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Plant steel truss floor support plate and construction method thereof
The invention relates to a plant steel truss floor support plate, and belongs to the field of building steel structures, the plant steel truss floor support plate comprises a first bottom plate and a second bottom plate, the first bottom plate is arranged on the second bottom plate, the size of the second bottom plate is larger than that of the first bottom plate, and a plurality of first vertical rib positioning grooves are formed in the second bottom plate; the first vertical rib positioning grooves are formed close to the side face of the first bottom plate, second vertical rib positioning grooves are formed in the two sides of the first bottom plate, the second vertical rib positioning grooves penetrate through the bottom and the top of the first bottom plate, the second vertical rib positioning grooves correspond to the first vertical rib positioning grooves in a one-to-one mode and are communicated with the first vertical rib positioning grooves, and the first vertical rib positioning grooves in the two sides of the second bottom plate correspond to each other in a one-to-one mode. The floor support plate has the advantages that the vertical steel bars can be accurately and rapidly positioned, the vertical steel bars are not prone to deviation in the welding process, meanwhile, splicing of the adjacent bottom plates is facilitated, the machining difficulty of the floor support plate is lowered, and the situation of slurry leakage in the concrete pouring process is reduced.
本申请涉及一种厂房钢桁架楼承板,属于建筑钢结构领域,其包括第一底板和第二底板,第一底板设置在所述第二底板上,第二底板的尺寸大于第一底板的尺寸,第二底板上开设有若干第一竖筋定位槽,第一竖筋定位槽临近第一底板的侧面设置,第一底板的两侧开设有第二竖筋定位槽,第二竖筋定位槽贯通至第一底板的底部和顶部,第二竖筋定位槽与第一竖筋定位槽一一对应并连通,并且第二底板两侧的第一竖筋定位槽一一对应。本申请具有实现准确且快速的对竖向钢筋进行定位,并且在在焊接过程中竖向钢筋不易出现偏位的情况,同时方便相邻底板的拼接,降低楼承板的加工难度,减少在浇筑混凝土的过程中出现漏浆的情况的效果。
Plant steel truss floor support plate and construction method thereof
The invention relates to a plant steel truss floor support plate, and belongs to the field of building steel structures, the plant steel truss floor support plate comprises a first bottom plate and a second bottom plate, the first bottom plate is arranged on the second bottom plate, the size of the second bottom plate is larger than that of the first bottom plate, and a plurality of first vertical rib positioning grooves are formed in the second bottom plate; the first vertical rib positioning grooves are formed close to the side face of the first bottom plate, second vertical rib positioning grooves are formed in the two sides of the first bottom plate, the second vertical rib positioning grooves penetrate through the bottom and the top of the first bottom plate, the second vertical rib positioning grooves correspond to the first vertical rib positioning grooves in a one-to-one mode and are communicated with the first vertical rib positioning grooves, and the first vertical rib positioning grooves in the two sides of the second bottom plate correspond to each other in a one-to-one mode. The floor support plate has the advantages that the vertical steel bars can be accurately and rapidly positioned, the vertical steel bars are not prone to deviation in the welding process, meanwhile, splicing of the adjacent bottom plates is facilitated, the machining difficulty of the floor support plate is lowered, and the situation of slurry leakage in the concrete pouring process is reduced.
本申请涉及一种厂房钢桁架楼承板,属于建筑钢结构领域,其包括第一底板和第二底板,第一底板设置在所述第二底板上,第二底板的尺寸大于第一底板的尺寸,第二底板上开设有若干第一竖筋定位槽,第一竖筋定位槽临近第一底板的侧面设置,第一底板的两侧开设有第二竖筋定位槽,第二竖筋定位槽贯通至第一底板的底部和顶部,第二竖筋定位槽与第一竖筋定位槽一一对应并连通,并且第二底板两侧的第一竖筋定位槽一一对应。本申请具有实现准确且快速的对竖向钢筋进行定位,并且在在焊接过程中竖向钢筋不易出现偏位的情况,同时方便相邻底板的拼接,降低楼承板的加工难度,减少在浇筑混凝土的过程中出现漏浆的情况的效果。
Plant steel truss floor support plate and construction method thereof
一种厂房钢桁架楼承板及其施工方法
LIU YONG (author) / DAI YUANZHENG (author) / BAO YIKAI (author) / ZENG QINGXIN (author) / CAO LEI (author) / JI YANFENG (author) / SHI MENGHUI (author) / HU GUANGXI (author) / HUANG SHAN (author) / SHU JIANFENG (author)
2024-12-13
Patent
Electronic Resource
Chinese
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