Arched girder combined type concrete continuous girder bridge structure

An arch-beam combination and combined technology, which is applied in the direction of arch bridges, bridge forms, bridges, etc., can solve problems such as structural safety and durability deterioration, engineering economic deterioration, and large-scale foundation projects, etc., to improve structural load-bearing efficiency, Improve the bending and shearing capacity of the structure and improve the economical effect of the project

Inactive Publication Date: 2017-07-28
CCCC SECOND HIGHWAY CONSULTANTS CO LTD
View PDF7 Cites 5 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Generally speaking, the main disadvantages of traditional prestressed concrete continuous girder bridges are: (1) The structural load-bearing efficiency is low. When the span is greater than 150m, it is prone to cracking and deflection, and the technical risk increases. The safety and durability of the structure property deterioration, and the economical performance of the project has deteriorated sharply; (2) The superstructure is self-heavy, resulting in large-scale bridge piers and foundation projects

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Arched girder combined type concrete continuous girder bridge structure
  • Arched girder combined type concrete continuous girder bridge structure
  • Arched girder combined type concrete continuous girder bridge structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0030] It should be pointed out that the following detailed description is exemplary and intended to provide further explanation to the present application. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.

[0031] It should be noted that the terminology used here is only for describing specific implementations, and is not intended to limit the exemplary implementations according to the present application. As used herein, unless the context clearly dictates otherwise, the singular is intended to include the plural, and it should also be understood that when the terms "comprising" and / or "comprising" are used in this specification, they mean There are features, steps, operations, means, components and / or combinations thereof.

[0032] As introduced in the background technology, there are (1) low structural load-bearing efficiency in the e...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to view more

PUM

No PUM Login to view more

Abstract

The invention discloses an arched girder combined type concrete continuous girder bridge structure. The arched girder combined type concrete continuous girder bridge structure comprises a plurality of main piers. A pier top stand column and a pier top girder section are arranged at the top of each main pier and connected with two arched girder combined frames arranged on the two sides of the pier top stand column and the pier top girder section. Each arched girder combined frame is composed of a lower string arched box girder and an upper string box girder. The upper string box girders are horizontally arranged and stretch out from the two ends of the pier top girder sections to the two sides of the main piers in the bridge direction. The lower string arched box girders are obliquely arranged and stretch out from the lower ends of the pier top stand columns to the two sides of the main piers in the bridge direction. The lower string arched box girders and the upper string box girders are joined on the two sides of the main piers. The upper string box girders are pulled, the lower string arched box girders are pressed, and therefore the lower string arched box girders and the upper string box girders reach force balance; and the girder axes of the lower string arched box girders arch up, part of bending moment generated by self eight is counteracted, and an arched structure which is mainly pressed and even in stress distribution is achieved.

Description

technical field [0001] The invention relates to the technical field of bridges used in civil engineering, and more specifically relates to an arch-beam combined concrete continuous beam bridge structure, which realizes a new continuous beam bridge structure with greater spanning capacity and better economy form. Background technique [0002] A bridge is a structure for crossing various obstacles (such as rivers or other structures) in highways, railways, urban roads, rural roads, and water conservancy construction. According to the mechanical characteristics of the structure, the bridge can be divided into beam, arch, rigid frame, suspension and composite system. The concrete structure mainly adopts beam, arch and rigid frame system. Concrete continuous girder bridge is a basic bridge type of long-span bridge. Unlike continuous rigid frame bridge pier girder consolidation, the superstructure of continuous girder bridge is connected to the pier by fixed or movable supports,...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to view more

Application Information

Patent Timeline
no application Login to view more
Patent Type & Authority Applications(China)
IPC IPC(8): E01D12/00E01D4/00E01D2/04E01D19/02E01D101/24
CPCE01D12/00E01D2/04E01D4/00E01D19/02E01D2101/24
Inventor 彭元诚
Owner CCCC SECOND HIGHWAY CONSULTANTS CO LTD
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products