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Plate-column joint supporting structure and construction method thereof
The invention relates to a plate-column joint supporting structure and a construction method thereof. The problem that the earthquake resistance, the stability and the decoration performance of a beamless floor slab structure are difficult to consider at the same time is effectively solved. According to the technical scheme, the supporting structure comprises an elastic supporting unit and a rigid supporting unit, the elastic supporting unit is located in the center of a column top, the rigid supporting unit surrounds the periphery of the elastic supporting unit in a closed ring shape, the rigid supporting unit is a cement barrel flush with the outer wall of a column body, and within the normal load range, the elastic supporting unit plays a main bearing role; the rigid supporting unit plays an auxiliary bearing role, the rigid supporting unit keeps the stability of the floor slab, the rigid supporting unit is damaged in the overloading impact state, the rigid state of the floor slab is relieved, the impact is effectively buffered completely through the elastic supporting unit, and the stability in the normal state and the buffering performance in the overloading state are both considered.
本发明涉及一种板柱节点支撑结构及其施工方法,有效的解决了无梁楼板结构的抗震性、稳定性和装饰性难以兼顾的问题;解决的技术方案包括弹性支撑单元和刚性支撑单元,弹性支撑单元位于柱顶中心,刚性支撑单元成闭合环状包围在弹性支撑单元外围,刚性支撑单元为与柱体外壁平齐的水泥筒,在正常载荷范围内,通过弹性支撑单元起主承载作用,刚性支撑单元起辅助承载作用,刚性支撑单元保持楼板的稳定,在超荷冲击状态下刚性支撑单元破坏,楼板的刚性状态解除,完全由弹性支撑单元对冲击进行有效缓冲,兼顾了正常状态下的稳定性和超荷状态下的缓冲性能。
Plate-column joint supporting structure and construction method thereof
The invention relates to a plate-column joint supporting structure and a construction method thereof. The problem that the earthquake resistance, the stability and the decoration performance of a beamless floor slab structure are difficult to consider at the same time is effectively solved. According to the technical scheme, the supporting structure comprises an elastic supporting unit and a rigid supporting unit, the elastic supporting unit is located in the center of a column top, the rigid supporting unit surrounds the periphery of the elastic supporting unit in a closed ring shape, the rigid supporting unit is a cement barrel flush with the outer wall of a column body, and within the normal load range, the elastic supporting unit plays a main bearing role; the rigid supporting unit plays an auxiliary bearing role, the rigid supporting unit keeps the stability of the floor slab, the rigid supporting unit is damaged in the overloading impact state, the rigid state of the floor slab is relieved, the impact is effectively buffered completely through the elastic supporting unit, and the stability in the normal state and the buffering performance in the overloading state are both considered.
本发明涉及一种板柱节点支撑结构及其施工方法,有效的解决了无梁楼板结构的抗震性、稳定性和装饰性难以兼顾的问题;解决的技术方案包括弹性支撑单元和刚性支撑单元,弹性支撑单元位于柱顶中心,刚性支撑单元成闭合环状包围在弹性支撑单元外围,刚性支撑单元为与柱体外壁平齐的水泥筒,在正常载荷范围内,通过弹性支撑单元起主承载作用,刚性支撑单元起辅助承载作用,刚性支撑单元保持楼板的稳定,在超荷冲击状态下刚性支撑单元破坏,楼板的刚性状态解除,完全由弹性支撑单元对冲击进行有效缓冲,兼顾了正常状态下的稳定性和超荷状态下的缓冲性能。
Plate-column joint supporting structure and construction method thereof
一种板柱节点支撑结构及其施工方法
WANG YANFENG (Autor:in) / DU XINHAI (Autor:in) / WANG CHUANQI (Autor:in) / HE MUZHOU (Autor:in) / DU YANLIN (Autor:in)
26.12.2023
Patent
Elektronische Ressource
Chinesisch
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