Machining method of steel plate girder
A processing method and technology of steel plate beams, applied in bridges, buildings, etc., can solve problems such as shortening the construction period, and achieve the effects of reducing welding workload, easy to ensure welding quality, and reducing costs.
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Embodiment 1
[0040] A method for processing steel plate girders, comprising the following steps:
[0041] Step 1: Obtain integrally rolled steel plate girder 1 through integral rolling, such as Figure 3-Figure 4 As shown, at this time, there is no fillet weld between the web plate and the flange plate of the integrally rolled steel plate girder 1, which reduces the weak link of the structure under stress.
[0042] Step 2: If Figure 5 As shown, the web of the overall rolled steel plate girder 1 is cut according to the cutting track 2 to form two unit plates 11 . Among them, such as Image 6 As shown, the cutting track 2 includes several track units 21 connected to each other, and each track unit 21 includes a high cutting line 22 and a low cutting line 23, connecting the high cutting line 22 and the low cutting line. The connection cutting line 24 of the line 23, the high cutting line 22 and the low cutting line 23 are both horizontal lines, and the lengths of the high cutting line 22 ...
Embodiment 2
[0047] The difference between this embodiment and embodiment 1 is that, as Figure 10 As shown, when cutting the web of the integrally rolled steel plate girder 1, the distance between the high cutting line 22 and the flange plate of the integrally rolled steel plate girder 1 is not equal to the low cutting line 23 distances from the flange plate of the overall rolled steel plate girder 1, i.e. D1≠D2, at this time, the purpose of the invention can also be achieved, and the steel plate girder (such as Figure 11 shown), however, at this time, the cavity is set eccentrically relative to the horizontal centerline of the steel plate girder, which may affect the overall performance and structural strength of the steel plate girder.
Embodiment 3
[0049] The difference between this embodiment and embodiment 1 is that, as Figure 12 As shown, when cutting the web of the integrally rolled steel plate girder 1, the connecting cutting line 24 is a vertical line. At this time, the processed steel plate girder with increased beam height is as follows: Figure 13 As shown, the cavity formed by it is rectangular, which can also achieve the purpose of the invention.
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