Design of Control System of Rock Cutting Model Test Platform Based on PLC

doi:10.3973/j.issn.1672-741X.2012.03.029

Tunnel Construction ›› 2012, Vol. 32 ›› Issue (3): 421-426.DOI: 10.3973/j.issn.1672-741X.2012.03.029

• wenzhang • Previous Articles Next Articles

Design of Control System of Rock Cutting Model Test Platform Based on PLC

ZHANG Hepei^1，2, LI Fengyuan^1，2, WANG Zhufeng^1，2

(1. State Key Laboratory of Shield Machine and Boring Technology, Zhengzhou 450001, China; 2. China Railway Tunnel Group Co.,Ltd., Luoyang 471009,Henan,China)

Received:2011-12-28 Revised:2012-04-25 Online:2012-06-20 Published:2012-07-09

Abstract

Abstract: The design principle of the control system of the rock cutting model test platform is described in detail. The strategy for the data acquisition and data processing of the control system is analyzed. The control system designed meets the requirements of the test platform.

Key words: disc cutter, rock cutting, model, control system, shield, PLC, test platform

ZHANG Hepei, LI Fengyuan, WANG Zhufeng. Design of Control System of Rock Cutting Model Test Platform Based on PLC[J]. Tunnel Construction, 2012, 32(3): 421-426.

/ Recommend

[1]	HUANG Hongwei, YIN Zhenyu, CHANG Jiaqi. Research and Application of Embodied Intelligence Framework in Controlling Shield Tunneling Parameters and Environmental Disturbances [J]. Tunnel Construction, 2026, 46(S1): 52-66.
[2]	FENG Tugen, YUE Chenlong, ZHANG Jian, HU Jinjian, XUE Xinkai, ZHENG Bin. Performance Improvement of Shield Tunneling by Integrating Machine Learning and Multi-Objective Optimization [J]. Tunnel Construction, 2026, 46(S1): 67-77.
[3]	LI Wenguang, WU Xiaoyu, WANG Lichuan, HUANG Mingli, ZHANG Jingjing, WU Limin, CAO Wenquan. Experimental Study on Insitu Repair of Large Deformation Shield Tunnel Under Internal Pressure Loading [J]. Tunnel Construction, 2026, 46(S1): 78-90.
[4]	ZHONG Zilan, TIAN Zhilong, ZHANG Bu, LU Yao, MA Kefei, DU Xiuli. Experimental Study on Flexural Mechanical Performance of Shield Tunnel Segments Reinforced by Prefabricated Composite Profiles [J]. Tunnel Construction, 2026, 46(S1): 103-113.
[5]	JIN Ming, WANG Shouqiang, YAO Yinbin, DAI Peng, XIAO Liang. Multi-Objective Optimization of Shield Disc Cutter Layout Based on an Improved Conical Shield Model [J]. Tunnel Construction, 2026, 46(S1): 123-133.
[6]	WANG Junbin, ZHU Weibin, ZHONG Changping, WANG Zhiguo, ZHAO Wen. Evolution Patterns of Permeability for Conditioned Soil in Clayey Sandy Strata Under Multi-Stage Water Pressure [J]. Tunnel Construction, 2026, 46(S1): 134-145.
[7]	LU Chen, ZHANG Shuai, LIU Yanlong, LI Jieyong, LAI Yong, NIE Jianxing, LU Chunxue. Severe Deformation Mechanism of Surrounding Rock in Deep Grade Ⅵ Water-Rich Soft Rock Tunnels and Analysis of Double-Layer Primary Support Construction Process: A Case Study of Shanyang Tunnel on Dali-Ruili Railway [J]. Tunnel Construction, 2026, 46(S1): 153-163.
[8]	ZHANG Xiaoyan, TANG Jinyi, LI Qiang, MENG Lingfeng, LI Hongsen. Mechanical Properties and Failure Mechanism of Recycled Concrete Prepared From Shield Tunnel Muck [J]. Tunnel Construction, 2026, 46(S1): 186-195.
[9]	JIANG Hua, WANG Zixiao, GUO Yongjian, GAN Congyu, LIU Hongzhi, SUN Shuliang. Intelligent Monitoring of Rock Slag Volume in Slurry Shield Screening Based on Binocular-Vision Point Cloud [J]. Tunnel Construction, 2026, 46(S1): 196-204.
[10]	ZHOU Zehua, XU Youliang, JIN Baocheng, CHU Maocheng, ZHAO Xiaoyong, LU Xing’an. Risk Identification of TBM Traversing Soft Rock Deformation Sections Based on Attention Convolutional Neural Network-Long Short-Term Memory Model [J]. Tunnel Construction, 2026, 46(S1): 236-248.
[11]	LIN Yufeng, WU Jian, ZHENG Bo, LIU Zhiqiang, CHEN Peng, LIU Kai, FANG Yong, HE Chuan. Influence of Coarse Particle Size Composition on Penetration and Clogging Capacity of Slurry [J]. Tunnel Construction, 2026, 46(S1): 249-261.
[12]	LI Zixiang, XIE Weishuai, CAI Haibing, HOU Gongyu. Analytical Solution for Shield Segment Internal Forces Based on Elastic Hinge Ring Method Considering Nonuniformly Distributed Earth Pressure on Arch Back and Nonlinear Behavior of Composite Strata [J]. Tunnel Construction, 2026, 46(S1): 271-282.
[13]	FU Hainan, ZHOU Xiong, YANG Jiangbo, LIU Xiaoyang, CAI Hao. Integration of Machine Learning for Prediction and Intelligent Parameter Design in Shield Tunneling Muck Conditioning [J]. Tunnel Construction, 2026, 46(S1): 283-293.
[14]	WANG Zhiguo, ZHU Weibin, MI Jinsheng, ZHAO Wen. Classified Evaluation System for Conditioned Soil for Shield Tunneling Based on Machine Learning [J]. Tunnel Construction, 2026, 46(S1): 306-316.
[15]	ZHAO Wenxian, LIANG Rongzhu, KANG Cheng, LIU Lü, ZHOU Zheng, TU Shifang, GUO Changjiang. Deformation Characteristics of Retaining Structures of Deep Foundation Pit of a Metro Station Under Large-Area Unbalanced Surcharge [J]. Tunnel Construction, 2026, 46(S1): 336-347.

Design of Control System of Rock Cutting Model Test Platform Based on PLC

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics

Comments