Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel frame beam column joint and connecting method
According to the steel frame beam column joint and the connecting method, modular design is adopted, so that the joint can be rapidly assembled on site, the construction efficiency is improved, and a buckling restrained energy consumption plate and a web splice plate are adopted for connecting a cantilever beam section and a middle beam section. The buckling constraint energy consumption plates are arranged to restrain the internal core unit so as to limit buckling of the internal core unit when the internal core unit is pressed, so that the energy consumption capacity of the internal core unit is brought into full play, earthquake energy can be effectively absorbed and dispersed when an earthquake occurs, deformation and damage of a building structure are reduced, and the overall safety and stability of a building are protected; the inner core part and the constraint part in the buckling constraint energy consumption plate are both designed to be replaceable parts, modular separation is carried out, replacement can be conveniently carried out if damage occurs after an earthquake, the maintenance cost is reduced, and the maintenance time is shortened. By means of the design idea, the use function of the building structure can be rapidly recovered after the building structure suffers from natural disasters such as earthquakes, and economic losses and social influences are reduced.
本发明公开了一种钢框架梁柱节点及连接方法，采用模块化设计使得节点能够在现场快速装配，提高了施工效率，本发明采用屈曲约束耗能板和腹板拼接板来连接悬臂梁段与中间梁段。通过设置屈曲约束耗能板对其内部核心单元进行约束，以限制其受压时的屈曲，从而充分发挥其耗能能力，能够在地震发生时，有效吸收和分散地震能量，减少建筑结构的变形和损坏，保护建筑的整体安全和稳定性；屈曲约束耗能板中的内核部分与约束部分均设计为可更换部件，进行模块化分离，在地震后若发生损坏可方便地进行更换，降低了维修成本和时间。这种设计思想使得建筑结构在遭受地震等自然灾害后能够迅速恢复使用功能，减少了经济损失和社会影响。
Steel frame beam column joint and connecting method
According to the steel frame beam column joint and the connecting method, modular design is adopted, so that the joint can be rapidly assembled on site, the construction efficiency is improved, and a buckling restrained energy consumption plate and a web splice plate are adopted for connecting a cantilever beam section and a middle beam section. The buckling constraint energy consumption plates are arranged to restrain the internal core unit so as to limit buckling of the internal core unit when the internal core unit is pressed, so that the energy consumption capacity of the internal core unit is brought into full play, earthquake energy can be effectively absorbed and dispersed when an earthquake occurs, deformation and damage of a building structure are reduced, and the overall safety and stability of a building are protected; the inner core part and the constraint part in the buckling constraint energy consumption plate are both designed to be replaceable parts, modular separation is carried out, replacement can be conveniently carried out if damage occurs after an earthquake, the maintenance cost is reduced, and the maintenance time is shortened. By means of the design idea, the use function of the building structure can be rapidly recovered after the building structure suffers from natural disasters such as earthquakes, and economic losses and social influences are reduced.
本发明公开了一种钢框架梁柱节点及连接方法，采用模块化设计使得节点能够在现场快速装配，提高了施工效率，本发明采用屈曲约束耗能板和腹板拼接板来连接悬臂梁段与中间梁段。通过设置屈曲约束耗能板对其内部核心单元进行约束，以限制其受压时的屈曲，从而充分发挥其耗能能力，能够在地震发生时，有效吸收和分散地震能量，减少建筑结构的变形和损坏，保护建筑的整体安全和稳定性；屈曲约束耗能板中的内核部分与约束部分均设计为可更换部件，进行模块化分离，在地震后若发生损坏可方便地进行更换，降低了维修成本和时间。这种设计思想使得建筑结构在遭受地震等自然灾害后能够迅速恢复使用功能，减少了经济损失和社会影响。
Steel frame beam column joint and connecting method
一种钢框架梁柱节点及连接方法
XU YINGLU (Autor:in) / TIAN LIMIN (Autor:in) / LI LEI (Autor:in) / MENG BAO (Autor:in)
27.09.2024
Patent
Elektronische Ressource
Chinesisch
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