工方法操作方便快捷，利于施工工期控制。
Plate buckle frame beam bottom formwork structure and construction method
一种盘扣架梁底支模结构及施工方法
LI QINGRONG (author) / WANG LU (author) / PANG KE (author) / CUI DIANLUN (author)
2021-09-03
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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