Experimental Study on Mechanical Properties of a New Connection Joint Between PC External Wall Panel and Steel Frame with Frictional Energy Dissipation

SUI Weining; MA Yong; YANG Haitao; WU Jinguo

doi:10.13204/j.gyjzG22011501

Volume 53 Issue 5

May 2023

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2023 > 53(5): 109-117

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SUI Weining, MA Yong, YANG Haitao, WU Jinguo. Experimental Study on Mechanical Properties of a New Connection Joint Between PC External Wall Panel and Steel Frame with Frictional Energy Dissipation[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 109-117. doi: 10.13204/j.gyjzG22011501

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Experimental Study on Mechanical Properties of a New Connection Joint Between PC External Wall Panel and Steel Frame with Frictional Energy Dissipation

doi: 10.13204/j.gyjzG22011501

School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China

Received Date: 2022-01-15

Abstract

Abstract

The effects of the aluminum friction plate opening form and bolt preload on the mechanical properties of the new friction energy dissipation connection joints were studied to provide reference for the design and engineering application of PC (precast concrete) external wall panel joints. To obtain the mechanical properties of the new friction energy dissipation connection joints between PC external wall panels and frames, four sets of typical test specimens were selected for the proposed static loading test; during the loading test, it was observed that the long round-hole aluminum friction plate slid with the increase of the horizontal displacement of the central steel plate. The friction plate slides with the increase of the horizontal displacement of the central steel plate, and no obvious sliding phenomenon for the round-hole aluminium friction plate; after the loading, obvious wear was observed on the surface of the aluminium friction plate, and the long round-hole aluminium friction plate was extruded by 4.5 mm relatively, while the relative position of the round-hole aluminium friction plate remains unchanged; for the joint with the round-hole aluminium friction plate, with the increase of the preload force, the critical friction coefficient, and the relative slip at the joint decreased. The new type of friction energy dissipation connection joint with the single round-hole aluminum friction plate had better comprehensive performance. Although the friction coefficient and the average friction coefficient were not constant during the loading process, the overall energy dissipation performance did not deteriorate, indicating that the type of friction dissipation joint has good energy dissipation performance.
- steel frame,
- precast concrete external wall,
- new friction energy dissipation connection joint,
- energy dissipation performance,
- aluminum friction plate

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References

[1]	高洋洋.装配式建筑和绿色建筑成建筑业转型升级重要抓手[N]. 中国建设报, 2021-02-11(5).
[2]	肖成凯,谢沛醒,王至爱,等.装配式钢框架与外挂墙板连接节点研究探究[J].建筑结构,2021,51(增刊1):1196-1202.
[3]	李久鹏.工业化住宅外挂墙板耗能减震性能研究[D].天津:天津大学,2009.
[4]	COLOMBO A, TONIOLO G. Problems of seismic design of the cladding panels of precast buildings[C]//Proceedings of the NZSEE Annual Technical Conference and AGM.Christchurch: 2012.
[5]	杨云,石晓猛.外挂墙板耗能节点的设计研究[J].低温建筑技术,2013,35(3):73-75.
[6]	程选生,贾传胜,杜修力.消能减震技术在结构抗震加固改造中的应用[J].土木工程学报,2012,45(增刊1):253-257.
[7]	杨云,石晓猛.外挂墙板耗能节点的设计研究[J].低温建筑技术,2013,35(3):73-75.
[8]	COHEN J M. Literature review on seismic performance of building cladding systems[M]. Boulder: National Institute of Standards and Technology, 1995.
[9]	中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017—2017[S]. 北京:中国建筑工业出版社,2018.
[10]	RAMHORMOZIAN S,CLIFTON G C, MACRAE G A, et al. Stiffness-based approach for Belleville springs use in friction sliding structural connections[J]. Journal of Constructional Steel Research,2017,138:340-356.
[11]	中华人民共和国住房和城乡建设部.建筑消能减震技术规程: JGJ 297—2013[S]. 北京: 中国建筑工业出版社, 2013.
[12]	中华人民共和国住房和城乡建设部.建筑抗震试验规程: JGJ/T 101—2015[S]. 北京: 中国建筑工业出版社, 2015.
[13]	中华人民共和国住房和城乡建设部.建筑抗震设计规范:GB 50011—2010[S]. 北京:中国建筑工业出版社,2016.
[14]	鲍登FP, 泰伯D. 固体的摩擦与润滑[M]. 北京:机械工业出版社, 1982.
[15]	隋伟宁,周魁,王占飞.转动型摩擦阻尼器力学性能及抗震效果分析[J].工业建筑,2018,48(4):137-143.
[16]	韩建强,张会峰,乔杨.滑动长孔高强螺栓摩擦阻尼器滞回性能试验研究[J].建筑结构学报,2018,39(增刊2):315-320.
[17]	张艳霞,赵文占,陈媛媛,等.长孔螺栓摩擦阻尼器试验研究[J].工程抗震与加固改造,2015,37(4):90-95 ,73.
[18]	王宇亮,崔洪军,张玉敏,等.滑动长孔螺栓摩擦阻尼器力学性能试验研究[J].震灾防御技术,2020,15(1):11-20.
[19]	周云,邓雪松.影响摩擦耗能器性能的因素分析[J].工业建筑,1999,29(6):1-4 ,23.
[20]	杜新喜,王若林,袁焕鑫. 钢结构设计[M].南京:东南大学出版社, 2017.
[21]	YUN C, CHAO C, CONG C. Study on seismic performance of prefabricated self-centering beam to column rotation friction energy dissipation connection[J/OL]. Engineering Structures, 2021, 241[2022-01-15]. https://doi.org/10.1016/j.engstruct.2021.112136.
[22]	常召群,刘伯权,韩萌,等.新型自复位摩擦耗能阻尼器的设计及数值模拟分析[J].工业建筑,2021,51(9):138-142 ,221.
[23]	杨小琦,王燕,张海宾,等.基于转动型摩擦阻尼器滞回性能试验研究[J].工业建筑,2020,50(5):151-157 ,108.
[24]	SUI W N,WANG X L,WANG Z F. Experimental study on mechanical properties of the steel friction pads used in a rotational friction damper[J]. Structures,2021,29:1808-1818.

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