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装配式腹板开洞组合梁受力性能试验研究

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为研究高强螺栓连接腹板开洞组合梁的受力性能,文中以高强螺栓间距为变化参数,对3根装配简支组合梁试件进行了跨中单调集中加载试验.研究包括高强螺栓在组合梁装配中的受力表现、试件极限承载力、试件的破坏形态及其变形特征.结果表明高强螺栓连接的组合梁试件破坏形态为典型的剪切破坏;螺栓间距对装配式组合梁的整体刚度有较大影响,高强螺栓布置的间距越小,组合梁的组合作用越强,整体刚度也越大,破坏时变形小;高强螺栓的预紧力和螺栓孔容差对组合梁的荷载-滑移性能也有较大影响.研究可为洞口上方高强螺栓连接件的设计、施工以及加固补强提供参考.
EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF PREFABRICATED COMPOSITE BEAMS WITH WEB OPENINGS
Taking the spacing of high-strength bolts as a variable parameter,three simply supported composite beams are loaded under a monotonically increasing static load at the mid span to study the mechanical behavior of composite beams with web openings connected by high-strength bolts.The research focuses on the force perfor-mance of high-strength bolts in the assembly of composite beams,the ultimate bearing capacity of prefabricated specimens,the failure mode,and deformation characteristics of the test specimens.The results show that the failure mode of composite beams connected by high-strength bolts is typical shear failure.The bolt spacing had a signifi-cant impact on the overall stiffness of the assembled composite beam,in which the smaller the spacing of high-strength bolts,the stronger the composite effect of composite beams,the greater the overall stiffness,and the smaller the deformation during failure.The pretension of high-strength bolts and the tolerance of bolt holes also have great influence on the load-slip behavior of composite beams.The high-strength bolt connectors in the area above the hole are prone to offset and pull-out,and further reinforcement measures should be taken in the design and construction to optimize the performance.

prefabricated composite beamshigh strength bolt connectorsweb openings

崔晓江、邴鹏、王建涛

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潍坊职业学院基建处,山东潍坊 261108

潍坊昌大建设集团有限公司,山东潍坊 261205

装配式组合梁 高强螺栓连接件 腹板开洞

2024

低温建筑技术
黑龙江省寒地建筑科学研究院

低温建筑技术

影响因子:0.237
ISSN:1001-6864
年,卷(期):2024.46(6)