Traffic sign board with hollow layout and design method thereof
A technology of signs and layouts, applied in road signs, traffic signals, design optimization/simulation, etc., can solve the problems of large rod and foundation size, large wind load, etc., and achieve the effect of reducing wind load, quantity and size
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Embodiment 1
[0093] Such as figure 1 and Figure 3 to Figure 5 As shown, the traffic sign board with a hollow layout includes a sign board main body 1 and a column 2; the lower end of the column 2 and the column foot 3 are connected by a flange;
[0094] Wherein, the main body 1 of the signboard is provided with a hollow.
[0095] Such as image 3 As shown, in some embodiments, the hollow is in the shape of a stroke, that is, a through hole that occupies more than 150% of the main body of the signboard and is completely connected;
[0096] The hollowing out divides the main body 1 of the signboard into two plates which are connected into one body through a fixed connection.
[0097] In some embodiments, the fixed connection is welding.
[0098] Such as Figure 4 As shown, in some embodiments, the hollowing includes more than two through holes penetrating through both sides of the main body 1 of the signboard.
[0099] In some embodiments, the through holes are circular holes, polygon...
Embodiment 2
[0172] Take 50% of the hollowness as an example for calculation.
[0173] 1) Calculation of wind load
[0174] ① Sign wind load
[0175] f wb =1.04×1.39A 标 kN=1.45A 标 kN=9.135kN
[0176] ② Column wind load
[0177] f wp =0.693×1.39A 柱 kN=0.963A 柱 kN = 2.754kN
[0178] ③ Wind load on exposed beams
[0179] f wh =0.693×1.39A 梁 kN=0.963A 梁 kN = 0.202kN
[0180] 2) Calculation of 3F rod mark member
[0181] The specification of the column of the 3F pole sign is D325-12mm, the height is 8800mm, the material is Q355B, and the density is 78.5kN / m3. Alloy plate, the mass per unit area of sign plate is 13.26kg / ㎡.
[0182] Logo layout gravity: G 1 =A*W 1 *g*1.1=0.901(KN);
[0183] Beam layout gravity: G 2 ==5.054(KN);
[0184] Column Gravity: G 3 =8.787(KN).
[0185] The total gravity of the upper structure of the sign is G=G 1 +G 2 +G 3 = 14.742 (KN).
[0186] 3) Design and calculation of the beam
[0187] Since the materials and specifications of the thre...
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