A method for on-line monitoring and intelligent early warning of inclination angle of tower equipment
A kind of equipment and intelligent technology, which is applied in the direction of alarm, measuring device, surveying and navigation, etc., to achieve the effect of small deviation of measurement data, flexible arrangement of measuring points, and easy realization
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Embodiment 1
[0106] Embodiment 1 is for the tower equipment of equal diameter, equal wall thickness
[0107] like figure 1 As shown, the center A of the top of the tower is taken as the origin, and the central axis of the tower before deformation is taken as the X-axis, and X faces downward. On the section with coordinate x, the wind load concentration is:
[0108]
[0109] The wind bending moment caused by wind load on the section with coordinate x is:
[0110]
[0111] The inclination angle equation is obtained from the approximate differential equation of the mechanical deflection curve of the material:
[0112]
[0113] Combining formula (3) and formula (4), by the boundary condition x=H, θ(H)=0, the inclination angle equation is obtained by integral of formula (4):
[0114]
[0115] For tower equipment with equal diameter and equal wall thickness, the maximum bending moment occurs at the fixed end of the tower, and the inclination angle at the top of the tower is:
[0...
Embodiment 2
[0124] Embodiment 2 is for the tower equipment of equal diameter, unequal wall thickness
[0125] like figure 2 As shown, for tower equipment with equal diameters and different wall thicknesses, the center A of the top of the tower is taken as the origin, and the central axis of the tower before deformation is taken as the X axis, and X faces downward. On the section with coordinate x, the wind load concentration is obtained by formula (2), and the calculation of wind bending moment is obtained by formula (3).
[0126] The bending deformation of a tower vessel with equal diameter and different wall thickness is solved by segmental stiffening method, and the section inclination angle θ of any node i i , when each segment under node i is deformed individually, the cross-sectional rotation angles generated at node i are θ i1 , θ i2 ,...,θ iN . When each segment on the upper side of node i deforms alone, no displacement will occur in the i section, so the superposition princ...
Embodiment 3
[0154] Embodiment 3 inclinometer monitoring inclination calculation
[0155] Step 3 of the present invention, from the top of the tower equipment to the bottom of the tower, inclinometers are installed at each variable section position on the tower body successively, and the position numbers and corresponding inclination angle measurement values of the inclinometers are as follows:
[0156]
[0157]
[0158] according to image 3 As shown, the selected dual-axis inclinometer itself defines the x-axis and y-axis, and its output signals α and β are the deflection angles of the inclinometer around the x-axis and y-axis respectively when placed horizontally. Acceleration sensor output signal g x , g y The relationship between and angles α, β can be given by the following formula:
[0159]
[0160] In the formula, g x , g y Respectively represent the component output of the acceleration of gravity on the x-axis and the y-axis, and g is the acceleration of gravity. ...
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