预制预装修模块化建筑连接节点抗震性能

doi:10.13229/j.cnki.jdxbgxb20210658

Abstract

Abstract:

To study the seismic performance of prefabricated and pre-decorated modular building joints, two groups of double-wall joints and one group of four-wall joints were tested under low cyclic loading, and compared with cast-in-place shear walls in terms of failure mode, hysteretic performance, ductility and energy consumption. The results showed that when the axial compression ratio is 0.4， the bearing capacity of the double-split shear wall specimen is significantly improved but its ductility coefficient is only 58.53% of that of the cast-in-place shear wall specimen. The energy dissipation capacity and ductility of the double-split shear wall specimen are decreased by 5.5% and 3.4%， and the yield load and ultimate load are increased by 7.9% and 5.6% respectively， compared with the cast-in-place shear wall when the axial compression ratio is 0.1. Due to the existence of vertical and horizontal grouting joints， the four-split shear wall has poor integrity， fast cracking rate and poor bearing capacity.

Key words: civil engineering, prefabricated prefinished volumetric construction, connection joints, low cyclic loading test, axial compression ratio, seismic performance

CLC Number:

TU398

Qing-feng YAN,Ji-gang ZHANG,Tao WANG,De-gang CHEN,You-sheng YU,Ying-chun YANG. Seismic performance of connection joints between prefabricated prefinished volumetric construction[J].Journal of Jilin University(Engineering and Technology Edition), 2023, 53(2): 505-514.

Figures/Tables 23

Fig.1

Table 1

Fig.2

Fig.3

Fig.4

Fig.5

Fig.6

Table 2

Fig.7

Fig.8

Fig.9

Fig.10

Fig.11

Fig.12

Table 3

Fig.13

Table 4

Fig.14

Table 5

Fig.15

Fig.16

Fig.17

Table 6

References 20

1	Hwang B G, Shan M, Looi K Y. Knowledge-based decision support system for prefabricated prefinished volumetric construction[J]. Au tomation in Construction, 2018, 94: 168-178.
2	Hwang B G, Shan M, Looi K Y. Key constraints and mitigation strategies for prefabricated prefinished volumetric construction[J]. Journal of Cleaner Production, 2018, 183: 183-193.
3	Matthew G, Yang M G. Lean production theory-based simulation of modular construction processes[J]. Automation in Construction, 2019, 101(1): 227-244.
4	Chua Y S, Richard L J Y, Pang S D. Modelling of connections and lateral behavior of high-rise modular steel buildings[J]. Journal of Constructional Steel Research, 2020, 166: 105901.
5	Lv Y F, Li G Q, Cao K, et al. Behavior of splice connection during transfer of vertical load in full-scale corner-supported modular building[J]. Engineering Structures, 2021, 230: 111698.
6	Chen Z H, Niu X Y, Liu J D, et al. Seismic study on an innovative fully-bolted beam-column joint in prefabricated modular steel buildings[J]. Engineering Structures, 2021, 234: 111875.
7	Sukhi V S, David P T, Perera N, et al. Seismic mitigation of steel modular building structures through innovative inter-modular connections[J]. Heliyon, 2019, 5(11): 02751.
8	向沛国. 装配式模块化建筑节点试验研究[D]. 哈尔滨: 哈尔滨工业大学土木工程学院, 2017.
	Xiang Pei-guo. Experimental research on joint of fabricated modular buildings[D]. Harbin: School of Civil Engineering, Harbin Institute of Technology, 2017.
9	刘学春, 任旭, 詹欣欣, 等. 一种盒子式模块化装配式钢结构房屋梁柱节点受力性能分析[J]. 工业建筑,2018, 48(5): 62-69.
	Liu Xue-chun, Ren Xu, Zhan Xin-xin, et al. Mechanical property analysis of beam-to-column connection in a box-type modular prefabricated steel structure building[J]. Industrial Construction, 2018, 48(5): 62-69.
10	刘学春,浦双辉,徐阿新,等.模块化装配式多高层钢结构全螺栓连接节点静力及抗震性能试验研究[J]. 建筑结构学报, 2015, 36(12): 43-51.
	Liu Xue-chun, Pu Shuang-hui, Xu A-xin, et al. Experimental study on static and seismic performance of bolted joint in modularized multi-layer and high-rise prefabricated steel structures[J]. Journal of Building Structures, 2015, 36(12): 43-51.
11	刘学春,徐阿新,倪真,等.模块化装配式钢结构梁柱节点极限承载力分析与抗震性能研究[J].工业建筑, 2014, 44(8): 23-26, 60.
	Liu Xue-chun, Xu A-xin, Ni Zhen, et al. Analysis of the limit bearing capacity and seismic performance of typical joint of truss-beam and column in fabricated high-rise steel structure[J]. Industrial Construction, 2014, 44(8): 23-26, 60.
12	熊枫,黄炎生,周靖,等.装配式内置双钢套管混凝土组合剪力墙的抗震性能试验研究[J]. 土木工程学报, 2021, 54(4): 8-17, 94.
	Xiong Feng, Huang Yan-sheng, Zhou Jing,et al.Experimental study on seismic performance of precast concrete composite shear walls embedded with high-strength concrete-filled double steel tube[J]. China Civil Engineering Journal, 2021, 54(4): 8-17, 94.
13	龚永智,况锦华,柯福隆,等.UHPC连接的装配式剪力墙节点抗震性能试验[J].吉林大学学报:工学版, 2022, 52(10): 2367-2375.
	Gong Yong-zhi, Kuang Jin-hua, Ke Fu-long, et al. Experiment on seismic behavior of assembled shear wall joints connected by ultra high performance concrete[J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(10): 2367-2375.
14	陈俊,王韶纤,胥卉,等.负弯矩作用下可拆卸预制装配式组合梁力学性能试验[J].吉林大学学报:工学版, 2022, 52(3): 604-614.
	Chen Jun, Wang Shao-xian, Xu Hui, et al. Experiment on mechanical properties of detachable prefabricated composite beams subjected to negative bending moment[J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(3): 604-614.
15	范亮,徐英铭,谭阳. 集束群钉式装配组合梁界面滑移计算理论研究[J/OL]. [2022-02-07].
16	. 建筑抗震试验规程 [S].
17	. 混凝土物理力学性能试验方法标准 [S].
18	. 金属材料拉伸试验第1部分:室温试验方法 [S].
19	Lu X Z, Xie L L, Guan H, et al. A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees[J]. Finite Elements in Analysis & Design, 2015, 98: 14-25.
20	曹徐阳,冯德成,王谆,等.基于OpenSEES的装配式混凝土框架节点数值模拟方法研究[J].土木工程学报, 2019, 52(4): 13-27.
	Cao Xu-yang, Feng De-cheng, Wang Zhun, et al. Investigation on modelling approaches for prefabricated concrete beam-to-column connections using openSEES[J].China Civil Engineering Journal, 2019, 52(4): 13-27.

Related Articles 15

[1]	Wei-hong CHEN,Yan CHEN,Qiu-rong HONG,Shuang-shuang CUI,Xue-yuan YAN. Seismic performance of earthquake⁃damaged precast concrete frame structures strengthened with BRBs [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(8): 1817-1825.
[2]	Zhao-yi HE,Jin-feng LI,Wen ZHOU,Zhi-tao GUAN. Dynamic modulus of porous asphalt concrete and its prediction model [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(6): 1375-1385.
[3]	Yong-zhi GONG,Jin-hua KUANG,Fu-long KE,Quan ZHOU,Xiao-yong LUO. Experiment on seismic behavior of assembled shear wall joints connected by ultra high performance concrete [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(10): 2367-2375.
[4]	Shuan-cheng GU,Hong-bin NIE. Analysis of damage model of mortars strengthened with CFRP under ultimate freeze⁃thaw and load [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(6): 2108-2120.
[5]	Jing ZHOU,Ya-jun LI,Wei-feng ZHAO,Zong-jian LUO,Guo-bin BU. Eccentric compression behavior of bamboo⁃plywood and steel⁃tube dual⁃confined dust⁃powder concrete columns [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(6): 2096-2107.
[6]	Guang-tai ZHANG,Lu-yang ZHANG,Guo-hua XING,Yin-long CAO,Bao YI. Seismic performance of steel⁃polypropylene hybrid fiber reinforced concrete shear wall [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(3): 946-955.
[7]	Wei-xiao XU,Yang CHENG,Wei-song YANG,Jia-chang JU,De-hu YU. Quasi-static test of RC frame-seismic wall dual structural system [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(1): 268-277.
[8]	De-shan SHAN,Xiao ZHANG,Xiao-yu GU,Qiao LI. Analytical method for elongation of stayed-cable with catenary configuration [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(1): 217-224.
[9]	Liu LIU,Wei-xing FENG. Field measurement and calculation analysis of tunnel shield tunnel construction based on NNBR model [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(1): 245-251.
[10]	Su-duo XUE,Jian LU,Xiong-yan LI,Ren-jie LIU. Influence of grid⁃jumping arrangement on static and dynamic performance of annular crossed cable⁃truss structure [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(5): 1687-1697.
[11]	Bo WANG,Yuan-zheng DONG,Li-xin DONG. Calculation of basic wind pressure based on short⁃term wind speed data [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(5): 1739-1746.
[12]	Ming LI,Hao-ran WANG,Wei-jian ZHAO. Experimental of loading-bearing capacity of one-way laminated slab with shear keys [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(2): 654-667.
[13]	Peng-hui WANG,Hong-xia QIAO,Qiong FENG,Hui CAO,Shao-yong WEN. Durability model of magnesium oxychloride-coated reinforced concrete under the two coupling factors [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(1): 191-201.
[14]	Ming LI,Hao-ran WANG,Wei-jian ZHAO. Mechanical properties of laminated slab with shear keys [J]. Journal of Jilin University(Engineering and Technology Edition), 2019, 49(5): 1509-1520.
[15]	Jun ZHANG,Cheng QIAN,Chun⁃yan GUO,Yu⁃jun QIAN. Dynamic design of building livability based on multi⁃source spatiotemporal data [J]. Journal of Jilin University(Engineering and Technology Edition), 2019, 49(4): 1169-1173.

Metrics

Viewed

Full text

Abstract

Cited

Shared

Discussed

Comments

Recommended 10

[1]	LI Shoutao, LI Yuanchun. Autonomous Mobile Robot Control Algorithm Based on Hierarchical Fuzzy Behaviors in Unknown Environments[J]. 吉林大学学报(工学版), 2005, 35(04): 391 -397 .
[2]	Liu Qing-min，Wang Long-shan，Chen Xiang-wei，Li Guo-fa. Ball nut detection by machine vision[J]. 吉林大学学报(工学版), 2006, 36(04): 534 -538 .
[3]	Li Hong-ying; Shi Wei-guang;Gan Shu-cai. Electromagnetic properties and microwave absorbing property of Z type hexaferrite Ba_3-xLa_xCo₂Fe₂₄O₄₁[J]. 吉林大学学报(工学版), 2006, 36(06): 856 -0860 .
[4]	Li Yue-ying，Liu Yong-bing，Chen Hua . Surface hardening and tribological properties of a cam materials[J]. 吉林大学学报(工学版), 2007, 37(05): 1064 -1068 .
[5]	Yang Shu-kai, Song Chuan-xue, An Xiao-juan, Cai Zhang-lin . Analyzing effects of suspension bushing elasticity on vehicle yaw response character with virtual prototype method[J]. 吉林大学学报(工学版), 2007, 37(05): 994 -0999 .
[6]	. [J]. 吉林大学学报(工学版), 2007, 37(06): 1284 -1287 .
[7]	Che Xiang-jiu，Liu Da-you，Wang Zheng-xuan . Construction of joining surface with G¹ continuity for two NURBS surfaces[J]. 吉林大学学报(工学版), 2007, 37(04): 838 -841 .
[8]	Liu Han-bing, Jiao Yu-ling, Liang Chun-yu,Qin Wei-jun . Effect of shape function on computing precision in meshless methods[J]. 吉林大学学报(工学版), 2007, 37(03): 715 -0720 .
[9]	Zhang He-sheng, Zhang Yi, Wen Hui-min, Hu Dong-cheng . Estimation approaches of average link travel time using GPS data[J]. 吉林大学学报(工学版), 2007, 37(03): 533 -0537 .
[10]	Nie Jian-jun，Du Fa-rong，Gao Feng . Finite time thermodynamics of real combined power cycle operating between internal combustion engine and Stirling engine with heat leak[J]. 吉林大学学报(工学版), 2007, 37(03): 518 -0523 .

试件编号	波纹管内钢筋直径/mm	拼接方式	混凝土强度等级	轴压比
SW1	20	现浇	C30	0.1
SW2	20	双拼	C30	0.4
SW3	20	双拼	C30	0.1
SW4	14	四拼	C30	0.1

序号	直径/mm	屈服强度 /MPa	极限强度 /MPa	伸长率 /%
1	20	436	636	24.5
2	14	432	628	26.5
3	8	435	630	27.5

试件	开裂点		屈服点		极限点		破坏点		μ	θ_f
试件	P_c/kN	?_c/mm	P_y/kN	?_y/mm	P_u/kN	?_u/mm	P_f/kN	?_f/mm	μ	θ_f
SW1	254.51	6.23	329.96	8.19	530.65	15.76	510.68	16.88	2.05	1/101
SW2	321.71	6.40	549.70	15.58	659.49	18.70	659.49	18.70	1.20	1/90
SW3	283.51	6.07	355.96	8.49	560.30	13.79	490.78	16.84	1.98	1/101
SW4	154.35	4.65	328.91	11.17	427.20	16.03	362.37	17.98	1.61	1/95

试件	K₀/ （kN·mm^-1）	屈服点		破坏点
试件	K₀/ （kN·mm^-1）	K_y	退化率/%	K_f	退化率/%
SW1	61.8	39.1	36.7	28.8	51.2
SW3	61.2	42.5	32.8	32.3	47.2

试件	总耗能E/ （kN·mm）	h_e/%
试件	总耗能E/ （kN·mm）	开裂	极限	破坏
SW1	42799	11.59	28.49	30.53
SW2	60620	10.32	17.27	17.27
SW3	40433	9.45	25.68	28.36
SW4	25985	9.32	16.65	19.31

Seismic performance of connection joints between prefabricated prefinished volumetric construction

RICH HTML

PDF (PC)