CONTINUOUS CONCRETE SUPPORTS STRENGTHEN HONG KONG'S UNDERGROUND TRACKS
Settlement and lateral distortion of supports have always plagued conventional rail support systems. A method devised to solve these problems has been employed in the construction of 15.5 km of double track in Hong Kong's underground railway. With the system the "Pandrol" shoulders are cast precisely into the rail supporting plinth. The Pandrol shoulders are held in position by "Pandrol support bars" while the concrete sets. It is these support bars which form the key to the system. Two pairs of Pandrol shoulders are held in position on the Pandrol support bar by simple pins. The Pandrol support bars are clipped to modified conventional plinth forms. These forms are relatively inexpensive to fabricate and are made in short lengths. The method has three major advantages: the forms can accommodate normal railway curves; the forms can readily be transported down small shafts and accesses; and the system is flexible and can be assembled in short lengths on several headings or in long lengths as desired.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/0041414X
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Corporate Authors:
Morgan-Grampian Limited
30 Calderwood Street
London SE18 6QH, England -
Authors:
- Cunliffe, JWF
- Publication Date: 1979-11
Media Info
- Pagination: p. 50-52
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Serial:
- Tunnels & Tunnelling International
- Volume: 11
- Issue Number: 9
- Publisher: Progressive Media Markets, Ltd
- ISSN: 0041-414X
Subject/Index Terms
- TRT Terms: Concrete construction; Concrete slab track; Concrete structures; Continuous welded rail; Rail (Railroads); Rail fasteners; Railroad tracks; Railroads; Rapid transit; Structural supports; Subways; Track components; Track laying; Tunneling
- Geographic Terms: Hong Kong (China)
- Old TRIS Terms: Track structures; Track support structures; Tunnels and tunneling
- Subject Areas: Bridges and other structures; Construction; Public Transportation; Railroads;
Filing Info
- Accession Number: 00312115
- Record Type: Publication
- Source Agency: Engineering Index
- Files: TRIS
- Created Date: Jul 22 1981 12:00AM