工程科学学报，第39卷.第8期：1141-1151,2017年8月 Chinese Journal of Engineering,Vol.39,No.8:1141-1151,August 2017 D0L:10.13374/j.issn2095-9389.2017.08.002;htp:/journals..usth.edu.cn 方钢约束混凝土拱架补强机制研究及应用 王 琦2)，于恒昌)，江贝13》，章冲)，李术才)，何满潮)，孙会彬)， 秦 乾) 1)山东大学岩土与结构工程研究中心，济南2500612)中国矿业大学（北京）深部岩土力学与地下工程国家重点实验室，北京100083 3)济南大学土木建筑学院，济南250022 ☒通信作者，E-mail:chinawangqi@(163.com 摘要方钢约束混凝土(SQCC)拱架作为复杂条件地下工程中的一种新型支护方式，具备很高的支护强度和后期承载能 力，而拱架留设的灌浆孔因局部削弱和应力集中效应而成为拱架的关键破坏部位，对拱架整体承载能力具有很大的影响，需 对灌浆孔进行补强处理以提高拱架开孔后的整体强度.针对$QCC开孔短柱进行室内试验及数值试验，对比分析短柱变形破 坏形态、荷载位移曲线及极限承载力等力学性能，研究方钢约束混凝土拱架补强机制：建立约束混凝土强度及经济指标，综合 对比短柱补强效果.以SQCC150×8短柱为例，留设灌浆孔后短柱极限承载力相比SQCC短柱降低29.9%：侧弯钢板补强 (ASS)后短柱的强度指标达148.7%，经济指标为90.8%，补强效果最好，且补强钢板长度在180~240mm范围内，厚度为 8mm时，侧弯钢板对灌浆孔补强效果最明显，经济指标增长率最大.侧弯钢板补强试验结果在全比尺拱架室内试验中得到充 分验证，在现场巷道支护应用中效果良好，研究成果为约束混凝土支护设计提供了依据. 关键词方钢约束混凝土：灌浆孔：补强机制：全比尺力学试验：现场应用 分类号TD353+.2 Study and application of strengthening mechanism of square confined concrete arch with grouting holes WANG Qi,YU Heng-chang),JIANG Bei),ZHANG Chong,LI Shu-cai),HE Man-chao2),SUN Hui-bin),QIN Qian) 1)Geotechnical and Structural Engineering Research Center,Shandong University,Jinan 250061,China 2)StateKey Laboratory for Geomechanies and Deep Underground Engineering,China University of Mining and Technology,Beijing 100083,China 3)School of Civil Engineering and Architecture,University of Jinan,Jinan 250022,China Corresponding author,E-mail:chinawangqi@163.com ABSTRACT The new support way-square confined concrete (SQCC)arch in complex-condition underground engineering applica- tions has higher supporting strength and post-bearing capacity.The grouting holes become key parts of the arch with local weakening and stress concentration effects and greatly influence the bearing capacity of the whole arch.As such,it is necessary to reinforce this area.In laboratory tests and numerical experiments on SQCC test specimens with grouting holes,the strengthening mechanism was investigated by comparative analysis of the mechanical properties,including the deformation and failure patterns,load displacement curve,and ultimate bearing capacity.To compare the different reinforcing effects,strength and economic indexes were established. The results show the ultimate bearing capacity of a short column with grouting holes to be reduced by 29.9%compared to the SQCC short column.In a case study of the SQCC150 x8 short column,the reinforcement method using two-angle steel exhibited better rein- forcing effect,improving both the strength and economic indexes of short columns up to 148.7%and 90.8%,respectively.When the 收稿日期：2016-10-23 基金项目：国家自然科学基金资助项目(51674154,51474095)：中国博士后科学基金特别资助项目(2017T100116,2017T100491):中国博士 后科学基金面上资助项目(2016M602144,2016M590150):国家重点研发计划专项资助项目(2016YFC0600901):深部岩土力学与地下工程国 家重点实验室开放基金资助项目(SKLGDUEK1519)工程科学学报,第 39 卷,第 8 期:1141鄄鄄1151,2017 年 8 月 Chinese Journal of Engineering, Vol. 39, No. 8: 1141鄄鄄1151, August 2017 DOI: 10. 13374 / j. issn2095鄄鄄9389. 2017. 08. 002; http: / / journals. ustb. edu. cn 方钢约束混凝土拱架补强机制研究及应用 王 琦1,2)苣 , 于恒昌1) , 江 贝1,3) , 章 冲1) , 李术才1) , 何满潮2) , 孙会彬1) , 秦 乾1) 1) 山东大学岩土与结构工程研究中心, 济南 250061 2) 中国矿业大学(北京)深部岩土力学与地下工程国家重点实验室, 北京 100083 3) 济南大学土木建筑学院, 济南 250022 苣 通信作者, E鄄mail: chinawangqi@ 163. com 摘 要 方钢约束混凝土(SQCC)拱架作为复杂条件地下工程中的一种新型支护方式,具备很高的支护强度和后期承载能 力,而拱架留设的灌浆孔因局部削弱和应力集中效应而成为拱架的关键破坏部位,对拱架整体承载能力具有很大的影响,需 对灌浆孔进行补强处理以提高拱架开孔后的整体强度. 针对 SQCC 开孔短柱进行室内试验及数值试验,对比分析短柱变形破 坏形态、荷载位移曲线及极限承载力等力学性能,研究方钢约束混凝土拱架补强机制;建立约束混凝土强度及经济指标,综合 对比短柱补强效果. 以 SQCC150 伊 8 短柱为例,留设灌浆孔后短柱极限承载力相比 SQCC 短柱降低 29郾 9% ;侧弯钢板补强 (ASS)后短柱的强度指标达 148郾 7% ,经济指标为 90郾 8% ,补强效果最好,且补强钢板长度在 180 ~ 240 mm 范围内,厚度为 8 mm 时,侧弯钢板对灌浆孔补强效果最明显,经济指标增长率最大. 侧弯钢板补强试验结果在全比尺拱架室内试验中得到充 分验证,在现场巷道支护应用中效果良好,研究成果为约束混凝土支护设计提供了依据. 关键词 方钢约束混凝土; 灌浆孔; 补强机制; 全比尺力学试验; 现场应用 分类号 TD353 + 郾 2 收稿日期: 2016鄄鄄10鄄鄄23 基金项目: 国家自然科学基金资助项目(51674154,51474095); 中国博士后科学基金特别资助项目(2017T100116,2017T100491); 中国博士 后科学基金面上资助项目(2016M602144,2016M590150); 国家重点研发计划专项资助项目(2016YFC0600901); 深部岩土力学与地下工程国 家重点实验室开放基金资助项目(SKLGDUEK1519) Study and application of strengthening mechanism of square confined concrete arch with grouting holes WANG Qi 1,2)苣 , YU Heng鄄chang 1) , JIANG Bei 1,3) , ZHANG Chong 1) , LI Shu鄄cai 1) , HE Man鄄chao 2) , SUN Hui鄄bin 1) , QIN Qian 1) 1) Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, China 2) StateKey Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Beijing 100083, China 3) School of Civil Engineering and Architecture, University of Jinan, Jinan 250022, China 苣 Corresponding author, E鄄mail: chinawangqi@ 163. com ABSTRACT The new support way鄄square confined concrete ( SQCC) arch in complex鄄condition underground engineering applica鄄 tions has higher supporting strength and post鄄bearing capacity. The grouting holes become key parts of the arch with local weakening and stress concentration effects and greatly influence the bearing capacity of the whole arch. As such, it is necessary to reinforce this area. In laboratory tests and numerical experiments on SQCC test specimens with grouting holes, the strengthening mechanism was investigated by comparative analysis of the mechanical properties, including the deformation and failure patterns, load displacement curve, and ultimate bearing capacity. To compare the different reinforcing effects, strength and economic indexes were established. The results show the ultimate bearing capacity of a short column with grouting holes to be reduced by 29郾 9% compared to the SQCC short column. In a case study of the SQCC150 伊 8 short column, the reinforcement method using two鄄angle steel exhibited better rein鄄 forcing effect, improving both the strength and economic indexes of short columns up to 148郾 7% and 90郾 8% , respectively. When the