A method for identifying friction-type high-strength bolts falling off in bar connection nodes

A technology for connecting nodes and high-strength bolts, which is used in the field of truss structure health monitoring and safety performance evaluation, and can solve problems such as difficulty in identifying friction-type high-strength bolts

Inactive Publication Date: 2019-07-30
CHINA UNIV OF MINING & TECH
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Problems solved by technology

[0005] Technical problem: In order to solve the problem that the friction-type high-strength bolts fall off and it is difficult to identify, the present invention proposes a method for identifying the friction-type high-strength bolts falling off in the connecting nodes of the rods, so as to identify whether the friction-type high-strength bolts in the connecting nodes of the rods fall off, and ensure that the frame bridge safety work

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  • A method for identifying friction-type high-strength bolts falling off in bar connection nodes
  • A method for identifying friction-type high-strength bolts falling off in bar connection nodes
  • A method for identifying friction-type high-strength bolts falling off in bar connection nodes

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Embodiment Construction

[0044] The technical solutions of the present invention will be described in detail below.

[0045] A method for identifying friction-type high-strength bolts falling off in a rod connecting node according to an embodiment of the present invention includes the following steps:

[0046] Step 10) Arrange measuring points on the splicing board of the connecting node of the rod member, set a temperature sensor and a fiber grating strain sensor on each measuring point, use the temperature sensor to monitor and collect the temperature field on the connecting node splicing board, and use the fiber grating strain sensor to monitor and collect the temperature field. Acquire the axial strain on the splice plate of the connecting node.

[0047] The step 10) specifically includes: setting the rod connecting nodes to include n rows and m rows of friction bolts, the direction of the rows is the axial direction of the rod, and the direction of the columns is the direction of the cross sectio...

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Abstract

The invention discloses a method for recognizing looseness of a friction type high-strength bolt in rod piece connection nodes, which comprises the steps of 10) arranging measuring points on a rod piece connection node splicing plate, and setting a temperature sensor and a fiber grating strain sensor at each measuring point; 20) building the linear change rate of the axial strain of the position of each measuring point along with the temperature field; 30) establishing a distribution curve of the linear change rate along the cross section of each rod piece; 40) performing integration on each of the established distribution curves to obtain corresponding integral values; 50) calculating a first-order difference absolute value of the adjacent integral values, and enabling the distribution curve along the rod axis direction to serve as a fundamental curve; 60) returning back to the step 20) to obtain a real-time curve of the first-order difference absolute value along the rod axis direction at the rth day; and 70) performing looseness recognition on the bolt by using the difference between the real-time curve and the fundamental curve. The looseness position of the high-strength boltcan be accurately recognized according to the recognition method disclosed by the invention.

Description

technical field [0001] The invention belongs to the field of health monitoring and safety performance evaluation of truss structures, and in particular relates to a method for identifying friction-type high-strength bolts falling off in connecting nodes of rods. Background technique [0002] Among high-speed railway bridges, steel truss bridges are widely used because of their advantages of large span, light weight and strong stiffness. For example, the Guangzhou-Guangzhou-Guangzhou-Guangzhou-Guangzhou Hub Cross-Dongping Waterway Extraordinary Bridge (opened to traffic in 2014), the Beijing-Shanghai high-speed railway Nanjing Dashengguan Yangtze River Bridge (opened to traffic in 2011), and the Tianxingzhou Yangtze River Bridge of the Wuhan-Guangzhou Passenger Dedicated Line (opened to traffic in 2009) . High-speed railway steel truss bridges are generally connected by friction-type high-strength bolts. This connection method transmits the shear force through the friction ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01D21/02
Inventor 王高新叶继红东兆星柳志军
Owner CHINA UNIV OF MINING & TECH
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