承插式预制桥墩在车辆碰撞下的动力响应模型试验研究

韩艳,王龙龙,刘志浩

振动与冲击 ›› 2021, Vol. 40 ›› Issue (22) : 267-274.

PDF(2074 KB)
PDF(2074 KB)
振动与冲击 ›› 2021, Vol. 40 ›› Issue (22) : 267-274.
论文

承插式预制桥墩在车辆碰撞下的动力响应模型试验研究

  • 韩艳,王龙龙,刘志浩
作者信息 +

Model experimental analysis on the dynamic response of a socket prefabricated pier under vehicle collision

  • HAN Yan, WANG Longlong, LIU Zhihao
Author information +
文章历史 +

摘要

为获得承插式装配桥墩的抗车撞性能,针对一种预制墩柱与预制基础连接界面不做粗糙处理的承插式连接构造,进行了4个不同嵌入深度的承插式桥墩试件与1个整体式现浇桥墩试件在车辆碰撞作用下的模型试验,分析了承插式连接形式及嵌入深度对桥墩受车撞响应的影响。结果表明:车速和承插深度是影响该类桥墩车撞动力响应的重要因素,桥墩的加速度有随车速提高而增大的趋势,其损伤程度随墩柱嵌入深度的增加逐渐减小;1.0倍墩柱直径嵌入深度的承插式桥墩的最终破坏形态与整体式的基本相同,且在钢筋应变极值增减趋势及幅值方面与整体式桥墩基本相同。建议工程应用中在连接界面不做粗糙处理的情况下,承插式连接的最小嵌入深度取为1.0倍墩柱直径。

Abstract

In order to obtain the anti-collision performance of the socket assembled bridge pier,this research proposed a socket connection structure without rough treatment on the connection interface between the precast pier column and the precast foundation. Through the model test of four socket bridge pier specimens with different embedment depths and one cast-in-place specimen under the vehicle collision,the influence of socket connection form and embedment depth on the dynamic response of bridge piers to vehicle collision was studied. The results show that the vehicle speed and embedment depth are important factors that affect the dynamic response of socket bridge pier subjected to vehicle collision. The acceleration of bridge piers tends to increase with the increase of vehicle speed,and the damage degree of bridge piers gradually decreases with the increase of pier column embedment depth. The final failure form of socket pier with 1.0 times the embedment depth of the pier column diameter is basically same as that of the cast-in-place one,and it is basically same as the cast-in-place pier in terms of the distribution and amplitude of maximum reinforcement strain. It is thus suggested that the minimum embedment depth for socket connection can be 1.0 times the pier column diameter without rough treatment on the interface between the precast pier column and the precast foundation in bridge engineering application.

关键词

装配式桥墩 / 承插式连接 / 车辆 / 撞击力 / 动力响应

Key words

prefabricated bridge pier / socket connection / vehicle / impact force / dynamic response

引用本文

导出引用
韩艳,王龙龙,刘志浩. 承插式预制桥墩在车辆碰撞下的动力响应模型试验研究[J]. 振动与冲击, 2021, 40(22): 267-274
HAN Yan, WANG Longlong, LIU Zhihao. Model experimental analysis on the dynamic response of a socket prefabricated pier under vehicle collision[J]. Journal of Vibration and Shock, 2021, 40(22): 267-274

参考文献

[1] 朱亚迪, 卢文良.小车墩柱撞击力模型试验研究[J]. 振动与冲击, 2013, 32(21): 182-186.
ZHU Ya-di, LU Wen-liang. Model tests for collision force between a vehicle and piers [J]. Journal of Vibration and Shock, 2013, 32(21): 182-186. (in Chinese)
[2] 夏超逸, 张楠, 夏禾. 汽车撞击作用下车桥系统的动力响应及高速列车运行安全分析 [J]. 工程力学, 2013, 30(8): 119-126.
XIA Chao-yi, ZHANG Nan, XIA He. Dynamic responses of train-bridge system subjected to truck collision and running safety evaluation of high-speed train [J]. Engineering Mechanics, 2013, 30(8): 119-126. (in Chinese)
[3] 王向阳, 吴琼, 张林凯. 基于LS-DYNA的车-桥墩碰撞及可靠度研究[J]. 公路交通科技, 2020, 37(5), 64-72.
WANG Xiang-yang, WU Qiong, ZHANG Lin-kai. Study on vehicle-pier collision and reliability based on LS-DYNA [J]. Journal of Highway and Transportation Research and Development, 2020, 37(5), 64-72. (in Chinese)
[4] 陈林, 曾玉烨, 颜泽峰, 等. 车辆撞击下钢筋混凝土桥墩的动力响应及损伤特征[J]. 振动与冲击, 2019, 38(13): 261-267+273.
CHEN Lin, ZENG Yu-ye,YAN Ze-feng, et al. Dynamic response and damage characteristics of a RC pier under vehicle impacting [J]. Journal of Vibration and Shock, 2019, 38(13): 261-267+273. (in Chinese)
[5] 孟一, 易伟建.混凝土圆柱体试件在低速冲击下动力效应的研究[J]. 振动与冲击,2011, 30(3):205-210.
MENG Yi, Yi Wei-jian. Dynamic behavior of concrete cylinder specimens under low velocity impact [J]. Journal of Vibration and Shock, 2011, 30(3):205-210. (in Chinese)
[6] 潘晋, 方涵, 吴亚锋, 等. 桥墩复合材料防车撞结构碰撞性能试验研究[J]. 华中科技大学学报(自然科学版), 2018, 46(10): 14-20.
Pan Jin, Fang Han, Wu Ya-feng, et al. Experimental study on performance of composite protection structure for bridge pier against vehicle collision [J]. Journal of Huazhong University of Science and Technology (Natural Science Edition), 2018, 46(10): 14-20.
[7] 韩艳, 范东振, 刘山. 外包钢板对钢筋混凝土桥墩撞击性能影响的试验研究[J]. 振动与冲击, 2017, 36(23): 175-179.
HAN Yan, FAN Dong-zhen, LIU Shan. Tests for effect of encased steel plate on anti-impact performance of a RC pier [J]. Journal of Vibration and Shock, 2017, 36(23): 175-179. (in Chinese)
[8] 姜海西, 卫张震. 承插式预制拼装桥墩抗震性能研究综述 [J]. 城市道桥与防洪, 2017, (12): 56-60.
JIANG Hai-xi, WEI Zhang-zhen. Study on anti-seismic property of socketed precast assembled bridge pier [J]. Urban Roads Bridges & Flood Control, 2017, (12): 56-60. (in Chinese)
[9] 周良, 闫兴非, 李雪峰. 桥梁全预制拼装技术的探索与实践 [J]. 预应力技术, 2014, 107(6): 15-18+38.
ZHOU Liang, YAN Xing-fei, LI Xue-feng. Exploration and practice of full prefabrication and assembling technology for bridges [J]. Prestress Technology, 2014, 107(6): 15-18+38. (in Chinese)
[10] 潘可明, 肖永铭, 王海东, 等. 北京市佃起河桥改造工程快速实施设计研究 [J]. 城市道桥与防洪, 2018, (9): 34-38.
PAN Ke-ming, XIAO Yong-ming, WANG Hai-dong, et al. Study on rapid implementation design of Dianqi River Bridge reconstruction project in Beijing [J]. Urban Road Bridge and Flood Control, 2018, (9): 34-38. (in Chinese)
[11] CANHA R M F, EBELING E B, ANA Lucia H. de Cresce El Debs, et al. Analyzing the base of precast column in socket foundations with smooth interfaces [J]. Materials & Structures, 2009, 42 (6): 725-737.
[12] HARALDSSON O S, JANES T M, EBERHARD M O, et al. Seismic resistance of socket connection between footing and precast column [J]. Journal of Bridge Engineering, 2013, 18(9): 910-919.
[13] Jones J, Shoushtari E, Saiidi M S, et al. Comparison of seismic performance of socket and pocket connections for reinforced concrete bridge column base hinges [J]. Transportation Research Record, 2020, 2674(5): 349-360.
[14] TRAN H V. Drilled shaft socket connections for precast columns in seismic regions [D]. University of Washington, 2012.
[15] 张于晔. 装配式桥墩抗震性能的提升方法研究进展 [J].公路交通科技, 2017, 34(4):72-79.
ZHANG Yu-ye. Research progress of methods for improving seismic performance of prefabricated bridge piers [J]. Journal of Highway and Transportation Research and Development, 2017, 34(4):72-79. (in Chinese)
[16] MOHEBBI A, SAIIDI M S, ITANI A M. Shake table studies and analysis of a precast two-column bent with advanced materials and pocket connections [J]. Journal of Bridge Engineering, 2018, 23(7):04018046.
[17] 徐艳, 曾增,葛继平, 等. 承插式预制拼装桥墩的最小合理承插深度 [J]. 同济大学学报(自然科学版), 2019, 47(12): 1706-1711.
XU Yan, ZENG Zeng, GE Ji-ping, et al. Minimum reasonable socket depth of precast pier-footing with socket connection [J]. Journal of Tongji University (Natural Science), 2019, 47(12): 1706-1711. (in Chinese)

PDF(2074 KB)

406

Accesses

0

Citation

Detail

段落导航
相关文章

/