Unlock instant, AI-driven research and patent intelligence for your innovation.

A method for evaluating the service life of expansion joints in cable-supported bridges

A technology for life evaluation and expansion joints, which is applied in the field of bridge expansion joints, and can solve the problems of expansion joint service life errors and single considerations

Active Publication Date: 2021-02-05
ANHUI TRANSPORTATION HLDG GRP CO LTD
View PDF11 Cites 0 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

According to the statistics of many places, although the cost of expansion joints is less than 1% of the bridge construction cost, 16% of the defects in the operation process occur in expansion joints, and the related maintenance costs of expansion joints exceed 20% of the total maintenance costs. Does not include indirect losses caused by traffic interruption, severe vehicle vibration, etc.
[0005] At present, a large amount of accumulative displacement data of beam ends of expansion joints has been obtained in years of analysis and research on expansion joints of bridges. The above data are extremely important for judging the operating status of expansion joints. However, the monitoring data of the current bridge health monitoring system will be affected by various The impact of various external noises, and the consideration of factors is relatively simple, which makes the calculation of the remaining service life of the expansion joint a large error

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
  • A method for evaluating the service life of expansion joints in cable-supported bridges
  • A method for evaluating the service life of expansion joints in cable-supported bridges
  • A method for evaluating the service life of expansion joints in cable-supported bridges

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0037] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention.

[0038] The expansion and contraction of concrete girder bridges can be calculated according to the provisions of Article 8.6.2 of JTFJTG D62-2004, and can also be calculated and rechecked according to the following simplified formula:

[0039] Calculation of beam body design expansion and contraction displacement:

[0040]

[0041] Where: ΔL 0 ——Basic telescopic displacement;

[0042] ——Margin amount (considering the expansion and contraction displacement caused by uncertain factors)

[0043] Calculation of basic telescopic displacement:

[0044] ΔL 0 =ΔL t +ΔL s +ΔL c +R

[0045] Where: ΔL t - the expansion and contraction of the beam body caused by te...

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 relates to the technical field of bridge expansion joints, in particular to a method for evaluating the service life of an expansion joint of a cable-supported bridge, which includes obtaining an average time length for calculating the cumulative displacement of the expansion joint through a Fourier transform method, and calculating the estimated value A of the remaining service life of the expansion joint. ; Establish a correlation model between the average longitudinal displacement D of the expansion joint and the effective temperature T of the main girder within the average duration, and determine whether the average longitudinal displacement D of the expansion joint caused by the change of the effective temperature T of the main girder exceeds the design value, and The number of records exceeded is N 1 ; Take the average time as the test section, establish the change curves of the average longitudinal displacement D of the expansion joint and the effective temperature T of the main beam respectively, and record the number of intersection points of the two curves as N 2 ; Revise the estimated value A of the remaining service life of the expansion joint. The technical solution of the present invention effectively solves the influence of signal noise on the calculation of cumulative displacement, and comprehensively considers the correlation between displacement and temperature, thereby making the calculation of the service life of the expansion joint more accurate.

Description

technical field [0001] The invention relates to the technical field of bridge expansion joints, in particular to a method for evaluating the service life of cable-supported bridge expansion joints. Background technique [0002] Expansion joints are an important part of a bridge. It connects different bridge sections into a bridge as a whole, and helps to avoid excessive effects of external loads such as temperature and wind on the overall structure of the bridge, thereby effectively protecting the safety of the bridge structure. Bridge expansion joints accommodate the deformation of the bridge deck due to factors such as concrete creep and shrinkage, ambient temperature fluctuations, and traffic loads. [0003] However, expansion joints are also the accessories that bear the largest dynamic load in the bridge structure. It must bear various complex dynamic loads and impacts of different magnitudes; Physical and chemical erosion, so the expansion joint is the most vulnerable...

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 Patents(China)
IPC IPC(8): G06F30/20G06F119/08G06F119/10G06F119/04
CPCG06F2119/08G06F2119/10G06F30/20
Inventor 张尤平张立奎肖益民曹威张小丹蔡传勇韦国志李阿坦杨洋刘守苗张宇峰承宇徐一超
Owner ANHUI TRANSPORTATION HLDG GRP CO LTD
Features
  • R&D
  • Intellectual Property
  • Life Sciences
  • Materials
  • Tech Scout
Why Patsnap Eureka
  • Unparalleled Data Quality
  • Higher Quality Content
  • 60% Fewer Hallucinations
Social media
Patsnap Eureka Blog
Learn More