2014World BridgesRequires access

Design of Guangya Bridge in Liuzhou City

Huang Jia-jia

Open publisher page 0 citations

Abstract

With a view to suit the aesthetic and functional requirements of urban bridges,the Guangya Bridge in Liuzhou city is designed as a gull-shaped steel box arch bridge.The main bridge,with span arrangement of(63+2×210+63)m,is a half-through steel box arch bridge which has two continuous spans of arches.The main bridge belongs to a rigid-frame tied arch bridge structure system,the two arch ribs are connected transversely by lateral bracings only at the level of bridge deck,and secondary arch ribs are added to the side spans.The arch ribs adopt the catenarian steel box arch with variable cross section and with a net rise-to-span ratio of 1/4. The triangular oblique rigid-frame legs are the extension of the main span arch ribs with the same geometrical shape.The main girder adopts the orthotropic grillage deck system formed of stringers and transverse beams,with opening on the base plates.A number of 32pairs of hangers,which are composed of steel strands with epoxy coatings and extruded to take shape from a whole bundle of strands,are installed with a spacing of 9malong the bridge length.Besides,a number of 8tie bars,also made up of steel strands with epoxy coatings and extruded into shape from a whole bundle of strands are installed.The MIDAS software was used to set up the spatial model of the main bridge to calculate its mechanical performance.The results of the calculation show that the strength,rigidity and stability of the bridge all meet the requirements.

About this research paper

What this paper is about

With a view to suit the aesthetic and functional requirements of urban bridges,the Guangya Bridge in Liuzhou city is designed as a gull-shaped steel box arch bridge.The main bridge,with span arrangement of(63+2×210+63)m,is a half-through steel box arch bridge which has two continuous spans of arches.The main bridge belongs to a rigid-frame tied arch bridge structure system,the two arch ribs are connected transversely by lateral bracings only at the level of bridge deck,and secondary arch ribs are added to the side spans.The arch ribs adopt the catenarian steel box arch with variable cross section and with a net rise-to-span ratio of 1/4. The triangular oblique rigid-frame legs are the extension of the main span arch ribs with the same geometrical shape.The main girder adopts the orthotropic grillage deck system formed of stringers and transverse beams,with opening on the base plates.A number of 32pairs of hangers,which are composed of steel strands with epoxy coatings and extruded to take shape from a whole bundle of strands,are installed with a spacing of 9malong the bridge length.Besides,a number of 8tie bars,also made up of steel strands with epoxy coatings and extruded into shape from a whole bundle of strands are installed.The MIDAS software was used to set up the spatial model of the main bridge to calculate its mechanical performance.The results of the calculation show that the strength,rigidity and stability of the bridge all meet the requirements.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

With a view to suit the aesthetic and functional requirements of urban bridges,the Guangya Bridge in Liuzhou city is designed as a gull-shaped steel box arch bridge.The main bridge,with span arrangement of(63+2×210+63)m,is a half-through steel box arch bridge which has two continuous spans of arches.The main bridge belongs to a rigid-frame tied arch bridge structure system,the two arch ribs are connected transversely by lateral bracings only at the level of bridge deck,and secondary arch ribs are added to the side spans.The arch ribs adopt the catenarian steel box arch with variable cross section and with a net rise-to-span ratio of 1/4. The triangular oblique rigid-frame legs are the extension of the main span arch ribs with the same geometrical shape.The main girder adopts the orthotropic grillage deck system formed of stringers and transverse beams,with opening on the base plates.A number of 32pairs of hangers,which are composed of steel strands with epoxy coatings and extruded to take shape from a whole bundle of strands,are installed with a spacing of 9malong the bridge length.Besides,a number of 8tie bars,also made up of steel strands with epoxy coatings and extruded into shape from a whole bundle of strands are installed.The MIDAS software was used to set up the spatial model of the main bridge to calculate its mechanical performance.The results of the calculation show that the strength,rigidity and stability of the bridge all meet the requirements.

Key concepts: Structural engineering, Arch, Deck, Beam bridge, Engineering, Span (engineering), Rigid frame, Bridge (graph theory)

Related papers

Back to paper searchBrowse research topicsOriginal source
Design of Guangya Bridge in Liuzhou City — Research Paper | ScholarLens