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Anti-seismic beam-column joint for fabricated building and construction method of anti-seismic beam-column joint
The invention belongs to the technical field of fabricated steel structure buildings, and particularly relates to an anti-seismic beam-column joint for a fabricated building and a construction method of the anti-seismic beam-column joint for the fabricated building. The anti-seismic beam-column joint for the fabricated building comprises a supporting column body, a connecting frame body, an inserting frame body, a supporting beam body, a lifting block and a beam supporting body; the outer surface of the connecting frame body is connected with an inserting frame body in a welded mode, the interior of the inserting frame body is connected with an auxiliary fixing block in a welded mode, the interior of the inserting frame body is provided with a supporting beam body, the outer surface of the supporting beam body is provided with a lifting block, and the outer surface of the lifting block is connected with a beam supporting body in a welded mode; when the beam-column joint is installed, no effective limiting exists, so that beams are difficult to stably place on a column body, adjacent beams cannot be supported, the anti-pressure capacity of the whole device is poor, and when earthquake resistance is carried out, shock absorption can only be carried out through slight shaking of a base, and the earthquake resistance of the whole device is poor.
本发明公开的属于装配式钢结构建筑技术领域,具体为一种用于装配式建筑的抗震梁柱节点及其施工方法,包括支撑柱体、连接框体、插接框体、支撑梁体、抬升块和梁支撑体,所述支撑柱体的外表面设立有连接框体,所述连接框体外表面焊接连接有插接框体,所述插接框体的内部焊接连接有辅助固定块,所述插接框的内部设立有支撑梁体,所述支撑梁体的外表面设立有抬升块,所述抬升块的外表面焊接连接有梁支撑体;该梁柱节点安装时,没有有效的限位,从而使梁难以稳定的放置在柱体上,并且相邻梁之间不能进行支撑,从而使整个装置的抗压能力欠佳,并且在进行抗震时,只能依靠底座的轻微晃动来进行减震,进而使整个装置的抗震能力欠佳。
Anti-seismic beam-column joint for fabricated building and construction method of anti-seismic beam-column joint
The invention belongs to the technical field of fabricated steel structure buildings, and particularly relates to an anti-seismic beam-column joint for a fabricated building and a construction method of the anti-seismic beam-column joint for the fabricated building. The anti-seismic beam-column joint for the fabricated building comprises a supporting column body, a connecting frame body, an inserting frame body, a supporting beam body, a lifting block and a beam supporting body; the outer surface of the connecting frame body is connected with an inserting frame body in a welded mode, the interior of the inserting frame body is connected with an auxiliary fixing block in a welded mode, the interior of the inserting frame body is provided with a supporting beam body, the outer surface of the supporting beam body is provided with a lifting block, and the outer surface of the lifting block is connected with a beam supporting body in a welded mode; when the beam-column joint is installed, no effective limiting exists, so that beams are difficult to stably place on a column body, adjacent beams cannot be supported, the anti-pressure capacity of the whole device is poor, and when earthquake resistance is carried out, shock absorption can only be carried out through slight shaking of a base, and the earthquake resistance of the whole device is poor.
本发明公开的属于装配式钢结构建筑技术领域,具体为一种用于装配式建筑的抗震梁柱节点及其施工方法,包括支撑柱体、连接框体、插接框体、支撑梁体、抬升块和梁支撑体,所述支撑柱体的外表面设立有连接框体,所述连接框体外表面焊接连接有插接框体,所述插接框体的内部焊接连接有辅助固定块,所述插接框的内部设立有支撑梁体,所述支撑梁体的外表面设立有抬升块,所述抬升块的外表面焊接连接有梁支撑体;该梁柱节点安装时,没有有效的限位,从而使梁难以稳定的放置在柱体上,并且相邻梁之间不能进行支撑,从而使整个装置的抗压能力欠佳,并且在进行抗震时,只能依靠底座的轻微晃动来进行减震,进而使整个装置的抗震能力欠佳。
Anti-seismic beam-column joint for fabricated building and construction method of anti-seismic beam-column joint
一种用于装配式建筑的抗震梁柱节点及其施工方法
ZHANG ZEXIN (author)
2022-04-01
Patent
Electronic Resource
Chinese
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