Arch bridge grid beam hoisting displacement control method with small construction disturbance
A technology of displacement control and lattice girder, which is applied in the direction of arch bridges, bridges, bridge construction, etc., can solve the problems of affecting the appearance, driving comfort, bridge overall stress, shortening fatigue life, increasing fatigue damage, etc., and achieves the minimum displacement change of control points And smooth, reduce disturbance, reduce the effect of risk
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[0046] A mid-suspended concrete-filled steel tube arch bridge, see attached figure 1 , due to the hoisting of the bridge deck after the concrete filled steel tube is poured, the pre-lift value of the hoisted lattice beam end and the initial value of the tension of the boom are unknown. In order to determine these parameters, analysis must be carried out. Therefore, this project adopts the new method proposed by the patent Perform optimization analysis control. Calculation model see figure 2 shown. The specific parameter values are as follows:
[0047] Calculate span L=575000mm>500000mm, a=1, b=0, delta=5mm, dest=0mm, m=0, X 0 =[500,500,500,500,500,500,500,500,500,500,500,500,500,500,500,500] T kN,dis 0 =[-55,-76,-77,-70,-57,-38,-12,21,62,111,170,240,323,419,533,670] T mm,dis 01 =[-16,-9,10,44,90,148,220,303,398,503,615,733,853,973,1089,1201] T mm,
[0048]
[0049] A 01 is A 0 The lower triangular matrix of the matrix is not listed in this paper; m=0 (ie no ...
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