A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Socket type disc buckle type steel pipe support beam bottom form erecting structure and form erecting method
The invention discloses a socket type disc buckle type steel pipe support beam bottom form erecting structure and a form erecting method, and belongs to the technical field of building construction. The socket type disc buckle type steel pipe support beam bottom form erecting structure is characterized in that adjacent vertical rods (1) located on the lower side of a preset bearing beam are connected through adjustable horizontal rods (3), and the other adjacent vertical rods (1) are connected through fixed form horizontal rods (2). According to the socket type disc buckle type steel pipe support beam bottom form erecting structure, the adjustable horizontal rods are arranged between every two adjacent vertical rods on the lower side of the preset bearing beam, and when a disc buckle typesteel pipe support is erected, the problem that the distance between the vertical rods is not matched with the modulus of the horizontal rods is solved. According to the form erecting method, the vertical rods and the fixed form horizontal rods are erected in the direction close to the preset bearing beam, the adjustable horizontal rods are arranged between the adjacent vertical rods at the bottomof the preset bearing beam, the fixed form horizontal rods are preferentially adopted, the adjustable horizontal rods are arranged between the last two vertical rods, the use number of the adjustablehorizontal rods is reduced, and the erecting speed of the disc buckle type steel pipe support is not influenced.
承插型盘扣式钢管支架梁底支模结构及支模方法，属于建筑施工技术领域。其特征在于：位于预设承重梁下侧的相邻的立杆（1）之间通过可调水平杆（3）相连，其余相邻立杆（1）之间通过定模水平杆（2）相连。本承插型盘扣式钢管支架梁底支模结构在预设承重梁的下侧相邻的两立杆之间设置可调水平杆，在进行盘扣式钢管支架的搭设时，解决了立杆之间的间距与水平杆的模数不匹配的问题；本支模方法沿靠近预设承重梁的方向搭设立杆和定模水平杆，在预设承重梁的底部的相邻立杆之间设置可调水平杆，优先采用定模水平杆，且最后两根立杆之间设置可调水平杆，减少了可调水平杆的使用数量，不会影响盘扣式钢管支架的搭设速度。
Socket type disc buckle type steel pipe support beam bottom form erecting structure and form erecting method
The invention discloses a socket type disc buckle type steel pipe support beam bottom form erecting structure and a form erecting method, and belongs to the technical field of building construction. The socket type disc buckle type steel pipe support beam bottom form erecting structure is characterized in that adjacent vertical rods (1) located on the lower side of a preset bearing beam are connected through adjustable horizontal rods (3), and the other adjacent vertical rods (1) are connected through fixed form horizontal rods (2). According to the socket type disc buckle type steel pipe support beam bottom form erecting structure, the adjustable horizontal rods are arranged between every two adjacent vertical rods on the lower side of the preset bearing beam, and when a disc buckle typesteel pipe support is erected, the problem that the distance between the vertical rods is not matched with the modulus of the horizontal rods is solved. According to the form erecting method, the vertical rods and the fixed form horizontal rods are erected in the direction close to the preset bearing beam, the adjustable horizontal rods are arranged between the adjacent vertical rods at the bottomof the preset bearing beam, the fixed form horizontal rods are preferentially adopted, the adjustable horizontal rods are arranged between the last two vertical rods, the use number of the adjustablehorizontal rods is reduced, and the erecting speed of the disc buckle type steel pipe support is not influenced.
承插型盘扣式钢管支架梁底支模结构及支模方法，属于建筑施工技术领域。其特征在于：位于预设承重梁下侧的相邻的立杆（1）之间通过可调水平杆（3）相连，其余相邻立杆（1）之间通过定模水平杆（2）相连。本承插型盘扣式钢管支架梁底支模结构在预设承重梁的下侧相邻的两立杆之间设置可调水平杆，在进行盘扣式钢管支架的搭设时，解决了立杆之间的间距与水平杆的模数不匹配的问题；本支模方法沿靠近预设承重梁的方向搭设立杆和定模水平杆，在预设承重梁的底部的相邻立杆之间设置可调水平杆，优先采用定模水平杆，且最后两根立杆之间设置可调水平杆，减少了可调水平杆的使用数量，不会影响盘扣式钢管支架的搭设速度。
Socket type disc buckle type steel pipe support beam bottom form erecting structure and form erecting method
承插型盘扣式钢管支架梁底支模结构及支模方法
GUO PENG (author) / NIU TIEJUN (author) / GUAN HONGDA (author) / WANG FENG (author) / SONG XIGANG (author) / LI GANG (author)
2021-03-19
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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