•  
  •  
 

Abstract

This paper summarized the research status of frame beam anchored structures in slope supporting and reinforcement engineering in China and abroad. It analyzed the results of structural design, model test, and field construction. Through induction and analysis, it is found that the current design of frame beam anchored structure has certain limitations, and it is necessary to form a universal design theory and method. The model test of frame beam anchored structure in slope supporting is limited by the test equipment and conditions and fails to be carried out on a large scale. The key points and standards of the construction quality control of frame beam anchored structures are not clear enough, and there is a lack of perfect frame beam construction technology. It is necessary to carry out systematic research on construction safety risks from the perspectives of human, material, environment, and management. The combined application of frame beam anchored structure and prefabricated structure is worthy of further study.

Publication Date

7-14-2023

DOI

10.14048/j.issn.1671-2579.2023.03.002

First Page

17

Last Page

23

Submission Date

March 2025

Reference

[1] 李媛, 孟晖, 董颖, 等. 中国地质灾害类型及其特征: 基于全国县市地质灾害调查成果分析[J]. 中国地质灾害与防治学报, 2004, 15(2): 29-34. LI Yuan, MENG Hu, DONG Ying, et al. Main types and characterisitics of geo-hazard in China—based on the results of geo-hazard survey in 290 counties[J]. The Chinese Journal of Geological Hazard and Control, 2004, 15(2): 29-34. [2] 张军辉, 邓宗煌, 刘杰, 等. 南方湿热地区既有路基快速检测方法研究[J]. 中外公路, 2019, 39(6): 6-10. ZHANG Junhui, DENG Zonghuang, LIU Jie, et al. Research on rapid detection method of existing roadbed in hot and humid region of South China[J]. Journal of China & Foreign Highway, 2019, 39(6): 6-10. [3] ZHANG J H, LI F, ZENG L, et al. Numerical simulation of the moisture migration of unsaturated clay embankments in Southern China considering stress state[J]. Bulletin of Engineering Geology and the Environment, 2021, 80(1): 11-24. [4] 罗丽娟, 赵法锁. 滑坡防治工程措施研究现状与应用综述[J]. 自然灾害学报, 2009, 18(4): 158-164. LUO Lijuan, ZHAO Fasuo. Status of research and application of engineering measures for preventing and controlling landslide[J]. Journal of Natural Disasters, 2009, 18(4): 158-164. [5] 付晓, 张建经, 周立荣. 多级框架锚索和抗滑桩联合作用下边坡抗震性能的振动台试验研究[J]. 岩土力学, 2017, 38(2): 462-470. FU Xiao, ZHANG Jianjing, ZHOU Lirong. Shaking table test of seismic response of slope reinforced by combination of anti-slide piles and multi-frame foundation beam with anchor cable[J]. Rock and Soil Mechanics, 2017, 38(2): 462-470. [6] 付晓, 张建经, 廖蔚茗, 等. 组合支护结构加固高边坡的地震动响应特性研究[J]. 岩石力学与工程学报, 2017, 36(4): 831-842. FU Xiao, ZHANG Jianjing, LIAO Weiming, et al. Shaking table test on seismic response of slopes reinforced by pile-cable retaining structure[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(4): 831-842. [7] 董建华, 代涛, 董旭光, 等. 框架锚杆锚固寒区边坡的多场耦合分析[J]. 中国公路学报, 2018, 31(2): 133-143. DONG Jianhua, DAI Tao, DONG Xuguang, et al. Analysis on coupling model of permafrost slope reinforced by frame structure with anchors[J]. China Journal of Highway and Transport, 2018, 31(2): 133-143. [8] 叶帅华, 时轶磊, 龚晓南, 等. 框架预应力锚杆加固多级高边坡地震响应数值分析[J]. 岩土工程学报, 2018, 40(S1): 153-158. YE Shuaihua, SHI Yilei, GONG Xiaonan, et al. Numerical analysisof earthquake response of multistage high slopes reinforced by frame structure with pre-stressed anchors[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 153-158. [9] 孙国栋, 董旭光, 田文通, 等. 框架锚杆支护多年冻土边坡的稳定性计算方法[J]. 防灾减灾工程学报, 2019, 39(1): 124-131. SUN Guodong, DONG Xuguang, TIAN Wentong, et al. Stability calculation method of permafrost slopes supported by frame structures with anchors[J]. Journal of Disaster Prevention and Mitigation Engineering, 2019, 39(1): 124-131. [10] LUTZ L R A , GERGELY P .Mechanics of bond and slip of deformed bars in concrete[J].Aci Journal, 1967, 64(11):711-721. [11] 黄明华, 李嘉成, 赵明华, 等. 层状地基中锚杆拉拔荷载传递非线性分析[J]. 中国公路学报, 2019, 32(1): 12-20+56. HUANG Minghua, LI Jiacheng, ZHAO Minghua, et al. Nonlinear analysis on load transfer mechanism of bolts in layered ground[J]. China Journal of Highway and Transport, 2019, 32(1): 12-20+56. [12] SHI K Y, WU X P, LIU Z, et al. Coupled calculation model for anchoring force loss in a slope reinforced by a frame beam and anchor cables[J]. Engineering Geology, 2019, 260: 105245. [13] 陈拓, 陈国庆, 黄润秋, 等. 考虑高边坡强卸荷的锚索锚固力耦合变化模型[J]. 岩土力学, 2018, 39(11): 4125-4132. CHEN Tuo, CHEN Guoqing, HUANG Runqiu, et al. A model of anchorage force loss of anchor cable during high slope strong unloading[J]. Rock and Soil Mechanics, 2018, 39(11): 4125-4132. [14] 韩爱民, 李建国, 肖军华, 等. 预应力锚杆框架梁的支护力学行为研究[J]. 岩土力学, 2010, 31(9): 2894-2900. HAN Aimin, LI Jianguo, XIAO Junhua, et al. Mechanical behaviors of frame beam supporting structure with prestressed anchors[J]. Rock and Soil Mechanics, 2010, 31(9): 2894-2900. [15] 林杭, 曹平. 锚杆长度对边坡稳定性影响的数值分析[J]. 岩土工程学报, 2009, 31(3): 470-474. LIN Hang, CAO Ping. Numerical analysis for effect of bolt length on stability of slopes[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 470-474. [16] 林杭, 钟文文, 熊威, 等. 锚杆长度与边坡坡率对最优锚固角的影响[J]. 岩土工程学报, 2014, 36(S2): 7-11. LIN Hang, ZHONG Wenwen, XIONG Wei, et al. Effect of bolt length and slope rate on optimum anchorage angle[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(S2): 7-11. [17] 何忠明, 林杭. 节理岩体边坡稳定性的锚杆支护影响分析[J]. 公路交通科技, 2010, 27(11): 8-12+19. HE Zhongming, LIN Hang. Influence of bolt reinforcement on stability of rock jointed slope[J]. Journal of Highway and Transportation Research and Development, 2010, 27(11): 8-12+19. [18] 唐湖北, 蒋华春, 黄伟. 锚杆支护方式对边坡稳定性的影响研究[J]. 公路工程, 2012, 37(1): 61-64. TANG Hubei, JIANG Huachun, HUANG Wei. Investigative of the influences of anchoring supporting mode for slope stability[J]. Highway Engineering, 2012, 37(1): 61-64. [19] 廖峻, 李江腾, 郝瑞卿, 等. 顺层岩质边坡稳定性及预应力锚杆加固研究[J]. 中南大学学报(自然科学版), 2014, 45(1): 231-236. LIAO Jun, LI Jiangteng, HAO Ruiqing, et al. Stability of consequent rock slopes and analysis of prestressed anchors reinforcement[J]. Journal of Central South University (Science and Technology), 2014, 45(1): 231-236. [20] YANG G H, ZHONG Z H, ZHANG Y C, et al. Optimal design of anchor cables for slope reinforcement based on stress and displacement fields[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2015, 7(4): 411-420. [21] 杨明, 胡厚田, 卢才金, 等. 路堑土质边坡加固中预应力锚索框架的内力计算[J]. 岩石力学与工程学报, 2002, 21(9): 1383-1386. YANG Ming, HU Houtian, LU Caijin, et al. Calculation of internal forces for prestressed anchor cable frame used in reinforced roadcut soil slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(9): 1383-1386. [22] 夏雄, 周德培. Winkler弹性地基上预应力锚索地梁内力的计算方法[J]. 铁道标准设计, 2005, 49(1): 46-48. XIA Xiong, ZHOU Depei. A method of internal force calculation on prestressed anchor cable beam on winkler elastic fouundation[J]. Railway Standard Design, 2005, 49(1): 46-48. [23] 马洪生, 黄志毅. 公路边坡锚索框架梁内力计算及参数影响分析[J]. 路基工程, 2015(3): 38-41. MA Hongsheng, HUANG Zhiyi. Analysis on internal force calculation and parameter impact of cable frame beam for road slope[J]. Subgrade Engineering, 2015(3): 38-41. [24] 陈国周, 王建春, 林智勇. 边坡框架梁文克尔简化计算方法及工程应用[J]. 地质力学学报, 2018, 24(6): 822-827. CHEN Guozhou, WANG Jianchun, LIN Zhiyong. Simplified calculation method of slope frame beam based on winkler assumption and its engineering application[J]. Journal of Geomechanics, 2018, 24(6): 822-827. [25] 张葆永, 凤跃森. 基于Plaxis的复理石边坡预应力锚索框架梁设计[J]. 中外公路, 2020, 40(S2): 55-60. ZHANG Baoyong, FENG Yuesen. Design of prestressed anchor cable frame beam for flysch slope based on Plaxis[J]. Journal of China & Foreign Highway, 2020, 40(S2): 55-60. [26] 田亚护, 刘建坤, 张玉芳. 预应力锚索框架内力计算的有限差分法[J]. 北京交通大学学报, 2007, 31(4): 22-25. TIAN Yahu, LIU Jiankun, ZHANG Yufang. Internal force calculation of prestressed anchor cable frame by finite difference method[J]. Journal of Beijing Jiaotong University, 2007, 31(4): 22-25. [27] 陈新民, 沈建, 魏平, 等. 下蜀土边坡地震稳定性的大型振动台试验研究(Ⅰ): 模型试验设计[J]. 防灾减灾工程学报, 2010, 30(5): 497-502. CHEN Xinmin, SHEN Jian, WEI Ping, et al. Large-scale shaking table test of seismic stability of Xiashu loess slopes(Ⅰ): design of model test[J]. Journal of Disaster Prevention and Mitigation Engineering, 2010, 30(5): 497-502. [28] 李振生, 巨能攀, 侯伟龙, 等. 陡倾层状岩质边坡动力响应大型振动台模型试验研究[J]. 工程地质学报, 2012, 20(2): 242-248. LI Zhensheng, JU Nengpan, HOU Weilong, et al. Large-scale shaking table model tests for dynamic response of steep stratified rock slopes[J]. Journal of Engineering Geology, 2012, 20(2): 242-248. [29] CLOUGH R W, PIRTZ D. Earthquake resistance of rock-fill dams[J]. Journal of the Soil Mechanics and Foundations Division, 1956, 82(2): 1-26. [30] 黄润秋, 李果, 巨能攀. 层状岩体斜坡强震动力响应的振动台试验[J]. 岩石力学与工程学报, 2013, 32(5): 865-875. HUANG Runqiu, LI Guo, JU Nengpan. Shaking table test on strong earthquake response of stratified rock slopes[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(5): 865-875. [31] 郝建斌, 李金和, 程涛, 等. 锚杆格构支护边坡振动台模型试验研究[J]. 岩石力学与工程学报, 2015, 34(2): 293-304. HAO Jianbin, LI Jinhe, CHENG Tao, et al. Experimental study of slopes supported with framed anchors on shaking table[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(2): 293-304. [32] LIN Y L, LI Y X, YANG G L, et al. Experimental and numerical study on the seismic behavior of anchoring frame beam supporting soil slope on rock mass[J]. Soil Dynamics and Earthquake Engineering, 2017, 98: 12-23. [33] 黄达, 马昊, 孟秋杰, 等. 软硬互层岩质反倾边坡弯曲倾倒离心模型试验与数值模拟研究[J]. 岩土工程学报, 2020, 42(7): 1286-1295. HUANG Da, MA Hao, MENG Qiujie, et al. Centrifugal model test and numerical simulation for anaclinal rock slopes with soft-hard interbedded structures[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(7): 1286-1295. [34] NG C W, LI X S, VAN LAAK P A, et al. Centrifuge modeling of loose fill embankment subjected to uni-axial and bi-axial earthquakes[J]. Soil Dynamics and Earthquake Engineering, 2004, 24(4): 305-318. [35] 于玉贞, 邓丽军, 李荣建. 砂土边坡地震动力响应离心模型试验[J]. 清华大学学报(自然科学版), 2007, 47(6): 789-792. YU Yuzhen, DENG Lijun, LI Rongjian. Centrifuge model test of the seismic response behavior of a sand slope[J]. Journal of Tsinghua University (Science and Technology), 2007, 47(6): 789-792. [36] 张嘎, 王爱霞, 张建民, 等. 土工织物加筋土坡变形和破坏过程的离心模型试验[J]. 清华大学学报(自然科学版), 2008, 48(12): 2057-2060. ZHANG Ga, WANG Aixia, ZHANG Jianmin, et al. Centrifuge modeling of the failure of geotextile-reinforced slopes[J]. Journal of Tsinghua University (Science and Technology), 2008, 48(12): 2057-2060. [37] 张琬, 许强, 陈建峰, 等. 加筋土边坡筋材拉力分布与分区[J]. 交通运输工程学报, 2017, 17(6): 28-35. ZHANG Wan, XU Qiang, CHEN Jianfeng, et al. Distribution and zoning of reinforcement loads for reinforced soil slopes[J]. Journal of Traffic and Transportation Engineering, 2017, 17(6): 28-35. [38] 陈凌伟, 李从安, 刘伟, 等. 高陡加筋边坡离心模型数值模拟[J]. 长江科学院院报, 2020, 37(12): 92-97. CHEN Lingwei, LI Congan, LIU Wei, et al. Numerical simulation of centrifugal model for high and steep reinforced slope[J]. Journal of Yangtze River Scientific Research Institute, 2020, 37(12): 92-97. [39] 马洪生, 庄卫林, 范刚, 等. 预应力锚索框架加固边坡的离心机模型试验研究[J]. 四川建筑科学研究, 2015, 41(5): 55-59. MA Hongsheng, ZHUANG Weilin, FAN Gang, et al. The centrifuge machine research of slope reinforced by pre-stressed anchor cable[J]. Sichuan Building Science, 2015, 41(5): 55-59. [40] 刘文斌. 锚杆框架梁护坡施工技术在公路工程中的应用[J]. 交通世界, 2018(15): 40-41. LIU Wenbin. Application of anchor frame beam slope protection construction technology in highway engineering[J]. TranspoWorld, 2018(15): 40-41. [41] 李浩. 公路工程高边坡施工技术的实践应用[J]. 福建交通科技, 2020(4): 21-24. LI Hao. Practical application of high slope construction technology in highway engineering[J]. Fujian Jiaotong Keji, 2020(4): 21-24. [42] 王力杰. 预应力锚索框架梁施工技术与特殊情况处理[J]. 公路交通科技(应用技术版), 2018, 14(12): 78-80. WANG Lijie. Construction technology and special case treatment of prestressed anchor cable frame beam[J]. Journal of Highway and Transportation Research and Developmen, 2018, 14(12): 78-80. [43] 韩峰. 锚杆框架梁在高边坡防护中的应用分析[J]. 中国标准化, 2019(10): 113-114. HAN Feng. Application analysis of anchor frame beam in high slope protection[J]. China Standardization, 2019(10): 113-114. [44] 杨杰. 高速公路路堑边坡加固预应力锚索施工技术与质量控制[J]. 岩石力学与工程学报, 2003, 22(S2): 2759-2764. YANG Jie. Construction technology and quality control of prestressed anchor cable for strengthening highway cutting slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(S2): 2759-2764. [45] 周勇, 朱彦鹏, 叶帅华. 框架预应力锚杆柔性边坡支护结构设计和施工中的若干问题探讨[J]. 岩土力学, 2011, 32(S2): 437-443. ZHOU Yong, ZHU Yanpeng, YE Shuaihua. Discussion on some problems in design and construction of frame prestressed anchor flexible slope supporting structure[J]. Rock and Soil Mechanics, 2011, 32(S2): 437-443. [46] 罗竞, 周富华, 黄梦昌. 公路路堑边坡施工安全总体风险评估方法优化研究[J]. 路基工程, 2018(6): 56-61. LUO Jing, ZHOU Fuhua, HUANG Mengchang. Optimization study on general risk assessment method for construction safety of highway cutting slope engineering[J]. Subgrade Engineering, 2018(6): 56-61. [47] 邹国庆, 潘世强. 考虑地质分类的高速公路路堑高边坡施工安全风险评估方法及应用研究[J]. 湖南交通科技, 2021, 47(2): 66-69. ZOU Guoqing, PAN Shiqiang. Construction safety risk assessment method and application research of expressway cutting high slope considering geological classification[J]. Hunan Communication Science and Technology, 2021, 47(2): 66-69. [48] 吴忠广, 王海燕, 陶连金, 等. 高速公路高边坡施工安全总体风险评估方法[J]. 中国安全科学学报, 2014, 24(12): 124-129. WU Zhongguang, WANG Haiyan, TAO Lianjin, et al. Method for general risk assessment of expressway high slope in construction safety[J]. China Safety Science Journal, 2014, 24(12): 124-129. [49] 张勇慧, 李红旭, 盛谦, 等. 基于模糊综合评判的公路岩质边坡稳定性分级研究[J]. 岩土力学, 2010, 31(10): 3151-3156. ZHANG Yonghui, LI Hongxu, SHENG Qian, et al. Study of stability gradation of highway rock slopes based on fuzzy comprehensive evaluation[J]. Rock and Soil Mechanics, 2010, 31(10): 3151-3156. [50] 龚峻松, 程轶康, 吴小文, 等. 基于有限元法与极限平衡法的山区深挖路堑边坡施工安全性分析[J]. 中外公路, 2016, 36(4): 51-55. GONG Junsong, CHENG Yikang, WU Xiaowen, et al. Safety analysis of deep cutting slope construction in mountainous area based on finite element method and limit equilibrium method[J]. Journal of China & Foreign Highway, 2016, 36(4): 51-55. [51] 苏杭, 周海清, 武松. 多级边坡施工效应的模型试验研究[J]. 岩土力学, 2017, 38(8): 2261-2269. SU Hang, ZHOU Haiqing, WU Song. Model test research on construction effect of the multi-stage slope[J]. Rock and Soil Mechanics, 2017, 38(8): 2261-2269. [52] 李忠, 陈思阳, 朱彦鹏, 等. 基于开挖过程稳定性的框架预应力锚杆边坡加固计算方法研究[J]. 岩石力学与工程学报, 2014, 33(S1): 2964-2970. LI Zhong, CHEN Siyang, ZHU Yanpeng, et al. Study on calculation method of slope reinforcement with frame prestressed anchor based on stability of excavation process[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S1): 2964-2970. [53] 王俊, 赵基达, 胡宗羽. 我国建筑工业化发展现状与思考[J]. 土木工程学报, 2016, 49(5): 1-8. WANG Jun, ZHAO Jida, HU Zongyu. Review and thinking on development of building industrialization in China[J]. China Civil Engineering Journal, 2016, 49(5): 1-8.

Download

Share

COinS