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1、11月份主桥桩基钢筋笼工程量计算式及说明工程名称：新建郑州至焦作铁路工程-郑州黄河大桥 临颖县华寓建筑安装有限公司1 88-1 类桩 ,采用老图纸2010年10月18日88-1(从南岸倒运过来)在下放钢筋笼时，检测管掉入桩孔内，导致钢筋笼损坏，项目部李工通知需加工L3节段一节，钢筋净长度10.7米，9.5米各4根（搭接焊）. 钢筋: N1-1 C32 10.7米+0.64米(两端搭接)4根6.31Kg/米=286.22 Kg C32 9.5米+0.64米(两端搭接) 4根6.31Kg/米=255.93 KgC32 合计:542.15 Kg N3 B25 5.704米5根3.85Kg/米=109
2、.80Kg N4 A20 0.59米20根2.47Kg/米=29.15 Kg 吊筋: (1) A20 (9米+1.9米) 4根2.47Kg/米=107.69K (2) A20 9米2根2.47Kg/米=44.46 Kg 吊筋合计: 107.69Kg +44.46 Kg =152.15Kg 检测管: 6米8根4.877 Kg/米=234.10 Kg 接头套管,70: 2节4个0.1米5.74Kg/米=4.59Kg 检测管U型卡:A12 单根重:(3.140.12+0.082) 0.888 Kg/米=0.28Kg 合计重:5(5道N3箍圈)4(每道箍圈4个) 0.28 Kg =5.6Kg2 88-
3、4 类桩 ,采用老图纸 钢筋: 匚80箍圈钢构队没有加工出来,N3箍圈L1 ,L2节采用双箍圈 L1+ L2+1.771=20+15+1.771=36.771米 双箍圈4节,每节4个,计16个 N3 B25=162+(46-16)5.704米3.85Kg/米=1361.54Kg检测管U型卡:A12=4640.28=51.52Kg接头套管,70: 16节4个0.1米5.74Kg/米=36.74Kg 吊筋A20=152.15Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长91.871米,钢筋笼共11节:L1节128个,L2节64个,L3节48个, 试拉件套筒3
4、个,合计:243个3 89-3 类桩 ,采用老图纸钢筋: 匚80箍圈钢构队没有加工出来,N3箍圈L1 ,L2节采用双箍圈 N3 B25=162+(41-16)5.704米3.85Kg/米=1251.74Kg检测管U型卡:A12=4140.28=45.92Kg 接头套管,70: 14节4个0.1米5.74Kg/米=32.14Kg吊筋A20=152.15Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长81.871米,钢筋笼共10节:L1节128个,L2节64个,L3节40个, 试拉件套筒3个,合计:235个4 86-19 类桩 ,采用老图纸,钢筋笼已成型, 项
5、目部通知钢筋笼加长2.3米,帮条焊,N3箍圈L1 ,L2节采用双箍圈 钢筋: N1-1 C32=(91.871+2.3+0.64)86.31=4786.06 Kg N1-2 C32=(36.771+2.3+0.64)286.31=7016.14 KgN2 C32=(21.771+2.3+0.64)366.31=5613.35 Kg N3 B25=172+(46-16)5.704米3.85Kg/米=1405.47KgN4 A20=1880.592.47Kg/米=273.97KgN5 A12=(1708.729+233.141.848)0.888=(1708.729+133.463) 0.888=
6、1635.87Kg检测管U型卡:A12=4740.28=52.64Kg 检测管=1792.8+42.34.877=1837.67 Kg 接头套管,70: 16节4个0.1米5.74Kg/米=36.74Kg吊筋A20=152.15Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长91.871米,钢筋笼共11节:L1节144个,L2节72个,L3节48个, 试拉件套筒3个,合计:267个5 87-15 类桩 ,采用老图纸,N3箍圈L1 ,L2节采用双箍圈 钢筋: N3 B25=162+(40-16)5.479米3.85Kg/米=1181.27Kg检测管U型卡:A
7、12=4040.28=44.8Kg 接头套管,70: 14节4个0.1米5.74Kg/米=32.14Kg吊筋A20=152.15Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长80.871米,钢筋笼共9节:L1节176个,L2节88个,L3节32个, 试拉件套筒3个,合计:299个6 87-12 类桩 ,采用老图纸, 钢筋笼已成型, 项目部通知钢筋笼加长1米,帮条焊,N3箍圈L1 ,L2节采用双箍圈 钢筋: N1-1 C32=(80.871+1+0.64)86.31=4165.16Kg N1-2 C32=(36.771+1+0.64)366.31= 872
8、5.44KgN2 C32=(21.771+1+0.64)446.31= 6499.83Kg N3 B25=162+(44-16)5.479米3.85Kg/米=1265.65KgN4 A20=480.592.47Kg/米=69.95KgN4 A20=1200.7342.47Kg/米=217.56KgN5 A12=(1691.857+103.141.848 )0.888=(1691.857+58.027)0.888=1553.9Kg检测管U型卡:A12=4040.28=44.8Kg 检测管=1578.2+414.877=1597.71 Kg 接头套管,70: 14节4个0.1米5.74Kg/米=3
9、2.14Kg吊筋A20=152.15Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长80.871米,钢筋笼共9节:L1节176个,L2节88个,L3节32个, 试拉件套筒3个,合计:299个 7 83-1 类桩 ,采用老图纸,钢筋笼已成型, 项目部通知钢筋笼加长2.3米,帮条焊,N3箍圈L1 ,L2节采用双箍圈钢筋: N1-1 C32=(87.871+2.3+0.64)86.31=4584.14Kg N1-2 C32=(36.771+2.3+0.64)366.31= 9020.75KgN2 C32=(21.771+2.3+0.64)446.31= 6860
10、.76Kg N3 B25=172+(44-16)5.479米3.85Kg/米=1307.83KgN4 A20=480.592.47Kg/米=69.95KgN4 A20=1360.7342.47Kg/米=246.57KgN5 A12=(1691.857+133.463)0.888=1620.88Kg检测管U型卡:A12=4540.28=50.4Kg 检测管=1714.8+42.34.877=1759.67 Kg 接头套管,70: 14节4个0.1米5.74Kg/米=32.14Kg吊筋A20=152.15Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长81.8
11、71米,钢筋笼共10节:L1节176个,L2节88个,L3节40个, 试拉件套筒3个,合计:307个8 84-7 类桩 ,采用老图纸,钢筋笼已成型, 项目部通知钢筋笼加长2.3米,帮条焊,N3箍圈L1 ,L2节采用双箍圈钢筋: N1-1 C32=(99.871+2.3+0.64)86.31=5189.90Kg N1-2 C32=(36.771+2.3+0.64)286.31= 7016.14KgN2 C32=(21.771+2.3+0.64)366.31=5613.35 Kg N3 B25=172+(50-16)5.479米3.85Kg/米=1434.40KgN4 A20=2040.592.4
12、7Kg/米=297.29KgN5 A12=(1708.729+133.463)0.888=1635.87Kg检测管U型卡: A12=5140.28=57.12Kg 检测管=1948.8+42.34.877= 1993.67Kg 接头套管,70: 17节4个0.1米5.74Kg/米=39.03Kg吊筋A20=152.15Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长99.871米,钢筋笼共12节:L1节144个,L2节72个,L3节56个, 试拉件套筒3个,合计:275个9 79-6 类桩 ,采用老图纸,钢筋笼已成型, 项目部通知钢筋笼加长2.3米,帮条焊
13、,N3箍圈L1 ,L2节采用双箍圈钢筋: N1-1 C32=(84.871+2.3+0.64)86.31=4432.7Kg N1-2 C32=(36.771+2.3+0.64)366.31=9020.75 KgN2 C32=(21.771+2.3+0.64)446.31=6860.76Kg N3 B25=172+(42-16)5.479米3.85Kg/米=1265.65KgN4 A20=480.592.47Kg/米=69.95KgN4 A20=1280.7342.47Kg/米=232.06KgN5 A12=(1691.857+133.463)0.888=1620.88Kg检测管U型卡:A12=
14、4340.28=48.16Kg 检测管=1656.2+42.34.877= 1701.07Kg 接头套管,70: 15节4个0.1米5.74Kg/米=34.44Kg吊筋A20=152.15Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长84.871米,钢筋笼共10节:L1节176个,L2节88个,L3节40个, 试拉件套筒3个,合计:307个10 89-11 类桩 ,采用老图纸,钢筋笼已成型, 项目部通知钢筋笼加长2.3米,帮条焊,N3箍圈L1 ,L2节采用双箍圈钢筋: N1-1 C32=(81.871+2.3+0.64)86.31=4281.21Kg N
15、1-2 C32=(36.771+2.3+0.64)246.31=6013.83KgN2 C32=(21.771+2.3+0.64)326.31=4989.65Kg N3 B25=172+(41-16)5.479米3.85Kg/米=1244.55KgN4 A20=1680.592.47Kg/米=244.83KgN5 A12=(1708.729+133.463)0.888=1635.87Kg检测管U型卡:A12=4240.28=47.04Kg 检测管=1597.7+42.34.877= 1642.57Kg 接头套管,70: 14节4个0.1米5.74Kg/米=32.14Kg吊筋A20=152.15
16、Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长81.871米,钢筋笼共10节:L1节128个,L2节64个,L3节40个, 试拉件套筒3个,合计:235个11 79-1同79-612 88-2 类桩 ,采用老图纸,钢筋笼已成型, 项目部通知钢筋笼加长2.3米,帮条焊,N3箍圈L1 ,L2节采用双箍圈钢筋: N1-1 C32=(91.871+2.3+0.64)86.31=4786.06Kg N1-2 C32=(36.771+2.3+0.64)246.31=6013.83KgN2 C32=(21.771+2.3+0.64)326.31= 4989.65Kg
17、N3 B25=172+(46-16)5.704米3.85Kg/米=1405.47KgN4 A20=1880.592.47Kg/米=273.97KgN5 A12=(1708.729+133.463)0.888=1635.87Kg检测管U型卡:A12=4740.28=52.64Kg 检测管=1792.8+42.34.877= 1837.67Kg 接头套管,70: 16节4个0.1米5.74Kg/米=36.74Kg吊筋A20=152.15Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长91.871米,钢筋笼共11节:L1节128个,L2节64个,L3节48个,
18、试拉件套筒3个,合计:243个13 83-4同83-114 88-6 类桩 ,采用老图纸, 加长2.3米，L1,L2节段4节两端加匚80箍圈钢筋: N1-1 C32=(91.871+2.3)86.31=4753.75Kg N1-2 C32=(36.771+2.3)286.31= 6903.06KgN2 C32=(21.771+2.3)366.31= 5467.97Kg N3 B25=(47-8)5.479米3.85Kg/米=822.67KgN4 A20=1880.592.47Kg/米=273.97KgN5 A12=(1708.729+133.463)0.888=1635.87Kg匚80箍圈=8
19、个5.5648.0=356.1Kg检测管U型卡:A12=4740.28=52.64Kg 检测管=1792.8+42.34.877=1837.67 Kg 接头套管,70: 16节4个0.1米5.74Kg/米=36.74Kg吊筋A20=152.15Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长91.871米+2.3=94.171米,钢筋笼共11节:L1节144个,L2节72个,L3节48个, 试拉件套筒3个,合计:267个15 79-5 类桩,新图纸, L1,L2节段4节两端加匚80箍圈, L1节88根筋区三节用N3双箍圈6个 钢筋: N3 B25=(41-
20、8+6)5.479米3.85Kg/米=822.67Kg匚80箍圈=8个5.3638.0=343.23Kg检测管U型卡:A12=4140.28=45.92Kg 接头套管,70: 14节4个0.1米5.74Kg/米=32.14Kg吊筋A20=152.15Kg 试拉件钢筋B32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长81.789米,钢筋笼共10节:L1节176个,L2节88个,L3节40个, 试拉件套筒3个,合计:307个16 84-4 类桩,新图纸, L1,L2节段4节两端加匚80箍圈钢筋: N3 B25=(46-8)5.704米3.85Kg/米=834.50Kg匚80箍圈
21、=8个5.5648.0=356.1Kg检测管U型卡:A12=4640.28=51.52Kg 接头套管,70: 16节4个0.1米5.74Kg/米=36.74Kg吊筋A20=152.15Kg 试拉件钢筋B32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长92.789米,钢筋笼共11节:L1节144个,L2节72个,L3节48个, 试拉件套筒3个,合计: 267个17 86-22 类桩,新图纸, L1,L2节段4节两端加匚80箍圈钢筋: N3 B25=(46-8)5.704米3.85Kg/米=834.50Kg匚80箍圈=8个5.5648.0=356.1Kg检测管U型卡:A12=4
22、640.28=51.52Kg 接头套管,70: 16节4个0.1米5.74Kg/米=36.74Kg吊筋A20=152.15Kg 试拉件钢筋B32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长91.789米,钢筋笼共11节:L1节144个,L2节72个,L3节48个, 试拉件套筒3个,合计: 267个18 82-19 同84-419 89-6 类桩,新图纸, L1,L2节段4节两端加匚80箍圈，声测管加长4.1米。钢筋: N3 B25=(41-8)5.704米3.85Kg/米=724.69Kg 匚80箍圈=8个5.5648.0=356.1Kg检测管U型卡:A12=4140.28
23、=45.92Kg 检测管=1597.7+44.14.877=1677.68 Kg 接头套管,70: 14节4个0.1米5.74Kg/米=32.14Kg吊筋A20=152.15Kg 试拉件钢筋C32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长81.871米,钢筋笼共10节:L1节128个,L2节64个,L3节40个, 试拉件套筒3个,合计: 235个20 82-22 类桩,新图纸, L1,L2节段4节两端加匚80箍圈，声测管加长4米。钢筋: N3 B25=(46-8)5.704米3.85Kg/米=834.50Kg 匚80箍圈=8个5.5648.0=356.1Kg检测管U型卡:
24、A12=4640.28=51.52Kg 检测管=1812.3+444.877=1890.33 Kg 接头套管,70: 16节4个0.1米5.74Kg/米=36.74Kg吊筋A20=152.15Kg 试拉件钢筋B32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长91.789米,钢筋笼共11节:L1节144个,L2节72个,L3节48个, 试拉件套筒3个,合计: 267个21 84-1同82-2222 80-19 类桩,新图纸, L1,L2节段4节两端加匚80箍圈，声测管加长5米。钢筋: N3 B25=(46-8)5.704米3.85Kg/米=834.5Kg 匚80箍圈=8个5.
25、5648.0=356.1Kg检测管U型卡:A12=4640.28=51.52Kg 检测管=1792.8+454.877=1890.34 Kg 接头套管,70: 16节4个0.1米5.74Kg/米=36.74Kg吊筋A20=152.15Kg 试拉件钢筋B32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长91.789米,钢筋笼共11节:L1节144个,L2节72个,L3节48个, 试拉件套筒3个,合计: 267个23 89-2同89-624 87-11 类桩,新图纸, L1,L2节段4节两端加匚80箍圈，L1节88根筋区三节用N3双箍圈6个;声测管加长4米。 钢筋: N3 B25
26、=(41-8+6)5.479米3.85Kg/米=822.67Kg 匚80箍圈=8个5.3638.0=343.23Kg检测管U型卡:A12=4140.28=45.92Kg 检测管=1597.7+444.877=1675.73 Kg 接头套管,70: 14节4个0.1米5.74Kg/米=32.14Kg吊筋A20=152.15Kg 试拉件钢筋B32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长81.789米,钢筋笼共10节:L1节176个,L2节88个,L3节40个, 试拉件套筒3个,合计:307个25 87-13同87-1126 80-22同80-1927 85-1 类桩,新图纸
27、, L1,L2节段4节两端加匚80箍圈，L1节88根筋区三节用N3双箍圈6个;声测管加长3.7米。钢筋: N3 B25=(41-8+6)5.479米3.85Kg/米=822.67Kg 匚80箍圈=8个5.3638.0=343.23Kg检测管U型卡:A12=4140.28=45.92Kg 检测管=1597.7+43.74.877=1669.88 Kg 接头套管,70: 14节4个0.1米5.74Kg/米=32.14Kg吊筋A20=152.15Kg 试拉件钢筋B32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长81.789米,钢筋笼共10节:L1节176个,L2节88个,L3节4
28、0个, 试拉件套筒3个,合计:307个28 85-3 类桩,新图纸, L1,L2节段4节两端加匚80箍圈，L1节88根筋区三节用N3双箍圈6个;声测管加长3.7米,加密段箍筋,12改为,10间距100mm改为80mm 钢筋: N3 B25=(41-8+6)5.479米3.85Kg/米=822.67KgN5 ,10= 5.577(150.2)+3.14(1.40.08取整数)(1.848+2.598)/2+5.803(200.08)0.617=418.28+271.35+1450.750.617=1320.61匚80箍圈=8个5.3638.0=343.23Kg检测管U型卡:A12=4140.28
29、=45.92Kg 检测管=1597.7+43.74.877=1669.88 Kg 接头套管,70: 14节4个0.1米5.74Kg/米=32.14Kg吊筋A20=152.15Kg 试拉件钢筋B32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长81.789米,钢筋笼共10节:L1节176个,L2节88个,L3节40个, 试拉件套筒3个,合计:307个29 79-2 类桩,新图纸, L1,L2节段4节两端加匚80箍圈，L1节88根筋区三节用N3双箍圈6个;声测管加长4.5米,加密段箍筋,12改为,10间距100mm改为80mm 钢筋: N3 B25=(41-8+6)5.479米3
30、.85Kg/米=822.67KgN5 ,10= 5.577(150.2)+3.14(1.40.08取整数)(1.848+2.598)/2+5.803(200.08)0.617=418.28+271.35+1450.750.617=1320.61匚80箍圈=8个5.3638.0=343.23Kg检测管U型卡:A12=4140.28=45.92Kg 检测管=1597.7+44.54.877=1685.49Kg 接头套管,70: 14节4个0.1米5.74Kg/米=32.14Kg吊筋A20=152.15Kg 试拉件钢筋B32 3根0.5米6.31g/米=9.47Kg套筒: N1-1主筋长81.789米,钢筋笼共10节:L1节176个,L2节88个,L3节40个, 试拉件套筒3个,合计:307个 现场技术负责人: 2010年11月26日 项目部负责人: 2010年 月 日
