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An asymmetric pier and small radius curved bridge

An asymmetric and pier technology, applied in bridges, bridge construction, bridge parts, etc., can solve the problems of large internal force and poor economic effect, and achieve the effect of optimizing lateral internal force, reducing the amount of reinforcement, and rich tension

Active Publication Date: 2020-09-08
CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the pier design for small-radius curved girders still adopts a symmetrical pier structure, which is the same form as a straight bridge. The common ones are column piers or slab piers, and their structural dimensions and reinforcement are compared with those of the same span. Linear girder bridges have higher requirements, greater internal force, and poor economic effect

Method used

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  • An asymmetric pier and small radius curved bridge
  • An asymmetric pier and small radius curved bridge
  • An asymmetric pier and small radius curved bridge

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Embodiment Construction

[0028] The present invention will be described in further detail below in conjunction with the accompanying drawings and embodiments.

[0029] see figure 1 As shown, the embodiment of the present invention provides an asymmetric bridge pier, which is suitable for small-radius curved bridges, including a pier main body 1, and the pier main body 1 includes a pier top 10 and a pier bottom 11; Gradually decreases towards the bottom of the pier 11; the center line of the horizontal bridge of the pier bottom 11 is located between the center line of the horizontal bridge of the pier top 10 and the outer edge of the horizontal bridge of the pier top 10; the edges of the horizontal bridge of the pier bottom 11 are located at the top of the pier 10 bridges between the inner edge and the outer edge.

[0030] The principle of this scheme: the lateral bending moment of the bridge pier is transmitted by the load of the superstructure, and does not generate bending moment or very small bend...

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Abstract

The invention discloses an asymmetric bridge pier which comprises a bridge pier body. The bridge pier body comprises a pier top and a pier bottom, transverse bridge direction width of the bridge pierbody is gradually reduced from the pier top to the pier bottom, a transverse bridge direction central line of the pier bottom is positioned between that of the pier top and the transverse bridge direction outer-side edge of the pier top; the edges on two sides of the transverse bridge direction of the pier bottom are positioned between the transverse bridge direction inner-side edge and the outer-side edge of the pier top. The invention further discloses a small-radius curved bridge. Facade of the bridge pier body is in asymmetric arrangement; when the asymmetric bridge pier is in use, supports are arranged on the inner and outer sides of the pier top along the transverse bridge direction of the bridge pier body, then a box beam is set up, in this way, transverse bending moment when dead load of an upper structure of the box beam is transmitted to a lower structure can be eliminated by adjusting distances of the supports on the inner and outer sides relative to the transverse bridge direction central line of the pier bottom.

Description

technical field [0001] The invention relates to the field of bridge structure design, in particular to an asymmetric bridge pier and a small-radius curved bridge. Background technique [0002] Curved girder bridges are an important part of highway interchanges, urban interchanges, urban viaducts and flyover bridges, and are also an important branch of bridge structures. Compared with conventional linear girder bridges, the remarkable mechanical characteristics of curved girder bridges are that due to the influence of curvature, the arc lengths of the inner and outer girders (webs) are different, and the torsional effect is very significant (especially in the case of small radii), which affects the structural force. It is very large and is an important part of controlling the design of curved girder bridges. The torque of the upper structure is finally transmitted to the lower structure of the bridge through the torsional support of the bridge. Due to the large value of this...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/02E02D27/14
CPCE01D19/02E02D27/14
Inventor 王伟臣蒋波余祥亮林晚兰毛伟琦吴方明涂满明古志达
Owner CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD
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