Reconstruction Design Method of Line Plane Alignment on Railway Bridge
A design method and technology of railway bridges, applied in design optimization/simulation, calculation, instruments, etc., can solve problems such as inability to adapt to high-speed railway maintenance and repair work, circular curve radius, large deviation of relaxation curve, and large calculation workload. Achieve the effects of strong reusability, less calculation, and smooth lines
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Embodiment 1
[0041] figure 1 The flow chart of the design method for line plane alignment reconstruction on the railway bridge provided by this embodiment, figure 2 Schematic diagram of the design principle of line plane alignment reconstruction on the railway bridge, refer to figure 1 and figure 2 , the method includes:
[0042] S1 uses a total station to measure the coordinates of the center line of the track on the railway bridge, and divides the straight and curved sections of the measured line.
[0043] The plane alignment of the ballast track on the bridge is generally simple curve, and the line adopts the combination of "straight line-curve-straight line". In the plane reconstruction design of the existing line on the bridge, the total station is used to measure the coordinates of the center line of the track on the railway bridge, and the line plane is reconstructed by using the center line of the line. Carry out the identification of line plane feature points.
[0044] Comb...
Embodiment 2
[0149] This embodiment is an embodiment of simulation using the method for reconstructing the plane line shape of the railway bridge of the present invention. In order to verify the rationality of the reconstruction method proposed by the present invention, typical work points are selected to carry out the plane reconstruction design of the line. The total length of the line is 1.94km. According to the line plane constraint requirements given in TB10098-2017 (railway line design specification), the line should meet the following constraint requirements:
[0150] 1. Minimum length of circular curve or straight line: 80m;
[0151] 2. Minimum radius of circular curve: 400m;
[0152] 3. Minimum transition curve length: 40m, rounded to 1m accuracy;
[0153] 4. The allocated amount of the designated measuring point is less than the allowable value of the allocated amount (there is no such requirement in Embodiment 2).
[0154] The following table 1 is the coordinates of the actual...
Embodiment 3
[0167] This embodiment is an embodiment of simulation using the method for designing line plane alignment reconstruction on a railway bridge according to the present invention, and a typical work point 2 is selected for line plane reconstruction design. The total length of the line is 2.52km, and the entire line is laid on the bridge. The line contains a curve. The first three constraints of the line are the same as those in the reconstruction example 2. The curve part of the line is affected by the building limit, and the measurement points on the curve are required to be less than 50mm. .
[0168] Among them, Table 5 is the original coordinates of the measuring points measured by the total station, Table 6 is the reconstructed line dial, the bold part is the dial of the measuring point in the curve part, Table 7 is the reconstructed line curve elements, and Table 8 is reconstructed curvilinear coordinates, Figure 19 Curvature map of the line before and after reconstruction...
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