参考文献/References:
[1]中华人民共和国住房和城乡建设部.装配式混凝土结构技术规程:JGJ1—2014[S]. 北京: 中国建筑工业出版社,2014.
Ministry of Housing and Urban-Rural Development of the People's Republic of China. Technical specification for precast concrete structures:JGJ1—2014[S]. Beijing: China Architecture & Building Press, 2014.
[2]王伟. 浅谈预制装配式混凝土结构连接节点的研究与应用现状[J]. 科学技术创新,2019(36):111-113.
WANG Wei.Dissussion on the research and application status of prefabricated concrete structure connection joints[J].Scientific and Information,Inovation Technologial,111-113.
[3]周奎,陈燕青. 钢筋套筒灌浆连接施工缺陷及检测方法研究进展[J]. 建设科技,2020(6):69-72.
ZHOU Kui, CHEN Yanqing. Research on construction defects and detection methods of steel sleeve grouting connection[J]. Construction Science and Technology, 2020(6): 69-72.
[4]YEE A A. Splice sleeve for reinforcing bars[P]. US Pat. 3540, 763; 1968.
[5]YEE A A, ENG H D. Structural and economic benefits of precast/prestressed concrete construction[J]. PCI journal, 2001, 46(4): 34-43.
[6]EINEA A, YAMANE T, TADROS M K. Grout-filled pipe splices for precast concrete construction[J]. PCI journal, 1995, 40(1): 82-93.
[7]KIM Y. A study of pipe splice sleeves for use in precast beamn-column connections[D]. Austin: University of Texas, 2000.
[8]ZHENG Y, GUO Z, ZHANG X. Effect of grout properties on bond behavior of grouted pipe splice[J]. KSCE Journal of Civil Engineering, 2017(1): 1-10.
[9]王爱军. 钢筋灌浆直螺纹连接技术及应用[J]. 建筑机械化,2010,31(S1):21-25.
WANG Aijun. Rebars splicing technology and application of grout & parallel thread[J]. Construction Mechanization, 2010, 31(S1): 21-25.
[10]刘文清,姜洪斌,耿永常,等.插入式预留孔灌浆钢筋搭接连接构件.200820090150.6[P],2009-04-08.
LIU Wenqing,JIANG Hongbin,GENG Yongchang,et al.Members with plag-in reserved hole grouting rebar lap connection.Chinese patent:200820090150.6[P],2009-04-08.
[11]邰晓峰.预制混凝土剪力墙抗震性能试验及约束浆锚搭接极限研究[D].哈尔滨:哈尔滨工业大学,2012.
TAI Xiaofeng. Research on seismic performance of precast RC shear wall and limited length of overlap-joint restraint grouting-anchoring[D]. Harbin: Harbin Institute of Technology, 2012.
[12]钱稼茹,彭媛媛,秦珩,等.竖向钢筋留洞浆锚间接搭接的预制剪力墙抗震性能试验[J].建筑结构,2011,41(2):7-11.
QIAN Jiaru, PENG Yuanyuan, QIN Heng, et al. Tests on seismic behavior of pre-cast shear walls with vertical reinforcements grouted in holes and spliced indirectly[J]. Building Structure, 2011, 41(2): 7-11.
[13]刘家彬,陈云钢,郭正兴,等.螺旋箍筋约束波纹管浆锚装配式剪力墙的抗震性能[J].华南理工大学学报(自然科学版),2014,42(11):92-98.
LIU Jiabin, CHEN Yuangang, GUO Zhengxing, et al. Seismic behavior of precast shear wall with rectangular spiral stirrups-constraint grouted corrugated pipe connection[J]. Journal of South China University of Technology(Natural Science Edition), 2014, 42(11): 92-98.
[14]马军卫,尹万云,刘守城,等.钢筋约束浆锚搭接连接的试验研究[J]. 建筑结构,2015,45(2):32-35.
MA Junwei, YI Wangyun, LIU Shoucheng, et al. Experimental study on constraint grout-filled lap connection of steel bar[J]. Building Structure, 2015, 45(2): 32-35.
[15]吴东岳. 浆锚连接装配式剪力墙结构抗震性能评价[D]. 南京: 东南大学,2016.
WU Dongyue. Seismic analysis of steel grouted connecting precast shear wall structure[D]. Nanjing: Southeast University, 2016.
[16]吴东岳,梁书亭,郭正兴,等. 浆锚连接装配式剪力墙空间结构模型试验研究[J]. 建筑结构学报,2020,41(7):110-116.
WU Dongyue, LIANG Shuting, GUO Zhengxing, et al. Experimental study on spatial structural model with grouted connected precast shear-wall[J]. Journal of Building Structures, 2020, 41(7): 110-116.
[17]欧卫星,刘康,马高. 装配式框架连接节点研究综述[J]. 建筑科技,2020(ZI):59-62.
OU Weixing, LIU Kang, MA Gao. Review on beam-to-column connection of prefabricated frame[J]. Construction Science and Technology, 2020(ZI): 59-62.
[18]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.
[19]HOSSEINL S j A, RAHMAN A B A. Analysis of spiral reinforcement in grouted pipe splice connector[J]. Gradevinar, 2013, 65(6):537-546.
[20]HENIN E, MORCOUS G. Non-proprietary bar splice sleeve for precast concrete construction[J]. Engineering Structures, 2015, 83:154-162.
[21]中华人民共和国住房和城乡建设部.钢筋连接用灌浆套筒:JG/T398—2012[S]. 北京:中国标准出版社,2012.
Ministry of Housing and Urban-Rural Development of the People's Republic of China. The grouting coupler for rebars splicing:JG/T398—2012[S]. Beijing: Standards Press of China, 2012.
[22]王凤,刘焕玉,华丽英. 钢筋套筒灌浆连接技术的研究和应用[J]. 福建建筑,2018,235(1):50-53.
WANG Feng, LIU Huangyu, HUA Liying. Research and application of grout sleeve splicing for reinforcement[J]. Fujian Architecture & Construction, 2018, 235(1): 50-53.
[23]詹婧洁. 装配式混凝土结构的关键连接及相关检测技术[J]. 广东土木与建筑,2019,26(11):96-100.
ZHAN Jingjie. The key connection and the related inspection of prefabricated concrete structure[J]. Guangdong Architecture Civil Engineering, 2019, 26(11): 96-100.
[24]吴玉龙,顾盛,孙彬,等. 里氏硬度法评估套筒灌浆料抗压强度研究[J]. 建筑材料学报,2022,23(5):1252-1258.
WU Yulong, GU Sheng, SUN Bin, et al. Evaluation of compressive strength of sleeve grouting materials by using leeb hardness method[J]. Journal of Building Materials, 2022, 23(5): 1252-1258.
[25]何思聪,李俊华,熊杨,等. 装配式建筑套筒灌浆料实体强度检验试验研究[J]. 建筑结构,2020,50(9):7-10,78.
HE Sicong, LI Junhua, XIONG Yang, et al. Experimental study on physical strength test of fabricated building sleeve grouting materials[J]. Building Structure, 2020, 50(9): 7-10,78.
[26]中华人民共和国住房和城乡建设部. 钢筋连接用套筒灌浆料:JG/T 408—2019[S]. 北京:中国标准出版社,2019.
Ministry of Housing and Urban-Rural Development of the People's Republic of China. Cementitious grout for sleeve of rebar splicing:JG/T 408—2019[S]. Beijing: Standards Press of China, 2019.
[27]顾盛. 装配式混凝土结构连接节点质量检测的困惑与破解之道[J]. 质量检测,2018,36(11):1-6.
GU Sheng. Confusion and solution for quality detection of fabricated concrete structure joints[J]. Quality Test, 2018, 36(11): 1-6.
[28]颜文. 装配式混凝土结构施工现场连接质量控制技术研究[D]. 南京:东南大学,2018.
YAN Wen. Research on connection quality control technology of prefabricated concrete structure in site[D]. Nanjing: Southeast University, 2018.
[29]郑清林,王霓,陶里,等. 灌浆缺陷对钢筋套筒灌浆连接试件性能影响的试验研究[J]. 建筑科学,2017,33(5):61-68.
ZHENG Qinglin, WANG Ni, TAO Li, et al. Experimental study on effects of grout defects on the connection behaviors of grout sleeve splicing for reinforcing bars[J]. Building Science, 2017, 33(5): 61-68.
[30]吴小宝,林峰,王涛. 龄期和钢筋种类对钢筋套筒灌浆连接受力性能影响的试验研究[J]. 建筑结构,2013,43(14):77-82.
WU Xiaobao, LIN Feng, WANG Tao. Experimental research on effects of grout age and types of steel bars on mechanical behavior of grout sleeve splicing for reinforcing bars[J]. Building Structure, 2013, 43(14): 77-82.
[31]薛春领. 浅淡装配式混凝土结构中套筒缺陷的形成和质量检测[J]. 江苏建筑,2019(S2):16-19.
XUE Chunling. Brief discussion on formation and quality detection of sleeve connection quality defects in assembled concrete structures[J]. Jiangsu Construction, 2019(S2): 16-19.
[32]中华人民共和国住房和城乡建设部.钻芯法检测混凝土强度技术规程:JGJT384—2016[S]. 北京:中国建筑工业出版社,2016.
Ministry of Housing and Urban-Rural Development of the People's Republic of China. Technical specification for testing concrete strength with drilled core method:JGJT384—2016[S]. Beijing: China Architecture & Building Press, 2016.
[33]BECKER J M, LLORENTE C, MUELLER P. Seismic response of precast concrete walls[J]. Earthquake Engineering & Structural Dynamics, 2010, 8(6): 545-564.
[34]HOFBECK J A, IBRAHIM I O, MATTOCK A H. Shear transfer in reinforced concrete[J]. ACI Journal, 1969, 66(2): 119-128.
[35]赵作周,周剑,侯建群,等. 装配式混凝土剪力墙结构水平缝抗剪机理及承载力计算方法综述[J]. 建筑结构,2015,45(12):39-47.
ZHAO Zuozhou, ZHOU Jian, HOU Jianqun, et al. Review of studies on shear resisting mechanisms and calculating formulas of shear resisting capacity of horizontal joints in fabricated reinforced concrete shear wall structures[J]. Building Structure, 2015, 45(12): 39-47.
[36]MATTOCK A H. Shear transfer in concrete having reinforcement at an angle to the shear plane[G]// ACI SP-42: Shear in Reinforced Concrete. Detroit: American Concrete Institute, 1974: 17-42.
[37]LAIBLE J P, WHITE R N, GERGLY P. Experimental investigation of seismic shear transfer across cracks in concrete nuclear containment vessels[G]// ACI SP-53: Reinforced Concrete Structures in Seismic Zones. Detroit: American Concrete Institute, 1977: 203-226.
[38]WALRAVEN J C. Fundamental analysis of aggregate interlock[J]. Journal of the Structural Division, 1981, 107(11): 2245-2270.
[39]秦文钺,郭平. 弯矩对剪力传递强度的影响[J]. 重庆建筑工程学院学报, 1985, 8(3): 27-37.
QIN Wenyue, GUO Ping. Effect of moment on shear transfer strength[J]. Journal of Chongqing Architecture University, 1985, 8(3): 27-37.
[40]万墨林,曾兵. 大板结构接缝的强度和刚度[J]. 建筑结构学报,1986,7(4):54-69.
WAN Molin, ZENG Bing. Strength and rigidity of joints in large panel buildings[J]. Journal of Building Structures, 1986, 7(4): 54-69.
[41]柳炳康,宋国华. 装配式大板结构竖缝抗剪机理研究[J]. 郑州大学学报(工学版),2002,23(2):74-78.
LIU Bingkang, SONG Guohua. Study on shear resistance mechanisms for vertical connections of precast reinforced concrete structure[J]. Journal of Zhengzhou University(Engineering Science), 2002, 23(2): 74-78.
[42]ABDUL-WAHAB H M S, SARSAM S Y H. Prediction of ultimate shear strength of vertical joints in large panel structures[J]. ACI Structural Journal, 1991, 88(2): 204-213.
[43]日本建築学会:壁式プレキャスト鉄筋コンクリート造設計基準·同解説[S.n.].[S.l.],1982.
[44]Building code requirements for structural concrete and commentary ACI 318-11[S]. Farmington Hills: American Concrete Institute, 2011.
[45]2004 Eurocode 2: design of concrete structures-part 1-1: BS EN 1992-1-1[S]. Brussels: European Committee for Standardization, 2004.
[46]3-04 Design of concrete structures: CSA A23[S]. Mississauga: Canadian Standards Association, 2004.
[47]2006 Concrete structures standard part1:the design of concrete structures: NZS3101[S].Wellington: Standards New Zealand, 2006.