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One-way double-cable beam column connecting joint of large-span cable-stayed structure
The invention relates to a one-way double-cable beam column connecting joint of a large-span cable-stayed structure. The beam column connecting joint comprises a lug plate set, wherein the lug plate set comprises a plurality of lug plates arranged in parallel, one end of the lug plate set is fixedly connected with a steel column, the other end of the lug plate set is movably connected with a plurality of cables, a vertical annular plate is arranged outside the steel column, the outer surface of the vertical annular plate is connected with a plurality of steel beams/steel supports, and the lug plates and the steel beams/steel supports do not interfere with each other. Compared with the prior art, sufficient bearing capacity can be provided under the complex stress condition of multi-structural component connection, meanwhile, the joint size can be reduced, and construction, installation and later adjustment and maintenance are facilitated.
本发明涉及一种大跨度斜拉结构的单向双索梁柱连接节点,包括一个耳板组,所述耳板组包括多个平行设置的耳板,所述耳板组的一端与钢柱固定连接,所述耳板组的另一端与多个拉索活动连接,所述钢柱外设置有竖向环板,所述竖向环板的外表面连接有多个钢梁/钢支撑,所述耳板与钢梁/钢支撑之间不发生干涉。与现有技术相比,本发明能够在多结构构件连接的复杂受力情况下,提供足够承载力,同时能减小节点体积、方便施工安装与后期的调节维护。
One-way double-cable beam column connecting joint of large-span cable-stayed structure
The invention relates to a one-way double-cable beam column connecting joint of a large-span cable-stayed structure. The beam column connecting joint comprises a lug plate set, wherein the lug plate set comprises a plurality of lug plates arranged in parallel, one end of the lug plate set is fixedly connected with a steel column, the other end of the lug plate set is movably connected with a plurality of cables, a vertical annular plate is arranged outside the steel column, the outer surface of the vertical annular plate is connected with a plurality of steel beams/steel supports, and the lug plates and the steel beams/steel supports do not interfere with each other. Compared with the prior art, sufficient bearing capacity can be provided under the complex stress condition of multi-structural component connection, meanwhile, the joint size can be reduced, and construction, installation and later adjustment and maintenance are facilitated.
本发明涉及一种大跨度斜拉结构的单向双索梁柱连接节点,包括一个耳板组,所述耳板组包括多个平行设置的耳板,所述耳板组的一端与钢柱固定连接,所述耳板组的另一端与多个拉索活动连接,所述钢柱外设置有竖向环板,所述竖向环板的外表面连接有多个钢梁/钢支撑,所述耳板与钢梁/钢支撑之间不发生干涉。与现有技术相比,本发明能够在多结构构件连接的复杂受力情况下,提供足够承载力,同时能减小节点体积、方便施工安装与后期的调节维护。
One-way double-cable beam column connecting joint of large-span cable-stayed structure
一种大跨度斜拉结构的单向双索梁柱连接节点
ZHANG TAO (Autor:in) / RUAN LINWANG (Autor:in) / DING ZHUHONG (Autor:in) / MIN ZIHAN (Autor:in) / DING YARU (Autor:in) / HE MINGYUE (Autor:in)
27.07.2021
Patent
Elektronische Ressource
Chinesisch
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