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Full bolt connection multi-layer prefabricated steel reinforced concrete shear wall structure and preparation and construction method thereof
The invention discloses a full bolt connection multi-layer prefabricated steel reinforced concrete shear wall structure. The distance between the end face of the upper end or the lower end of the multi-layer prefabricated steel reinforced concrete shear wall structure and the nearest end face of a cross beam is between 1/4 and 1/3 of floor height; T-shaped beam hangers are arranged at the two endsof the cross beam, and bolt holes are formed in a connecting steel plate; the multi-layer prefabricated steel reinforced concrete shear wall structure further comprises L-shaped connecting pieces, and bolt holes are formed in the L-shaped connecting pieces; the width of an upper flange of the cross beam is larger than the thickness of prefabricated concrete; and a steel bar connecting hole is formed in the part, close to the outer side, of the upper end face of the upper flange. The multi-layer prefabricated steel reinforced concrete shear wall structure has the advantages that the factory prefabricated degree is high, and the on-site wet construction is little; fabricated steel reinforced concrete shear walls and peripheral steel beams adopt a full bolt connection mode, so that the on-site construction speed is fast; and the anti-seismic performance is good, the full bolt connection type multi-layer prefabricated steel reinforced concrete shear wall structure can be applied to high seismic intensity areas, and the applicable height of the structure is large.
本发明公开了一种全螺栓连接多层预制型钢混凝土剪力墙结构，所述多层预制型钢混凝土剪力墙结构的上端或下端的端面与横梁的最近端面的距离在1/4至1/3楼层高度之间；所述横梁的两端设置有T形梁托，所述连接钢板上设置有螺栓孔；所述多层预制型钢混凝土剪力墙结构还包括L形连接件，所述L形连接件上设置有螺栓孔；所述横梁的上翼缘的宽度大于所述预制混凝土的厚度；所述上翼缘的上端面靠近外侧设置有钢筋连接孔。本发明多层预制型钢混凝土剪力墙结构工厂预制程度高，现场湿作业少。装配式型钢混凝土剪力墙之间以及与周边钢梁采用全螺栓连接方式，现场施工速度快。抗震性能好，可适用于高地震烈度地区，结构适用高度大。
Full bolt connection multi-layer prefabricated steel reinforced concrete shear wall structure and preparation and construction method thereof
The invention discloses a full bolt connection multi-layer prefabricated steel reinforced concrete shear wall structure. The distance between the end face of the upper end or the lower end of the multi-layer prefabricated steel reinforced concrete shear wall structure and the nearest end face of a cross beam is between 1/4 and 1/3 of floor height; T-shaped beam hangers are arranged at the two endsof the cross beam, and bolt holes are formed in a connecting steel plate; the multi-layer prefabricated steel reinforced concrete shear wall structure further comprises L-shaped connecting pieces, and bolt holes are formed in the L-shaped connecting pieces; the width of an upper flange of the cross beam is larger than the thickness of prefabricated concrete; and a steel bar connecting hole is formed in the part, close to the outer side, of the upper end face of the upper flange. The multi-layer prefabricated steel reinforced concrete shear wall structure has the advantages that the factory prefabricated degree is high, and the on-site wet construction is little; fabricated steel reinforced concrete shear walls and peripheral steel beams adopt a full bolt connection mode, so that the on-site construction speed is fast; and the anti-seismic performance is good, the full bolt connection type multi-layer prefabricated steel reinforced concrete shear wall structure can be applied to high seismic intensity areas, and the applicable height of the structure is large.
本发明公开了一种全螺栓连接多层预制型钢混凝土剪力墙结构，所述多层预制型钢混凝土剪力墙结构的上端或下端的端面与横梁的最近端面的距离在1/4至1/3楼层高度之间；所述横梁的两端设置有T形梁托，所述连接钢板上设置有螺栓孔；所述多层预制型钢混凝土剪力墙结构还包括L形连接件，所述L形连接件上设置有螺栓孔；所述横梁的上翼缘的宽度大于所述预制混凝土的厚度；所述上翼缘的上端面靠近外侧设置有钢筋连接孔。本发明多层预制型钢混凝土剪力墙结构工厂预制程度高，现场湿作业少。装配式型钢混凝土剪力墙之间以及与周边钢梁采用全螺栓连接方式，现场施工速度快。抗震性能好，可适用于高地震烈度地区，结构适用高度大。
Full bolt connection multi-layer prefabricated steel reinforced concrete shear wall structure and preparation and construction method thereof
一种全螺栓连接多层预制型钢混凝土剪力墙结构及其制备和施工方法
GONG CHAO (author) / CHANG ZHENGFEI (author) / GU LIN (author) / TAO YU (author) / ZENG CHEN (author)
2020-05-15
Patent
Electronic Resource
Chinese
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