An Experimental Study on Development of the Connection System of Concrete Barriers Applicable to Modular Bridge
Although many studies on the assembly technology of
the bridge construction have dealt mostly with on the pier, girder or the
deck of the bridge, studies on the prefabricated barrier have rarely been
performed. For understanding structural characteristics and
application of the concrete barrier in the modular bridge, which is an
assembly of structure members, static loading test was performed.
Structural performances as a road barrier of the three methods,
conventional cast-in-place(ST), vertical bolt connection(BVC) and
horizontal bolt connection(BHC) were evaluated and compared
through the analyses of load-displacement curves, strain curves of the
steel, concrete strain curves and the visual appearances of crack
patterns. The vertical bolt connection(BVC) method demonstrated
comparable performance as an alternative to conventional
cast-in-place(ST) while providing all the advantages of prefabricated
technology. Necessities for the future improvement in nuts
enforcement as well as legal standard and regulation are also
addressed.
[1] Ministry of Construction and Transportation, "Road Safety Facilities
Installation and Management Guidelines : Safety Barriers", 2001
[2] Ministry of Construction and Transportation, "Concrete Structural
Design Criteria", 2008
[3] Ministry of Land, Transport and Maritime Affairs, "Bridge Design
Manual", 2008
[4] Korean Society of Civil Engineers, "Bridge Design Specification", 2003
[5] Expressway & Transportation Research Institute, "A Study on the Design
and the Performance Improvement of Cantilever Part in Bridge Deck with
Concrete Rigid Barrier, 2004
[6] S. J. Chun, "Static Test of Precast Concrete Barrier - I. Ultimate Behavior
and Test Level", journal of KSCE, vol. 27, No. 6A, pp. 891~899, 2007
[7] S. J. Chun, "Static Test of Precast Concrete Barrier - II. Analysis of the
Measured Data", journal of KSCE, vol. 27, No. 6A, pp. 902~908, 2007
[8] AASHTO, "LRFD Bridge Design Specification", 2007
[9] FHWA, "F-Shape Concrete Traffic Barrier with Quick-Bolt Connection",
2009
[1] Ministry of Construction and Transportation, "Road Safety Facilities
Installation and Management Guidelines : Safety Barriers", 2001
[2] Ministry of Construction and Transportation, "Concrete Structural
Design Criteria", 2008
[3] Ministry of Land, Transport and Maritime Affairs, "Bridge Design
Manual", 2008
[4] Korean Society of Civil Engineers, "Bridge Design Specification", 2003
[5] Expressway & Transportation Research Institute, "A Study on the Design
and the Performance Improvement of Cantilever Part in Bridge Deck with
Concrete Rigid Barrier, 2004
[6] S. J. Chun, "Static Test of Precast Concrete Barrier - I. Ultimate Behavior
and Test Level", journal of KSCE, vol. 27, No. 6A, pp. 891~899, 2007
[7] S. J. Chun, "Static Test of Precast Concrete Barrier - II. Analysis of the
Measured Data", journal of KSCE, vol. 27, No. 6A, pp. 902~908, 2007
[8] AASHTO, "LRFD Bridge Design Specification", 2007
[9] FHWA, "F-Shape Concrete Traffic Barrier with Quick-Bolt Connection",
2009
@article{"International Journal of Architectural, Civil and Construction Sciences:49873", author = "Seung-Kyung Kye and Sang-Seung Lee and Dooyong Cho and Sun-Kyu Park", title = "An Experimental Study on Development of the Connection System of Concrete Barriers Applicable to Modular Bridge", abstract = "Although many studies on the assembly technology of
the bridge construction have dealt mostly with on the pier, girder or the
deck of the bridge, studies on the prefabricated barrier have rarely been
performed. For understanding structural characteristics and
application of the concrete barrier in the modular bridge, which is an
assembly of structure members, static loading test was performed.
Structural performances as a road barrier of the three methods,
conventional cast-in-place(ST), vertical bolt connection(BVC) and
horizontal bolt connection(BHC) were evaluated and compared
through the analyses of load-displacement curves, strain curves of the
steel, concrete strain curves and the visual appearances of crack
patterns. The vertical bolt connection(BVC) method demonstrated
comparable performance as an alternative to conventional
cast-in-place(ST) while providing all the advantages of prefabricated
technology. Necessities for the future improvement in nuts
enforcement as well as legal standard and regulation are also
addressed.", keywords = "Modular Bridge, Concrete Barrier, Bolt Connection", volume = "6", number = "5", pages = "289-7", }