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A platform for research: civil engineering, architecture and urbanism
Cold-bent cap type steel prefabricated PEC column-corrugated steel plate shear wall with PBL shear keys
The invention discloses a cold-bent cap type steel prefabricated PEC column-corrugated steel plate shear wall with PBL shear keys. The end of a corrugated steel plate is inserted between a first cold-bent cap type steel-concrete combined member and a second cold-bent cap type steel-concrete combined member; the first pulling rivet sequentially penetrates through one end of the first cold-bending cap steel-concrete combined member and one end of the second cold-bending cap steel-concrete combined member; the second pulling rivet sequentially penetrates through the other end of the first cold-bending cap type steel-concrete combined member, the end part of the corrugated steel plate and the other end of the second cold-bending cap type steel-concrete combined member, and one end of the PBL shear key is inserted into the first cold-bending cap type steel-concrete combined member; and the other end of the PBL shear key penetrates through the corrugated steel plate and then is inserted into the second cold-bending cap type steel-concrete combined member. The structure can prevent the phenomena of bulging and buckling.
本发明公开了一种带PBL剪力键冷弯帽型钢预制装配式PEC柱‑波纹钢板剪力墙，波形钢板的端部插入于第一冷弯帽型钢‑混凝土组合构件与第二冷弯帽型钢‑混凝土组合构件之间，第一拉铆钉依次穿过第一冷弯帽型钢‑混凝土组合构件的一端与第二冷弯帽型钢‑混凝土组合构件的一端，第二拉铆钉依次穿过第一冷弯帽型钢‑混凝土组合构件的另一端、波形钢板的端部及第二冷弯帽型钢‑混凝土组合构件的另一端，PBL剪力键的一端插入于第一冷弯帽型钢‑混凝土组合构件内，PBL剪力键的另一端穿过波形钢板后插入于第二冷弯帽型钢‑混凝土组合构件内，该结构能够防止出现鼓曲及屈曲现象。
Cold-bent cap type steel prefabricated PEC column-corrugated steel plate shear wall with PBL shear keys
The invention discloses a cold-bent cap type steel prefabricated PEC column-corrugated steel plate shear wall with PBL shear keys. The end of a corrugated steel plate is inserted between a first cold-bent cap type steel-concrete combined member and a second cold-bent cap type steel-concrete combined member; the first pulling rivet sequentially penetrates through one end of the first cold-bending cap steel-concrete combined member and one end of the second cold-bending cap steel-concrete combined member; the second pulling rivet sequentially penetrates through the other end of the first cold-bending cap type steel-concrete combined member, the end part of the corrugated steel plate and the other end of the second cold-bending cap type steel-concrete combined member, and one end of the PBL shear key is inserted into the first cold-bending cap type steel-concrete combined member; and the other end of the PBL shear key penetrates through the corrugated steel plate and then is inserted into the second cold-bending cap type steel-concrete combined member. The structure can prevent the phenomena of bulging and buckling.
本发明公开了一种带PBL剪力键冷弯帽型钢预制装配式PEC柱‑波纹钢板剪力墙，波形钢板的端部插入于第一冷弯帽型钢‑混凝土组合构件与第二冷弯帽型钢‑混凝土组合构件之间，第一拉铆钉依次穿过第一冷弯帽型钢‑混凝土组合构件的一端与第二冷弯帽型钢‑混凝土组合构件的一端，第二拉铆钉依次穿过第一冷弯帽型钢‑混凝土组合构件的另一端、波形钢板的端部及第二冷弯帽型钢‑混凝土组合构件的另一端，PBL剪力键的一端插入于第一冷弯帽型钢‑混凝土组合构件内，PBL剪力键的另一端穿过波形钢板后插入于第二冷弯帽型钢‑混凝土组合构件内，该结构能够防止出现鼓曲及屈曲现象。
Cold-bent cap type steel prefabricated PEC column-corrugated steel plate shear wall with PBL shear keys
带PBL剪力键冷弯帽型钢预制装配式PEC柱-波纹钢板剪力墙
YU JINGUANG (author) / ZHAO CHU (author) / ZHONG WEIHUI (author)
2023-01-10
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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