Displacement control method for hoisting lattice girders of arch bridge with small construction disturbance
A displacement control, lattice beam technology, applied in the direction of arch bridges, bridges, bridge construction, etc., can solve the problems of affecting the overall appearance of the bridge, driving comfort, increase fatigue damage, shorten fatigue life and other problems, and achieve great practical engineering application value. , the effect of reducing disturbance and reducing 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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