Hyderabad Metro Railway (India)

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mageba – Project information Hyderabad Metro Railway (India) Project description mageba scope Highlights & facts Hyderabad Metro Rail (HMR) is the world’s mageba is supplying a great number of largest PPP (Public Private Partnership) bearings and expansion joints for the mageba products: construction project. The project, to construction of the metro system. Type: RESTON®POT bearings, construct a new metro rail service for These include 7000 LASTO®BLOCK LASTO®BLOCK bearings, Hyderabad, India’s fourth largest city, is bearings, consisting of blocks of elastomer MIGUTRANS®FSL joints, being implemented in two phases – Phase reinforced by steel plates, which transmit MIGUTEC®KF joints I creating a network with a length of 71 vertical and horizontal forces from the Installation: 2014-2015 km, and Phase II extending this by an superstructure to the substructure while Structure: additional 85 km. accommodating rotations about any axis. City: Hyderabad The system is elevated above ground level, 68 RESTON®POT bearings, designed for Country: India minimising conflicts with other land uses loads of up to 14,280 kN, are also being Completed: 2015 (Phase 1) and forms of transport. Once completed, supplied. The expansion joints being Type: PSC box girder it will be world’s largest elevated metro supplied, of types MIGUTRANS®FSL and elevated metro bridge railway system. It is estimated that HMR MIGUTEC®KF, have a total length of Length: 71 km (Phase 1) will be carrying 1.5 million passengers per approximately 9000 m. Contractor: Larsen & Toubro day by 2017. Owner: Hyderbad Metro Rail Hyderabad, India’s fourth largest city with seven mil- 20 of the LASTO®BLOCK bearings, loaded on a pallet RESTON®POT bearings have proven their worth in lion inhabitants, is located in central India. for delivery to site. many railway viaduct applications. India © 2012 Google Switzerland www.mageba.ch Version 2014.11 CH-EN ©mageba mageba sa - Solistrasse 68 - 8180 Bülach - Switzerland - T +41 44 872 40 50 - [email protected].

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Dynamic Analysis of Metro Rail Supporting Structure
IJISET - International Journal of Innovative Science, Engineering & Technology, Vol. 5 Issue 4, April 2018 ISSN (Online) 2348 – 7968 www.ijiset.com Dynamic Analysis of Metro Rail Supporting Structure Reshma Babu1 and Jobil Varghese2 1Civil Engineering Department, APJ Abdul Kalam Technological University, Mar Baselios Institute of Technology and Science Nellimatam, Ernakulam, India 2 Civil Engineering Department, APJ Abdul Kalam Technological University, Mar Baselios Institute of Technology and Science Nellimatam, Ernakulam, India Abstract stressed concrete „U‟ shaped girders with pile foundations. The accidental loads due to impact, earth quake or blast may Modern rolling stock of 2.9 m wide and having an axle exceed the design load for which the structure is designed in load of 15 tonnes is rolling over the metro. The „U- exceptional cases. In the present day scenario, with increased shaped‟ girder was cast at the Metro Casting Yard vulnerability of structures to such loads, requires some measures at Kalamassery. Fig. 1 shows the circular pillars. The to improve the resistance of the structures. This study presents a numerical study of the response of metro rail supporting structure pillars of 1.6 m diameter need to be located in the median that is the metro pillars under lateral impact load, seismic load of NH for Metro viaduct and span of each girder is 25m. and blast load using, finite element techniques and recommend some retrofitting methods based on a comparative analysis of FRP rib and concrete rib to overcome the adverse effect of impact loads. FRP rib is quite effective, so it can be preferred as a retrofitting method for columns.
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2018-08-07 Hyderabad Metro Rail Records a New High in Ridership
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