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Construction method of anti-seismic fabricated building steel structure
The invention relates to the technical field of building steel structure machining, in particular to an anti-seismic assembly type building steel structure construction method which comprises the following steps that S1, the distance between first vertical steel and second vertical steel is adjusted to be equal to the length of first transverse steel; s2, the two ends of first transverse steel are in threaded connection with the outer walls of the top ends of the first vertical steel and the second vertical steel through bolts correspondingly, and the two ends of second transverse steel are in threaded connection with the outer walls of the bottom ends of the first vertical steel and the second vertical steel through bolts correspondingly; s3, the two connecting steel pipes are mounted on the mounting blocks of the first transverse steel and the second transverse steel through bolts correspondingly, and the bearing steel block is mounted between the two connecting steel pipes; and S4, the two ends of the two reinforcing assemblies are driven by a driving assembly to rotate to correspond to the end of the first vertical steel and the end of the second vertical steel correspondingly, and the two ends of the two reinforcing assemblies are in threaded connection with the outer wall of the first vertical steel and the outer wall of the second vertical steel through bolts. The stability of the steel structure frame is improved.
本发明涉及建筑钢结构加工技术领域,具体是一种抗震装配式建筑钢结构施工方法,包括以下步骤,S1、将第一竖钢和第二竖钢之间的间距调整至等于第一横钢的长度;S2、将第一横钢的两端分别使用螺栓与第一竖钢和第二竖钢的顶端外壁螺接,将第二横钢的两端分别使用螺栓与第一竖钢和第二竖钢的底端外壁螺接;S3、将两个连接钢管分别使用螺栓安装在第一横钢和第二横钢的安装块上,承载钢块安装在两个连接钢管之间;S4、使用驱动组件带动两个加固组件的两端分别转动至与第一竖钢和第二竖钢的端部对应,使用螺栓将两个加固组件的两端与第一竖钢和第二竖钢的外壁螺接,本发明两个加固组件对装配式钢结构框架进行支撑加固,提高钢结构框架的稳定性。
Construction method of anti-seismic fabricated building steel structure
The invention relates to the technical field of building steel structure machining, in particular to an anti-seismic assembly type building steel structure construction method which comprises the following steps that S1, the distance between first vertical steel and second vertical steel is adjusted to be equal to the length of first transverse steel; s2, the two ends of first transverse steel are in threaded connection with the outer walls of the top ends of the first vertical steel and the second vertical steel through bolts correspondingly, and the two ends of second transverse steel are in threaded connection with the outer walls of the bottom ends of the first vertical steel and the second vertical steel through bolts correspondingly; s3, the two connecting steel pipes are mounted on the mounting blocks of the first transverse steel and the second transverse steel through bolts correspondingly, and the bearing steel block is mounted between the two connecting steel pipes; and S4, the two ends of the two reinforcing assemblies are driven by a driving assembly to rotate to correspond to the end of the first vertical steel and the end of the second vertical steel correspondingly, and the two ends of the two reinforcing assemblies are in threaded connection with the outer wall of the first vertical steel and the outer wall of the second vertical steel through bolts. The stability of the steel structure frame is improved.
本发明涉及建筑钢结构加工技术领域,具体是一种抗震装配式建筑钢结构施工方法,包括以下步骤,S1、将第一竖钢和第二竖钢之间的间距调整至等于第一横钢的长度;S2、将第一横钢的两端分别使用螺栓与第一竖钢和第二竖钢的顶端外壁螺接,将第二横钢的两端分别使用螺栓与第一竖钢和第二竖钢的底端外壁螺接;S3、将两个连接钢管分别使用螺栓安装在第一横钢和第二横钢的安装块上,承载钢块安装在两个连接钢管之间;S4、使用驱动组件带动两个加固组件的两端分别转动至与第一竖钢和第二竖钢的端部对应,使用螺栓将两个加固组件的两端与第一竖钢和第二竖钢的外壁螺接,本发明两个加固组件对装配式钢结构框架进行支撑加固,提高钢结构框架的稳定性。
Construction method of anti-seismic fabricated building steel structure
一种抗震装配式建筑钢结构施工方法
HU PINGPING (Autor:in) / WANG QING (Autor:in) / WANG WENQING (Autor:in)
19.09.2023
Patent
Elektronische Ressource
Chinesisch
Fabricated light steel building anti-seismic structure
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