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Method for quickly evaluating transverse force transmission capacity of hollow slab girder bridge hinge joint

A technology for hollow slab girders and hinge joints, which is applied in the field of rapid evaluation of the lateral force transmission capacity of hollow slab girder bridge hinge joints, which can solve structural service state evaluation, difficulty in simulating the real function of the structure, and inability to ensure the accuracy of the analysis and the rationality of the data, etc. question

Active Publication Date: 2019-06-25
ANHUI TRANSPORTATION HLDG GRP CO LTD +1
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Hinge joint disease or damage is a manifestation of the appearance of the structure. If there is a lack of relevant knowledge reserves on the relationship between the appearance of the structure and the internal mechanical state of the structure, it is still difficult for the maintenance personnel to determine the service state of the structure based only on the inspection results of the appearance. Make correct assessments and take targeted measures
In addition, these diseases are closely related to time factors. Although some scholars have used laboratory accelerated tests or finite element analysis techniques to take into account the influence of time factors on structures, it is still difficult to simulate the real effects of long-term service on structures and cannot ensure the accuracy of the analysis. validity and plausibility of the data

Method used

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  • Method for quickly evaluating transverse force transmission capacity of hollow slab girder bridge hinge joint
  • Method for quickly evaluating transverse force transmission capacity of hollow slab girder bridge hinge joint
  • Method for quickly evaluating transverse force transmission capacity of hollow slab girder bridge hinge joint

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Embodiment Construction

[0051] like image 3 As shown, a rapid evaluation method for the lateral force transmission capacity of the hinge joints of hollow slab girder bridges includes the following steps:

[0052] The first step is to investigate the main girders of the hollow slab girders to be evaluated, and determine the target hinge joints on the girder bridges to be evaluated; weigh the loaded vehicles, and record the axle load f of each loaded vehicle j According to the load test procedure, record the plate number of each axle acting on the hollow slab girder bridge in the transverse direction, carry out the load test on the sample of the hollow slab girder bridge, and measure the target hinge joint J i,i+1 The relative vertical displacement of the two ends of adjacent hollow slabs on both sides and

[0053] The second step is to calculate the vertical value of the horizontal distribution curve σ according to the design drawings of the bridge to be assessed and the hinged plate method ij ...

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Abstract

The invention discloses a method for quickly evaluating the transverse force transmission capacity of a hollow slab girder bridge hinge joint. The method comprises: firstly, measuring points are arranged on the two sides of a hinge joint of the hollow slab girder bridge; further, the relative vertical deflection of the measuring point position in the load test is obtained; substituting the proposed hinge joint rotation stiffness calculation formula and the proposed hinge joint shear stiffness calculation formula, solving the actually measured rotation stiffness and the actually measured shearstiffness of the hinge joint as evaluation indexes of the hinge joint transverse force transmission capacity, and quickly evaluating the hinge joint transverse force transmission capacity according todifferent threshold ranges of the proposed evaluation indexes. The method can also be used in related standard systems for bridge reinforcement, that is, the hollow slab bridge hinge joint is rapidlyevaluated through the method, and the degree of beam reinforcement needing to be carried out is judged according to the evaluation result.

Description

technical field [0001] The invention relates to the technical field of bridge construction engineering, in particular to a rapid evaluation method for the transverse force transmission capacity of hinge joints of hollow slab girder bridges. Background technique [0002] Among the highway and bridge construction projects in my country, the prefabricated hollow slab girder bridge was applied the earliest. As a low-slung building bridge, it has the advantages of simple structure, clear force, convenient construction, and high clearance under the bridge. It is a very economical bridge structure and has been widely used in 8-25m span bridges. According to statistics, the application proportion of hollow slab girder bridges in most highways is greater than 50%, and some even reach more than 90% (including main lines, ramps and overspan bridges). Highway management and maintenance work is particularly important. [0003] However, with the continuous increase of service time, the ...

Claims

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Application Information

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IPC IPC(8): G06F17/50
Inventor 段海澎熊文孙敦华孙海鹏王子琛曹皓李绍华刁凯赵福利耿超姚伟发郭彤叶见曙
Owner ANHUI TRANSPORTATION HLDG GRP CO LTD
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