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Concrete-filled steel tube joint anti-seismic structure
The invention relates to the technical field of building seismic resistance, and discloses a concrete filled steel tube joint seismic structure which comprises a floor slab, a column body, a first embedded part, a second embedded part, a connecting plate and a constraint supporting body, a column rib frame is arranged in the column body, and the second embedded part comprises a mounting frame which abuts against the side portion of the column rib frame and is connected with the column rib frame. An opening of the mounting cavity deviates from the column rib frame; the extension seat is arranged on one side, close to the column rib frame, of the mounting frame and extends into the column rib frame; the adjusting plate is located in the mounting cavity and abuts against the surface of the opposite first embedded part; one end of the adjusting sleeve is rotationally connected to the adjusting plate, and the other opposite end of the adjusting sleeve is in threaded connection into the extending seat; the adjusting sleeve is detachably connected with an adjusting piece which extends out of the side, away from the column rib frame, of the adjusting plate. According to the invention, the distance deviation between the two connecting plates in the node unit can be reduced.
本申请涉及建筑抗震的技术领域,公开了一种钢管混凝土节点抗震结构,其包括楼板、柱体、第一预埋件、第二预埋件、连接板以及约束支撑本体,所述柱体内具有柱筋架,所述第二预埋件包括安装框,抵接于所述柱筋架侧部,具有开口背离所述柱筋架的安装腔;延伸座,设置于所述安装框靠近所述柱筋架的一侧,延伸至所述柱筋架内;调节板,位于所述安装腔内,并抵接于相对的所述第一预埋件的表面;以及调节套,一端转动连接于所述调节板上,相对的另一端螺纹连接于所述延伸座内;所述调节套上可拆卸连接有延伸出所述调节板背离所述柱筋架一侧的调节件。本申请能够减小节点单元中两连接板之间的距离偏差。
Concrete-filled steel tube joint anti-seismic structure
The invention relates to the technical field of building seismic resistance, and discloses a concrete filled steel tube joint seismic structure which comprises a floor slab, a column body, a first embedded part, a second embedded part, a connecting plate and a constraint supporting body, a column rib frame is arranged in the column body, and the second embedded part comprises a mounting frame which abuts against the side portion of the column rib frame and is connected with the column rib frame. An opening of the mounting cavity deviates from the column rib frame; the extension seat is arranged on one side, close to the column rib frame, of the mounting frame and extends into the column rib frame; the adjusting plate is located in the mounting cavity and abuts against the surface of the opposite first embedded part; one end of the adjusting sleeve is rotationally connected to the adjusting plate, and the other opposite end of the adjusting sleeve is in threaded connection into the extending seat; the adjusting sleeve is detachably connected with an adjusting piece which extends out of the side, away from the column rib frame, of the adjusting plate. According to the invention, the distance deviation between the two connecting plates in the node unit can be reduced.
本申请涉及建筑抗震的技术领域,公开了一种钢管混凝土节点抗震结构,其包括楼板、柱体、第一预埋件、第二预埋件、连接板以及约束支撑本体,所述柱体内具有柱筋架,所述第二预埋件包括安装框,抵接于所述柱筋架侧部,具有开口背离所述柱筋架的安装腔;延伸座,设置于所述安装框靠近所述柱筋架的一侧,延伸至所述柱筋架内;调节板,位于所述安装腔内,并抵接于相对的所述第一预埋件的表面;以及调节套,一端转动连接于所述调节板上,相对的另一端螺纹连接于所述延伸座内;所述调节套上可拆卸连接有延伸出所述调节板背离所述柱筋架一侧的调节件。本申请能够减小节点单元中两连接板之间的距离偏差。
Concrete-filled steel tube joint anti-seismic structure
一种钢管混凝土节点抗震结构
ZHOU FUBIN (author) / ZHANG QINYU (author) / WU YAOXING (author) / YE XIAOQIN (author)
2023-06-30
Patent
Electronic Resource
Chinese
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