• Title/Summary/Keyword: Boring machine

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Three Dimensional Numerical Analysis on Rock Cutting Behavior of Disc Cutter Using Particle Flow Code (3차원 입자결합모델을 이용한 디스크 커터의 암석절삭에 관한 연구)

  • Lee, Seung-Joong;Choi, Sung-Oong
    • Tunnel and Underground Space
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    • v.23 no.1
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    • pp.54-65
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    • 2013
  • The LCM (Linear Cutting Machine) test is one of the most powerful and reliable methods for designing the disc cutter and for predicting the TBM (Tunnel Boring Machine) performance. It has an advantage to predict the actual load on disc cutter from the laboratory test on the real-size large rock samples, however, it also has a disadvantage to transport and/or prepare the large rock samples and to need an extra cost for experiment. In order to overcome this problem, lots of numerical studies have been performed. In this study, the PFC3D (Particle Flow Code in 3 Dimension) has been adopted for numerical analysis on optimum cutter spacing and failure aspects of Busan Tuff. The optimum cutting condition with s/p ratio of 16 and minimum specific energy of $14MJ/m^3$ was derived from numerical analyses. The cutter spacing for Busan Tuff had the good agreements with those of LCM test and numerical analysis by finite element method.

Continuous Excavation Type TBM Parts Modification and Control Technology for Improving TBM Performance (TBM 굴진향상을 위한 연속굴착형 TBM 부품개조 및 제어기술 소개)

  • Young-Tae, Choi;Dong-Geon, Lee;Mun-Gyu, Kim;Joo-Young, Oh;Jung-Woo, Cho
    • Tunnel and Underground Space
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    • v.32 no.6
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    • pp.345-352
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    • 2022
  • The existing NATM (New Austrian Tunneling Method) has induced civil compliants due to blasting vibration and noise. Machanized excavation methods such as TBM (Tunnel Boring Machine) are being adopted in the planning and construction of tunneling projects. Shield TBM method is composed of repetition processes of TBM excavation and segment installation, the machine has to be stopped during the later process. Consecutive excavation technology using helical segment is under developing to minimize the stoppage time. The modification of thrust jacks and module are planned to ensure the advance force acting on the inclined surface of helical segment. Also, the integrated system design of hydraulic circuit will be remodeled. This means that the system deactivate the jacks on the installing segment while the others automatically act the thrusting forces on the existing segments. This report briefly introduces the mechanical research part of the current consecutive excavation technological development project of TBM.

Adaptive Control of CNC Boring Machine by Application of the Variance Perturbation Method (분산 섭동법 에 의한 CNC보오링 머시인 의 적응제어)

  • 이종원
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.8 no.1
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    • pp.65-70
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    • 1984
  • A recursive parameter estimation method is applied to spindle deflection model during boring process. The spindle infeed rate is then determined to preserve the diametral tolerance of bore. This estimation method is further extended to adaptive control by application of the variance perturbation method. The results of computer simulation attest that the proposed method renders the optimal cutting conditions, maintaining the diametral accuracy of bore, regardless of parameter fluctuations. The proposed method necessitating only post-process measurements features that initialization of parameter guess values in simple, a priori knowledge on parameter variations is not needed and the accurate estimation of optimal spindle infeed rate is obtained, even if the parameter estimation may be poor.

A Study on the Behavior of Partially Extended Grouted Soil-Nailing (부분적으로 확장된 그라우트 구근을 갖는 쏘일네일링 공법의 거동에 관한 연구)

  • Lee, In;Choi, Seung-Hwan;Kim, Ju-Hyun;Park, Jun-Beom;Kim, Hong-Taek
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.1068-1075
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    • 2009
  • The Soil-nailing installed to the slope or the vertical excavation surface shows reinforce effect using frictional resistance between ground and grout. This friction is showed the more the shape of grout is rough, the more efficient.. This study is about the characteristic behavior of Soil-nailing has partial extension grout made artificially control. In this study, we refer to the new boring machine that can make partially extended grout and perform 3D analysis between of the partial extended grout and the general grout of a cylinder shape using the finite element method for comparing.

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A Fundamental Study on the Expert System for the Operations Management in Wood Furniture Industry (목가구(木家具) 생산관리(生産管理)를 위한 전문가(專門家) 시스템의 기초(基礎) 연구(硏究))

  • Kim, Il-Sook;Lee, Hyoung-Woo
    • Journal of the Korean Wood Science and Technology
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    • v.21 no.2
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    • pp.23-30
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    • 1993
  • As the demand of wood furniture becomes diverse and large-sized, artificial intelligence technique is required to design the expert system which can promote the efficiency of the operations management in wood furniture industry. This study was carried out to develop the expert scheduler, which was applied to the scheduling in chair-manufacturing process to evaluate its validity. The expert scheduler could show the results of scheduling must faster than Gantt chart method with ease. Maximum tardiness in the current chair-manufacturing process could be reduced from 29 seconds to 5 seconds by the addition of a spindle sander, a 12 spindle universal boring machine, and a moulding sander to sanding, boring, and moulding process, respectively.

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Analysis of Cutter and Design of Chip Processing System for Large Scale Machine Tool (대형 공작기계용 칩 처리시스템 설계 및 커터 해석)

  • Lee, Jong-Moon;Yang, Young-Joon
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.11 no.4
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    • pp.147-153
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    • 2012
  • The demands of the large scale machine tools, for instance, such as planomiller, turning machine, boring machine, NC machine, have been gradually increased in recent years. As the performances of machine tools and/or cutting tools are advanced, it is possible to perform high-speed and high-precision cutting works. The effective treatment of wet chip, which is discharged from cutting works, becomes very important problems. Therefore, this study is forced on the design of large scale machine tools using CATIA V5R18 and analysis of cutter, which is considered as essential equipment in large scale machine tools, using MSC.Nastran & MSC.Patran. Especially, the relations between tolerated load of cutter, driving horse power and rpm of driving shaft in chip processing system are investigated through analysis. As the results, the reliability of design could be improved by evaluating simulated numerical values, it showed that tolerated loads of supported part and edged part of cutter are 87,000N and 14,450N, respectively.

Shield TBM disc cutter replacement and wear rate prediction using machine learning techniques

  • Kim, Yunhee;Hong, Jiyeon;Shin, Jaewoo;Kim, Bumjoo
    • Geomechanics and Engineering
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    • v.29 no.3
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    • pp.249-258
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    • 2022
  • A disc cutter is an excavation tool on a tunnel boring machine (TBM) cutterhead; it crushes and cuts rock mass while the machine excavates using the cutterhead's rotational movement. Disc cutter wear occurs naturally. Thus, along with the management of downtime and excavation efficiency, abrasioned disc cutters need to be replaced at the proper time; otherwise, the construction period could be delayed and the cost could increase. The most common prediction models for TBM performance and for the disc cutter lifetime have been proposed by the Colorado School of Mines and Norwegian University of Science and Technology. However, design parameters of existing models do not well correspond to the field values when a TBM encounters complex and difficult ground conditions in the field. Thus, this study proposes a series of machine learning models to predict the disc cutter lifetime of a shield TBM using the excavation (machine) data during operation which is response to the rock mass. This study utilizes five different machine learning techniques: four types of classification models (i.e., K-Nearest Neighbors (KNN), Support Vector Machine, Decision Tree, and Staking Ensemble Model) and one artificial neural network (ANN) model. The KNN model was found to be the best model among the four classification models, affording the highest recall of 81%. The ANN model also predicted the wear rate of disc cutters reasonably well.

Review of Technical Issues for Shield TBM Tunneling in Difficult Grounds (특수지반에서 쉴드TBM의 시공을 위한 기술적 고찰)

  • Jeong, Hoyoung;Zhang, Nan;Jeon, Seokwon
    • Tunnel and Underground Space
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    • v.28 no.1
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    • pp.1-24
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    • 2018
  • The use of TBM (tunnel boring machine) gradually increases in worldwide tunneling projects. TBM machine are often applied to more difficult and complex geological conditions in urban area, and many problems and difficulties have been reported due to these geological conditions. However, in Korea, there is a lack of research on difficult grounds so far. This paper discussed general aspects of investigation method, and problems of TBM tunneling in difficult grounds. Construction cases that passed through the difficult grounds in worldwide were analyzed and the typical difficult grounds were classified into 11 cases. For each case, the definition and general problems were summarized. Particularly, for mixed ground and boulder ground, and fault zone, which are frequent geological conditions in urban area with shallow depth, classification system, investigation methods and major considerations were discussed, and proposed the direction of future research. This paper is a basic study for the development of TBM construction technology in difficult ground, and it is expected that it will be useful for related research and construction of TBM in difficult ground in the future.

Improvement Plan of Excavation Performance Based on Shield TBM Performance Prediction Models and Field Data (쉴드 TBM 성능예측모델과 굴진자료 분석을 통한 굴진성능 개선방안)

  • Jung, Hyuksang;Kang, Hyoungnam;Choi, Jungmyung;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.11 no.2
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    • pp.43-52
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    • 2010
  • Shield method is the tunnel boring method that propels a steel cylinder in the ground and excavates tunnels at once. After Marc Isambard Brunel started using the method for the Thames Riverbed Tunnel excavation in London, many kinds of TBM (Tunnel Boring Machine) developed and applied for the construction of road, railway, electricity channel, pipeline, etc. In comparison with NATM concept that allows to observe ground condition and copes with difficulty. The machine selected before starting construction is not able to be changed during construction in shield TBM. Therefore the machine should be designed based on the ground survey result and experiment, so that the tunnel might be excavated effectively by controlling penetration speed, excavation depth and cutter head speed according to the ground condition change. This research was conducted to estimate penetration depth, excavate speed, wear of disc cutter on Boondang Railway of the Han Riverbed Tunnel ground condition by TBM performance prediction models such as NTNU, $Q_{TBM}$, Total Hardness, KICT-SNU and compare the estimated value with the field data. The estimation method is also used to analyze the reason of poor excavation efficiency at south bound tunnel.

MACHINE TOOL TECHNOLOGY;THE PRESENT AND THE FUTURE(8) (공작기계 기술의 현재와 미래(8))

  • 강철희
    • Journal of the Korean Society for Precision Engineering
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    • v.12 no.11
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    • pp.5-19
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    • 1995
  • 항공기 기술의 발전은 다양한 과학기술 분야의 발달에 끊임없이 큰 영향을 주어왔고, 또 기기서 파생된 신 기술도 수없이 발생하였다. NC 공작기계도 그 하나이다. 제 2차 세계대전 후 미공군은 복잡한 형상의 항공기 부품가공과 고정밀도의 검사용 Gauge를 제작할 필요성을 얻게 되었다. Helicopter의 Rotor blade의 Prifile 검사용 Plate gauge를 가공할 수 있는 기계를 개발 중에 있었던 J.T.Person이 Jig boring machine을 저자적으로 제어하면서 Gauge를 가공하는 방법을 1947년 미공군에 제안하게 되었다. 이것이 NC 발달사에 기록된 역사적인 사실이며 이 Project는 후에 MIT로 넘아가고 1952년에 NC milling machine을 완성시켰다. 그 후, 1955년 Gidding & Lewis사가 최초로 NC 공작기계를 공업화한 제1호기 Numericord를 시장에 내 놓게 되었다.

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