Araştırma Makalesi
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ÜSKÜDAR-ÜMRANİYE-ÇEKMEKÖY METRO TÜNELİNDE KULLANILAN PASA BASINÇLI TÜNEL AÇMA MAKİNESİNİN (EPB-TBM) PERFORMANS ANALİZİ

Yıl 2015, Cilt: 3 Sayı: 1, 48 - 61, 01.03.2015
https://doi.org/10.15317/Scitech.2015310836

Öz

İstanbul Büyük Şehir Belediyesi tarafından Doğuş İnşaat firmasına ihale edilen Üsküdar-Çekmeköy Metro hattı 20 km uzunluğa sahip çift tüp şeklinde tünellerden oluşmaktadır. Karmaşık bir jeolojiye sahip olan çalışılan güzergah boyunca kumtaşı, kil taşı, şeyl, kireçtaşı, çamurtaşı, konglomera ve yer yer diyabaz dayklarına rastlanmaktadır. Tünellerin kazısı 6,57 m tam cepheli tünel açma (TBM) makineleri tarafından yapılmaktadır. Bu çalışmada, TBM’in veri depolama sistemi tarafından kayıt edilen kazı parametreleri (itme kuvveti, tork, kesici kafa dönme hızı, ilerleme hızı, alarmlar vb.) analiz edilmiştir. Her ring kazısı için iş-zaman etüdü verileri incelenerek makineden faydalanma oranı belirlenmiştir. Makine performansını önemli ölçüde etkileyen arıza ve duraklamaların neler olduğu ve her birinin yüzdesel dağılımları belirlenmiştir. Bu çalışma, karmaşık olarak gözüken TBM verilerinin nasıl sadeleştirileceğini, performans ve arıza verilerinin pratik olarak nasıl değerlendirilebileceğini göstermektedir.

Kaynakça

  • Ayson Geoteknik ve Deniz İnşaat A.Ş., 2013, “Üsküdar-Ümraniye-Sancaktepe Metro Projesi Zemin Araştırma Sondajları ve Laboratuvar Deneyleri Geoteknik Veri Raporu”, İstanbul, s.14.
  • Balci, C., 2009. “Correlation of rock cutting tests with field performance of a TBM in a highly fractured rock formation: A case study in Kozyatagi-Kadikoy Metro Tunnel, Turkey”, Tunnelling and Underground Space Technology, Cilt 24, ss.423-435.
  • Bilgin, N., Copur, H., Balci, C., Tumac, D., Akgul, M., Yuksel, A., 2008. “The selection of a TBM using full scale laboratory tests and comparison of measured and predicted performance values in Istanbul Kozyatagi-Kadikoy Metro Tunnels”, In World Tunnel Congress, Akra, India, ss. 1509- 1517.
  • Bilgin, N., Copur, H., Balci, C., Tumac, D., Avunduk, E., 2012. “Rock mechanics aspects related to cutting efficiency of mechanical excavators, 25 years of experience in Istanbul”, Eurock 2012, Stockholm.
  • Barton, N., 1999, “TBM Performance estimation in rock using QTBM”, Tunnels and Tunnelling International, Eylül, ss. 30-34.
  • Bamford, W. E., 1984, “Rock test indices are being succesfully correlated with tunnel boring machines performance”, Fifth Australian Tunnelling Conference, Sydney, ss. 218-221.
  • Bieniawski, Z., T., Celada, B., Galera J., Alvarez, M., 2006, “Rock mass excavability (RME) indicator: new way to selecting the optimum tunnel construction method”, Proceedings of the ITA-AITES World Tunneling Congress, Seoul, Korea, ss. 15-23.
  • Cassinelli, F., 1982, “Power consumption and metal wearing tunnel boring machines: Analysis of tunnel boring operation in hard rock”, Tunnelling’82, IMM, London, ss. 73-81.
  • Copur, H., Tuncdemir, H., Bilgin, N., Dincer, T., 2001. “Specific energy as a criterion for use of rapid excavation systems in Turkish mines”, Trans Inst Min Metal. Section A, Cilt 110:A, ss. 149-157.
  • Doğuş İnşaat ve Ticaret A.Ş., 2012, “Üsküdar-Ümraniye-Çekmeköy Metro Projesi Geoteknik Veri Raporları”.
  • Farrokh, E., Rostami, J., Laughton, C., 2012, “Study of various models for estimation of penetration rate of hard rock TBMs”, Tunnelling and Underground Space Technology, Cilt 30, ss. 110-123.
  • Farmer, I. W., Glossop, N. H., 1980, “Mechanics of disc cutter penetration”, Tunnels and Tunneling, Cilt 12, ss. 22-25.
  • Graham, P. C., 1976, “Rock exploration for machine manufacturers”, Proceedings Symposium on Exploration for Rock Engineering, Johannesburg, South Africa, Kasım, ss. 173-180.
  • Hamidi, J. K., Shahriar, K., Rezai, B., Rostami, J., 2010, “Performance prediction of hard rock TBM using Rock Mass Rating (RMR) system”, Tunnelling and Underground Space Technology, Cilt 25, Sayı 4, ss. 333-345.
  • Hassanpour, J., Rostami, J., Kamehchiyan, M., Bruland, A., Tavakoli, H.R., 2009, “TBM performance analysis karaj water conveyance tunnel”. Rock Mechanics and Rock Engineering, Cilt 43, Sayı 4, ss. 427-445.
  • Hughes, H.M., 1986, “The relative cuttability of coal-measures stone”, Mining Science and Technology, Cilt 3, Sayı 2, ss. 95-109.
  • Lislerud, A., 1988, “Hard rock tunnel boring: prognosis and costs”, Tunnelling and Underground Space Technology, Cilt 3, Sayı 1, ss. 9-17.
  • Mc-Feat, I., Tarkoy, P. J., 1979, “Assessment of tunnel boring machine performance”, Tunnels and Tunnelling, ss. 33-37. Peach, T., 1994, “TBM optimisation”, World Tunnelling, Nisan, ss. 120-123.
  • Rostami, J., Ozdemir, L., 1993, “A new model for performance prediction of hard rock TBM’s”, Proceedings of Rapid Excavation and Tunneling Conference (RETC), Boston MA, 13-17 Haziran, ss. 793-809
  • Rostami, J., Ozdemir, L., Neil, D. M., 1994, “Performance prediction: a key issue in mechanical hard rock mining”, Mining Engineering, Kasım, ss. 1263-1267.
  • Rostami, J., 2008, “Hard rock TBM cutterhead modeling for design and performance prediction”, Geomechanik und Tunnelbau,Cilt 1, ss. 18-28.
  • Stack, B., 1995, “Encyclopedia of tunnelling mining and drilling equipment”, Mining Hobart Muden Publishing Company, Hobart, Australia, s. 1911.
  • Wijk, G., 1992, “A model of tunnel boring machine performance”, Geotechnical and Geological Engineering, Cilt 10, ss. 19-40.
  • Yagiz, S., 2008, “Utilizing rock mass properties for predicting TBM performance in hard rock condition”, Tunnelling and Underground Space Technology, Cilt 23, Sayı 3, ss. 326-339.

Performance Analysis of Earth Pressure Balance Machine (EPB-TBM) used in Üsküdar-Ümraniye- Çekmeköy Metro Tunnel

Yıl 2015, Cilt: 3 Sayı: 1, 48 - 61, 01.03.2015
https://doi.org/10.15317/Scitech.2015310836

Öz

Üsküdar-Çekmeköy metro line of 20 km having twin tubes is commissioned to Doğuş Construction Company by Istanbul Metropolitan Municipality authorities. During the excavation, Tunnel Boring Machines (TBMs) encountered with complex geology consisting of sandstone, siltstone, shale, limestone, conglomerate, and diabase dykes. Two TBMs having diameters of 6.57 m are used in excavation of Üsküdar-Çekmeköy metro line. In this study, performance analysis is carried out along the tunnel route between Üsküdar-Çarsi stations by analyzing TBM data (thrust, torque, speed of cutter head revolution, advance rate, alarms etc.). Machine utilization time is also determined and, the breakdowns and stoppage times are deeply analyzed to identify their effects on TBM performance. This study illustrates how to simplify and practically usage of the TBM performance and breakdown data.

Kaynakça

  • Ayson Geoteknik ve Deniz İnşaat A.Ş., 2013, “Üsküdar-Ümraniye-Sancaktepe Metro Projesi Zemin Araştırma Sondajları ve Laboratuvar Deneyleri Geoteknik Veri Raporu”, İstanbul, s.14.
  • Balci, C., 2009. “Correlation of rock cutting tests with field performance of a TBM in a highly fractured rock formation: A case study in Kozyatagi-Kadikoy Metro Tunnel, Turkey”, Tunnelling and Underground Space Technology, Cilt 24, ss.423-435.
  • Bilgin, N., Copur, H., Balci, C., Tumac, D., Akgul, M., Yuksel, A., 2008. “The selection of a TBM using full scale laboratory tests and comparison of measured and predicted performance values in Istanbul Kozyatagi-Kadikoy Metro Tunnels”, In World Tunnel Congress, Akra, India, ss. 1509- 1517.
  • Bilgin, N., Copur, H., Balci, C., Tumac, D., Avunduk, E., 2012. “Rock mechanics aspects related to cutting efficiency of mechanical excavators, 25 years of experience in Istanbul”, Eurock 2012, Stockholm.
  • Barton, N., 1999, “TBM Performance estimation in rock using QTBM”, Tunnels and Tunnelling International, Eylül, ss. 30-34.
  • Bamford, W. E., 1984, “Rock test indices are being succesfully correlated with tunnel boring machines performance”, Fifth Australian Tunnelling Conference, Sydney, ss. 218-221.
  • Bieniawski, Z., T., Celada, B., Galera J., Alvarez, M., 2006, “Rock mass excavability (RME) indicator: new way to selecting the optimum tunnel construction method”, Proceedings of the ITA-AITES World Tunneling Congress, Seoul, Korea, ss. 15-23.
  • Cassinelli, F., 1982, “Power consumption and metal wearing tunnel boring machines: Analysis of tunnel boring operation in hard rock”, Tunnelling’82, IMM, London, ss. 73-81.
  • Copur, H., Tuncdemir, H., Bilgin, N., Dincer, T., 2001. “Specific energy as a criterion for use of rapid excavation systems in Turkish mines”, Trans Inst Min Metal. Section A, Cilt 110:A, ss. 149-157.
  • Doğuş İnşaat ve Ticaret A.Ş., 2012, “Üsküdar-Ümraniye-Çekmeköy Metro Projesi Geoteknik Veri Raporları”.
  • Farrokh, E., Rostami, J., Laughton, C., 2012, “Study of various models for estimation of penetration rate of hard rock TBMs”, Tunnelling and Underground Space Technology, Cilt 30, ss. 110-123.
  • Farmer, I. W., Glossop, N. H., 1980, “Mechanics of disc cutter penetration”, Tunnels and Tunneling, Cilt 12, ss. 22-25.
  • Graham, P. C., 1976, “Rock exploration for machine manufacturers”, Proceedings Symposium on Exploration for Rock Engineering, Johannesburg, South Africa, Kasım, ss. 173-180.
  • Hamidi, J. K., Shahriar, K., Rezai, B., Rostami, J., 2010, “Performance prediction of hard rock TBM using Rock Mass Rating (RMR) system”, Tunnelling and Underground Space Technology, Cilt 25, Sayı 4, ss. 333-345.
  • Hassanpour, J., Rostami, J., Kamehchiyan, M., Bruland, A., Tavakoli, H.R., 2009, “TBM performance analysis karaj water conveyance tunnel”. Rock Mechanics and Rock Engineering, Cilt 43, Sayı 4, ss. 427-445.
  • Hughes, H.M., 1986, “The relative cuttability of coal-measures stone”, Mining Science and Technology, Cilt 3, Sayı 2, ss. 95-109.
  • Lislerud, A., 1988, “Hard rock tunnel boring: prognosis and costs”, Tunnelling and Underground Space Technology, Cilt 3, Sayı 1, ss. 9-17.
  • Mc-Feat, I., Tarkoy, P. J., 1979, “Assessment of tunnel boring machine performance”, Tunnels and Tunnelling, ss. 33-37. Peach, T., 1994, “TBM optimisation”, World Tunnelling, Nisan, ss. 120-123.
  • Rostami, J., Ozdemir, L., 1993, “A new model for performance prediction of hard rock TBM’s”, Proceedings of Rapid Excavation and Tunneling Conference (RETC), Boston MA, 13-17 Haziran, ss. 793-809
  • Rostami, J., Ozdemir, L., Neil, D. M., 1994, “Performance prediction: a key issue in mechanical hard rock mining”, Mining Engineering, Kasım, ss. 1263-1267.
  • Rostami, J., 2008, “Hard rock TBM cutterhead modeling for design and performance prediction”, Geomechanik und Tunnelbau,Cilt 1, ss. 18-28.
  • Stack, B., 1995, “Encyclopedia of tunnelling mining and drilling equipment”, Mining Hobart Muden Publishing Company, Hobart, Australia, s. 1911.
  • Wijk, G., 1992, “A model of tunnel boring machine performance”, Geotechnical and Geological Engineering, Cilt 10, ss. 19-40.
  • Yagiz, S., 2008, “Utilizing rock mass properties for predicting TBM performance in hard rock condition”, Tunnelling and Underground Space Technology, Cilt 23, Sayı 3, ss. 326-339.
Toplam 24 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular Mühendislik
Diğer ID JA47BG93TE
Bölüm Makaleler
Yazarlar

Deniz Tumaç Bu kişi benim

Bilal Şahin Gümüş Bu kişi benim

Yayımlanma Tarihi 1 Mart 2015
Yayımlandığı Sayı Yıl 2015 Cilt: 3 Sayı: 1

Kaynak Göster

APA Tumaç, D., & Gümüş, B. Ş. (2015). ÜSKÜDAR-ÜMRANİYE-ÇEKMEKÖY METRO TÜNELİNDE KULLANILAN PASA BASINÇLI TÜNEL AÇMA MAKİNESİNİN (EPB-TBM) PERFORMANS ANALİZİ. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi, 3(1), 48-61. https://doi.org/10.15317/Scitech.2015310836
AMA Tumaç D, Gümüş BŞ. ÜSKÜDAR-ÜMRANİYE-ÇEKMEKÖY METRO TÜNELİNDE KULLANILAN PASA BASINÇLI TÜNEL AÇMA MAKİNESİNİN (EPB-TBM) PERFORMANS ANALİZİ. sujest. Mart 2015;3(1):48-61. doi:10.15317/Scitech.2015310836
Chicago Tumaç, Deniz, ve Bilal Şahin Gümüş. “ÜSKÜDAR-ÜMRANİYE-ÇEKMEKÖY METRO TÜNELİNDE KULLANILAN PASA BASINÇLI TÜNEL AÇMA MAKİNESİNİN (EPB-TBM) PERFORMANS ANALİZİ”. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi 3, sy. 1 (Mart 2015): 48-61. https://doi.org/10.15317/Scitech.2015310836.
EndNote Tumaç D, Gümüş BŞ (01 Mart 2015) ÜSKÜDAR-ÜMRANİYE-ÇEKMEKÖY METRO TÜNELİNDE KULLANILAN PASA BASINÇLI TÜNEL AÇMA MAKİNESİNİN (EPB-TBM) PERFORMANS ANALİZİ. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi 3 1 48–61.
IEEE D. Tumaç ve B. Ş. Gümüş, “ÜSKÜDAR-ÜMRANİYE-ÇEKMEKÖY METRO TÜNELİNDE KULLANILAN PASA BASINÇLI TÜNEL AÇMA MAKİNESİNİN (EPB-TBM) PERFORMANS ANALİZİ”, sujest, c. 3, sy. 1, ss. 48–61, 2015, doi: 10.15317/Scitech.2015310836.
ISNAD Tumaç, Deniz - Gümüş, Bilal Şahin. “ÜSKÜDAR-ÜMRANİYE-ÇEKMEKÖY METRO TÜNELİNDE KULLANILAN PASA BASINÇLI TÜNEL AÇMA MAKİNESİNİN (EPB-TBM) PERFORMANS ANALİZİ”. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi 3/1 (Mart 2015), 48-61. https://doi.org/10.15317/Scitech.2015310836.
JAMA Tumaç D, Gümüş BŞ. ÜSKÜDAR-ÜMRANİYE-ÇEKMEKÖY METRO TÜNELİNDE KULLANILAN PASA BASINÇLI TÜNEL AÇMA MAKİNESİNİN (EPB-TBM) PERFORMANS ANALİZİ. sujest. 2015;3:48–61.
MLA Tumaç, Deniz ve Bilal Şahin Gümüş. “ÜSKÜDAR-ÜMRANİYE-ÇEKMEKÖY METRO TÜNELİNDE KULLANILAN PASA BASINÇLI TÜNEL AÇMA MAKİNESİNİN (EPB-TBM) PERFORMANS ANALİZİ”. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi, c. 3, sy. 1, 2015, ss. 48-61, doi:10.15317/Scitech.2015310836.
Vancouver Tumaç D, Gümüş BŞ. ÜSKÜDAR-ÜMRANİYE-ÇEKMEKÖY METRO TÜNELİNDE KULLANILAN PASA BASINÇLI TÜNEL AÇMA MAKİNESİNİN (EPB-TBM) PERFORMANS ANALİZİ. sujest. 2015;3(1):48-61.

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