U型渠道砼板工程量計(jì)算

1、孤14鈄14孤14鈄11鈄14鈄11規(guī)格(半徑CM) 渠口寬(CM)渠深(CM)渠口寬(CM)渠深(CM)孤長(zhǎng)(5CM)體積(5CM)1030.593028.12300.640.03221543.384040.24400.900.04512053.694550.41451.160.05802564.005057.47421.420.07083076.806068.81501.670.08374097.417093.05702.190.109550120.5185114.17822.700.135260143.62100137.631003.220.1610103028.833034.83154

2、033.214039.39205547.635556.80256041.986048.50307250.387258.194010075.2010087.885012083.9712096.9960150112.79150131.82B2=(A3*SIN(RADIANS(76)+(C3-A3+A3*SIN(RADIANS(14)*TAN(RADIANS(14)*2ABCDEFG12345678910111213141516171819砼單板體積計(jì)算表砼單板體積計(jì)算表半徑R(CM) 渠深H(CM) 板厚B(CM)弧M14/鈄N14弧M14/鈄N11延米量(14/14)千米量(縫5CM)15405

3、.00000.04820.04500.0964175.230520455.00000.05610.05790.1121203.881025505.00000.06390.07080.1279232.531530605.00000.07700.08360.1540279.920540705.00000.09270.10930.1855337.221550855.00000.11360.13510.2273413.2610601005.00000.13460.16080.2691489.300415404.00000.03870.03500.0775140.890520454.00000.0450

4、0.04530.0901163.810925504.00000.05140.05560.1027186.731330606.00000.09210.10190.1842334.845440705.00000.09270.10930.1855337.221550856.00000.13610.16360.2722494.8540601006.00000.16120.19450.3224586.1013砼體積=板中心線長(zhǎng)*板厚板中心線長(zhǎng)=鈄長(zhǎng)*2+弧長(zhǎng)鈄長(zhǎng)=h/cos(N);h=Rsin(M)+R=R(1+sin(M)弧長(zhǎng)=2R*(180-M8*2)/360砼體積=2R(1+sin(M)/cos(

5、N)+*(180-M*2)/360)半徑R(CM)渠深H(CM)板厚B(CM)h=R(1+sin(M)鈄長(zhǎng)=h/cos(N)弧長(zhǎng)=2R*152/360板中心線長(zhǎng)204550.27940.28800.59691.1729255050.29150.30050.72951.3305306050.35360.36450.86221.5911407060.37400.38551.14071.9117508560.44820.46191.40602.329960 10060.52240.53841.67132.748175 12070.60490.62342.08253.3294508560.44820.

6、46191.40602.329960 10060.52240.53841.67132.7481154040.27110.27940.45101.0098204540.28320.29190.58361.1674255050.29150.30050.72951.3305306050.35360.36450.86221.5911407060.37400.38551.14071.9117508550.45200.46581.39282.324575 12070.60490.62342.08253.3294砼體積=板中心線長(zhǎng)*板厚板中心線長(zhǎng)=鈄長(zhǎng)*2+弧長(zhǎng);h=Rsin(M)+R=R(1+sin(M)

7、弧長(zhǎng)=2R*(180-M8*2)/360砼體積=2R(1+sin(M)/cos(N)+*(180-M*2)/360)砼體積=板中心線長(zhǎng)*板厚/2(不包臺(tái)帽)砼臺(tái)帽(寬10cm)砼總體積(單塊板)C20襯砌板量/KM(縫5CM)C20細(xì)石砼量/KM0.02930.002750.0320758.345.8670.03330.002750.0360165.506.6560.03980.002750.0425377.367.9590.05740.002750.06010109.3213.7710.06990.002750.07265132.1516.7840.08240.002750.08519154

8、.9719.7960.11650.002750.11928216.9732.6440.06990.002750.07265132.1516.7840.08240.002750.08519154.9719.7960.02020.002750.0229541.743.2330.02330.002750.0261047.473.7380.03330.002750.0360165.506.6560.03980.002750.0425377.367.9590.05740.002750.06010109.3213.7710.05810.002750.06086110.7111.6280.11650.002

9、750.11928216.9732.644半徑R渠深H板厚B口寬 H1內(nèi)內(nèi)面積外面積砼面積砼量/塊砼量/KM(5)定額量(+5%)/塊定額量/米板厚增加1CM量增加比厚增加比量厚比差15405430.1460.1990.05330.026748.49820.02800.056020455540.2000.2610.06120.030655.66440.03210.06430.0083 14.78% 20.00% -5.22%2550564.000.2620.3310.06910.034562.83060.03630.072530605770.3770.4590.08210.041174.680

10、00.04310.08620.0137 18.86% 20.00% -1.14%40706970.5510.6700.11840.0592107.67480.06220.1243508561210.8260.9690.14350.0717130.49360.07530.15070.0263 21.19% 16.67%4.53%6010061441.1561.3240.16860.0843153.31240.08850.17707512071771.7031.9410.23810.1190216.52230.12500.25000.0730 41.23% 16.67% 24.56%4080510

11、2.400.6710.7790.10820.054198.37890.05680.11364070697.410.5510.6700.11840.0592107.67480.06220.12430.01079.45% 20.00% -10.55%50855120.510.8260.9450.11880.0594108.02800.06240.124750856120.510.8260.9690.14350.0717130.49360.07530.15070.0259 20.80% 20.00%0.80%601006143.621.1561.3240.16860.0843153.31240.08850.1770751206186.961.7561.9600.20380.1019185.38610.10700.21400.03