各種建筑材料計算表

1、建筑各種建材理論重量專用表及簡單計算公式、元鋼每公尺重量表直 徑mm單位公斤直徑mm單位公斤40.099243.5515.60.193253.83560.222264.1686.50.260274.49570.302284.83480.3952990.499305.549100.61731110.746326.311120.88833131.042347.127141.208357.550151.387367.990161.58037171.782388.903181.998399.378192.226409.865202.46641212.7194210.876222.9844311.400

2、233.261、螺紋鋼每公尺重量表直徑mm單位公斤80.395100.620120.890141.210161.580182.000202.470222.980253.850284.830326.310367.990409.870三、鋼板每平方米重量表厚度mm單位公斤厚度mm單位公斤0.21.57016.0125.6000.32.35518.0141.3000.43.14020.0157.0000.53.92525.0196.3000.64.70030.0235.5000.75.49540.0314.0000.86.28050.0392.5001.07.85060.0471.0001.511.

3、7802.015.7002.519.6303.023.5504.031.4005.039.2506.047.1008.062.80010.078.50012.094.20014.0109.9004建筑各種建材理論重量專用表及簡單計算公式四、鍍鋅鋼管每米重量表直 徑cm單 位 公 斤252.540323.260404.030505.120707.890808.7601009.970758.373五、標準磚大放腳折加高度和增加斷面面積放腳層數(shù)折加高度（米）增加斷面面積1/2磚1磚1 1/2 磚2磚2 1/2 磚3磚(M 3)等咼不等咼等咼不等咼等咼不等咼等咼不等咼等咼:不等咼等咼r不等咼等高r不等

4、咼一一一0.1370.1370.0660.0660.0430.0430.0320.0320.0260.0260.0210.0210.0151750.01575二0.4110.3420.1970.1640.1290.1080.0960.0800.0770.0640.064:0.0530.047250.03938三0.3940.3280.2590.2160.1930.1610.1540.1280.1280.1060.09450.07875四0.6560.5250.4320.3450.3210.2530.2560.2050.2130.1700.15750.126五0.9840.7880.6470.5

5、180.4820.3800.3840.3070.3190.2550.23630.189六1.3781.0830.9060.7120.6720.5800.5330.4佃0.4470.3510.33080.2599七1.8381.4441.2080.9490.9000.7070.7170.5630.5960.4680.4410.3465八2.3631.8381.5531.2081.1570.9000.922:0.7 仃0.766:0.5960.567:0.4411九2.9532.2971.9421.5101.4471.1251.1530.8960.9560.7450.70880.5513十3.61

6、02.7892.3721.8341.768 ,1.3651.4091.0881.1710.9050.86630.6694注：磚基工程量=磚頂厚度X（磚基深度+折加高度）X基長六、標準磚柱基折加高度表（1）磚柱斷面積等高式大放腳層數(shù)一層二層三層四層五層六層七層八層九層斷面（M）(M 2)每個柱基的折加高度（M）240X 2400.05760.1680.5641.2712.3443.5025.858& 45811.70015.655240X 360 :0.08760.1260.5110.9691.7672.8634.3256.195r 8.50111.298240X 4900.11760.1120

7、.3780.8211.4772.3893.3815.0796.9369.仃2240X 6150.14760.1040.3370.7331.3122.1003.1334.4236.0117.904365X 3650.13320.0990.3330.7241.3062.1073.1584.4826.124& 101365X 4900.17690.0870.2790.6061.0891.7342.5813.6464.0556.534365X 6150.22450.0790.2510.5351.9521.5132.2423.1544.2665.592365X 740 :0.27010.070.2290

8、.4880.8621.3692.0172.8243.8054.979490X 4900.24010.0740.2340.5010.8891.4152.0962.9503.9865.230490X 6150.30140.0830.2050.4880.773”1.2251.8052.532r 3.4114.160490X 7400.36260.0390.1860.3970.6981.0991.6162.2563.0203.951490X 8630.42390.0570.仃50.3680.6121.0091.4802.0602.7593.587615X 615 :0.37820.0560.仃90.3

9、800.668 H1.0551.5192.1402.8813.762615X 7400.45510.0520.1630.3430.599I0.9411.3771.9202.5723.343615X 8650.5320.0470.1500.3160.5150.8611.2571.7462.3323.025磚柱斷面(M)不等高式大放腳層數(shù)斷面積一層二層三層四層五層六層七層八層(M 2)每個柱基的折加高度(M)240X 2400.05760.1650.3961.0971.6023.1134.2206.814& 434240X 3650.08760.1310.2870.8141.2102.3163.1

10、124.9756.430365X 3650.13320.1010.2180.6090.8991.7012.2683.5964.415365X 4900.17890.0870.1850.5090.7471.3991.8542.9213.575490X 4900.24010.0720.1540.4200.6141.1401.5042.3572.876490X 6150.30110.0640.1360.3670.5350.9871.2062.0212.462615X 6150.37820.0560.1180.3100.4620.8191.1111.7252.097615X 7400.45510.05

11、40.4070.2870.4130.7570.9881.5291.855740X 7400.54760.0460.0960.2560.3700.6730.8751.3491.635740X 8650.64010.0430.0890.2340.3380.6120.7951.2221.479865X 8650.74320.0330.0910.2140.3070.5330.7131.1041.334865X 9900.85640.0370.0750.1980.2350.5130.6631.0151.430990X 9900.98010.0340.0700.1830.2630.4720.6100.93

12、11.123990 X 1.4151.10390.0320.0660.4710.2400.4870.6680.8061.0431.41 X 1.41512.1320.0300.0610.4600.2290.4400.4230.8030.967磚柱計算說明磚柱不分柱身和柱基、其工程量合并以M 3計量。磚柱工程量=柱身工程量+柱基工程量=柱斷面x(柱高+柱基高+折加高度)x根數(shù) 式中：折加高度=柱四周大放腳體積/磚柱斷面折加高度見表上所示1、 在工業(yè)與民用建筑中材料費占直接費的75-86%左右，占總造價的60-65%左右；2、 人工費在一般工業(yè)與民用建筑中占直接費的7-11%，占總造價的6-10%

13、左右；3、機械費占直接費5-8%左右，占總造價的4-6%左右。七、等邊多角形面積計算F=a2 x K注：a是邊長，k是邊系數(shù)三角形：k=0.433五角形：k=1.720七角形：k=3.634a正方形：k=1.000 六角形：k=2.598 八角形：k=4.828八、簡化計算公式1、平屋面卷材屋面=屋面水平投影面積x 1.13+彎起部分。2、坡屋面卷材屋面=屋面水平投影面積x坡度系數(shù)+彎起部分。3、瓦屋面工程量=屋面水平投影面x坡度系數(shù)九、各種厚度磚墻每 1平方米用料表磚墻厚度1/2磚1磚1 1/2 磚2磚2 1/2 磚磚（塊）64128192256320砂漿M 30.03250.06500.0

14、9750.13000.1625十、常見平面圖形的面積計算公式名稱圖形字母意義面積公式（S表示面積）正方形aa邊長S=a2長方形aha長h寬S=a.h平行四邊形a/aa底邊h高S=a.h三角形h4bb底邊 h高S=1/2bh梯形ab上底邊 a下底邊 h高m 中位線S=1/2 (a+ b) hS=mh正n邊形%)ahR外接圓半徑 a邊長 h邊心距S=1/2ahn圓X RR半徑D 直徑n圓周率S=n R2S= n D2/4扇形LaL 弧長R半徑a 圓心角（弧度）L= a R S=1/2RL S=1/2R2a正方體3a棱S=6a 2V= a 3長方體a 長b寬 h高S=2 (ab+ah+bh)V=ab

15、h12建筑各種建材理論重量專用表及簡單計算公式13建筑各種建材理論重量專用表及簡單計算公式正棱柱正棱臺H 高p底面周長S 側(cè)=pHS全=2S底+ S側(cè) V=S 底 HhH 高 p底面周長 h斜高S 側(cè)=1/2phS全=S底+ S側(cè)V=1/3S 底 HPHRH 高 h斜高 p上一上底周長 p下一下底周長R底面半徑H 高R底面半徑H 高L 母線S 側(cè)=1/2 ( p 上+p 下)hS全=5 上+ S下+ S側(cè).V=1/3H (S 上+ S 下 +S 上 S 下S側(cè)=2畀RHS 全=2 畀 R ( R+H )V= ji R2HS狽寸=n RLS 全=n R ( R+LV=1/3 n R2H14建筑各

16、種建材理論重量專用表及簡單計算公式R上一上底半徑 R下一下底半徑 H 高L 母線R半徑S側(cè)=n L （R上+R下）S 全=n R2上+ R2下+ S 側(cè)V=1/3 n H（ R2上+R2下+R 上+R 下）S球面積=4n R27=413 n R315建筑各種建材理論重量專用表及簡單計算公式#建筑各種建材理論重量專用表及簡單計算公式H 高R球半徑r球缺底面半徑S 球冠=2n RHn （r2+H2）V 球缺=n H2 （R- H/3）=n H/6 （3r2+H 2）#建筑各種建材理論重量專用表及簡單計算公式16建筑各種建材理論重量專用表及簡單計算公式HH 高R球半徑r上一球臺上半徑 r下一球臺下半

17、徑S球帶=2n RHS 全=n （2RH+r上2+r 下2）V 球臺=1/6 n H （r 上2+r 下2）、方鋼重量表直徑或邊長mmKg/M直徑或邊長mmKg/M直徑或邊長mmKg/M50.196254.916331.165.50.236265.306533.1760.283275.726836.306.50.332286.157038.4770.385296.607544.1680.502307.068050.2490.636317.548556.72100.785328.049063.59110.95338.559570.85121.13349.0710078.50131.33359.6

18、2141.543610.17151.773811.24162.014012.56172.274215.85182.544515.90192.825019.63203.145221.23213.465523.75223.805624.61234.155826.41244.526028.26十二、等邊角鋼規(guī)格重量表角鋼號數(shù)尺寸（mm）截面面積cm2理論重量Kg/mbd22031.1320.88941.4591.1452.52531.4321.12441.8591.4593.03031.7491.37342.2761.78632.1091.6563.63642.7562.16353.3822.654

19、32.3591.8524.04043.0862.42253.7912.97632.6592.0884.54543.4862.73654.2923.36965.0763.98532.9712.3325.05043.8973.05954.8033.77065.6884.465角鋼號數(shù)尺寸（mm）截面面積cm2理論重量Kg/mbd33.3432.6245.65644.3903.44655.4154.25188.3676.56844.9783.90756.1434.8226.36367.2885.72189.5157.4691011.6579.15145.5704.32756.8755.3977.07

20、06&1606.40679.4247.398810.667& 37357.3675.81868.7976.9057.575710.1607.976811.5039.0301014.12611.08957.9126.21169.3977.3768.080710.860& 525812.3039.6581015.12611.87421建筑各種建材理論重量專用表及簡單計算公式角鋼號數(shù)尺寸（mm）截面面積cm2理論重量Kg/mbd610.637& 350712.309.6569.090813.94410.9461017.16713.4761220.30615.940db22建筑各種建材理論重量專用表及

21、簡單計算公式十三、各種鋼材理論重量計算公式鋼材類別斷面積計算公式每米重量（公斤）計算公式代號說明（尺寸以mm計）方鋼F=a 2W=0.00785 X a 2a 邊寬盤元、圓鋼、鋼絲F=0.7854d2W=0.0061654X d2D直徑六角鋼F=0.866d2=2.598 a 2W=0.006798 X d2=0.020394X a 2D對邊距離a 邊寬八角鋼F=0.8284d2=4.8284 a 2W=0.006503 X d2=0.037903X a 2同上扁鋼F= aXW=0.00785 XaXSa 寬度S 厚度鋼管F=3.1416S ( D- S )W=0.02466 XSX (D- S )D外直S 壁厚等邊角鋼F=d(2b-d)+0.2146(r 2-2r12)W=0.00795 X d(2b-d)+0.2146(r2-2r12)b邊寬d邊厚r內(nèi)面圓角半徑 r1端面圓角半徑不等邊角鋼F=d(B+b-d)+0.2146(r 2-2r 21)W=0.00785 X d(B+b-d)+0.2146(r2-2r12)D長邊寬b短邊寬r內(nèi)面圓角半 徑r1端邊圓角半徑工字鋼F=hd+2t(b-d)+0.615(r 2-r12)W=0.00785 X