|
玄武岩增强钢筋混凝土异形柱抗震性能研究综述
|
Abstract:
随着纤维混凝土的不断发展,对于纤维混凝土的研究出现了各种分支。学者们的大量研究表明,在混凝土或砂浆中添加纤维可以提高混凝土的力学性能,而纤维材料的特性不同,对混凝土的影响也存在差异。目前,纤维混凝土主要用于房屋建筑、消防等领域,随着住宅建筑的迅速发展和房地产业的日趋成熟,异形柱住宅结构体系因其室内不露梁、柱等优点被广泛应用。但由于震害资料不足,许多问题尚有待探讨,故其抗震性能仍受到质疑;因此,提高砼构造薄弱环节和耐震加固工程势在必行,选择正确的抗震加固方式,增强混凝土结构整体性能的安全性与牢固性,进而实现纤维混凝土结构抗震性能的建设目标。文章对国内外玄武岩纤维混凝土抗震性能的研究现状进行了分析及归纳,为学者们研究玄武岩纤维混凝土提供了参考依据。
With the continuous development of fiber concrete, various branches have appeared in the research of fiber concrete. A large number of studies by scholars have shown that adding fiber to concrete or mortar can improve the mechanical properties of concrete, and the characteristics of fiber materials are different, and the impact on concrete is also different. At present, fiber concrete is mainly used in housing construction, fire protection and other fields, with the rapid development of residential buildings and the increasing maturity of real estate industry, special-shaped column residential structure system is widely used because of its advantages of indoor open beams and columns. However, due to the lack of earthquake data, many problems remain to be discussed, so its seismic performance is still questioned; therefore, it is imperative to improve the weak links of concrete structure and the earthquake resistance reinforcement engineering. To choose the correct seismic reinforcement method, enhance the safety and firmness of the overall performance of concrete structure, and then achieve the construction goal of the seismic performance of fiber concrete structure. This paper analyzes and summarizes the seismic performance status of basalt fiber concrete at home and abroad, and provides a reference basis for scholars to study basalt fiber concrete.
[1] | 傅友东. 组合减震技术在钢筋混凝土框架结构加固工程中的应用与研究[J]. 水利与建筑工程学报, 2020, 18(3): 202-208. |
[2] | 赵炳震, 陈志华, 郑培壮, 等. ALC板防护下的方钢管混凝土组合异形柱耐火试验[J]. 天津大学学报, 2017, 50(9): 931-938. |
[3] | 郑士举, 郑乔文. 砌体与钢筋混凝土框架混合结构抗震加固试验研究[J]. 四川建筑科学研究, 2020, 46(4): 25-33. |
[4] | 何军, 苏恒强, 何锦超, 等. 震区既有建筑的抗震评估、鉴定和加固措施研究综述[J]. 建筑结构, 2013, 43(S1): 1358-1361. |
[5] | 田飞, 李慧民, 万婷婷, 王静. 钢筋混凝土框架结构抗震加固方法应用研究[J]. 工程抗震与加固改造, 2015, 37(2): 125-130. |
[6] | Khampanit, A., Leelataviwat, S., Kochanin, J. and Warnitchai, P. (2014) Energy-Based Seismic Strengthening Design of Nonductile Reinforced Concrete Frames Using Bucklingrestrained Braces. Engineering Structures, 81, 110-122. https://doi.org/10.1016/j.engstruct.2014.09.033 |
[7] | 谢全懿. 框架结构挂板式围护结构抗震性能试验研究[D]: [硕士学位论文]. 北京: 北京工业大学, 2016. |
[8] | 张少锋. 超高性能混凝土(UHPC)在桥梁加固中的应用研究[J]. 低碳世界, 2018(6): 259-260. |
[9] | 周建庭, 周璐, 杨俊, 等. UHPC与普通混凝土界面黏结性能研究综述[J]. 江苏大学学报(自然科学版), 2020, 41(4): 373-381. |
[10] | 吕西林, 张颖, 年学成. 钢纤维高强混凝土在单调和重复荷载作用下轴压应力-应变曲线试验研究[J]. 建筑结构学报, 2017, 38(1): 135-143. |
[11] | Yang, Z.J., Li, X., Li, G.C. and Peng, S.C. (2021) Finite Element Analysis on Behavior of Reinforced Hollow High Strength Concrete Filled Square Steel Tube Short Columns under Axial Compression. Journal of Physics: Conference Series, 2101, Article ID: 012059. https://doi.org/10.1088/1742-6596/2101/1/012059 |
[12] | Khunthongkeaw, J., Tangtermsirikul, S. and Leelawat, T. (2006) A Study on Carbonation Depth Prediction for Fly Ash Concrete. Construction and Building Materials, 20, 744-753. https://doi.org/10.1016/j.conbuildmat.2005.01.052 |
[13] | Reese, C.D. and Eidson, J.V. (2006) Handbook of OSHA Construction Safety and Health. CRC Press, Boca Raton. https://doi.org/10.1201/9781420006230 |
[14] | 陈志华, 刘洁, 余玉洁, 等. 方钢管混凝土组合异形柱结构住宅体系综合建造技术研究[J]. 建筑技术, 2018, 49(4): 376-380. |
[15] | 于敬海, 郑达辉, 胡相宜, 等. 方钢管混凝土组合异形柱防屈曲支撑框架抗震性能试验[J]. 天津大学学报, 2018, 51(z1): 135-142. |
[16] | 殷飞, 薛素铎, 曹万林, 等. 多腔钢管混凝土异形柱不同方向抗震性能试验研究[J]. 建筑结构学报, 2019, 40(11): 150-161. |
[17] | Ramamurthy, L.N. and Hafeez Khan, T.A. (1983) L-Shaped Column Design for Biaxial Eccentricity. Journal of Structure Engineering, 109, 1903-1917. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:8(1903) |
[18] | Thomas Hsu, C.T. (1985) Biaxially Loaded L-Shaped Reinforced Concrete Columns. Journal of Structure Engineering, 111, 2576-2595. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:12(2576) |
[19] | Thomas Hsu, C.T. (1989) T-Shaped Reinforced Concrete Members under Biaxial Bending and Axial Compression. Structural Journal, 86, 460-468. https://doi.org/10.14359/2967 |
[20] | Mahadevappa, P. (1992) Computer Aided Analysis of Reinforced Concrete Columns Subjected to Axial Compression and Bending—I, L-Shaped Sections. Computers & Structures, 44, 1121-1138. https://doi.org/10.1016/0045-7949(92)90333-U |
[21] | Munoz, P.R. and Hsu, C.T.T. (1997) Behavior of Biaxially Loaded Concrete-Encased Composite Columns. Journal of Structural Engineering, 123, 1163-1171. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:9(1163) |
[22] | Krawinkler, H. and Seneviratna, G.D.P.K. (1998) Pros and Cons of a Pushover Analysis of Seismic Performance Evaluation. Engineering Structures, 20, 452-464. https://doi.org/10.1016/S0141-0296(97)00092-8 |
[23] | El-Tawil, S. and Deierlein, G.G. (1999) Strength and Ductility of Concrete Encased Composite Columns. Journal of Structural Engineering, 125, 1009-1019. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:9(1009) |
[24] | Matsui, W.W., Elgaaly, M. and Hamid, A.A. (2003) Three-Strut Model for Concrete Masonry-Infilled Steel Frames. Journal of Structural Engineering, 129, 177-185. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:2(177) |
[25] | Mullapudi, T.R.S. and Ayoub, A. (2013) Analysis of Reinforced Concrete Columns Subjected to Combined Axial, Flexure, Shear and Torsional Loads. Journal of Structural Engineering, 139, 561-573. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000680 |
[26] | Dundar, C., Tkgoz, S., Tanrikulu, A.K. and Baran, T. (2008) Behaviour of Reinforced and Concrete-Encased Composite Columns Subjected to Biaxial Bending and Axial Load. Building and Environment, 43, 1109-1120. https://doi.org/10.1016/j.buildenv.2007.02.010 |
[27] | Tokgoz, S. and Dundar, C. (2012) Tests of Eccentrically Loaded L-Shaped Section Steel Fibre High Strength Reinforced Concrete and Composite Columns. Engineering Structures, 38, 134-141. https://doi.org/10.1016/j.engstruct.2012.01.009 |
[28] | Zhang, X.M., Qin, Y. and Chen, Z.H. (2016) Experimental Seismic Behavior of Innovative Composite Shear Walls. Journal of Constructional Steel Research, 116, 218-232. https://doi.org/10.1016/j.jcsr.2015.09.015 |
[29] | 李宏亮. 高性能混凝土配合比设计及施工技术[D]: [硕士学位论文]. 长春: 吉林大学, 2008. |
[30] | 中华人民共和国住房和城乡建设部. GB/T25033-2010再生沥青混凝土[S]. 北京: 中国国家标准化管理委员会, 2010. |
[31] | Mugahed Amran, Y.H., Alyousef, R., Rashid, R.S.M., et al. (2018) Properties and Applications of FRP in Strengthening RC Structures: A Review. Structures, 16, 208-238. https://doi.org/10.1016/j.istruc.2018.09.008 |
[32] | Vallittu, P.K. (2015) High-Aspect Ratio Fillers: Fiber-Reinforced Composites and Their Anisotropic Properties. Dental Materials, 31, 1-7. https://doi.org/10.1016/j.dental.2014.07.009 |
[33] | 赵基达, 徐有邻, 黄小坤, 等. 混凝土结构设计规范(GB 50010-2010) [J]. 建设科技, 2015(10): 28-30. |
[34] | 孙南昌. 矩形截面空心墩塑性较区抗震性能试验研究[D]: [硕士学位论文]. 成都: 西南交通大学, 2018. |
[35] | 陈晓彬, 潘文, 兰香, 等. 高烈度区澄江化石地博物馆减隔震结构设计与分析[J]. 建筑结构, 2017, 47(8): 41-46. |
[36] | 丁浩民, 涂雨, 吴宏磊, 等. 减隔震组合技术在高烈度抗震设防区的应用研究[J]. 建筑结构学报, 2019, 40(2): 77-87. |
[37] | 李皓, 张龙飞, 陶忠, 等. 单跨框架教学楼橡胶隔震与BRB减震联合加固技术研究[J]. 世界地震工程, 2019, 35(2): 31-40. |
[38] | 中国地震局. https://www.cea.gov.cn/ |
[39] | 沈凯凯. 玄武岩纤维布加固混凝土柱抗震性能正交试验研究[D]: [硕士学位论文]. 合肥: 合肥工业大学, 2015. |
[40] | 吴刚, 顾冬生, 蒋剑彪, 等. 玄武岩纤维与碳纤维加固混凝土圆形柱抗震性能比较研究[J]. 工业建筑, 2007, 37(6): 19-23. |
[41] | 苏小龙. 玄武岩纤维布加固混凝土柱轴压性能正交试验研究[D]: [硕士学位论文]. 合肥: 合肥工业大学, 2015. |
[42] | 郑华磊. 基于长细比变化的玄武岩纤维布加固钢筋混凝土圆柱抗震性能研究[D]: [硕士学位论文]. 长春: 吉林建筑大学, 2017. |