钢铝格栅板重量表

600

75090010501200135015001650180019502100225024002550270028503000U 2846.001456.20748.13402.92235.38146.2195.2664.4544.9332.0923.3517.2512.889.697.31 5.51 4.13D 3 3.75444444444444444C 1067.68682.87420.99264.53176.61123.4289.3466.4950.5739.1230.6724.2719.3315.4512.349.827.74D 3 3.75444444444444444U 2238.19

1145.07588.15316.64184.86114.7374.6550.4235.0724.9718.1013.309.867.35 5.48 4.06 2.97D 3 3.75444444444444444C 839.66536.97330.97207.88138.7096.8470.0252.0139.4730.4423.7618.7114.8011.729.257.24 5.58D 3 3.75444444444444444U 1723.71

881.73452.76243.62142.1288.1057.2338.5726.7418.9613.679.977.33 5.39 3.95 2.86 2.02D 3 3.75444444444444444C 646.65413.48254.78159.94106.6374.3753.6839.7930.1023.1217.9514.0310.998.60 6.67 5.10 3.79D 3 3.75444444444444444U 1294.78

662.19339.90182.77106.5165.9342.7328.7119.8213.9810.007.23 5.24 3.78 2.70 1.88 1.25D 3 3.

75444444444444444C 485.74310.53191.27119.9979.9255.6540.0829.6222.3117.0413.1410.177.86 6.03 4.56 3.35 2.35D 3 3.75444444444444444U 943.63482.47247.52132.9877.3847.7930.8920.6614.199.937.03 5.00 3.55 2.49 1.70 1.110.65D 3 3.75444444444444444C 354.00226.25139.2987.3058.0640.3428.9721.3215.9712.109.237.04 5.33 3.98 2.88 1.97 1.21D 3 3.75444444444444444

U 662.48338.59173.5893.1354.0933.3121.4314.259.70 6.71 4.67 3.25 2.23 1.490.930.52D 3 3.7544444444444444C 248.53158.7897.6861.1440.5828.1120.1014.7010.928.18 6.14 4.57 3.35 2.37 1.580.92D 3 3.7544444444444444

U 397.45203.12104.1155.8432.4119.9512.828.51 5.78 3.99 2.77 1.91 1.300.860.52D 3 3.754444444444444C 149.1095.2558.5936.6624.3216.8412.038.78 6.51 4.86 3.63 2.69 1.96 1.370.88D 3 3.754444444444444U 443.55226.57116.0362.1335.9722.0514.109.29 6.24 4.24 2.87 1.92 1.240.740.37D 3 3.754444444444444C 166.40106.2565.2940.7926.9918.6213.229.587.02 5.16 3.77 2.70 1.86 1.180.62D 3 3.754444444444444

U 266.09135.9169.5837.2421.5513.208.42 5.54 3.71 2.51 1.69 1.120.710.41D 3 3.75444444444444C 99.8363.7339.1524.4516.1711.147.90 5.71 4.17 3.06 2.22 1.57 1.060.65D 3 3.75444444444444U 338.82172.9988.5147.3227.3316.6910.61 6.93 4.60 3.07 2.03 1.300.780.40D 3 3.75444444444444C 127.1181.1249.8131.0720.5014.099.957.15 5.18 3.74 2.66 1.83 1.170.64D 3 3.75444444444444

U 203.26103.7653.0728.3616.369.98 6.33 4.12 2.73 1.81 1.180.750.43D 3 3.7544444444444C 76.2548.6629.8618.6212.288.42 5.94 4.26 3.07 2.20 1.55 1.050.65D 3 3.7544444444444

U 161.2582.1841.8922.2512.727.64 4.74 2.99 1.88 1.150.650.31D 3 3.754444444444C 60.4938.5423.5714.619.54 6.45 4.45 3.09 2.12 1.400.860.43D 3 3.754444444444

U 96.7249.2725.1013.327.60 4.55 2.81 1.76 1.100.660.36D 3 3.75444444444C 36.2823.1114.138.74 5.70 3.84 2.64 1.82 1.230.800.47D 3 3.75444444444

U 82.3241.8421.2111.15 6.27 3.67 2.19 1.290.720.35D 3 3.7544444444C 30.8819.6211.937.32 4.71 3.10 2.05 1.330.810.43D 3 3.7544444444

U 49.3625.0712.69 6.66 3.73 2.17 1.280.740.40D 3 3.754444444C 18.5211.767.14 4.37 2.80 1.84 1.200.770.45D

3.75

扁钢中心间距为15mm 钢格板常用规格及安全载荷表--表一

FLAT BAR PITCH 15mm (C/C) NORMAL GRATING SAFE LOADS AND DEFLECTIONS--TABLE-1

型号TYPE

扁钢宽度DEPTH mm 扁钢厚度THICK mm

自重

MASS kg/m

跨距 SPAN (mm)

G655/15/100

195.9

G655/15/50199.0G605/15/100

5181.1G605/15/50184.2G555/15/100

5166.3G555/15/50169.3G505/15/100

5151.4G505/15/50154.5G455/15/100

5136.6G455/15/50139.6G405/15/100

5121.7G405/15/50124.8G403/15/100

375.6G403/15/5078.7G355/15/100

5106.9G355/15/50110.0G353/15/100

366.6G353/15/5069.6G325/15/100

598.0G325/15/50101.1G323/15/100

361.1G323/15/5064.2G255/15/100

577.2G255/15/5080.3G253/15/100

348.4G253/15/5051.5G205/15/100

562.4G205/15/5065.5说明:

1. 表中U 表示外加均布载荷 uniformly distributed load, kN/m 2

2. 表中C 表示宽度方向上的外加线载荷 line load normal to flat bars, kN/m

3. 表中D 表示变形挠度 deflection, mm

4. 表中自重是钢格板长度大于1m 的重量，当长度小于1m 时，重量会因为包边的增加而增加.

The self-weight ( kg/m 2 ) in this table is for grating, which length is more than 1 meter, if the length is less than 1meter, the weight will be increased with the banding bar's increased.

G203/15/100

339.3G203/15/50

42.4

600

75090010501200135015001650180019502100225024002550270028503000U 2134.471092.12561.07302.16176.51109.6371.4248.3133.6724.0417.4912.919.637.24 5.45 4.10 3.07D 3 3.75444444444444444C 800.75512.14315.73198.38132.4392.5466.9849.8437.8929.3122.9618.1614.4611.549.217.31 5.75D 3 3.75444444444444444U 1678.61

858.78441.09237.45138.6286.0255.9637.7926.2718.7013.559.957.37 5.48 4.08 3.02 2.20D 3 3.75444444444444444C 629.73402.71248.21155.89104.0172.6152.4938.9829.5722.8017.7913.9911.068.75 6.89 5.38 4.13D 3 3.75444444444444444U 1292.75

661.27339.54182.69106.5666.0542.9028.9020.0314.1910.237.45 5.47 4.02 2.94 2.12 1.49D 3 3.75444444444444444C 484.98310.09191.07119.9479.9655.7540.2329.8122.5417.3113.4310.498.

21 6.41 4.96 3.77 2.79D 3 3.75444444444444444U 971.06496.62254.90137.0579.8649.4232.0221.5114.8410.467.48 5.39 3.90 2.81 2.00 1.390.91D 3 3.75444444444444444C 364.29232.88143.4489.9859.9241.7130.0322.1916.7012.759.827.59 5.86 4.48 3.38 2.47 1.71D 3 3.75444444444444444U 707.70361.83185.6299.7158.0135.8223.1415.4710.627.42 5.25 3.73 2.64 1.85 1.250.810.46D 3 3.75444444444444444C 265.49169.68104.4565.4643.5330.2421.7015.9611.959.05 6.89 5.24 3.96 2.94 2.12 1.440.87D 3 3.75444444444444444

U 496.84253.92130.1669.8240.5424.9616.0510.667.25 5.01 3.48 2.42 1.65 1.090.680.36D 3 3.7544444444444444C 186.39119.0773.2545.8430.4221.0715.0511.008.16 6.11 4.57 3.40 2.48 1.74 1.140.65D 3 3.754444444444444

U 298.06152.3278.0641.8624.2914.949.59 6.36 4.31 2.97 2.05 1.410.950.62D 3 3.75444444444444C 111.8271.4343.9327.4818.2212.619.00 6.56 4.86 3.62 2.69 1.99 1.430.99D 3 3.75444444444444U 332.64169.9187.0046.5826.9616.5210.55 6.94 4.66 3.15 2.13 1.420.910.53D 3 3.75444444444444C 124.7979.6848.9630.5820.2313.949.907.16 5.24 3.85 2.80 1.99 1.360.85D 3 3.75444444444444

U 199.55101.9152.1627.9116.149.88 6.30 4.13 2.76 1.86 1.240.820.51D 3 3.7544444444444C 74.8647.7929.3518.3212.118.34 5.90 4.26 3.11 2.26 1.63 1.150.76D 3 3.7544444444444U 254.10129.7266.3635.4720.4712.497.93 5.18 3.43 2.28 1.500.950.560.28D 3 3.75444444444444C 95.3260.8337.3423.2815.3610.557.44 5.34 3.86 2.78 1.97 1.340.840.44D 3 3.7544444444444

U 152.4277.8039.7821.2512.257.46 4.73 3.07 2.02 1.330.870.54D 3 3.754444444444C 57.1836.4822.3913.959.19 6.30 4.43 3.17 2.28 1.63 1.140.76D 3 3.754444444444

U 120.9261.6131.4016.679.52 5.71 3.54 2.22 1.390.840.47D 3 3.75444444444C 45.3628.8917.6710.947.14 4.82 3.32 2.29 1.56 1.030.62D 3 3.75444444444

U 72.5236.9318.819.97 5.68 3.39 2.09 1.300.800.47D 3 3.7544444444C 27.2117.3210.58 6.54 4.26 2.87 1.96 1.340.900.58D 3 3.7544444444U 61.7231.3615.898.35 4.68 2.74 1.620.950.520.24D 3 3.7544444444C 23.1514.708.94 5.48 3.52 2.31 1.520.980.590.30D 3 3.7544444444

U 37.0018.789.50 4.98 2.78 1.610.940.540.28D 3 3.754444444C 13.888.81 5.35 3.27 2.09 1.360.880.560.32D

3.75

G555/20/100

说明:

1. 表中U 表示外加均布载荷 uniformly distributed load, kN/m 2

2. 表中C 表示宽度方向上的外加线载荷 line load normal to flat bars, kN/m

3. 表中D 表示变形挠度 deflection, mm

4. 表中自重是钢格板长度大于1m 的重量，当长度小于1m 时，重量会因为包边的增加而增加.

The self-weight ( kg/m 2 ) in this table is for grating, which length is more than 1 meter, if the length is less than 1 meter, the weight will be increased with the banding bar's increased.

扁钢中心间距为20mm钢格板常用规格及安全载荷表--表二

型号TYPE

扁钢宽度DEPTH mm 扁钢厚度THICK mm

自重

MASS kg/m

跨距 SPAN (mm)

115.4137.9140.9118.4129.7FLAT BAR PITCH 20mm (C/C) NORMAL GRATING SAFE LOADS AND DEFLECTIONS--TABLE-2

5G605/20/100

5G605/20/50G655/20/100

126.665

5G555/20/50G505/20/100

5G505/20/50104.2G455/20/50107.2G405/20/100

592.9G405/20/5096.0G455/20/100

G403/20/100

358.3G403/20/5061.4G355/20/100

581.7G355/20/5084.7G353/20/100

351.4G353/20/5054.5G325/20/100

574.9G325/20/5078.0G323/20/100

347.3G323/20/5050.3G255/20/100

559.2G255/20/5062.3G253/20/100

337.6G253/20/5040.7G205/20/100

548.0G205/20/5051.0G203/20/100

330.7G203/20/50

33.8

149.1

G655/20/50152.1

15001650180019502100225024002550270028503000350040004500U 421.14286.49201.22145.09106.9480.2861.1947.2336.8328.9622.9210.70 4.77 1.61D 44444444444444C 394.98295.57226.46176.90140.42112.9391.8275.3062.1851.6142.9923.4211.93 4.54D 44444444444444U 360.73245.29172.18124.0691.3568.4852.1240.1531.2424.4919.318.83 3.75 1.04D 44444444444444C 338.32253.06193.78151.26119.9496.3578.2164.0252.7443.6436.2219.339.38 2.93D 44444444444444U 306.38208.22146.06105.1477.3357.8943.9733.8026.2220.4816.087.17 2.850.55D 44444444444444C 287.35214.82164.38128.19101.5481.4465.9953.8944.2736.5030.1615.697.12 1.54D 44444444444444U 257.76175.07122.7088.2364.8048.4336.7028.1321.7516.9213.20 5.70 2.060.1

2D 44444444444444C 241.75180.61138.09107.5885.0968.1355.0844.8536.7230.1424.7712.47 5.150.34D 44444444444444

U 214.56145.62101.9673.2253.6940.0330.2623.1117.7913.7610.67 4.41 1.38D 4444444444444C 201.23150.23114.7589.2770.4956.3245.4136.8530.0424.5320.019.66 3.44D 4444444444444U 132.3189.7162.7344.9732.9024.4618.4214.0010.718.22 6.31 2.450.57D 4444444444444C 124.0992.5570.6054.8343.2034.4127.6422.3318.0914.6611.84 5.35 1.42D 4444444444444U 107.3272.6850.7436.3026.4919.6314.7211.138.45 6.43 4.87 1.730.20D 4444444444444C 100.6574.9857.1144.2634.7827.6122.0917.7414.2711.469.14 3.790.51D

说明:

1. 表中U 表示外加均布载荷 uniformly distributed load, kN/m 2

2. 表中C 表示宽度方向上的外加线载荷 line load normal to flat bars, kN/m

3. 表中D 表示变形挠度 deflection, mm

4. 表中自重是钢格板长度大于1m 的重量，当长度小于1m 时，重量会因为包边的增加而增加.

The self-weight ( kg/m 2 ) in this table is for grating, which length is more than 1 meter, if the length is less than 1 meter, the weight will be increased with the banding bar's increased.

型号TYPE

扁钢宽度DEPTH mm 扁钢

厚度

THICK

自重

MASS

kg/m 2

G1008/20/100

100

364.9

G1008/20/50370.3G858/20/100

8311.0G858/20/50316.4G908/20/100

8329.0G908/20/50334.4G958/20/100

8346.9G958/20/50352.4G808/20/100

8293.0G808/20/50298.4199.6

G756/20/100

6207.6G756/20/50213.1扁钢中心间距为20mm 的钢格板重型规格及安全载荷表--表三

FLAT BAR PITCH 20 mm (C/C) HEAVY TYPE GRATING SAFE LOADS AND DEFLECTIONS--TABLE-3

G706/20/100

跨距 SPAN (mm)

6194.2G706/20/50

自重MASS kg/m260075090010501200135015001650180019502100225024002550270028503000U 1422.94

728.04374.01201.40117.6373.0547.5732.1722.4115.9911.628.57 6.38 4.79 3.60 2.70 2.01D 3 3.75444444444444444C 533.82341.41210.46132.2388.2661.6644.6233.1825.2219.4915.2612.069.587.63 6.07 4.81 3.76D 3 3.75444444444444444U 1119.04

572.48294.02158.2692.3857.3137.2725.1517.4812.438.99 6.59 4.88 3.62 2.68 1.98 1.43D 3 3.75444444444444444C 419.81268.46165.45103.9069.3148.3734.9625.9519.6715.1511.819.287.32 5.77 4.53 3.52 2.69D 3 3.75444444444444444U 861.80440.81226.33121.7671.0144.0028.5619.2313.329.43 6.78 4.93 3.61 2.64 1.92 1.380.96D 3 3.75444444444444444C 323.31206.71127.3679.9453.2837.1426.7919.8414.9911.498.91 6.94 5.42 4.21 3.25 2.45 1.80D 3 3.75444444444444444U 647.34331.04169.9091.3353.2032.9121.3214.309.86 6.94 4.95 3.56 2.57 1.84 1.300.890.58D 3 3.75444444444444444C 242.85155.2495.6159.9639.9227.7819.9914.7611.108.46 6.50 5.01 3.85 2.94 2.19 1.59 1.08D 3 3.75444444444444444

U 471.77241.19123.7166.4438.6423.8515.4010.287.04 4.91 3.47 2.45 1.73 1.200.800.50D 3 3.7544444444444444C 176.98113.1069.6243.6228.9920.1314.4410.617.93 5.99 4.55 3.45 2.59

1.91 1.360.90D 3 3.7544444444444444

U 331.19169.2586.7446.5227.0016.6110.677.08 4.80 3.31 2.29 1.58 1.070.700.42D 3 3.754444444444444C 124.2579.3748.8130.5420.2614.0210.017.30 5.41 4.03 3.01 2.22 1.61 1.110.71D 3 3.75444444444444

U 198.68101.5152.0127.8716.169.93 6.36 4.21 2.85 1.95 1.340.910.60D 3 3.7544444444444C 74.5347.6029.2718.3012.138.38 5.97 4.34 3.20 2.37 1.76 1.280.91D 3 3.7544444444444U 221.73113.2457.9731.0217.9410.987.00 4.60 3.08 2.07 1.390.920.57D 3 3.7544444444444C 83.1853.1032.6220.3713.469.27 6.57 4.75 3.46 2.53 1.83 1.290.86D 3 3.7544444444444

U 133.0067.9134.7518.5810.73 6.55 4.17 2.72 1.81 1.210.800.51D 3 3.754444444444C 49.9031.8519.5512.208.05 5.53 3.91 2.81 2.04 1.47 1.050.72D 3 3.754444444444U 169.3786.4544.2123.6213.628.30 5.26 3.42 2.26 1.490.970.61D 3 3.754444444444C 63.5440.5424.8815.5010.227.01 4.93 3.53 2.54 1.82 1.280.85D 3 3.754444444444

U 101.5951.8426.4914.148.14 4.95 3.12 2.02 1.320.860.55D 3 3.75444444444C 38.1124.3114.919.28 6.11 4.17 2.93 2.08 1.49 1.050.72D 3 3.75444444444

U 80.5841.0520.9011.08 6.32 3.78 2.33 1.460.900.53D 3 3.7544444444C 30.2319.2511.767.28 4.74 3.19 2.19 1.50 1.010.65D 3 3.7544444444

U 48.3224.6012.51 6.62 3.76 2.24 1.370.840.51D 3 3.754444444C 18.1311.537.04 4.34 2.82 1.89 1.280.870.57D 3 3.754444444U 41.1220.8810.57 5.54 3.10 1.80 1.060.610.32D 3 3.754444444C 15.439.79 5.95 3.64 2.32 1.520.990.630.36D 3 3.754444444

U 24.6412.50 6.31 3.29 1.83 1.050.600.33D 3 3.75444444C 9.24 5.86 3.55 2.16 1.370.890.570.34D

3.75

G203/30/100

22.0

G203/30/50

25.1

G205/30/100

33.6

G205/30/5036.6G253/30/100

26.8

G253/30/5029.9G255/30/100

41.2

G255/30/5044.3G323/30/100

33.4

G323/30/5036.5G325/30/100

51.9

G325/30/5054.9G353/30/100

36.3

G353/30/5039.3G355/30/100

56.5

G355/30/5059.5G403/30/100

41.0

G403/30/5044.1G405/30/100

64.1

G405/30/5067.2G455/30/100

71.7

G455/30/5074.8G555/30/5090.0G505/30/100

79.4

G505/30/5082.45

G605/30/5087.0

G555/30/100

扁钢中心间距为30mm钢格板常用规格及安全载荷表--表四

FLAT BAR PITCH 30mm (C/C) NORMAL GRATING SAFE LOADS AND DEFLECTIONS--TABLE-4

G655/30/100

102.2

G655/30/50105.3跨距 SPAN (mm)说明:

1. 表中U 表示外加均布载荷 uniformly distributed load, kN/m 2

2. 表中C 表示宽度方向上的外加线载荷 line load normal to flat bars, kN/m

3. 表中D 表示变形挠度 deflection, mm

4. 表中自重是钢格板长度大于1m 的重量，当长度小于1m 时，重量会因为包边的增加而增加.

The self-weight ( kg/m 2 ) in this table is for grating, which length is more than 1 meter, if the length is less than 1 meter, the weight will be increased with the banding bar's increased.

94.6

97.7型号TYPE

扁钢宽度DEPTH mm

扁钢厚度THICK mm

G605/30/100

1500

165018001950210022502400255027002850300035004000U 280.68190.92134.0696.6571.2153.4440.7131.4124.4819.2315.207.05 3.10D 4444444444444C 263.24196.96150.88117.8493.5175.1861.0950.0741.3234.2728.5115.447.75D 4444444444444U 240.41163.45114.7182.6360.8245.5834.6726.6920.7516.2512.79 5.81 2.42D 4444444444444C 225.48168.63129.10100.7479.8664.1252.0242.5535.0328.9624.0012.72 6.06D 4444444444444U 204.18138.7497.3070.0251.4838.5229.2422.4617.4113.5810.64 4.70 1.82D 4444444444444C 191.49143.13109.5085.3767.5954.1943.8835.8129.3824.2019.9610.29 4.56D 4444444444444U 171.77116.6481.7358.7543.1332.2124.4018.6814.4311.208.73 3.73 1.30D 4444444444444C 161.10120.3391.9871.6356.6345.3236.6129.7924.3519.9716.378.16 3.25D 4444444444444U 142.9797.0167.9048.7435.7226.6220.1015.3411.799.107.04 2.870.85D 4444444444444C 134.09100.0876.4259.4346.9037.4530.1724.4619.9016.2213.21 6.28 2.12D 4444444444444U 88.1559.7541.7629.9221.8716.2512.229.287.08 5.42 4.15 1.570.32D 4444444444444C 82.6761.6447.0036.4828.7222.8618.3414.7911.969.667.78 3.440.80D 4444444444444U 71.4948.3933.7724.1417.6013.039.757.36 5.58 4.23 3.19 1.090.08D 4444444444444C 67.0449.9338.0029.4423.1118.3314.6411.739.417.53 5.98 2.400.19D

说明:

1. 表中U 表示外加均布载荷 uniformly distributed load, kN/m 2

2. 表中C 表示宽度方向上的外加线载荷 line load normal to flat bars, kN/m

3. 表中D 表示变形挠度 deflection, mm

4. 表中自重是钢格板长度大于1m 的重量，当长度小于1m 时，重量会因为包边的增加而增加.

The self-weight ( kg/m 2 ) in this table is for grating, which length is more than 1 meter, if the length is less than 1 meter, the weight will be increased with the banding bar's increased.

G1008/30/100

100

249.6G1008/30/50255.0G858/30/100

8213.0G858/30/50218.4G908/30/100

8225.2G908/30/50230.6G958/30/100

8237.4G958/30/50242.8G808/30/100

8200.8G808/30/50206.2G756/30/100

6142.8G756/30/50148.2G706/30/100

6133.6G706/30/50

139.1

跨距 SPAN (mm)

扁钢中心间距为30mm 的钢格板重型规格及安全载荷表--表五