首页|不同孔型的Q690高强钢电弧热喷铝表面的抗滑移试验研究

不同孔型的Q690高强钢电弧热喷铝表面的抗滑移试验研究

扫码查看
建筑结构采用高强钢能有效减少结构用钢量和安装成本,从而降低建筑结构的碳排放,有利于推动建筑业的高质量发展.高强螺栓摩擦型连接是钢结构中最常用的连接方式之一,其依靠连接板件之间的摩擦力传递荷载,具有刚度高、抗疲劳和抗往复荷载等优点,因此桥梁结构中常常采用此类连接方式.实际工程中,高强螺栓摩擦型连接面临着防腐处理和现场施工装配精度不高的问题.在高强螺栓摩擦型连接表面采用电弧热喷铝喷涂和扩孔的方法可以解决上述问题,因此高强钢的高强螺栓摩擦型连接表面电弧热喷铝和扩孔后的抗滑移性能对该连接的承载能力具有至关重要的影响.为研究不同孔型的Q690 高强钢电弧热喷铝表面高强螺栓摩擦型连接抗滑移性能,进行了抗滑移试验与预紧力损失试验.试验考虑了表面喷砂与喷砂后电弧热喷铝两种处理方式,其中电弧热喷铝试验包括了标准孔、大圆孔、长向平行荷载的长槽孔和长向垂直荷载的长槽孔四种不同孔型,而喷砂对照组试验仅包含标准孔.试件在达到滑移荷载时发生破坏并伴随显著的滑移,喷砂表面抗滑移试件的破坏形式为孔周磨损,电弧热喷铝表面抗滑移试件的破坏形式为孔周涂层磨损和剥离.试验结果表明:Q690 高强钢喷砂表面抗滑移系数可取0.50,电弧热喷铝表面可取0.60,电弧热喷铝表面具有良好的抗滑移性能,承载力高、性能稳定;电弧热喷铝各孔型试件 100 h预紧力损失量为 1.9%~2.9%;电弧热喷铝表面的大圆孔、长向平行荷载和长向垂直荷载长槽孔的孔型系数平均值分别为 0.98、0.89 和 0.82,最小值为 0.93、0.83 和 0.77,均大于现行规范取值,规范计算结果偏于安全.
Anti-Slip Experimental Research on Aluminum-Based Metalized Faying Surfaces of Q690 High Strength Steel with Different Bolt Hole Types
The application of high strength steels(HSS)in building structures can effectively reduce the consumption of structural steel and erection cost,lower the carbon footprints of building structures,and promote the high-quality development of the construction industry.As one of the most commonly used connection types in steel structures,the slip critical connection transfers the load through the friction forces between the faying surfaces of the connected plates,and is characterized by high rigidity and excellent performances against fatigue and vibrational loadings.So the slip critical connection is commonly used in bridges.In real projects,HSS slip critical connection faces the corrosion problems and low assembly accuracy in site construction.These problems can be solved by thermal spay of aluminum on connecting surfaces and hole reaming.Therefore,the anti-slip performance of HSS slip critical connections after thermal spay of aluminum and reaming has a crucial influence on the shear capacity of the connections.To investigate the anti-slip performance of aluminum-based metalized faying surfaces with high strength bolts of Q690 HSS with different bolt hole types,standard tests and pretension loss tests were carried out.Specimen surfaces were prepared by grit blasting and thermal spray of aluminum after grit blasting.Four bolt hole types were considered for metalized faying surface specimens,including standard holes,oversized holes,long slotted holes perpendicular and parallel to the loading direction,while only the standard hole was considered in the grit blasted group.When the specimens reached the slip load,failure occurred and significant slip was observed.The failure mode of the anti-slip specimens after grit blasting was the surface abrasion around bolt holes,while the failure modes of the anti-slip specimens after thermal spray of aluminum were the abrasion and peeling of coating around bolt holes.Test results indicated that the recommended values of anti-slip coefficient for Q690 HSS grit blasted and metalized faying surfaces connections were 0.50 and 0.60,respectively,and metalized faying surfaces specimens showed excellent slip resistant performance with high resistance and stable behavior;the loss of pretension at 100 h of metalized faying surfaces connections varied from 1.9%to 2.9%;the mean shape factors of Q690 HSS aluminum-based metalized surfaces connections with oversized holes,long slotted holes perpendicular and parallel to the loading direction were 0.98,0.89 and 0.82,and the minimum shape factors were 0.93,0.83 and 0.77,respectively,all higher than the specified values in current codes,and designs based on codes specified values got conservative results.

slip critical connectionQ690 high strength steelsurface treatmentanti-slip coefficientloss of pretensionshape factor

陈振明、卞卡、高飞、陈俊波、肖蒙

展开 >

中建钢构股份有限公司,广东深圳 518118

华中科技大学土木与水利工程学院,武汉 430074

中国建筑智能建造工程研究中心,广东深圳 518118

摩擦型连接 Q690高强钢 表面处理 抗滑移系数 预紧力损失 孔型系数

2024

钢结构
中国钢结构协会 中冶建筑研究总院有限公司

钢结构

影响因子:0.46
ISSN:1007-9963
年,卷(期):2024.39(5)