A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Inserting connection node of steel plate shear wall
The invention discloses a steel plate shear wall plug-in connection node which comprises an upper-layer wallboard and a lower-layer wallboard, an upper-layer wallboard head plate is prefabricated at the bottom of the upper-layer wallboard, a lower-layer wallboard head plate is prefabricated at the top of the lower-layer wallboard, and the upper-layer wallboard head plate and the lower-layer wallboard head plate are connected through high-strength bolts. A plurality of stiffening rib plates which are arranged at intervals in the length direction of the shear wall are prefabricated between the upper-layer wall plate end socket plate and the upper-layer wall plate and between the lower-layer wall plate end socket plate and the lower-layer wall plate, and a plurality of core plate sets which are arranged on the two sides of the lower-layer wall plate in a staggered mode are prefabricated on the lower-layer wall plate end socket plate in the length direction of the lower-layer wall plate. A plurality of board inserting holes in one-to-one correspondence with the core board sets are prefabricated in the upper-layer wallboard head plate, and after the core board sets are inserted into the corresponding board inserting holes, the core board sets are attached to the upper-layer wallboard. The problems of low field construction efficiency, poor welding quality and poor anti-seismic property can be solved, and reliable connection of vertical components is ensured.
本发明公开了一种钢板剪力墙插接连接节点，包括上层墙板和下层墙板，在上层墙板的底部预制有上层墙板封头板，在下层墙板的顶部预制有下层墙板封头板，上层墙板封头板和下层墙板封头板通过高强度螺栓连接，在上层墙板封头板与上层墙板之间以及在下层墙板封头板与下层墙板之间均预制有多个沿剪力墙长度方向间隔布置的加劲肋板，在下层墙板封头板上沿下层墙板长度方向预制有交错布置在下层墙板两侧的多个芯板组，在上层墙板封头板上预制有与多个芯板组一一对应的插板孔，芯板组插入对应的插板孔后，芯板组与上层墙板贴近。本发明可以解决现场施工效率低、焊接质量差、抗震性能差的问题，保证竖向构件的可靠连接。
Inserting connection node of steel plate shear wall
The invention discloses a steel plate shear wall plug-in connection node which comprises an upper-layer wallboard and a lower-layer wallboard, an upper-layer wallboard head plate is prefabricated at the bottom of the upper-layer wallboard, a lower-layer wallboard head plate is prefabricated at the top of the lower-layer wallboard, and the upper-layer wallboard head plate and the lower-layer wallboard head plate are connected through high-strength bolts. A plurality of stiffening rib plates which are arranged at intervals in the length direction of the shear wall are prefabricated between the upper-layer wall plate end socket plate and the upper-layer wall plate and between the lower-layer wall plate end socket plate and the lower-layer wall plate, and a plurality of core plate sets which are arranged on the two sides of the lower-layer wall plate in a staggered mode are prefabricated on the lower-layer wall plate end socket plate in the length direction of the lower-layer wall plate. A plurality of board inserting holes in one-to-one correspondence with the core board sets are prefabricated in the upper-layer wallboard head plate, and after the core board sets are inserted into the corresponding board inserting holes, the core board sets are attached to the upper-layer wallboard. The problems of low field construction efficiency, poor welding quality and poor anti-seismic property can be solved, and reliable connection of vertical components is ensured.
本发明公开了一种钢板剪力墙插接连接节点，包括上层墙板和下层墙板，在上层墙板的底部预制有上层墙板封头板，在下层墙板的顶部预制有下层墙板封头板，上层墙板封头板和下层墙板封头板通过高强度螺栓连接，在上层墙板封头板与上层墙板之间以及在下层墙板封头板与下层墙板之间均预制有多个沿剪力墙长度方向间隔布置的加劲肋板，在下层墙板封头板上沿下层墙板长度方向预制有交错布置在下层墙板两侧的多个芯板组，在上层墙板封头板上预制有与多个芯板组一一对应的插板孔，芯板组插入对应的插板孔后，芯板组与上层墙板贴近。本发明可以解决现场施工效率低、焊接质量差、抗震性能差的问题，保证竖向构件的可靠连接。
Inserting connection node of steel plate shear wall
钢板剪力墙插接连接节点
AN HAIYU (author) / LI XIAOMEI (author) / WANG FEI (author) / REN MUHONG (author) / ZHAO QINGYU (author)
2022-05-27
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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