28米高杆灯强度符合国际计算书

1、28米高杆灯强度符合国际计算书横向水平风荷载产生的风压（一）、自然条件参数：10米高度风速32M/S,最大风压0.6KN/M!。（二）、杆形结构参数：灯杆：上口径250mm;灯杆的横断截面形状：16边形。灯杆：下口径650mm;灯杆高：27m。灯盘迎风面积：0.2M;单个灯具迎风面积：0.3 M2。灯杆迎风面积：19.3M;灯具9个。公式：（D = 3zX 林 s X （1 z X p 1X（jOo公式中：3：作用在高杆结构单位面积上的风荷载3：基本风压KN/MI; crs：风载体型系数Wz： Z高度处的高度变化系数阴：重观调整系数（3z： Z高度处的风振系数1、基本风压：根据当地气象条件：离

2、地 10米高处风速32m/s,基本风 2、风载体型系数：灯杆为16边形按照GBJ130-90标准，s s=1.13、风压高度变化系数：按B类，即田野空旷系数取风压高度变化系数:表1高度（m）变化系数高度（m）变化系数271.36913.51.09826.51.361131.084261.35212.51.0725.51.344121.056251.33511.51.04224.51.327111.028241.31810.51.01423.51.31101231.3019.50.81822.51.29390.96221.2848.50.9421.51.27680.92211.2677.50.9

3、20.51.25970.9201.256.50.8619.51.23960.84191.2285.50.8218.51.20650.8181.2064.50.817.51.19540.8171.1813.50.816.51.17330.8161.1622.50.815.51.15120.8151.141.50.814.51.12610.8141.1120.50.80.0.81、风振系数公式：B z =1+ S x 8 i x S 2。公式中：B zZ高度的风振系数B脉动增大系数s i脉动和高度系数”一一振型，结构外形影响系数(1)、灯杆的自振周期对于基本振周期0.25s时，应采用风振系数来考虑

4、风压脉动的影响， 本高杆灯配单侧照明灯盘，计算可考虑按单水箱搭的自振周期公式来进行 计算：公式：Ti=3.63Xsqr (H3/) (EX 1) x (M+0.236X P.AH)公式中H:灯杆的高度mA :灯杆的横截面M2m：灯杆高度为H时杆体的质量I：横截面惯性矩m4P:灯杆白密度750kg m4E：弹性模量2E+1 1PaA: 3.14X (D2- (D-t ) -2) /4 一一 一 一 一 2A: 0.01612704 mI : 0.05 x ( D-2X t) -4I : 0.00084688/ m4灯杆的自振周期为T1=1.715613693(2)、脉动增大系数已脉动增大系数根据

5、3。X ti4来选取，即1.78KN S2/ m2(3)、脉动系数和风压高度系数(振型结构外形系数另表2)身度系数风振系数、k 1、 身度系数风振系数270.6021.8613.50.68851.68326.50.6041.85130.6931.678260.6061.8612.50.69751.53325.50.6081.844120.7021.537250.611.83611.50.70651.54124.50.6121.838110.7111.544240.6141.83110.50.71551.54723.50.6161.833100.721.551230.6181.8369.50.7

6、21.55122.50.621.83890.721.397220.6221.8198.50.721.39721.50.6241.81180.721.397210.6261.8027.50.721.39720.50.6281.79370.721.397200.631.7626.580.721.39719.50.63451.74560.721.269190.6391.7515.50.721.26918.50.63451.75550.721.269180.6481.7614.50.721.26917.50.65251.76640.721.269170.6571.7713.50.721.26916.5

7、0.66151.77730.721.269160.6661.6522.50.721.41415.50.67051.65620.721.414150.6751.6611.50.721.41414.50.671.66510.721.414140.6841.6690.50.721.41400.721.414表2:振型结构外形影响系数此系数只考虑灯杆的结构尺寸，查 GBJ135-90相对高度/高度相对口径/ 口径、k 1、 身度结构系数相对高度/高度相对口径/ 口径、k 1、 身度结构系数10.47270.80.50.7413.50.550.980.4826.50.790.480.75130.550.

8、970.49260.7950.470.7612.50.430.950.525.50.780.440.77120.430.930.51250.770.430.7811.50.430.910.5224.50.770.410.79110.430.890.53240.760.390.810.50.430.870.5423.50.760.370.81100.430.850.55230.760.350.829.50.430.830.5622.50.760.330.8390.310.810.57220.740.310.848.50.310.810.5821.50.730.30.8580.310.80.592

9、10.720.280.867.50.310.780.620.50.710.260.8770.310.740.61200.680.240.886.50.210.720.6219.50.660.220.8960.210.70.63190.660.20.95.50.210.690.6418.50.660.190.9150.210.670.65180.660.170.924.50.210.650.6617.50.660.150.9340.210.630.67170.660.130.943.50.210.610.6816.50.660.110.9530.210.60.69160.550.090.962.

10、50.110.570.715.50.550.070.9720.110.560.81150.550.050.981.50.110.540.7214.50.550.040.9910.110.520.73140.550.0210.50.110100.115、重视调整系数p r=1.1每0.5米高度上的受力情况灯杆高度(口迎风面积(叫风压每段受力(KN各段弯矩M(KN- m)2732.4057.215194.8126.50.1451.8270.2657.02260.1481.8250.2707.0225.50.1511.7990.2726.93250.1541.7790.2746.8524.50.15

11、71.7710.2786.81240.161.7520.2806.7323.50.1631.7430.2846.68230.1661.7340.2886.6222.50.171.7250.2936.60220.1731.6950.2936.4521.50.1761.6770.2956.35210.1791.6570.2976.2320.50.1821.6380.2983.11200.1851.5990.2965.9219.50.1881.5690.2955.75190.1911.5610.2985.6618.50.1941.5510.3015.57180.1971.5410.3045.4617

12、.50.21.5320.3065.36170.2031.5220.3095.2516.50.2061.5310.3155.20160.2091.3940.2914.6615.50.2131.3840.2954.57150.2161.3750.2974.4614.50.2191.3610.2984.32140.2221.3470.2994.1913.50.2251.3420.3024.08130.0081.3210.0110.1412.50.2311.1910.2753.44120.2341.1780.2763.3111.50.2371.1660.2763.18110.241.1520.2763

13、.0410.50.2431.1390.2772.91100.2461.1260.2772.779.50.2490.9210.2292.1890.2520.9740.2452.218.50.2560.9530.2442.0780.2590.9330.2421.937.50.2620.9130.2391.7970.2650.8930.2371.666.50.2680.8720.2341.5260.2710.7740.2101.265.50.2740.7550.2071.1450.2770.7370.2041.024.50.280.7370.2060.9340.2830.7370.2090.833.50.2860.7370.2110.7430.2890.7370.2130.642.50.2920.6630.1940.4820.2950.6630.1960.391.50.2990.6630.1980.3010.3020.6630.2000.200.50.3050.6630.2020.1000.3080.6630.2040.00三、灯杆合计弯矩为379.428KN - m四、计算灯杆设计钢