A new shield-cuttable tunnel wall system has been developed. This system enables a shield tunnelling machine to break in or break out by directly cutting the launch or arrival part of the concrete wall of a vertical shaft with its cutter bits without performing prior ground improvement works and manual demolition. When this system is applied to a column-type diaphragm wall, H-shaped steel piles used as the reinforcement in the wall should be replaced by bit-cuttable mixed-in-place mortar piles reinforced with carbon fibre reinforced polymer (CFRP). In order to connect the grid CFRP reinforcement and the flange of H-shaped steel, a specially designed mechanical splice has been developed. Tension tests of the mechanical splices were carried out to investigate their mechanical behaviour. The mechanical splice was applied to the newest subway tunnel in Tokyo.
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January 2004
Research Article|
January 01 2004
Mechanical splice of grid carbon fibre-reinforced polymer reinforcement and steel plate Available to Purchase
K. Sekijima;
K. Sekijima
General Manager
Kurasoku Kensetsu Consultant Co. Ltd.
Tokyo, Japan
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T. Kuhara;
T. Kuhara
Manager
Civil Engineering Division, Shimizu Corporation
Tokyo, Japan
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S. Seki;
S. Seki
Manager
Civil Engineering Division, Shimizu Corporation
Tokyo, Japan
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T. Konno
T. Konno
Technology Department, Asahi Glass Matex Co. Ltd.
Kanagawa, Japan
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Publisher: Emerald Publishing
Received:
November 05 2002
Accepted:
February 11 2003
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2004 Thomas Telford Ltd
2004
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2004) 157 (1): 63–68.
Article history
Received:
November 05 2002
Accepted:
February 11 2003
Citation
Sekijima K, Kuhara T, Seki S, Konno T (2004), "Mechanical splice of grid carbon fibre-reinforced polymer reinforcement and steel plate". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 157 No. 1 pp. 63–68, doi: https://doi.org/10.1680/stbu.2004.157.1.63
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