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地下连续墙液压抓斗在粘壤土地层施工中偏斜角度分析

金赠伍, 王清岩, 盛洁, 钟蔚岭. 2024. 地下连续墙液压抓斗在粘壤土地层施工中偏斜角度分析. 钻探工程, 51(2): 39-46. doi: 10.12143/j.ztgc.2024.02.006
引用本文: 金赠伍, 王清岩, 盛洁, 钟蔚岭. 2024. 地下连续墙液压抓斗在粘壤土地层施工中偏斜角度分析. 钻探工程, 51(2): 39-46. doi: 10.12143/j.ztgc.2024.02.006
JIN Zengwu, WANG Qingyan, SHENG Jie, ZHONG Weiling. 2024. Analysis of deviation angle of hydraulic grab for diaphragm wall in the construction of clay loam strata. DRILLING ENGINEERING, 51(2): 39-46. doi: 10.12143/j.ztgc.2024.02.006
Citation: JIN Zengwu, WANG Qingyan, SHENG Jie, ZHONG Weiling. 2024. Analysis of deviation angle of hydraulic grab for diaphragm wall in the construction of clay loam strata. DRILLING ENGINEERING, 51(2): 39-46. doi: 10.12143/j.ztgc.2024.02.006

地下连续墙液压抓斗在粘壤土地层施工中偏斜角度分析

详细信息
    作者简介: 金赠伍,男,汉族,1999年生,硕士研究生,地质工程专业,研究方向为钻探设备与机具,吉林省长春市朝阳区西民主大街938号,3120206177@qq.com
    通讯作者: 王清岩,男,汉族,1970年生,教授,博士生导师,地质工程专业,研究方向为先进钻探设备与机具、基础工程施工设备与机具、流体传动及控制技术,吉林省长春市朝阳区西民主大街938号,wangqy@jlu.edu.cn
  • 中图分类号: TU753

Analysis of deviation angle of hydraulic grab for diaphragm wall in the construction of clay loam strata

More Information
    Corresponding author: WANG Qingyan
  • 在液压抓斗进行地下连续墙施工过程中,斗体需要保持一定的垂直度以保证侧壁成槽精度。抓斗掘削部与土体相互作用时,作用于斗体上的载荷具有瞬态多向性且不均匀,由此导致钢丝绳下放的斗体发生偏斜,成槽壁面垂直度受到破坏。本文建立了液压抓斗多体动力学模型和粘壤土地层模型,通过多体动力学和离散元相结合的方法分析了液压抓斗在粘壤土地层施工过程中斗体倾斜情况,设计了电液比例调速回路以控制液压抓斗主液压缸运动,通过联合仿真重点讨论了主液压缸控制信号对斗体偏斜过程的影响,为进一步研究液压抓斗纠偏系统及控制策略提供依据。
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  • [1]

    苏伟,耿倩斌,杨倩,等.地下连续墙液压抓斗技术发展趋势探讨[J].工程机械文摘,2021(6):19-21.

    SU Wei, GENG Qianbin, YANG Qian, et al. Discussion on the development trend of hydraulic grab technology for the diaphragm wall[J]. Construction Machinery Digest, 2021(6):19-21.

    [2]

    吉倩.地下连续墙液压抓斗施工工法[J].建筑机械,2012(23):119-121.

    JI Qian. Construction method of hydraulic grab for continuous diaphragm wall[J]. Construction Machinery, 2012(23):119-121.

    [3]

    贾学强,苏伟,丁洪亮,等.提高连续墙抓斗入岩效率若干问题的探讨[J].探矿工程(岩土钻掘工程),2015,42(10):59-62.

    JIA Xueqiang, SU Wei, DING Hongliang, et al. Discussion on improvement of rock embedding efficiency of grab for diaphragm wall engineering[J]. Exploration Engineering (Rock & Soil Drilling and Tunneling), 2015,42(10):59-62.

    [4]

    易智宏,赵建平,汪应朝,等.深异形地下连续墙施工技术研究[J].探矿工程(岩土钻掘工程),2012,39(11):44-50.

    YI Zhihong, ZHAO Jianping, WANG Yingzhao, et al. Study on construction technique of hadal depth & abnormal shape underground diaphragm wall[J]. Exploration Engineering (Rock & Soil Drilling and Tunneling), 2012,39(11):44-50.

    [5]

    马守明.连续墙抓斗设备的新概念[J].探矿工程(岩土钻掘工程),2000(1):20-22.

    MA Shouming. New concept of continuous diaphragm wall grab equipment[J]. Exploration Engineering (Rock & Soil Drilling and Tunnleing), 2000(1):20-22.

    [6]

    丁勇春,李光辉,程泽坤,等.地下连续墙成槽施工槽壁稳定机制分析[J].岩石力学与工程学报,2013,32(A1):2704-2709.

    DING Yongchun, LI Guanghui, CHENG Zekun. Analysis of trench face stability of diaphragm wall panel during slurry trenching[J]. China Journal of Rock Mechanics and Engineering,2013,32(A1):2704-2709.

    [7]

    孙立宝.超深地下连续墙施工中若干问题探讨[J].探矿工程(岩土钻掘工程),2010,37(2):51-55.

    SUN Libao. Discussion on the construction of super-deep underground diaphragm wall[J]. Exploration Engineering (Rock & Soil Drilling and Tunneling), 2010,37(2):51-55.

    [8]

    何烨,周昌军,何鑫,等.基于PFC3D的地下连续墙槽壁稳定性模拟分析[J].钻探工程,2023,50(3):152-158.

    HE Ye, ZHOU Changjun, HE Xin, et al. Trench wall stability simulation for the diaphragm wall based on PFC3D[J]. Drilling Engineering, 2023,50(3):152-158.

    [9]

    王景祥.抓挖阻力理论研究及DSG-800液压抓斗的研制[D].北京:中国地质大学(北京),2010.WANG Jingxiang. Theory research on digging resistance and DSG-800 hydraulic grab development[D]. Beijing: China University of Geosciences (Beijing), 2010.

    [10]

    姚维,朱建新,朱振新.连续墙液压抓斗测偏系统设计与应用[J].建设机械技术与管理,2014,27(3):90-91.

    YAO Wei, ZHU Jianxin, ZHU Zhenxin. Design and application on the deflection system of the continuous wall hydraulic grab[J]. Construction Machinery Technology & Management,2014,27(3):90-91.

    [11]

    黄成建.富水地层非对称地下连续墙成槽稳定性分析[J].市政技术,2023,41(9):96-101,105.

    HUANG Chengjian. Stability analysis of asymmetric underground continuous wall in water-rich strata[J]. Journal of Municipal Technology, 2023,41(9):96-101,105.

    [12]

    罗凤江,董海洲,牛若歆,等.软硬不均地层地下连续墙成槽质量控制研究[J].山西建筑,2023,49(18):113-116.

    LUO Fengjiang, DONG Haizhou, NIU Ruoxin, et al. Quality control study on trenching of diaphragm wall of subway station in soft and hard uneven strata[J]. Shanxi Architecture, 2023,49(18):113-116.

    [13]

    李礼强,宋卓华.软土地层中地下连续墙施工技术及其质量控制[J].建筑技术,2023,54(11):1288-1291.

    LI Liqiang, SONG Zhuohua. Construction technology and quality control of underground continuous wall in soft soil stratum[J]. Architecture Technology, 2023,54(11):1288-1291.

    [14]

    嘉红霞,李万莉,余浩杰.地下连续墙液压抓斗纠偏系统动态分析与建模[J].同济大学学报,2009,37(10):1393-1397.

    JIA Hongxia, LI Wanli, YU Haojie. Dynamic analysis and model of underground diaphragm wall hydraulic grab control system[J].Journal of Tongji University, 2009,37(10):1393-1397.

    [15]

    刘玉涛.地下连续墙液压抓斗及其控制系统的研究[D].长春:吉林大学,2012.LIU Yutao. Research on hydraulic diaphragm wall grab and the control system[D]. Changchun: Jilin University, 2012.

    [16]

    嘉红霞,李万莉.地下连续墙抓斗液压控制系统设计与分析[J].机床与液压,2010,38(8):43-45.

    JIA Hongxia, LI Wanli. Studies and design on hydraulic control system of underground diaphragm wall grab[J]. Machine Tool & Hydraulics, 2010,38(8):43-45.

    [17]

    任杰.HLG-800型地下连续墙液压抓斗机电液系统设计及动态仿真分析[D].长春:吉林大学,2019.REN Jie. Design and dynamic simulation of electro-mechanicalhydraulic system of HLG-800 grab[D].Changchun: Jilin University, 2019.

    [18]

    黎中银,王亮清.SH400型连续墙液压抓斗成槽垂直度分析[J].筑路机械与施工机械化,2009,26(7):62-64.

    LI Zhongyin, WANG Liangqing. Analysis on verticality of trench forming by SANY SH400 hydraulic diaphragm wall grab[J]. Road Machinery & Construction Mechanization, 2009,26(7):62-64.

    [19]

    张建宇.双卷扬液压抓斗成槽机设计与分析[D].长春:吉林大学,2019.ZHANG Jianyu. Design and analysis of double hoist hydraulic grab grooving machine[D]. Changchun: Jilin University,2019.

    [20]

    向伟,吴明亮,吕江南,等.基于堆积试验的黏壤土仿真物理参数标定[J].农业工程学报,2019,35(12):116-123.

    XIANG Wei, WU Mingliang, LÜ Jiangnan, et al. Calibration of simulation physical parameters of clay loam based on soil accumulation test[J]. Transactions of the Chinese Society of Agricultural Engineering, 2019,35(12):116-123.

    [21]

    廖江.基于离散元的刀盘掘进过程模拟及关键掘进参数研究[D].成都:西南交通大学,2021.LIAO Jiang. Simulation of cutterhead driving process and study of key driving parameters based on DEM[D]. Chengdu: Southwest Jiaotong University, 2021.

    [22]

    王慧强.基于离散元法的振动压实过程仿真及其试验研究[D].西安:长安大学,2019.WANG Huiqiang. DEM simulation of drum-soil interaction of vibratory roller during the static rolling[D]. Xi’an: Chang’an University, 2019.

    [23]

    靳成.基于EDEM的挖坑机钻头-土壤动力学仿真与试验研究[D].福州:福建农林大学,2023.JIN Cheng. Dynamics simulation and experimental investigation of earth auger bit-soil based on EDEM[D]. Fuzhou: Fujian Agriculture and Forestry University, 2023.

    [24]

    王建才.盾构掘进影响下土岩复合地层开挖面破坏机理及扰动控制研究[D].济南:山东建筑大学,2023.WANG Jiancai. Research on the failure mechanism and disturbance control of excavation face in soil rock composite stratum under the influence of shield tunneling[D]. Jinan: Shandong Jianzhu University, 2023.

    [25]

    马腾.基于离散元的砂卵石地层土压平衡盾构施工颗粒流动和地表沉降控制研究[D].北京:北京交通大学,2016.MA Teng. Study on particle flow and ground settlement control of earth pressure balance shield tunnelling in sandy pebble stratum base on the DEM[D]. Beijing: Beijing Jiaotong University, 2016.

    [26]

    邢大伟.石灰石颗粒离散元模型构建及主动冲击破碎特性研究[D].泉州:华侨大学,2018.XING Dawei. The establishment of limestone discrete element model and research on the characteristics of impact crushing[D]. Quanzhou: Huaqiao University, 2018.

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出版历程
收稿日期:  2023-10-17
修回日期:  2023-11-22

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