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The invention relates to a fabricated anti-seismic building structure, and relates to the field of fabricated buildings, the fabricated anti-seismic building structure comprises a plurality of side wall plates and a plurality of top plates, a plurality of first steel bars are arranged in the side wall plates, the first steel bars penetrate through the side wall plates and extend out, a plurality of second steel bars are arranged in the top plates, the second steel bars penetrate through the top plates and extend out, and the side wall plates are vertically arranged on the ground; the top plate is used for being horizontally arranged at the upper top of the side wall plate, the first steel bars and the second steel bars are arranged in a staggered mode and provided with limiting pieces, the cross section of each limiting piece is in a regular hexagon shape, and the multiple limiting pieces are linearly arranged and welded to one another and provided with multiple through holes. The first steel bars and the second steel bars are arranged in a staggered mode and inserted into the through holes of the limiting pieces, and the limiting pieces have the effect of clamping the first steel bars and the second steel bars. The anti-vibration structure has the effect of improving the anti-vibration performance of the fabricated building.
本申请涉及一种装配式抗震建筑结构,涉及装配式建筑的领域,包括多个侧墙板和若干顶板,侧墙板中设置有多个钢筋一,钢筋一贯穿侧墙板并伸出,顶板中设置有多个钢筋二,钢筋二贯穿顶板并伸出,侧墙板用于竖直设置在地面上,顶板用于水平设置在侧墙板上顶部,钢筋一和钢筋二交错设置,钢筋一和钢筋二上设置有限位件,限位件横截面所呈图形为正六边形,多个限位件沿直线排列并互相焊接,限位件上开设有多个通孔,钢筋一和钢筋二交错设置并插入限位件的通孔中,限位件起到卡接钢筋一和钢筋二的效果。本申请具有提升装配式建筑的抗振性能的效果。
The invention relates to a fabricated anti-seismic building structure, and relates to the field of fabricated buildings, the fabricated anti-seismic building structure comprises a plurality of side wall plates and a plurality of top plates, a plurality of first steel bars are arranged in the side wall plates, the first steel bars penetrate through the side wall plates and extend out, a plurality of second steel bars are arranged in the top plates, the second steel bars penetrate through the top plates and extend out, and the side wall plates are vertically arranged on the ground; the top plate is used for being horizontally arranged at the upper top of the side wall plate, the first steel bars and the second steel bars are arranged in a staggered mode and provided with limiting pieces, the cross section of each limiting piece is in a regular hexagon shape, and the multiple limiting pieces are linearly arranged and welded to one another and provided with multiple through holes. The first steel bars and the second steel bars are arranged in a staggered mode and inserted into the through holes of the limiting pieces, and the limiting pieces have the effect of clamping the first steel bars and the second steel bars. The anti-vibration structure has the effect of improving the anti-vibration performance of the fabricated building.
本申请涉及一种装配式抗震建筑结构,涉及装配式建筑的领域,包括多个侧墙板和若干顶板,侧墙板中设置有多个钢筋一,钢筋一贯穿侧墙板并伸出,顶板中设置有多个钢筋二,钢筋二贯穿顶板并伸出,侧墙板用于竖直设置在地面上,顶板用于水平设置在侧墙板上顶部,钢筋一和钢筋二交错设置,钢筋一和钢筋二上设置有限位件,限位件横截面所呈图形为正六边形,多个限位件沿直线排列并互相焊接,限位件上开设有多个通孔,钢筋一和钢筋二交错设置并插入限位件的通孔中,限位件起到卡接钢筋一和钢筋二的效果。本申请具有提升装配式建筑的抗振性能的效果。
Fabricated anti-seismic building structure and construction method thereof
一种装配式抗震建筑结构及其施工方法
WANG QI (author)
2024-06-14
Patent
Electronic Resource
Chinese
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