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Vibration reduction design method for constrained damping layer of hydraulic curved steel gate

A curved steel gate, restrained damping technology, applied in design optimization/simulation, calculation, instrument and other directions, can solve problems such as large arm vibration, load effect exceeding material strength, poor vibration reduction effect, etc., to achieve improved calculation accuracy, The effect of reducing the effect of flow shock loading

Inactive Publication Date: 2019-03-15
NORTH CHINA UNIV OF WATER RESOURCES & ELECTRIC POWER
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] Looking at the destructive behavior of arc-shaped steel gates, most of them are due to the excessive vibration of the support arm, which causes the dynamic instability of the support arm or the load effect exceeds the material strength, and then the damage occurs
Tuned mass damping (TMD) vibration reduction is only effective for a certain order of resonance frequency. Because steel gates generally work underwater, the frequency is affected by water head and water depth, and the vibration reduction effect of solid tuned mass damping (TMD) is poor.

Method used

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  • Vibration reduction design method for constrained damping layer of hydraulic curved steel gate
  • Vibration reduction design method for constrained damping layer of hydraulic curved steel gate
  • Vibration reduction design method for constrained damping layer of hydraulic curved steel gate

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Embodiment Construction

[0032] Such as Figure 1-3 As shown, the arc-shaped steel gate includes an arc-shaped panel 1, two suspenders 2 and two arms. The rear surface of the arc-shaped panel 1 is evenly spaced along its height direction with a number of beams 3, and each beam 3 is horizontally aligned along the left and right sides. direction setting, the rear surface of the curved panel 1 is evenly spaced along its width direction with several longitudinal beams 4, each longitudinal beam 4 is in an arc-shaped structure and has the same radian as the curved panel 1, and the two suspenders 2 are arranged obliquely and Parallel to each other, one end of the two suspenders 2 is respectively connected to the rear surface of the curved panel 1, each support arm includes an upper cantilever 5 and a lower cantilever 6, and a web 7 is arranged between the upper cantilever 5 and the lower cantilever 6; A curved steel gate such as figure 1 As shown, the width and height of the curved steel gate are respective...

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Abstract

Provided is a hydraulic radial steel gate constrained damping layer vibration reduction design method. The method comprises the following steps that 1, finite element simulation unit selection is conducted on components of all parts of a radial steel gate, a curved panel adopts a shell unit to simulate the stress state, support arms, beams and longitudinal beams adopt a beam unit to simulate the stress state, hanger rods adopt a rod unit to simulate the stress state, and dynamical property analysis is conducted on the radial steel gate; 2, the equivalent mass of water is calculated by adopting a Westergaard method, and the dynamic property influence of water pressure on the radial steel gate is simulated; 3, structural mode strain energy analysis is conducted on the radial steel gate, it is obtained through analysis that the value of radial steel gate support arm mode strain energy is the maximum value, and by means of a constrained damping layer arranged on the support arm structure of the radial steel gate, a flow-induced load effect of the radial steel gate can be reduced. According to the hydraulic steel radial gate constrained damping layer vibration reduction design method, structural damping of the radial steel gate is increased, and a flow-induced load vibration effect is reduced.

Description

technical field [0001] The invention relates to a vibration reduction design method for a constrained damping layer of a hydraulic arc steel gate. Background technique [0002] The dynamic response of the gate flow-induced load is the product of the coupling between the flow-induced load and the dynamic characteristics of the gate. When the water flow form has been determined and the flow-induced load cannot be changed, adjusting the dynamic characteristics of the gate can effectively reduce the structural dynamic response, and increasing the structural damping is very important. One of the effective, simple and convenient means. [0003] Arc-shaped steel gates are widely used in hydraulic structures due to their light structure, reasonable mechanical performance and small opening and closing force. However, the problem of flow-induced vibration of arc-shaped steel gates is more prominent. Cause damage happens from time to time in hydraulic structures at home and abroad. T...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F17/50
CPCG06F30/23
Inventor 吴泽玉汪志昊
Owner NORTH CHINA UNIV OF WATER RESOURCES & ELECTRIC POWER
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