Structure wave force measuring method for sea-crossing bridge

A technology for bridge structures and structures, which is used in the testing of machines/structural components, measuring devices, measuring fluid pressure, etc. question

Pending Publication Date: 2021-03-30
NANJING HYDRAULIC RES INST
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Problems solved by technology

[0003] Due to the large size of the bridge structure in practice and the large wave force on the structure, it is almost impossible to directly measure the total wave force on the structure on site. The measurement method has certain requirements on the location of the measuring points. If the location of the measuring points is not reasonable enough, it cannot reflect the change law of the surface pressure, and finally the accuracy of the total wave force is not high.

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  • Structure wave force measuring method for sea-crossing bridge
  • Structure wave force measuring method for sea-crossing bridge
  • Structure wave force measuring method for sea-crossing bridge

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Embodiment Construction

[0032] In order to make the purpose, technical solution and advantages of the present application clearer, the present application will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present application, and are not intended to limit the present application.

[0033] In one embodiment, such as figure 1 As shown, a method for measuring the wave force of a structure of a cross-sea bridge is provided, which is applied to a server for description, including the following steps:

[0034] Step S220, when the command for analyzing the total wave force of the structure is triggered, according to the analysis period specified in the command for analyzing the total wave force of the structure, each measurement signal is obtained, and each measurement signal is respectively obtained from each measurement point on the surface of the cross-s...

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Abstract

The invention relates to a structure wave force measuring method for a sea-crossing bridge. The method comprises: when a structure wave total force analysis instruction is triggered, acquiring all measurement signals according to an analysis time period specified in the structure wave total force analysis instruction, and acquiring all the measurement signals in real time through pressure sensorspasted to all measurement points on the surface of the sea-crossing bridge structure; processing and analyzing each measurement signal to obtain pressure data of each measurement point at the same moment; and according to the pressure data of each measuring point, performing integration along the surface of the sea-crossing bridge structure to obtain the total wave force of the structure, and acquiring on-site measuring signals in real time based on pressure sensors pasted on the measuring points on the surface of the sea-crossing bridge structure to obtain the total wave force of the structure. The measurement accuracy of the total wave force borne by the measurement structure is improved, and damage to a sea-crossing bridge structure is small.

Description

technical field [0001] The present application relates to the technical field of on-site hydrodynamic measurement, in particular to a method for measuring wave force of structures of cross-sea bridges. Background technique [0002] In recent years, the construction of cross-sea bridges has developed rapidly. For long-distance cross-sea bridges, a combination of artificial islands and bridges is often used, such as the Hong Kong-Zhuhai-Macao Bridge. However, due to the obvious influence of the terrain, there is no mature calculation method for the total wave force on the bridge foundation and beam body at the junction of the island bridge, and there is a lack of first-hand on-site prototype observation data. Although it can be studied through physical model tests, there is a certain scale effect in model tests. Therefore, it is necessary to carry out on-site observation and supplement the first-hand on-site observation data in order to guide the design of similar sea-crossin...

Claims

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Application Information

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IPC IPC(8): G01L11/00G01M10/00
CPCG01L11/00G01M10/00
Inventor 潘军宁刘清君琚烈红王登婷黄哲孙天霆曾成杰孙忠斌沈雨生杨氾王强何杰王兴刚
Owner NANJING HYDRAULIC RES INST
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