The utility model relates to a steel pipe concrete truss node plate type node belonging to civil engineering art field.
本实用新型涉及一种钢管混凝土桁架节点板式节点，属于土木工 程技术领域。
In accordance with the test results: The bearing capacity of specimens become larger when the node-plate thickness and bolt-space increased, further, the degeneration of bearing capacity is stable.
试验结果表明：此类节点的承载能力随节点板厚度和螺栓间距的加大呈递增趋势，承载力退化稳定；
In accordance with the test results: The bearing capacity of specimens become larger when the node-plate thickness and bolt-space increased, further, the degeneration of bearing capacity is stable.
试验结果表明：此类节点的承载能力随节点板厚度和螺栓间距的加大呈递增趋势，承载力退化稳定；
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