赤峪矿深部底抽巷钢管混凝土柱底鼓治理研究
Research on floor heave treatment of steel pipe concrete column in deep bottom drainage roadway in Chiyu Mine
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摘要: 针对深部高应力巷道底鼓严重的问题,以赤峪煤矿北一采区北翼4#底抽巷为例,研究底抽巷在高应力作用下底板发生非线性大变形的规律,分析巷道底板围岩挤压破坏机理,提出了巷道底板钢管混凝土柱治理底鼓技术;通过数值模拟的方法,分析了底板钢管混凝土柱不同支护长度、角度、排距对巷道底鼓治理的影响。试验结果表明:高应力场、岩体强度低、底板围岩浸水软化以及原支护结构存在缺陷等是导致巷道产生强烈底鼓的主要原因;增强底板围岩支护强度、防治地下水对围岩的渗透以及抑制主动滑移区的滑移变形是治理挤压流动性底鼓的关键;钢管混凝土柱具有强度高、刚度大、抗剪性能好的特点,能有效增强底板围岩支护强度、抑制围岩的挤压变形;底板每排布置2个钢管混凝土柱,长度为6 m、倾角为30°、排距为1.2 m时,对底鼓的控制效果最优。经现场试验验证,钢管混凝土柱治理底鼓技术能有效控制该类巷道底鼓。Abstract: Aiming at the serious problem of floor heave of the high-stress deep roadway, take 4# bottom-draining roadway in the north wing of the first mining area of Chiyu Coal Mine as an example, the law of non-linear large deformation of the floor of the roadway under high stress is studied, the mechanism of the crushing failure of the surrounding rock of the roadway floor is analyzed, and the floor heave treatment technology of the roadway floor steel tube concrete column is proposed. Through the method of numerical simulation, the influence of different supporting lengths, angles and row spacings of the concrete-filled steel tube columns on the floor heave of the roadway is analyzed. The test results show that: high stress field, low rock strength, water softening of the surrounding rock of the floor, and defects in the original supporting structure are the main reasons for the strong floor heave of the roadway; the concrete-filled steel tube column has the characteristics of high strength, high rigidity and good shear resistance, which can effectively enhance the supporting strength of the surrounding rock of the floor and restrain the compression deformation of the surrounding rock; when two concrete-filled steel tube columns are arranged in each row of the floor, the supporting length is 6 m, the inclination angle is 30°, and the row spacing is 1.2 m, the deformation of the roadway floor is stable at a small value. Field tests have verified that the bottom heave treatment technology of concrete-filled steel tube columns can effectively control this type of bottom heave.
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[1] 康红普.我国煤矿巷道锚杆支护技术发展60年及展望[J].中国矿业大学学报,2016,45(6):1071-1081. KANG Hongpu. Sixty years development and prospects of rock bolting technology for underground coal mine roadways in China[J]. Journal of China University of Mining & Technology, 2016, 45(6): 1071-1081.
[2] 姜耀东,陆士良.巷道底臌机理的研究[J].煤炭学报,1994(4):343-351. JIANG Yaodong, LU Shiliang. Investigation of mechanism of floor heave of roadway[J]. Journal of China Coal Society, 1994(4): 343-351.
[3] 康红普.应力状态及围岩性质对巷道底臌的影响[J].矿山压力与顶板管理,1994(2):43-46. KANG Hongpu. Influence of the properties and stress conditions of the surrounding rock on the heave of roadway floor[J]. Ground Pressure and Strata Control,1994(2): 43-46.
[4] Gangye Guo, Hongpu Kang, Deyu Qian,et al. Mechanism for Controlling Floor Heave of Mining Roadways Using Reinforcing Roof and Sidewalls in Underground Coal Mine[J]. Sustainability, 2018, 10(5): 1413. [5] 王卫军,侯朝炯.回采巷道底臌力学原理及控制研究新进展[J].湘潭矿业学院学报,2003(1):1-6. WANG Weijun, HOU Chaojiong. New development of mechanism and control technique study of extraction opening floor heave[J]. Journal of Xiangtan Mining Institute, 2003(1): 1-6.
[6] 侯朝炯,何亚男,李晓,等.加固巷道帮、角控制底臌的研究[J].煤炭学报,1995,20(3):229. HOU Chaojiong, HE Yanna, LI Xiao et al. Reinforcing sidewalls and corners of gateway to control floor heave[J]. Journal of China Coal Society, 1995, 20(3): 229.
[7] 郭东明,亢鑫超,陆志颖,等.软岩巷道挠曲型底鼓机理与底板桩基控制技术[J].矿业科学学报,2021,6(5):536-547. GUO Dongming, KANG Xinchao, LU Zhiying, et al. Flexural floor mechanism and floor corner piles control technology in soft rock roadway[J]. Journal of Mining Science and Technology, 2021, 6(5): 536-547.
[8] 刘少伟,张伟光,冯友良.深井煤巷滑移型底鼓岩体运移机理及控制对策[J].采矿与安全工程学报,2013, 30(5):706-711. LIU Shaowei, ZHANG Weiguang, FENG Youliang. Study on migration mechanism of slipping floor heave rock mass in deep roadway and its control countermeasure[J]. Journal of Mining & Safety Engineering, 2013, 30(5): 706-711.
[9] 高延法,刘珂铭,何晓升,等.钢管混凝土支架在千米深井动压巷道中的应用[J].煤炭科学技术,2015,43(8):7-12. GAO Yanfa, LIU Keming, HE Xiaosheng, et al. Steel tube concrete support applied to dynamic pressure roadway inkilometers deep mine[J]. Coal Science and Technology, 2015, 43(8): 7-12.
[10] 高延法,刘珂铭,冯绍伟,等.早强混凝土实验与极软岩巷道钢管混凝土支架应用研究[J].采矿与安全工程学报,2015,32(4):537-543. GAO Yanfa, LIU Keming, FENG Shaowei, et al. Early strength concrete experiment and applied research of early strength concrete-filled steel tubular supports in extremely soft rock roadways[J]. Journal of Mining & Safety Engineering, 2015, 32(4): 537-543.
[11] 高延法,冯绍伟,刘珂铭,等.极软岩返修巷道钢管混凝土支架支护方案研究[J].中国煤炭,2014,40(11):36-39. GAO Yanfa, FENG Shaowei, LIU Keming, et al. Research on concrete-filled steel tube support scheme in repairing roadway with extremely-soft rock[J]. China Coal, 2014, 40(11): 36-39.
[12] 杨本生,贾永丰,孙利辉,等.高水平应力巷道连续“双壳”治理底臌实验研究[J].煤炭学报,2014,39(8):1504-1510. YANG Bensheng, JIA Yongfeng, SUN Lihui, et al. Experimental research on the continuous “double shell” harnessing floor heave in high horizontal stress roadway[J]. Journal of China Coal Society, 2014, 39(8): 1504-1510.
[13] 杨本生,高斌,孙利辉,等.深井软岩巷道连续“双壳”治理底鼓机理与技术[J].采矿与安全工程学报,2014,31(4):587-592. YANG Bensheng, GAO Bin, SUN Lihui, et al. Study on technology and mechanism of continuous “double shell” harnessing floor heave in deep soft-engineering rock roadway[J]. Journal of Mining & Safety Engineering, 2014, 31(4): 587-592.
[14] 孙利辉,杨本生,杨万斌,等.深部巷道连续双壳加固机理及试验研究[J].采矿与安全工程学报,2013,30(5):686-691. SUN Lihui, YANG Bensheng, YANG Wanbin, et al. Reinforcement mechanism and experimental study on continunous double shell of deep roadway[J]. Journal of Mining & Safety Engineering, 2013, 30(5): 686.
[15] 孙利辉,杨本生,孙春东,等.深部软岩巷道底鼓机理与治理试验研究[J].采矿与安全工程学报,2017,34(2):235-242. SUN Lihui, YANG Bensheng, SUN Chundong, et al. Experimental research on mechanism and controlling of floor heave in deep soft rock roadway[J]. Journal of Mining & Safety Engineering, 2017, 34(2): 235-242.
[16] 王晓卿,阚甲广,焦建康.高应力软岩巷道底鼓机理及控制实践[J].采矿与安全工程学报,2017,34(2):214-220. WANG Xiaoqing, KAN Jiaguang, JIAO Jiankang, et al. Mechanism of floor heave in the roadway with high stress and soft rock and its control practice[J]. Journal of Mining & Safety Engineering, 2017, 34(2): 214.
[17] 杨朋,华心祝,李迎富,等.挤压流动性底鼓机理及防治措施[J].煤矿安全,2015,46(6):142-145. YANG Peng, HUA Xinzhu, LI Yingfu, et al. Extrusion fluidity floor heave mechanism and prevention measures for deep roadway[J]. Safety in Coal Mines, 2015, 46(6): 142-145.
[18] 江军生,曹平.深部高应力下层状岩体巷道底鼓机理及控制技术[J].中南大学学报(自然科学版),2015, 46(11):4218-4224. JIANG Junsheng, CAO Ping. Floor heaving mechanism of soft rock in high-stress deep roadway and its control techonlogy[J] Journal of Central South University(Science and Technology), 2015, 46(11): 4218-4224.
[19] 张后全,韩立军,贺永年,等.构造复杂区域膨胀软岩巷道底鼓控制研究[J].采矿与安全工程学报,2011, 28(1):16-21. ZHANG Houquan, HAN Lijun, HE Yongnian, et al. Floor Heave Control in roadways with soft-and-swelling rocks in complicated structural area[J]. Journal of Mining & Safety Engineering, 2011, 28(1): 16-21.
[20] 马念杰,李季,赵志强.圆形巷道围岩偏应力场及塑性区分布规律研究[J].中国矿业大学学报,2015,44(2):206. MA Nianjie, LI Ji, ZHAO Zhiqiang, et al. Distribution of the deviatoric stress field and plastic zone in circular roadway surrounding rock[J]. Journal of China University of Mining & Technology, 2015, 44(2): 206.
[21] 袁超.深部巷道围岩变形破坏机理与稳定性控制原理研究[D].湘潭:湖南科技大学,2017. -
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