Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated steel structure beam column joint and assembling method thereof
The invention relates to the technical field of building construction, and discloses an assembly type steel structure beam column joint and an assembly method.The assembly type steel structure beam column joint comprises a square pipe column and a plurality of I-shaped steel beams, weakening devices are arranged in side edge grooves of the I-shaped steel beams, and each weakening device comprises a triangular stress column; the triangular stress columns are fixed to the outer side positions of side edge grooves of the I-shaped steel beam, L-shaped bases are arranged on the sides, away from the triangular stress columns, in the side edge grooves of the I-shaped steel beam, force guiding cavity cylinders are arranged on the L-shaped bases in a penetrating and inserting mode, and T-shaped guide columns are arranged at the tops of the force guiding cavity cylinders. And a vibration reduction cylinder is inserted in the center of the lower portion of the T-shaped guide column in a penetrating mode, a threaded rod is inserted in the vibration reduction cylinder in a penetrating mode, and a stress push plate is arranged on the side, corresponding to the triangular stress column, of the threaded rod, so that force is effectively weakened, and the bearing capacity of the whole beam column is higher.
本发明涉及建筑施工技术领域,公开了一种装配式钢结构梁柱节点及其装配方法,该装配式钢结构梁柱节点,包括方管柱和若干个工字型钢梁,所述工字型钢梁的侧边槽内均设有削弱装置,所述削弱装置包括三角受力柱,所述三角受力柱固定在所述工字型钢梁侧边槽的外侧位置处,所述工字型钢梁侧边槽内远离所述三角受力柱一侧均设有L型座,所述L型座上穿插设有导力空腔筒,所述导力空腔筒的顶部设有设有T型导柱,所述T型导柱下部中心位置处穿插设有降震筒,所述降震筒内穿插设有螺纹杆,所述螺纹杆对应所述三角受力柱一侧设有受力推板,有效将力进行削弱,促使整个梁柱的承载力更强。
Fabricated steel structure beam column joint and assembling method thereof
The invention relates to the technical field of building construction, and discloses an assembly type steel structure beam column joint and an assembly method.The assembly type steel structure beam column joint comprises a square pipe column and a plurality of I-shaped steel beams, weakening devices are arranged in side edge grooves of the I-shaped steel beams, and each weakening device comprises a triangular stress column; the triangular stress columns are fixed to the outer side positions of side edge grooves of the I-shaped steel beam, L-shaped bases are arranged on the sides, away from the triangular stress columns, in the side edge grooves of the I-shaped steel beam, force guiding cavity cylinders are arranged on the L-shaped bases in a penetrating and inserting mode, and T-shaped guide columns are arranged at the tops of the force guiding cavity cylinders. And a vibration reduction cylinder is inserted in the center of the lower portion of the T-shaped guide column in a penetrating mode, a threaded rod is inserted in the vibration reduction cylinder in a penetrating mode, and a stress push plate is arranged on the side, corresponding to the triangular stress column, of the threaded rod, so that force is effectively weakened, and the bearing capacity of the whole beam column is higher.
本发明涉及建筑施工技术领域,公开了一种装配式钢结构梁柱节点及其装配方法,该装配式钢结构梁柱节点,包括方管柱和若干个工字型钢梁,所述工字型钢梁的侧边槽内均设有削弱装置,所述削弱装置包括三角受力柱,所述三角受力柱固定在所述工字型钢梁侧边槽的外侧位置处,所述工字型钢梁侧边槽内远离所述三角受力柱一侧均设有L型座,所述L型座上穿插设有导力空腔筒,所述导力空腔筒的顶部设有设有T型导柱,所述T型导柱下部中心位置处穿插设有降震筒,所述降震筒内穿插设有螺纹杆,所述螺纹杆对应所述三角受力柱一侧设有受力推板,有效将力进行削弱,促使整个梁柱的承载力更强。
Fabricated steel structure beam column joint and assembling method thereof
一种装配式钢结构梁柱节点及其装配方法
ZHAO FANGWEI (Autor:in) / DONG XIANRUI (Autor:in) / JI FENGMAO (Autor:in) / SUN HUIGUI (Autor:in) / XIAO HENG (Autor:in) / LI JIATAO (Autor:in) / TANG GUANGQI (Autor:in) / WANG YAO (Autor:in)
15.09.2023
Patent
Elektronische Ressource
Chinesisch
Fabricated concrete structure beam-column joint and assembling method thereof
Europäisches Patentamt | 2024
|Europäisches Patentamt | 2023
|Fabricated steel structure beam column joint and mounting method thereof
Europäisches Patentamt | 2024
|