Novel deck type arch bridge

A kind of arch bridge, a new type of technology, applied in the field of new top-through arch bridge, to achieve the effect of improving the overall rigidity, improving the structural rigidity, and eliminating the "seesaw" effect

Pending Publication Date: 2018-10-19
GUANGXI UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0007] The purpose of the present invention is to solve the outstanding problems existing in th

Method used

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Examples

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Embodiment

[0096] The span arrangement (main span 445m) of the novel top-supporting arch bridge of this embodiment is the same as that of the Beipanjiang Super Bridge of the Shanghai-Kunming High-speed Railway (total investment of 450 million yuan). Specifically: a new type of upward-supporting arch bridge, mainly composed of an arch rib 1, a main beam 2, a column 4 and a bridge pier 5; the column 4 is arranged between the arch rib 1 and the main beam 2; Several V-shaped structural members 3 are also arranged between the main beams 2, and the V-shaped structural members 3 are arranged continuously and symmetrically from the mid-span to both sides; the V-shaped structural members 3 are mainly composed of two rigid diagonal bars, and the V-shaped structural members 3 The bottom angle θ of the structural member 3 is between 40° and 120°; the top end of the V-shaped structural member 3 is connected to the main beam 2, and the bottom end is connected to the arch rib 1, that is, the V-shaped st...

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Abstract

The invention discloses a novel deck type arch bridge. The novel deck type arch bridge is mainly composed of an arch rib, a main girder, rigid oblique rods, upright columns and bridge piers, wherein the upright columns are arranged between the arch rib and the main girder; a plurality of V-shaped structural parts are also arranged between the arch rib and the main girder, and the V-shaped structural parts are continuously and symmetrically arranged from the midspan position to two sides; and each V-shaped structural part is mainly composed of two rigid oblique rods, and the value of a bottom included angle theta ranges from 40 degrees to 120 degrees. The V-shaped structural parts and the main girder or the arch rib form a triangular structure, and the main girder and the arch rib are constrained by the angular points of the triangular structure to ensure that constrained points fall at the maximum displacement position and the midspan position of the displacement envelope diagram of the arch rib or the main girder of the original structure, thereby enhancing the weak positions of the arch rib and the main girder and also improving the linear rigidity; and furthermore, bending and shear deformation of the structure can also be reduced by continuous arrangement of the V-shaped structural parts. The novel deck type arch bridge can also reduce the rise-to-span ratio and eliminate the 'seesaw' effect of the arch bridge when subjected to the half-span load and is especially suitable for high-speed railway bridges.

Description

technical field [0001] The invention belongs to an arch bridge system, and in particular relates to a novel top-supporting arch bridge. Background technique [0002] Arch bridges are bridges whose main load-bearing components are arch rings or arch ribs that bear axial pressure. The arch structure is composed of arch rings (arch ribs) and their supports. Arch bridges in China were built in the middle and late Eastern Han Dynasty and have a history of more than 1,800 years. The "open-shouldered arch" of Zhaozhou Bridge in Hebei was the first in China. It was built during the Daye period of the Sui Dynasty (605-618 A.D.) and was designed and built by the famous craftsman Li Chun. It has a history of about 1,400 years. It is the earliest and best-preserved ancient open-shouldered stone arch bridge in the world today. The continuous innovation and progress of modern China's arch bridge technology began in the period of reform and opening up. After decades of development and in...

Claims

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Application Information

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IPC IPC(8): E01D4/00
CPCE01D4/00
Inventor 谢肖礼覃霞邓俨峰庞木林欧阳平
Owner GUANGXI UNIV
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