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In the wall body, transverse drilling and reinforcing steel base plate combination is adopted to improve the toughness of the masonry structure and the construction method of the
The invention relates to a structure for improving the toughness of a masonry structure by adopting a transverse drilling planting bar and a steel cushion plate and a construction method of the structure, and belongs to the technical field of toughness building anti-seismic. The structure comprises an original outer wall body, an original transverse wall body, a threaded reinforcing steel bar andthe steel cushion plate. Holes are drilled in the outer side of the original outer wall body and the corresponding original transverse wall body. Drilling positions are centered in the original transverse wall body. The threaded reinforcing steel bar is implanted. Polymer mortar is poured into holes. The two end portions of the threaded reinforcing steel bar are connected and fastened with the steel cushion plate on the outer side of the original outer wall body through a nut. By means of the structure and the construction method, the toughness of the masonry structure can be effectively enhanced, wall body cracking is restrained during an earthquake, the integrity of the wall body is enhanced, and the damage of seismic force to the structure is reduced.
本发明涉及一种墙体内采用横向钻孔植筋外加钢垫板组合提高砌体结构韧性及其施工方法,属于韧性建筑抗震技术领域。包括原外墙体、原横墙体、带螺纹钢筋、钢垫板;在原外墙体外侧和对应的原横墙体内钻孔,钻孔位置为原横墙体内居中,植入带螺纹钢筋,并在孔洞内灌入聚合物砂浆,带螺纹钢筋的两个端部与原外墙体外侧钢垫板采用螺母连接紧固。本发明能有效增强砌体结构韧性,地震时将约束墙体裂缝开展,增强墙体整体性,减少地震力对上部结构造成的破坏。
In the wall body, transverse drilling and reinforcing steel base plate combination is adopted to improve the toughness of the masonry structure and the construction method of the
The invention relates to a structure for improving the toughness of a masonry structure by adopting a transverse drilling planting bar and a steel cushion plate and a construction method of the structure, and belongs to the technical field of toughness building anti-seismic. The structure comprises an original outer wall body, an original transverse wall body, a threaded reinforcing steel bar andthe steel cushion plate. Holes are drilled in the outer side of the original outer wall body and the corresponding original transverse wall body. Drilling positions are centered in the original transverse wall body. The threaded reinforcing steel bar is implanted. Polymer mortar is poured into holes. The two end portions of the threaded reinforcing steel bar are connected and fastened with the steel cushion plate on the outer side of the original outer wall body through a nut. By means of the structure and the construction method, the toughness of the masonry structure can be effectively enhanced, wall body cracking is restrained during an earthquake, the integrity of the wall body is enhanced, and the damage of seismic force to the structure is reduced.
本发明涉及一种墙体内采用横向钻孔植筋外加钢垫板组合提高砌体结构韧性及其施工方法,属于韧性建筑抗震技术领域。包括原外墙体、原横墙体、带螺纹钢筋、钢垫板;在原外墙体外侧和对应的原横墙体内钻孔,钻孔位置为原横墙体内居中,植入带螺纹钢筋,并在孔洞内灌入聚合物砂浆,带螺纹钢筋的两个端部与原外墙体外侧钢垫板采用螺母连接紧固。本发明能有效增强砌体结构韧性,地震时将约束墙体裂缝开展,增强墙体整体性,减少地震力对上部结构造成的破坏。
In the wall body, transverse drilling and reinforcing steel base plate combination is adopted to improve the toughness of the masonry structure and the construction method of the
墙体内采用横向钻孔植筋外加钢垫板组合提高砌体结构韧性及其施工方法
DONG YOU (author) / YANG TAO (author) / WU XIAOWEI (author)
2020-10-16
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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