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Wrap angle type energy dissipation steel beam column connecting joint structure and steel structure building
The invention relates to the technical field of building structure joint connecting structures, in particular to a wrap angle type energy dissipation steel beam column connecting joint structure and a steel structure building. Comprising steel columns and steel beams. The flange connecting pieces are arranged on the upper side and the lower side of the steel beam respectively; the web connecting piece is positioned on one side of the steel beam web; the flange connecting piece comprises a first connecting part and a second connecting part; the first connecting parts and the second connecting parts perpendicularly intersect to form T-shaped bent components, and the adjacent second connecting parts located on the different sides of the steel column are connected to form L-shaped bent components covering the corners of the steel column. A yield energy dissipation structure is arranged between the first connecting part and the second connecting part; the web connecting piece comprises a third connecting part and a fourth connecting part; and the third connecting part and the fourth connecting part are vertically intersected to form a bent component. The joint structure is easy to assemble, low in manufacturing cost, good in anti-seismic performance, convenient to connect, firm in assembly and clear in stress.
本发明涉及涉及建筑结构节点连接结构技术领域,具体地指一种包角式耗能钢梁柱连接节点结构及钢结构建筑。包括钢柱和钢梁;还包括翼缘连接件和腹板连接件,翼缘连接件分置于钢梁的上下两侧;腹板连接件处于钢梁腹板一侧;翼缘连接件包括第一连接部以及第二连接部;第一连接部与第二连接部垂直相交形成T型弯折构件,位于钢柱不同侧的相邻第二连接部相互连接形成覆盖钢柱拐角的L型弯折构件;第一连接部和第二连接部之间设置有屈服耗能结构;腹板连接件包括第三连接部以及第四连接部;第三连接部与第四连接部垂直相交形成弯折构件。本申请的节点结构装配简单,造价低廉,具有良好的抗震性能,节点连接方便、装配牢固、受力明确。
Wrap angle type energy dissipation steel beam column connecting joint structure and steel structure building
The invention relates to the technical field of building structure joint connecting structures, in particular to a wrap angle type energy dissipation steel beam column connecting joint structure and a steel structure building. Comprising steel columns and steel beams. The flange connecting pieces are arranged on the upper side and the lower side of the steel beam respectively; the web connecting piece is positioned on one side of the steel beam web; the flange connecting piece comprises a first connecting part and a second connecting part; the first connecting parts and the second connecting parts perpendicularly intersect to form T-shaped bent components, and the adjacent second connecting parts located on the different sides of the steel column are connected to form L-shaped bent components covering the corners of the steel column. A yield energy dissipation structure is arranged between the first connecting part and the second connecting part; the web connecting piece comprises a third connecting part and a fourth connecting part; and the third connecting part and the fourth connecting part are vertically intersected to form a bent component. The joint structure is easy to assemble, low in manufacturing cost, good in anti-seismic performance, convenient to connect, firm in assembly and clear in stress.
本发明涉及涉及建筑结构节点连接结构技术领域,具体地指一种包角式耗能钢梁柱连接节点结构及钢结构建筑。包括钢柱和钢梁;还包括翼缘连接件和腹板连接件,翼缘连接件分置于钢梁的上下两侧;腹板连接件处于钢梁腹板一侧;翼缘连接件包括第一连接部以及第二连接部;第一连接部与第二连接部垂直相交形成T型弯折构件,位于钢柱不同侧的相邻第二连接部相互连接形成覆盖钢柱拐角的L型弯折构件;第一连接部和第二连接部之间设置有屈服耗能结构;腹板连接件包括第三连接部以及第四连接部;第三连接部与第四连接部垂直相交形成弯折构件。本申请的节点结构装配简单,造价低廉,具有良好的抗震性能,节点连接方便、装配牢固、受力明确。
Wrap angle type energy dissipation steel beam column connecting joint structure and steel structure building
包角式耗能钢梁柱连接节点结构及钢结构建筑
JU HONGTAO (Autor:in) / ZENG FANXING (Autor:in) / JIANG WEN (Autor:in) / YANG GUANG (Autor:in) / HU XUEGANG (Autor:in) / ZHANG CHAO (Autor:in) / FU LEI (Autor:in) / ZHAI WEI (Autor:in) / ZHANG KAI (Autor:in) / HUANG YAO (Autor:in)
26.07.2024
Patent
Elektronische Ressource
Chinesisch
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