山东省安装工程消耗量定额-11册.PDF

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20、0 2.930 3.4402.2 t 4.650 4.390 3.850 4.900 4.630 4.060.# 5 32 t 8.930 8.830 8.890 9.410 9.310 9.370 1y m3 0.110 0.110 0.110 0.110 0.110 0.110“d m3 14.360 16.570 19.430 15.140 17.960 20.520Ci % 0.500 0.500 0.500 0.500 0.500 0.500AH 100m N 5F 11-2-19 11-2-20 11-2-21N- =0 $O1F*.p0 (1145 )C15 C20 C25= 0

21、 # 6G G 5, 8 19.210 19.210 19.210“d# 42.5MPa t 3.310 3.810 4.4702.2 t 6.380 6.020 5.280.# 5 32 t 12.250 12.110 12.190 1y m3 0.120 0.120 0.120“d m3 19.730 22.710 26.640Ci % 0.500 0.500 0.500L-10;#6GGN142. $O1F*.p1=F 51 AH 100m N 5F 11-2-22 11-2-23 11-2-24 11-2-25 11-2-26 11-2-27 11-2-28N- =0 $O1F*.p1

22、0 4 00 (350 )0 (460 )0 (615 )% (725 )$ (835 )90 (880 )0 (1145 )= 0 # 6G G 5, 8 0.480 0.580 0.830 0.950 1.080 1.080 1.300J1 HPB300 6.5 kg 5.800 7.850 11.030 12.900 14.960 15.700 18.510J1 10 kg 40.660 50.850 71.440 81.310 91.510 91.510 111.450Ci % 0.500 0.500 0.500 0.500 0.500 0.500 0.500#N= 5 #w1$O*.

23、p,+X AH 100m N 5F 11-2-29 11-2-30 11-2-31 11-2-32 11-2-33 11-2-34 11-2-35N- =0 $O1F*.p1F /0 4 00 (350 )0 (460 )0 (615 )% (725 )$ (835 )90 (880 )0 (1145 )= 0 # 6G G 5, 8 1.480 1.880 2.630 3.000 3.400 3.430 4.150J1 HPB300 6.5 kg 36.290 49.170 69.210 80.780 93.670 98.340 117.080J1 10 kg 259.790 324.740

24、 454.630 519.580 584.530 584.530 714.420Ci % 0.500 0.500 0.500 0.500 0.500 0.500 0.50011 FJ1F 15=1F0.v1. 1F*.p AH 100m N 5F 11-2-36 11-2-37 11-2-38 11-2-39 11-2-40 11-2-41N- =0 *.p 220 *.p 340C15 C20 C25 C15 C20 C25= 0 # 6G G 5, 8 8.290 8.290 8.290 9.170 9.170 9.170“d# 42.5MPa t 0.640 0.730 0.860 0.

25、980 1.130 1.3302.2 t 1.230 1.160 1.010 1.900 1.790 1.570.# 5 32 t 2.350 2.330 2.350 3.640 3.600 3.640 1y m3 0.070 0.070 0.070 0.090 0.090 0.090“d m3 3.810 4.350 5.130 5.840 6.730 7.930Ci % 0.500 0.500 0.500 0.500 0.500 0.500AH 100m N 5F 11-2-42 11-2-43 11-2-44 11-2-45 11-2-46 11-2-47N- =0 *.p 490 *.

26、p 620C15 C20 C25 C15 C20 C25= 0 # 6G G 5, 8 11.840 11.840 11.840 13.710 13.710 13.710“d# 42.5MPa t 1.420 1.630 1.910 1.790 2.060 2.4202.2 t 2.730 2.580 2.260 3.460 3.260 2.860.# 5 32 t 5.240 5.180 5.220 6.630 6.560 6.600 1y m3 0.100 0.100 0.100 0.100 0.100 0.100“d m3 8.460 9.710 11.360 10.670 12.280

27、 14.420Ci % 0.500 0.500 0.500 0.500 0.500 0.500L-10;#6GGN16 AH 100m N 5F 11-2-48 11-2-49 11-2-50 11-2-51 11-2-52 11-2-53N- =0 *.p 880 *.p 1140C15 C20 C25 C15 C20 C25= 0 # 6G G 5, 8 16.460 16.460 16.460 18.250 18.250 18.250“d# 42.5MPa t 2.540 2.930 3.440 3.300 3.790 4.4502.2 t 4.900 4.630 4.060 6.350

28、 5.600 5.260.# 5 32 t 9.410 9.310 9.370 12.190 12.060 12.130 1y m3 0.110 0.110 0.110 0.120 0.120 0.120“d m3 15.140 17.460 20.500 19.670 22.590 26.520Ci % 0.500 0.500 0.500 0.500 0.500 0.5002. 1F*.p1=F 51 AH 100m N 5F 11-2-54 11-2-55 11-2-56 11-2-57 11-2-58 11-2-59N- =0 1F*.p1 0 4 *.p 220 *.p 340 *.p 490 *.p 620 *.p 880 *.p 1140= 0 # 6G G 5, 8 0.230 0.480 0.600 0.830 1.080 1.300J1 HPB300 6.5 kg 3.370 5.610 8.410 11.030 15.700 18.510J1 10 kg 20.330 40.660 50.850 71.440 91.510 111.450