Citation: | GE Ji-ping, YAN Xing-fei, WANG Zhi-qiang. Seismic performance of prefabricated assembled pier with grouted sleeve and prestressed reinforcements[J]. Journal of Traffic and Transportation Engineering, 2018, 18(2): 42-52. doi: 10.19818/j.cnki.1671-1637.2018.02.005 |
[1] |
林上顺, 黄卿维, 陈宝春, 等. 跨海大桥U-RC组合桥墩设计[J]. 交通运输工程学报, 2017, 17 (4): 55-65. doi: 10.3969/j.issn.1671-1637.2017.04.006
LIN Shang-shun, HUANG Qing-wei, CHEN Bao-chun, et al. Design of U-RC composite pier of sea-crossing bridge[J]. Journal of Traffic and Transportation Engineering, 2017, 17 (4): 55-65. (in Chinese). doi: 10.3969/j.issn.1671-1637.2017.04.006
|
[2] |
黄国斌, 查义强. 上海公路桥梁桥墩预制拼装建造技术[J]. 上海公路, 2014 (4): 1-5. doi: 10.3969/j.issn.1007-0109.2014.04.001
HUANG Guo-bin, ZHA Yi-qiang. The construction technique of prefabricated and assembled highway bridge piers in Shanghai[J]. Shanghai Highways, 2014 (4): 1-5. (in Chinese). doi: 10.3969/j.issn.1007-0109.2014.04.001
|
[3] |
AMELI M J, PARKS J E, BROWN D N, et al. Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column-to-cap beam joints in accelerated bridge construction[J]. PCI Journal, 2015, 60 (2): 80-103. doi: 10.15554/pcij.03012015.80.103
|
[4] |
YEE A A, ENG H D. Structural and economic benefits of precast/prestressed concrete construction[J]. PCI Journal, 2001, 46 (4): 34-42. doi: 10.15554/pcij.07012001.34.42
|
[5] |
韩超, 郑毅敏, 赵勇. 钢筋套筒灌浆连接技术研究与应用进展[J]. 施工技术, 2013, 42 (21): 113-117. doi: 10.7672/sgjs2013210113
HAN Chao, ZHENG Yi-min, ZHAO Yong. Research and application development of grout sleeve splicing for reinforcement[J]. Construction Technology, 2013, 42 (21): 113-117. (in Chinese). doi: 10.7672/sgjs2013210113
|
[6] |
吴涛, 刘全威, 成然, 等. 钢筋套筒灌浆连接性能试验研究及筒壁应力分析[J]. 工程力学, 2017, 34 (10): 68-75. doi: 10.6052/j.issn.1000-4750.2016.05.0357
WU Tao, LIU Quan-wei, CHENG Ran, et al. Experimental study and stress analysis of mechanical performance of grouted sleeve splice[J]. Engineering Mechanics, 2017, 34 (10): 68-75. (in Chinese). doi: 10.6052/j.issn.1000-4750.2016.05.0357
|
[7] |
黄远, 朱正庚, 黄登, 等. 钢筋半套筒灌浆连接的静力拉抻试验研究[J]. 华南理工大学学报: 自然科学版, 2016, 44 (2): 26-32. doi: 10.3969/j.issn.1000-565X.2016.02.005
HUANG Yuan, ZHU Zheng-geng, HUANG Deng, et al. Investigation into half grout sleeve splicing for rebars via static tensile test[J]. Journal of South China University of Technology: Natural Science Edition, 2016, 44 (2): 26-32. (in Chinese). doi: 10.3969/j.issn.1000-565X.2016.02.005
|
[8] |
LING J H, RAHMAN A B A, IBRAHIM I S, et al. Behaviour of grouted pipe splice under incremental tensile load[J]. Construction and Building Materials, 2012, 33: 90-98. doi: 10.1016/j.conbuildmat.2012.02.001
|
[9] |
KIM Y. A study of pipe splice sleeves for use in precast beam-column connections[D]. Austin: University of Texas at Austin, 2000.
|
[10] |
陈项南. 新型灌浆变形钢套筒连接技术研究[D]. 南京: 东南大学, 2015.
CHEN Xiang-nan. Study on a new-type grouted deformed pipe splice[D]. Nanjing: Southeast University, 2015. (in Chinese).
|
[11] |
郑永峰. GDPS灌浆套筒钢筋连接技术研究[D]. 南京: 东南大学, 2016.
ZHENG Yong-feng. Research on rebar splicing system by GDPS grout-filled coupling sleeve[D]. Nanjing: Southeast University, 2016. (in Chinese).
|
[12] |
SAYADI A A, RAHMAN A B A, SAYADI A, et al. Effective of elastic and inelastic zone on behavior of glass fiber reinforced polymer splice sleeve[J]. Construction and Building Materials, 2015, 80: 38-47. doi: 10.1016/j.conbuildmat.2015.01.064
|
[13] |
HENIN E, MORCOUS G. Non-proprietary bar splice sleeve for precast concrete construction[J]. Engineering Structures, 2015, 83: 154-162. doi: 10.1016/j.engstruct.2014.10.045
|
[14] |
刘洪涛, 闫秋实, 杜修力. 钢筋混凝土框架梁柱节点灌浆套筒连接抗震性能研究[J]. 建筑结构学报, 2017, 38 (9): 54-61. https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201709007.htm
LIU Hong-tao, YAN Qiu-shi, DU Xiu-li. Study of seismic performance of reinforced concrete frame beam-column joints connected with grouted sleeves[J]. Journal of Building Structures, 2017, 38 (9): 54-61. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201709007.htm
|
[15] |
赵勇, 李锐, 王晓锋, 等. 大直径高强钢筋套筒灌浆连接预制柱抗震性能试验研究[J]. 土木工程学报, 2017, 50 (5): 27-35, 71. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201705004.htm
ZHAO Yong, LI Rui, WANG Xiao-feng, et al. Experimental research on seismic behaviors of precast concrete columns with large-diameter and high-yield strength reinforcements splicing by grout-filled coupling sleeves[J]. China Civil Engineering Journal, 2017, 50 (5): 27-35, 71. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201705004.htm
|
[16] |
魏红一, 肖纬, 王志强, 等. 采用套筒连接的预制桥墩抗震性能试验研究[J]. 同济大学学报: 自然科学版, 2016, 44 (7): 1010-1016. https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ201607005.htm
WEI Hong-yi, XIAO Wei, WANG Zhi-qiang, et al. Experimental study on seismic performance of precast bridge pier with grouted splice sleeve[J]. Journal of Tongji Universiy: Natural Science, 2016, 44 (7): 1010-1016. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ201607005.htm
|
[17] |
张臻. 高层钢筋混凝土结构中预制拼装柱的抗震性能研究[D]. 哈尔滨: 哈尔滨工业大学, 2013.
ZHANG Zhen. Seismic performance research of precast concrete columns in high-rise buildings[D]. Harbin: Harbin Institute of Technology, 2013. (in Chinese).
|
[18] |
章一萍, 冯波, 熊峰, 等. 套筒灌浆连接纵筋的预制钢筋混凝土短柱抗震性能试验研究[J]. 建筑结构, 2015, 45 (15): 81-86. https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201515017.htm
ZHANG Yi-ping, FENG Bo, XIONG Feng, et al. Experimental study on seismic behavior of precast reinforced concrete short columns with grouted sleeves connecting longitudinal reinforcements[J]. Building Structure, 2015, 45 (15): 81-86. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201515017.htm
|
[19] |
PANTELIDES C P, AMELI M J, REAVELEY L D. Evaluation of grouted splice sleeve connections for precast reinforced concrete bridge piers[R]. Fargo: Mountain-Plains Consortium, 2017.
|
[20] |
HABER Z B, SAIIDI M S, SANDERS D H. Seismic performance of precast columns with mechanically spliced column-footing connections[J]. ACI Structural Journal, 2014, 111 (3): 639-650.
|
[21] |
TAZARV M, SAIIDI M S. Seismic design of bridge columns incorporating mechanical bar splices in plastic hinge regions[J]. Engineering Structures, 2016, 124: 507-520.
|
[22] |
王志强, 卫张震, 魏红一, 等. 预制拼装联接件形式对桥墩抗震性能的影响[J]. 中国公路学报, 2017, 30 (5): 74-80. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201705010.htm
WANG Zhi-qiang, WEI Zhang-zhen, WEI Hong-yi, et al. Influences of precast segmental connector forms on seismic performance of bridge pier[J]. China Journal of Highway and Transport, 2017, 30 (5): 74-80. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201705010.htm
|
[23] |
李锐, 郑毅敏, 赵勇. 配置500MPa钢筋套筒灌浆连接预制混凝土柱抗震性能试验研究[J]. 建筑结构学报, 2016, 37 (5): 255-263. https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201605030.htm
LI Rui, ZHENG Yi-min, ZHAO Yong. Experimental research on seismic performance of precast concrete columns with 500MPa reinforcements splicing by grout-filled coupling sleeves[J]. Journal of Building Structures, 2016, 37 (5): 255-263. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201605030.htm
|
[24] |
BU Zhan-yu, OU Yu-chen, SONG Jian-wei, et al. Cyclic loading test of unbounded and bonded posttensioned precast segmental bridge columns with circular section[J]. Journal of Bridge Engineering, 2016, 21 (2): 1-17.
|
[25] |
葛继平, 闫兴非, 王志强. 2段式预制拼装预应力混凝土桥墩的抗震性能[J]. 铁道科学与工程学报, 2017, 14 (11): 2390-2398. https://www.cnki.com.cn/Article/CJFDTOTAL-CSTD201711017.htm
GE Ji-ping, YAN Xing-fei, WANG Zhi-qiang. Seismic performance analysis of two-segment bridge columns with prestressing bars[J]. Journal of Railway Science and Engineering, 2017, 14 (11): 2390-2398. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-CSTD201711017.htm
|
[26] |
HOSE Y, SILVA P, SEIBLE F. Development of a performance evaluation database for concrete bridge components and systems under simulated seismic loads[J]. Earthquake Spectra, 2000, 16 (2): 413-442.
|