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Fabricated large-span steel structure cross beam and using method thereof
The invention discloses a fabricated large-span steel structure cross beam and a using method thereof, and relates to the technical field of steel structure beams, the fabricated large-span steel structure cross beam comprises two side beam bodies, mounting cavities are formed in the ends of the side beam bodies, a plurality of reinforcing inner plates are further arranged in the side beam bodies, an adjusting beam body is slidably connected between the mounting cavities in the two side beam bodies, and the reinforcing inner plates are arranged in the adjusting beam body. The two ends of the adjusting beam body are each provided with a fixing assembly used for being fixed to the side beam body. The extension length of the telescopic plate can be adjusted during use through the arranged adjusting assembly, when the height error of the two stand columns used for installing the cross beam is large, the telescopic plate on one side can be adjusted to compensate for the height error generated by the stand columns, and then the problem that the cross beam inclines during installation is avoided; meanwhile, the telescopic plates on the two sides are adjusted at the same time, the side beam bodies and the adjusting beam bodies can be lifted, corresponding changes can be made according to needs in the using process, and the flexibility in the assembling process is greatly improved.
本发明公开了一种装配式大跨距钢结构横梁及其使用方法,涉及钢结构梁技术领域,包括两个侧梁体,所述侧梁体端部开设有安装腔,所述侧梁体内部还设有若干个加强内板,两个侧梁体上的安装腔之间滑动连接有调整梁体,所述调整梁体的两端均设有用于与侧梁体进行固定的固定组件;本发明通过设置的调整组件可在使用时对伸缩板的伸出长度进行调整,当用于安装横梁的两个立柱高度误差较大时,可调整一侧的伸缩板来补偿立柱产生的高度误差,进而避免横梁安装出现倾斜的问题,同时对两侧的伸缩板同时进行调整,还可使侧梁体和调整梁体进行升降,使得在使用过程中可根据需要进行相应的改变,极大的增加了在装配时的灵活性。
Fabricated large-span steel structure cross beam and using method thereof
The invention discloses a fabricated large-span steel structure cross beam and a using method thereof, and relates to the technical field of steel structure beams, the fabricated large-span steel structure cross beam comprises two side beam bodies, mounting cavities are formed in the ends of the side beam bodies, a plurality of reinforcing inner plates are further arranged in the side beam bodies, an adjusting beam body is slidably connected between the mounting cavities in the two side beam bodies, and the reinforcing inner plates are arranged in the adjusting beam body. The two ends of the adjusting beam body are each provided with a fixing assembly used for being fixed to the side beam body. The extension length of the telescopic plate can be adjusted during use through the arranged adjusting assembly, when the height error of the two stand columns used for installing the cross beam is large, the telescopic plate on one side can be adjusted to compensate for the height error generated by the stand columns, and then the problem that the cross beam inclines during installation is avoided; meanwhile, the telescopic plates on the two sides are adjusted at the same time, the side beam bodies and the adjusting beam bodies can be lifted, corresponding changes can be made according to needs in the using process, and the flexibility in the assembling process is greatly improved.
本发明公开了一种装配式大跨距钢结构横梁及其使用方法,涉及钢结构梁技术领域,包括两个侧梁体,所述侧梁体端部开设有安装腔,所述侧梁体内部还设有若干个加强内板,两个侧梁体上的安装腔之间滑动连接有调整梁体,所述调整梁体的两端均设有用于与侧梁体进行固定的固定组件;本发明通过设置的调整组件可在使用时对伸缩板的伸出长度进行调整,当用于安装横梁的两个立柱高度误差较大时,可调整一侧的伸缩板来补偿立柱产生的高度误差,进而避免横梁安装出现倾斜的问题,同时对两侧的伸缩板同时进行调整,还可使侧梁体和调整梁体进行升降,使得在使用过程中可根据需要进行相应的改变,极大的增加了在装配时的灵活性。
Fabricated large-span steel structure cross beam and using method thereof
一种装配式大跨距钢结构横梁及其使用方法
PENG WEI (author) / MA YAN (author) / YI BINGYIN (author)
2024-01-30
Patent
Electronic Resource
Chinese
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