Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Precast beam for full assembly type rigid connection
The invention relates to the technical field of precast beams, and discloses a precast beam for full assembly type rigid connection. The precast beam comprises a beam connecting piece and a precast beam body, wherein the precast beam body is transversely arranged on the side of the beam connecting piece, a beam main rib is transversely arranged in the precast beam body, a beam connecting plate is longitudinally arranged at one end of the beam connecting piece, the end of the precast beam body is in butt joint with the beam connecting plate, the beam main rib is fixedly connected with the beam connecting plate, and the other end of the beam connecting piece extends to form a beam cantilever section which is horizontally arranged and is connected with a precast column. The beam cantilever section on the beam connecting piece is connected with the precast column, the precast beam and the precast column are connected into a whole, the scheme that reinforcing steel bars are arranged in a beam-column node area in a penetrating mode in the prior art is replaced, and the problems of complexity in arrangement of the reinforcing steel bars on a node and long splicing time are solved.
本发明涉及预制梁的技术领域，公开了用于全装配式刚性连接的预制梁，包括梁连接件和横向布置的预制梁体，预制梁体布置在梁连接件的侧方，预制梁体内具有横向布置的梁主筋，梁连接件的一端设有纵向布置的梁连接板，预制梁体的端部对接在梁连接板上，梁主筋与梁连接板固定连接，梁连接件的另一端延伸有水平布置且用于与预制柱连接的梁悬臂段。通过梁连接件上的梁悬臂段与预制柱连接，将预制梁与预制柱连接成为一个整体，替代以往在梁柱节点域穿设钢筋的方案，解决了节点布筋复杂、拼装时间长的问题。
Precast beam for full assembly type rigid connection
The invention relates to the technical field of precast beams, and discloses a precast beam for full assembly type rigid connection. The precast beam comprises a beam connecting piece and a precast beam body, wherein the precast beam body is transversely arranged on the side of the beam connecting piece, a beam main rib is transversely arranged in the precast beam body, a beam connecting plate is longitudinally arranged at one end of the beam connecting piece, the end of the precast beam body is in butt joint with the beam connecting plate, the beam main rib is fixedly connected with the beam connecting plate, and the other end of the beam connecting piece extends to form a beam cantilever section which is horizontally arranged and is connected with a precast column. The beam cantilever section on the beam connecting piece is connected with the precast column, the precast beam and the precast column are connected into a whole, the scheme that reinforcing steel bars are arranged in a beam-column node area in a penetrating mode in the prior art is replaced, and the problems of complexity in arrangement of the reinforcing steel bars on a node and long splicing time are solved.
本发明涉及预制梁的技术领域，公开了用于全装配式刚性连接的预制梁，包括梁连接件和横向布置的预制梁体，预制梁体布置在梁连接件的侧方，预制梁体内具有横向布置的梁主筋，梁连接件的一端设有纵向布置的梁连接板，预制梁体的端部对接在梁连接板上，梁主筋与梁连接板固定连接，梁连接件的另一端延伸有水平布置且用于与预制柱连接的梁悬臂段。通过梁连接件上的梁悬臂段与预制柱连接，将预制梁与预制柱连接成为一个整体，替代以往在梁柱节点域穿设钢筋的方案，解决了节点布筋复杂、拼装时间长的问题。
Precast beam for full assembly type rigid connection
用于全装配式刚性连接的预制梁
SUN LIJIAN (Autor:in) / SONG CHANGYU (Autor:in) / PENG HAO (Autor:in) / CHENG CHIHAO (Autor:in) / ZHOU BAOSHENG (Autor:in) / XU DONG (Autor:in) / ZHONG YUAN (Autor:in)
04.01.2022
Patent
Elektronische Ressource
Chinesisch
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