主路口西幅2+665~2+775(二灰)第1页
序号桩号计算式数量m2备注
12+671.4~76089.5*15-14.7*14.7*3.1003.239
22+665~716.951.95*(28.5+30.8)/2-1494.595
32+716.95~7758.05*(30.8+30.5)/2-1688.205
42+665~760.94186.039
主路口西幅2+966.4+3+010.5(二灰)
序号桩号计算式数量m2备注
12+966.4~3+044.1*12.1533.61
主路口西幅3+285~3+326.9(二灰)
序号桩号计算式数量m2备注
13+285~326.941.9*15-14.7*14.7*3.289.2387
23+285~305.820.88*(25.5+27)/2+211115.64
32+665~760.91404.879
主路口西幅3+525~3+650(二灰)
序号桩号计算式数量m2备注
13+551.2~61968.1*15-14.7*14.7*3.2107.754管涵、三角、圆弧
23+525~+551.26.2*30.5-24.95*(6+2496.7924
33+551.2~61968.1*(30.5+29.5)/22043
43+619.3~3+612.9*(19.3+5)-4.7*296.1294
53+623.2~3+617.8*19.6348.88
63+525~3+6505292.555
主路口西幅3+816.3+3+859.3(二灰)
序号桩号计算式数量m2备注
13+816.3~85912.1*43520.3
主路口西幅4+223.3~4+300(二灰)
序号桩号计算式数量m2备注
14+223.3~29572.3*15-(14.7*14.7*465.9774圆弧
24+223~300(26+27.8)*37.95/2+(21964.68
34+223.3~4+3002430.657
主路口东幅2+665~2+775(二灰) 第2页序号桩号计算式数量m2备注
12+673.7~76289*15-14.7*14.7*3.14995.7387
22+665~716.951.95*(30.5+30.9)/2-1621.55
32+716.95~7758.05*(30.9+28.5)/21635.577
42+665~760.94252.866
主路口东幅2+966.4+3+010.5(二灰)
序号桩号计算式数量m2备注
12+966.5~3+044*12.1532.4
主路口东幅3+285~3+326.9(二灰)
序号桩号计算式数量m2备注
13+285~326.941.9*15-14.7*14.7*3.289.2387
23+285~305.820.88*(26+27)/2+21.01120.86
32+665~760.91410.099
主路口东幅3+525~3+650(二灰)
序号桩号计算式数量m2备注
13+525~586.561.54*(29.5+29)/2-161576.286
23+586.54~6563.46*(29+26)/2-17.81501.987
33+551.2~3+672.8*15-14.7*14.7*3.832.7387
43+525~3+6503911.012
主路口东幅3+817.5+3+859.3(二灰)
序号桩号计算式数量m2备注
13+817.5~85912.1*41.8505.78
主路口东幅4+224.76~4+300(二灰)
序号桩号计算式数量m2备注
14+229.5~29970.1*15-14.7*14.7*3.812.2387
24+224.76~30(26+27)*75.24/2-6.491902.379
34+223.3~4+3002714.618
主路西幅2+775~2+966.4(二灰) 第3页序号桩号计算式数量m2
12+775~820.919.6*45.9899.64
22+820.9~85030*(19.6+15.6)/2528
32+850.9~91115.6*60.8948.48
42+911.7~929(17.6+14.6)*18/2-0.7*0.7*3.14277.8757
52+929.7~96612.1*36.7444.07
6小计3098.066
主路西幅3+010.5~3+285(二灰)
序号桩号计算式数量m2
13+010.5~51.(41.05+45)*12.1/2 (路
520.6025
23+82.5;78.5(56.3+60.3)*12.1/2705.43
33+138.8+~15(14.6+17.1)*17.8/2-0.45*0.45*272.6121
43+156.6~20815.6*52811.2
53+208.6~232(15.6+14.6)*23.4/2353.34
63+232~27014.6*38554.8
73+270~28525.8*15-13.75*(4.3+2.2)-0.95*282.3607
8小计3500.345
主路西幅3+326.9~3+525(二灰)
序号桩号计算式数量m2
13+326.9~3+327.3*15.1-14.1*(4.3+1.7)-0.7*309.5201
3+342~40616.6*641062.4
23+406~3+42721*21.6-0.7*0.7*3.14/2452.8307
33+427~3+46134.3*21.6-0.7*0.7*3.14/2740.1107
43+461.3~47213.6*11149.6
53+472.3~490(13.6+17.6)*18.5/2288.6
63+490.8~52534.2*17.6601.92
7小计3604.981
主路西幅3+650~3+816.3(二灰)
序号桩号计算式数量m2
13+650~679.329.3*19.6574.28
3+679.3~709(15.6+19.6)*30/2528
23+709.3~77162*15.6967.2
33+771.3~787(17.3+14.3)*16.4/2-0.7*0.7*3.246.6507
43+787.7~81628.6*12.1346.06
5小计2662.191
主路西幅3+859.3~4+181.3路桥分界(二灰) 第4页 序号桩号计算式数量m2
13+859.3~4+0156.7*12.11896.07
24+016~032.8(14.3+17.3)*16.8/2-0.7*0.7*3.252.9707
34+032.8~4+1(148.5+149.5)*15.6/22324.4
4小计4473.441
主路东幅2+775~2+966.5(二灰)
序号桩号计算式数量m2
12+775~826.551.5*17.6906.4
22+826.5~846(17.6+15.6)*20/2332
32+846.5~90155*15.6858
42+901.5~91917.5*(17.6+14.6)/2-0.7*0.7*3.271.4357
52+919~966.547.5*12.1574.75
6小计2942.586
主路东幅3+010.5~3+285(二灰)
序号桩号计算式数量m2
13+010.5~054(43.53+33.5)*12.1/2 路桥466.0315
23+075;60~10(32.2+47.2)*12.1/2480.37
33+107.2~124(14.6+17.6)*17/2273.7
43+124.2~20515.6*80.81260.48
53+205~22015*(15.6+16.5)/2240.75
63+220~27050*16.6830
73+270~28526.3*15-14*(4.3+1.7)-0.7*0.7*295.8833
8小计3847.215
主路东幅3+326.9~3+525(二灰)
序号桩号计算式数量m2
13+326.9~34227.3*15.1-4.7*4.7*3.14/4394.8894
23+342~426.984.9*22.61918.74
33+426.9~44821.3*(22.6+20.6)/2-1.2*1.2*3.457.8192
43+448.2~47123*13.6312.8
53+471.2~50130*(13.6+19.6)/2498
3+501.2~52523.8*19.6466.48
6小计4048.729
主路东幅3+650~3+816.3(二灰) 第5页序号桩号计算式数量m2
13+650~3+78115.6*131.82056.08
23+781.8~3+7(17.3+14.3)*15.8/2-0.7*0.7*3.237.9507
3+797.6~81719.9*12.1240.79
3小计2534.821
主路东幅3+859.3~4+183路桥分界(二灰)
序号桩号计算式数量m2
13+895.3~4+012.1*179.72174.37
4+039~055(14.3+17.3)*16/2-0.7*0.7*3.14240.9807
24+055~4+183(128+129.2)*15.6/22006.16
3小计4421.511
主路石灰、粉煤灰、碎石(62828.7
第1页
主路口西幅2+665~2+775
序号项目名称桩号计算式数量m2 1圆弧处2+671.4~76089.5*15-15*15*3.14/2989.25
2主路口左2+665~716.951.95*(28.5+30.8)/2-1472.413
3主路口右2+716.95~7658.05*(30.8+30.5)/1265.638
4西幅小计2+665~760.93727.302主路口西幅2+966.4+3+010.5
序号项目名称桩号计算式数量m2 1主路口左2+966.4~3+011*44.1485.1
主路口西幅3+285~3+326.9
序号项目名称桩号计算式数量m2 1圆弧处3+285~326.941.9*15-15*15*3.14/2275.25
2主路口3+285~305.820.88*(25.5+27)/2+211053.24
3西幅小计2+665~760.91328.49主路口西幅3+525~3+650
序号项目名称桩号计算式数量m2 1管涵处含圆弧
3+551.2~61968.1*15-15*15*3.14/21080.969 2主路口左3+525~+551.26.2*30.5-24.95*(6+2373.8559
3主路口中3+551.2~61968.1*(30.5+29.5)/21900.5
4主路口右3+619.3~3+612.9*5-5.25*5.25*3.145.86344
5西幅小计3+525~3+6503401.188
主路口西幅3+816.3+3+859.3第2页
序号项目名称桩号计算式数量m2 1主路口3+816.3~84311*37.6413.6
主路口西幅4+223.3~4+300
序号项目名称桩号计算式数量m2 1圆弧处4+223.3~29572.3*15-2*(15*15*3.791.25
2主路口4+223~300(26+27.8)*37.95/2+(21836.704
4西幅小计4+223.3~4+3002627.954
主路口东幅2+665~2+775
序号项目名称桩号计算式数量m2 1圆弧处2+673.7~76289*15-15*15*3.14/2981.75
2+665~716.951.95*(30.5+30.9)/2-1232.448 2主路口东幅左
2+716.95~7658.05*(30.9+28.5)/21586.416 3主路口东幅右
4东幅小计2+665~760.93800.614
主路口东幅2+966.4+3+010.5
序号项目名称桩号计算式数量m2 1主路口2+995.5~3+011*15165主路口东幅3+285~3+326.9
序号项目名称桩号计算式数量m2 1圆弧处3+285~326.941.9*15-15*15*3.14/2275.25
2主路口3+285~305.820.88*(26+27)/2+21.01102.86
4东幅小计2+665~760.91378.11主路口东幅3+525~3+650第3页
序号项目名称桩号计算式数量m2 1主路口左3+541.8~+559.4*5-5.25*5.25*3.1427.91844
2主路口中3+551.2~62472.8*(15+29.5+15+262664.81
3主路口右3+624~3+65026*26-25*6.25-5.25*5402.2103
4东幅小计3+525~3+6503094.939主路口东幅3+817.5+3+859.3
序号项目名称桩号计算式数量m2 1主路口3+843.6~85911*15.7172.7主路口东幅4+224.76~4+300
序号项目名称桩号计算式数量m2 1圆弧处4+229.5~29970.1*15-15*15*3.14/2798.25
2主路口4+224.76~30(26+27)*75.24/2-9.3*1761.16
3东幅小计4+223.3~4+3002559.41主路西幅2+775~2+966.4
序号桩号计算式数量m2 12+850.9~2+914.5*60.8881.6
22+911.7~929(17+14)*18/2-1.25*1.25*3.14253.8594
32+929.7~96611*36.7403.7
4小计1539.159主路西幅3+010.5~3+285
序号桩号计算式数量m2 13+082.5~138(56.3+60.3)*11/2641.3
3+078.5~138.8
23+138.8~156(14+16.5)*17.8/2-1*1*3.14/2-250.43
33+156.6~20814.5*52754
43+208.6~232(14.5+13.5)*23.4/2327.6
53+232~27013.5*38513
63+270~28525.5*15-4.75*4.75*3.14/4-13.7268.4434
7小计2754.773主路西幅3+326.9~3+525第4页
序号桩号计算式数量m2 13+326.9~3+31*(2+4)-1.25*1.25*3.14/2 3.546875
3+326.9~3425*15.1-5.25*5.25*3.14/453.86344
23+406~3+427(6+5)*21/2-1.25*1.25*3.14/2113.0469
33+427~3+46120.5*34.3-1.25*1.25*3.14/2700.6969
43+461.3~472.312.5*11137.5
53+472.3~52512.75*52.7671.925
6小计1680.579主路西幅3+650~3+816.3
序号桩号计算式数量m2 13+709.3~3+771.314.5*62899
3+771.3~787(17+14)*16.4/2-1.25*1.25*3.14230.7719
23+787.7~3+816.311*28.6314.6
3小计1444.372主路西幅3+859.3~4+225
序号桩号计算式数量m2 13+903.6~4+01611*112.41236.4
4+016~032.8(13.5+17)*16.8-1.25*1.25*3.14232.6719
24+032.8~4+1(148.5+149.9)*14.5/22163.4
4+032.8~4+182.7
3小计3632.472主路东幅2+775~2+966.5
序号桩号计算式数量m2 12+775~826.513.25*51.5682.375
22+826.5~846.5(13.25+11.25)*20/2245
32+846.5~901.514.5*55797.5
42+901.5~919(17+14)*17.5/2-1.25*1.25*3.14248.8594
52+919~945.511*26.5291.5
6小计2265.234 主路东幅3+010.5~3+285第5页
序号桩号计算式数量m2 13+010.5~054.03(43.53+33.5)*11/2423.665
3+010.5~44
23+075~3+107.2(32.2+47.2)*11/2436.7
3+060~3+107.2
33+107.2~3+1(14+17)*17/2-(1+2.75)*8/2-1.2241.7969
43+124.2~20514.5*80.81171.6
53+284~285(2+4)*1-1.25*1.25*3.3.546875
6小计2277.309主路东幅3+326.9~3+525
序号桩号计算式数量m2 13+326.9~34222*15.1-5.25*5.25*3.14/4310.5634
23+342~406.916.75*64.91087.075
33+406.9~426.921.5*20430
43+426.9~44821.3*(19.5+21.5)/2-1.75*1.75*431.8419
53+448.2~471.212.5*23287.5
6小计2546.98主路东幅3+650~3+816.3
序号桩号计算式数量m2 13+650~3+781.814.5*131.81911.1
23+781.8~3+7(17+14)*15.8/2-1.25*1.25*3.14222.7469
3小计2133.847主路东幅3+859.3~4+225
序号桩号计算式数量m2 13+895.3~4+03911*179.71976.7
4+039~055(13.5+17)*16/2-1.25*1.25*3.14221.6094
24+055~4+149.514.5*94.51370.25
3小计3568.559
机动车道结构共5页46997.69抗车辙主路西幅第1页
序号桩号计算式数量m2 12+665~ 3.25*4.1513.4875
22+752.9~762.1519*9.25175.75
32+762.15~772.218.75*10.05188.4375
42+772.2~77518.5*2.818.5*2.8
52+775~820.918.5*45.9849.15
62+820.9~850.9(18.5+14.5)*30/2495
73+010.5~3+051.55;5511*(41.05+45)/2473.275
83+337-14~327.916*4.978.4
93+327.9~34215.75*14.1222.075
103+342~40615.5*64992
113+406~42715.75*21330.75
123+472.3~490.8 3.75*18.5/234.6875
133+490.8~549.95 3.75*59.15221.8125
14管涵11.75*80940
153+612.3~679.318.5*671239.5
163+679.3~709.3(18.5+14.5)*30/2495
173+853.6~903.611*50550
184+286.6~296.619*10190
194+296.6~4+30018.75*3.463.75
20西幅合计7553.075抗车辙主路东幅
序号桩号计算式数量m2 12+665~671.4518.75*6.45120.9375
22+671.45~68119*9.55181.45
32+762.5+1.25~775 3.25*11.2536.5625
42+775~846.5 3.25*71.5232.375
52+995.5-50~966.511*21231
62+966.5~995.511*29319
73+205~220(15.5+14.5)*15/2225
83+220~27015.5*50775
93+270~28415.75*14220.5
103+284~28816*464
113+326.9~406.9 4.75*80380
123+471.2~501.2(12.5+18.5)*30/2465
133+501.2~541.818.5*40.6751.1
143+541.8~550.4518.75*8.65162.1875
153+550.45~559.219*8.75166.25
163+793.6~798.211.25*4.651.75
173+798.2~843.611*45.4499.4
184+149.5~18314.5*(33.5+34.7)/2494.45
194+225.9~184.215.5*(10.1+9.8)/2154.225 4+226.2~4+236
204+229.6~4+300 4.75*0.4 1.9
21东幅合计5532.088
13085.16
抗车辙主路共
中粒式沥青混凝土辅路AC-20C 6c4.02E+10附表
面积=长度*宽度,面积=(上宽+下面积=长度*宽度,面积=(上宽+下宽)*长度/2
2+911.7~2+928.7:(4+7)*17/2=932+901.5~2+919.5:(4+7)*18/2=99m2
2+928.7~2+966.5:37.8*7=264.6m2+919.5~2+966.5:47*7-20*4=249m2
3+010.5~3+065:54.5*3=163.5m23+010.5~3+048:37.5*7=262.5m2
3+070.1~3+138.3:68.2*7=477.4m3+067.1~3+106.7:39.6*7=277.2m2
3+138.3~3+156.4:(7+4)*18/2=993+106.7~3+124.2:(7+4)*17.5/2=96.25m2
3+771.3~3+787.7:(4+7)*16.4/2=3+781.8~3+797.7:(4+7)*15.9/2=87.45m2
3+787.7~3+816:28.3*7=198.1m23+797.7~3+817.5:19.8*3=59.4m2
3+859.3~4+017:44.3*3+113.4*7=3+859.3~4+039.5:180.2*7=1261.4m2
4+017~4+032.8:(7+4)*15.8/2=864+039.5~4+055:(7+4)*15.5/2=85.25m2
良乡高教园六号路:良乡高教园六号路:
2+966.5~3+010.5:44*15-15*15*32+966.5~3+010.5:45*15-15*15*3.14/2-45*7-29*4=520.75
良乡高教园四号路:良乡高教园四号路:
3+816.3~3+859.3: 43*7-5.7*4+3+816~3+859.3: 41.8*3+15.7*4+42*15-15*15*3.14/2=464.9 3584.63463.15东西幅合计7047.75
040204003001附表2+665~4+300
现浇C10豆石混凝土、乙2型混凝土
西幅东幅
计算式:总长度=主线长度+路口长度
计算式:总长度=主线长度+路口长
主线长度:主线长度:
2+665~2+671.4:L=6.4m2+665~2+673.7:L=8.7m
2+760.9~2+826.4:L=65.5m2+762.5~2+836.5:L=74m
2+826.4~2+966.4:L=140m2+836.5~2+965.5:L=129m
3+010.5~3+065.8:L=55.3m3+010.5~3+044:L=33.5m
3+088.8~3+150:L=61.2m3+067~3+285:L=218m
3+150~3+285:L=135m3+326.9~3+436.9:L=110m
3+326.9~3+406.5:L=79.6m3+436.9~3+487:L=50.1m
3+406.5~3+471.3:L=64.8m3+487~3+551.2:L=64.2m
3+471.3~3+551.2:L=79.9m3+624~3+817.5:L=193.5m
3+619.3~4+816.3:L=197m3+859.3~4+182.7:L=323.4m
3+859.3~4+182.7:L=323.4m4+225~4+229.5:L=4.5m
4+222.3~4+223.3:L=1m4+299.6~4+300:L=0.4m
4+295.6~4+300:L=4.4m
路口长度:路口长度:
长虹东路:长虹东路:
2+671.4:L=16m2+671.4:L=15.5m
2+760.9:L=15.5m2+760.9:L=15.5m
良乡高教园六号路:良乡高教园六号路:
2+966.4:L=16.5m2+966.4:L=16m
3+010.5:L=17m3+010.5:L=16m
良乡高教园五号路:良乡高教园五号路:
3+285:L=16m3+285:L=16m
3+326.9:L=16m3+326.9:L=16.5m
良乡东路:良乡东路:
3+551.2:L=15+55.5m=70.5m3+551.2:L=15+2=17m
3+619.3:L=15+59=74m3+619.3:L=15+2=17m
良乡高教园四号路:良乡高教园四号路:
3+816.3:L=15.5+2=17.5m3+816.3:L=18m
3+859.3:L=15.5m3+859.3:L=16.5m
多宝路:多宝路:
4+223.3:L=17m4+223.3:L=16+5=21m
4+295.6:L=18.5+3=21.5m4+295.6:L=17m
2+995.5处人行过道预留口:10+10+2.5+4+261.5
3+843.6处人行过道预留口:10+10+2.5+2.550
减牦牛河挡墙 3.2*4=12.8m2938.3
合计:3037m-12.8
03037
L型-甲2混凝土立缘石 040204003002附表2+665~4+300: 桩号部位:
西幅 长度东幅
2+665~2+671.4:L=6.4m2+665~2+673.7:L=8.7m
2+760.9~2+966.4:L=205.5m2+762.5~2+965.5:L=203m
3+010.5~3+065.8:L=55.3m3+010.5~3+044:L=33.5m
3+088.8~3+150:L=61.2m3+067~3+285:L=218m
3+150~3+285:L=135m3+326.9~3+551.2:L=224.3m
3+326.9~3+551.2:L=224.3m3+624~3+817.5:L=193.5m
3+619.3~4+816.3:L=197m3+859.3~4+182.7:L=323.4m
3+859.3~4+182.7:L=323.4m4+225~4+229.5:L=4.5m
4+222.3~4+223.3:L=1m4+299.6~4+300:L=0.4m
4+295.6~4+300:L=4.4m
路口长度:路口长度:
长虹东路:长虹东路:
2+671.4:L=1/4*2*3.14*15=23.52+671.4:L=1/4*2*3.14*15=23.55m
2+760.9:L=1/4*2*3.14*15=23.52+760.9:L=1/4*2*3.14*15=23.55m
良乡高教园六号路:良乡高教园六号路:
2+966.4:L=1/4*2*3.14*15=23.52+966.4:L=1/4*2*3.14*15=23.55m
3+010.5:L=1/4*2*3.14*15=23.53+010.5:L=1/4*2*3.14*15=23.55m
良乡高教园五号路:良乡高教园五号路:
3+285:L=1/4*2*3.14*15=23.55m3+285:L=1/4*2*3.14*15=23.55m
3+326.9:L=1/4*2*3.14*15=23.53+326.9:L=1/4*2*3.14*15=23.55m
良乡东路:良乡东路:
3+551.2:L=1/4*2*3.14*15+55.53+551.2:L=1/4*2*3.14*15+2=25.55m
3+619.3:L=1/4*2*3.14*15+59=83+619.3:L=1/4*2*3.14*15+2=25.55m
良乡高教园四号路:良乡高教园四号路:
3+816.3:L=1/4*2*3.14*15+2=253+816.3:L=1/4*2*3.14*15=23.55m
3+859.3:L=1/4*2*3.14*15=23.53+859.3:L=1/4*2*3.14*15=23.55m
多宝路:多宝路:
4+223.3:L=1/4*2*3.14*15=23.54+223.3:L=1/4*2*3.14*15+5=28.55m
4+295.6:L=1/4*2*3.14*15+3=264+295.6:L=1/4*2*3.14*15=23.55m
2+665~2+(671.4-2.25):L=4.12+665~2+(673.7-2.25):L=6.45m
2+(760.9+1.25)~2+775:L=12.85m2+(762.5+1.25)~2+775:L=11.25m
2+775~2+(912.7-1):L=136.7m2+775~2+(902.5-1):L=126.5m
2+(920+0.5)~3+(146.8-0.5)2+(910.7+0.5)~3+(115.2-0.5):L=203.5m 3+(155.6+0.75)~3+(285-1.253+(123.2+1)~3+(285-1):L=159.8m
3+(326.9+1)~3+(407-1):L=3+(449+1)~3+(551.2-0.75):L=100.45m
3+(624+1)~3+(782.8-1):L=156.8m
3+(460.3+2)~3+(551.2-1.25)
3+(619.3+0.75)~3+(772.3-1):L=3+(789.2+0.5)~4+(047.5-0.5):L=257.3m
3+(778.7+0.5)~4+(025-0.5):L=24+(054+1)~4+182.7:L=126.95m
4+(031.8+1)~4+182.7:L=149.9m4+224.8~4+(236-0.75):L=10.45m
4+222.3~4+(232.8-1):L=9.5m
4+(295.6+0.75)~4+300:L=3.65m
路口长度:路口长度:无
良乡东路:55+55=110*2=220m
圆弧部分:L=1/2*3.14*2*1*2=6.圆弧部分:L=1/2*3.14*2*1*2=6.28m
长虹东路:
圆弧部分:L=1/2*3.14*2*1.25*2=7.85m
总计3083.982666.635750.61
040204003003附表2+665~4+300:
桩号部位:
西幅 长度东幅 长
主线长度:主线长度:
2+665~2+(671.4-2.25):L=4.12+665~2+(673.7-2.25):L=6.45m
圆弧部分:L=1/2*3.14*2*2.25=7圆弧部分:L=1/2*3.14*2*2.25=7.07m
2+(760.9+1.25)~2+775:L=12.85m2+(762.5+1.25)~2+775:L=11.25m
圆弧部分:L=1/2*3.14*2*1.25=3圆弧部分:L=1/2*3.14*2*1.25=3.93m
2+775~2+(912.7-1):L=136.7m2+775~2+(902.5-1):L=126.5m
圆弧部分:L=1/2*3.14*2*1=3.14圆弧部分:L=1/2*3.14*2*1=3.14m
2+(920+0.5)~3+(146.8-0.5)2+(910.7+0.5)~3+(115.2-0.5):L=174.45m
圆弧部分:L=1/2*3.14*2*0.5*2=圆弧部分:L=1/2*3.14*2*0.5*2=3.14m
3+(155.6+0.75)~3+(285-1.253+(123.2+1)~3+(285-1):L=159.8m
圆弧部分:L=1/2*3.14*2*0.75+1圆弧部分:L=1/2*3.14*2*1*2=6.28m
3+(326.9+1)~3+(407-1):L=3+(447.5+1.5)~3+(551.2-0.75):L=100.45m
圆弧部分:L=1/2*3.14*2*0.5*2=圆弧部分:L=1/2*3.14*2*1.5+1/2*3.14*2*0.75=7.07m
3+(624+1)~3+(782.8-1):L=156.8m
3+(460.3+2)~3+(551.2-1.25)
圆弧部分:L=1/2*3.14*2*2+1/2*圆弧部分:L=1/2*3.14*2*1*2=6.28m
3+(619.3+0.75)~3+(772.3-1):L=3+(789.2+0.5)~4+(047.5-0.5):L=252.3m
圆弧部分:L=1/2*3.14*2*0.75+1圆弧部分:L=1/2*3.14*2*0.5*2=3.14m
3+(778.7+0.5)~4+(025-0.5):L=24+(054+1)~4+182.7:L=126.95m-42.06=84.89
圆弧部分:L=1/2*3.14*2*0.5*2=4+224.8~4+(236-0.75):L=10.45m
4+(031.8+1)~4+182.7:L=149.9m-圆弧部分:L=1/2*3.14*2*1+1/2*3.14*2*0.75=5.5m
4+222.3~4+(232.8-1):L=9.5m
圆弧部分:L=1/2*3.14*2*1*2=6.28m
4+(295.6+0.75)~4+300:L=3.65m
圆弧部分:L=1/2*3.14*2*0.75=2.36m
中央隔离带2+665圆弧部分:L=1/2*3.14*2*3=9.42m
2+(767.2+5)~3+(274.5-4.5):L=919.52m
圆弧部分:L=1/2*3.14*2*5+1/2*3.14*2*4.5=29.83m
3+(337+5)~3+(546.8-5):L=199.8*2=399.6m
圆弧部分:L=1/2*3.14*2*5+1/2*3.14*2*5=31.4m
3+(627.2+5)~4+182.7:L=550.5*2-20=1081m
4+224.76~4+(236-4.75):L=599.05*2=12.98m
圆弧部分:L=1/2*3.14*2*5+1/2*3.14*2*4.75=30.62m
3725.711128.894854.6
清单项目:人行道块料铺设 清单编号:040204001001 桩号:2+665~4+300西幅
主线人行道块料铺设面积=人行道总面积-盲道砖面积-树池面积
人行道面积=长度*宽度
树池面积=长度*宽度*个数
盲道砖面积=长度*宽度
2+665~2+671.4: 6.4*6.28-6.436.22
2+760.9~2+826.4:65.5*4.28-65.5*0.62=239.73
2+826.4~2+966.4: 140*3.78-140442.4
3+010.5~3+065.8: 55.3*2.78-55.119.448
3+088.8~3+150: 61.2*3.78-61.193.392
3+150~3+285: 135*4.2813358.349
3+326.9~3+406.5: 2.78-79.171.936
3+406.5~3+471.3: 64.8*3.78-64.204.768
3+471.3~3+551.2: 79.9*4.28-79.292.434
3+619.3~4+816.3: 97*3.78-19622.52
3+859.3~4+182.7: 323.4*3.78-323.1021.944
4+222.3~4+223: 1*3.78- 3.16
4+295.6~4+300: 4.4*2.78-4.9.504
3715.8
扇形面积=1/4圆面积(1/4*3.14*R2)
外围三角形面积=(半径-人行道宽度)2/2
盲道面积=长度*宽度
路口延伸人行道面积=长度*宽度
延伸盲道面积=长度*宽度
长虹东路:
121.1218
2+671.4: 1/4*3.14*15*15-((15-6.28)*(
2+760.9: 1/4*3.14*15*15-((15-4.28)-160.691
良乡高教园六号路:
2+966.4: 1/4*3.14*15*15-((15-3.7896.5068
3+010.5: 1/4*3.14*15*15-((15-2.786.0268
良乡高教园五号路:
3+285: 1/4*3.14*15*15-((15-4.2102.6118
3+326.9: 1/4*3.14*15*15-((15-279.4818
良乡东路:
3+551.2: 1/4*3.14*15*15-((15-4.28335.0418
3+619.3: 343.8068
良乡高教园四号路:
3+816.3 1/4*3.14*15*15-(104.9968
3+859.3: 1/4*3.14*15*15-((15-3.7897.1268
多宝路:
4+223.3: 1/4*3.14*15*15-((15-3.7896.8168
4+295.6: 1/4*3.14*15*15-((93.9568
2+995.5处人行过道预留口: 178.75
3+843.6处人行过道预留口:10*10+5*2.5+5125
2021.94
东幅
主线人行道块料铺设面积=人行道总面积-盲道砖面积-树池面积人行道面积=长度*宽度
树池面积=长度*宽度*个数
盲道砖面积=长度*宽度
2+665~2+673.7: 8.7*4.28-8.31.842
2+762.5~2+836.5: 74*6.28-74418.84
2+836.5~2+965.5: 129*3.78-129407.64
3+010.5~3+044: 33.5*3.78-33.5105.86
3+067~3+285: 218*3.78-218688.88
3+326.9~3+436.9: 110*2.78-11237.6
3+436.9~3+487: 50.1*4.78-50.208.416
3+487~3+551.2: 64.2*3.78-64.202.872
3+624~3+817.5: 193.5*3.78-193.611.46
3+859.3~4+182.7: 323.4*3.78-323.1021.944
4+225~4+229.5: 4.5*3.78-4.14.22
4+299.6~4+300: 0.4小计:0.864
3950.438
+(路口延伸人行道面积-延伸盲道面积)路口人行道块料铺设面积=扇形面积-外围三角形面积-盲道面积
扇形面积=1/4圆面积(1/4*3.14*R2)
外围三角形面积=(半径-人行道宽度)2/2
盲道面积=长度*宽度
路口延伸人行道面积=长度*宽度
延伸盲道面积=长度*宽度
长虹东路:
2+673.7: 1/4*3.14*15*15-((15-4.103.8518
2+762.5: 1/4*3.14*15*15-((15-6122.0518
良乡高教园六号路:
2+965.5: 1/4*3.14*15*15-((15-397.7468
3+010.5: 1/4*3.14*15*15-((15-3.798.0568
良乡高教园五号路:
3+285: 1/4*3.14*15*15-((15-391.7018
3+326.9: 1/4*3.14*15*15-((15-279.4818
良乡东路:
3+551.2: 1/4*3.14*15106.9968
3+624: 1/4*3.14*15636.2518
良乡高教园四号路:
3+817.5: 1/4*3.14*15*15-((15-395.8868
3+859.3: 1/4*3.14*15*15-((15-3.96.5068
多宝路:
4+229.5:1/4*3.14*15*15-((15-3.78)*(15113.5468
4+299.6: 1/4*3.14*15*15-((15-86.0268
小计:1728.107
树池面积1.25*1.25*460=718.75m东西合计11416.28
合计:11416.28-781.75=10634.53m2
2页
464.95m2
延伸盲道面积)