土木毕设论文之工程量计算.docx

1、土木毕设论文之工程量计算第四章 工程造价计算4.1 工程量计算4.1.1主体钢筋混凝土工程1. 钢筋混凝土梁1) 顶层KLA1，截面尺寸:300700，个数:2，长度=7.2+3.05+1.35-1.2=10.4mV=0.30.710.42=4.368m3L25, 截面尺寸200350，个数:2，长度=3.5-0.15=3.35mV=0.20.353.352=0.469m3KLAk，截面尺寸:300600，个数:2，长度=3.05-0.6=2.45m3001450，个数:2，长度=3.55-0.6=2.95mV=0.30.62.452+0.31.452.952=3.4485m3KLAh，截面尺

2、寸:900300，个数:2，长度=7.2-0.6=6.6mV=0.90.36.62=3.564m3KLAf，截面尺寸:300700，个数:2，长度=7.2-0.6=6.6m300600，个数:2，长度=3.05-0.6=2.45m300400，个数:2，长度=3.55-0.6=2.95mV=(0.30.76.6+0.30.62.45+0.30.42.95)2=4.362m3KLAd，截面尺寸:900300，个数:2，长度=7.2-0.6=6.6m300400，个数:2，长度=3.05+3.55=6.6mV=(0.90.36.6+0.30.46.6)2=5.148m3KLAb，截面尺寸:3007

3、00，个数:2，长度=7.2-0.6=6.6m300400，个数:2，长度=3.05+3.55=6.6mV=(0.30.76.6+0.30.46.6)2=4.356m3KLAy=KLAdV=5.148m2KLAw，截面尺寸:300700，个数:2，长度=7.2-0.6=6.6m300400，个数:2，长度=3.05-0.6=2.95m3001450，个数:2，长度=3.55-0.3=3.25mV=(0.30.76.6+0.30.42.95+0.31.453.25)2=6.308m3Lu, 截面尺寸:200500, 个数:2，长度=7.2-0.6=6.6mV=0.20.56.62=0.132m3

4、KL23，截面尺寸:300750，个数:1，长度=63.8-120.6-0.8=55.8mV=0.30.7555.8=12.56m3KL24，截面尺寸:300600，个数:1，长度=63.8-120.6-0.8=55.8mV=0.30.655.8=10.044m3KL25，截面尺寸:3001700，个数:2，长度=4.654-1=17.6m3001450，个数:2，长度=5.8-0.6=5.2m3001000，个数:1，长度=8-0.6=7.2m300600， 个数:2，长度=3.5-0.5=3mV=(0.31.717.6+0.31.455.2)2+0.317.2 +0.30.632=25.7

5、16m3KL26，截面尺寸:300800，个数:1，长度=4.654+5.8-2.4-0.8=21.2m300750，个数:1，长度=4.654+5.8-3.2=21.2mV=0.30.821.2+0.30.7521.2=9.858m3合计:95.482 m32) 三层KLA1，截面尺寸:300700，个数:2，长度=7.2+3.05+1.35-1.2=10.4mV=0.30.710.42=4.368m3L14, 截面尺寸200400，个数:2，长度=3.5-0.15=3.35mV=0.20.43.352=0.536m3KLAk，截面尺寸:300600，个数:2，长度=3.05-0.6=2.4

6、5m300700，个数:2，长度=3.55-0.6=2.95mV=0.30.62.452+0.30.72.952=2.121m3KLAh，截面尺寸:900300，个数:2，长度=7.2-0.6=6.6mV=0.90.36.62=3.564m3KLAf，截面尺寸:300700，个数:2，长度=7.2-0.6=6.6m300600，个数:2，长度=3.05+3.55-1.2=5.4mV=(0.30.76.6+0.30.65.4)2=4.716m3KLAd，截面尺寸:900300，个数:2，长度=7.2-0.6=6.6m300600，个数:2，长度=3.05-0.6=2.95mV=(0.90.36.

7、6+0.30.62.95)2=4.626m3Lab, 截面尺寸,200300, 个数:2，长度=3.55-0.6=2.95mV=0.20.32.952=0.354m3KLAb，截面尺寸:300700，个数:2，长度=7.2-0.6=6.6m300600，个数:2，长度=3.05+3.55=6.6mV=(0.30.76.6+0.30.66.6)2=5.148m3KLAy, 截面尺寸:900300，个数:2，长度=7.2-0.6=6.6m300600，个数:2，长度=3.05+3.55=6.6mV=(0.90.36.6+0.30.66.6)2=5.94m3KLAw，截面尺寸:300700，个数:2

8、，长度=7.2-0.6=6.6m300600，个数:2，长度=3.05-0.6=2.95m3001450，个数:2，长度=3.55-0.3=3.25mV=(0.30.76.6+0.30.62.95+0.31.453.25)2=6.662m3Lu, 截面尺寸:200500, 个数:2，长度=7.2-0.6=6.6mV=0.20.56.62=0.132m3KL23，截面尺寸:300750，个数:1，长度=63.8-120.6-0.8=55.8mV=0.30.7555.8=12.56m3KL24，截面尺寸:300600，个数:1，长度=63.8-120.6-0.8=55.8mV=0.30.655.8

9、=10.044m3KL25，截面尺寸:3001700，个数:2，长度=4.654-1=17.6m3001450，个数:2，长度=5.8-0.6=5.2m3001000，个数:1，长度=8-0.6=7.2m300600， 个数:2，长度=3.5-0.5=3mV=(0.31.717.6+0.31.455.2)2+0.317.2 +0.30.632=25.716m3KL26，截面尺寸:300800，个数:1，长度=4.654+5.8-2.4-0.8=21.2m300750，个数:1，长度=4.654+5.8-3.2=21.2mV=0.30.821.2+0.30.7521.2=9.858m3合计:96

10、.345m33) 二层KLA1，截面尺寸:300850，个数:1，长度=7.2+3.05+3.55-1.5=12.3mV=0.30.8512.3=3.1365m3KLAk，截面尺寸:300600，个数:2，长度=3.05-0.6=2.45m300850，个数:2，长度=3.55-0.6=2.95mV=0.30.62.452+0.30.852.952=2.3865m3KLAh，截面尺寸:900300，个数:2，长度=7.2-0.6=6.6mV=0.90.36.62=3.564m3KLAf，截面尺寸:300700，个数:2，长度=7.2-0.6=6.6m300600，个数:2，长度=3.05+3.

11、55-1.2=5.4mV=(0.30.76.6+0.30.65.4)2=4.716m3KLAd，截面尺寸:900300，个数:2，长度=7.2-0.6=6.6m300600，个数:2，长度=3.05-0.6=2.95mV=(0.90.36.6+0.30.62.95)2=4.626m3LAb, 截面尺寸,200300, 个数:2，长度=3.55-0.6=2.95mV=0.20.32.952=0.354m3KLAb，截面尺寸:300700，个数:2，长度=7.2-0.6=6.6m300600，个数:2，长度=3.05+3.55=6.6mV=(0.30.76.6+0.30.66.6)2=5.148m

12、3KLAy, 截面尺寸:900300，个数:2，长度=7.2-0.6=6.6m300600，个数:2，长度=3.05+3.55=6.6mV=(0.90.36.6+0.30.66.6)2=5.94m3KLAw，截面尺寸:300700，个数:2，长度=7.2-0.6=6.6m300600，个数:2，长度=3.05+3.55=6.6mV=(0.30.76.6+0.30.66.6)2=5.148m3Lu, 截面尺寸:200500, 个数:2，长度=7.2-0.6=6.6mV=0.20.56.62=0.132m3KLg，截面尺寸:300850，个数:1，长度=7.2+3.05+1.35-1.2=10.4

13、mV=0.30.8510.4=2.652m3LA1-1, 截面尺寸:300500，个数:1，长度=3.55mV=0.30.53.55=0.5325m3LA1-2, 截面尺寸:200500，个数:1，长度=3.55-1.35=2.2mV=0.20.52.2=0.022m3LA14-1, 截面尺寸:300500，个数:1，长度=3.5-1.6=1.9mV=0.30.51.9=0.285m3KL23，截面尺寸:300700，个数:1，长度=63.8-120.6-0.8=55.8mV=0.30.7055.8=11.718m3KL24，截面尺寸:300600，个数:1，长度=63.8-120.6-0.8

14、-7.2=48.6m 300700, 个数:1，长度=8-0.6=7.2mV=0.30.648.6+0.30.77.2=10.26m3KL25，截面尺寸:300900，个数:2，长度=4.652-0.7=8.6m300850，个数:1，长度=6+7.2=13.2m300600， 个数:2，长度=14mV=(0.30.98.6+0.30.614)2+0.30.8513.2=13.05m3KL26，截面尺寸:300850，个数:1，长度=7.2m300750，个数:1，长度=63.8-7.5-7.2=49.1mV=0.30.857.2+0.30.7549.1=12.8835m3合计:86.554m

15、34) 首层KLA1，截面尺寸:300700，个数:1，长度=7.2+3.05+3.55-1.5=12.3mV=0.30.712.3=2.583m3LA1-1，截面尺寸:250500，个数:2，长度=3.55+3.55-0.3=3.25mV=0.250.53.252=0.8126m3KLAk，截面尺寸:300500，个数:2，长度=3.55+3.55-1.2=5.4mV=0.30.55.42=1.62m3KLAh，截面尺寸:300700，个数:2，长度=7.2-0.6=6.6mV=0.30.76.62=2.772m3KLAf，截面尺寸:300700，个数:2，长度=7.2-0.6=6.6m30

16、0500，个数:2，长度=3.05+3.55-1.2=5.4mV=(0.30.76.6+0.30.55.4)2=4.392m3LAd，截面尺寸:250500，个数:2，长度=3.55+3.55-0.3=3.25mV=0.250.53.252=0.8126m3KLAd，截面尺寸:300700，个数:2，长度=7.2+3.05+3.55-1.2=12.6mV=0.30.712.62=5.292m3KLAf，截面尺寸:300700，个数:2，长度=7.2+3.05+3.55-1.8=12mV=0.30.7122=5.04m3KLAy, 截面尺寸:300700，个数:2，长度=7.2+3.05-1.2

17、=9.05m300500，个数:2，长度=3.55mV=(0.30.79.05+0.30.53.55)2=4.866m3KLAw，截面尺寸:300700，个数:2，长度=7.2-0.6+3.55-0.6=9.55m300500，个数:2，长度=3.05-0.6=2.55mV=(0.30.79.55+0.30.52.55)2=4.776m3KLg，截面尺寸:300700，个数:1，长度=7.2+3.05+1.35-1.2=10.4mV=0.30.710.4=2.184m3KL23，截面尺寸:300500，个数:1，长度=63.8-120.6-0.8-7.2=48.6m 300700, 个数:1，

18、长度=8-0.6=7.2mV=0.30.548.6+0.30.77.2=8.802m3KL24，截面尺寸:300500， 个数:2，长度=63.8-120.6-0.8-7.2=48.6m300700， 个数:2，长度=8-0.6=7.2mV=0.30.548.6+0.30.77.2=8.802m3KL25-1，截面尺寸:300500， 个数:2，长度=63.8-120.6-0.8-7.2-2.4=46.2m300700， 个数:2，长度=8-0.6=7.2mV=0.30.546.2+0.30.77.2=8.442m3KL26，截面尺寸:300500， 个数:2，长度=63.8-120.6-0.

19、8-7.2-3.8=44.8m300700， 个数:2，长度=8-0.6=7.2mV=0.30.544.8+0.30.77.2=8.232m3合计:69.428m3总计:347.809m32. 钢筋混凝土柱1) 四层结构柱:尺寸:600600,个数:47，柱高;3.9m400600,个数:7， 柱高;3.9mV=0.60.6473.9+0.40.673.9=72.54m3构造柱:尺寸:200300,个数:13，柱高;3.2mV=0.20.3133.2=2.5m3合计:75.04m32) 三层结构柱:尺寸:600600,个数:47，柱高;3.9m400600,个数:7， 柱高;3.9mV=0.6

20、0.6473.9+0.40.673.9=72.54m3构造柱:尺寸:200300,个数:13，柱高;3.2mV=0.20.3133.2=2.5m3合计:75.04m33) 二层结构柱:尺寸:600600,个数:47，柱高;3.9m400600,个数:7， 柱高;3.9mV=0.60.6473.9+0.40.673.9=72.54m3构造柱:尺寸:200300,个数:13，柱高;3.2mV=0.20.3133.2=2.5m3合计:75.04m34) 首层结构柱:尺寸:600600,个数:47，柱高;5.4m400600,个数:7， 柱高;5.4mV=0.60.6475.4+0.40.675.4=

21、100.4m3构造柱:尺寸:200300,个数:13，柱高;3.7mV=0.20.3133.7=2.89m3合计:103.29m3总计:328.05m33. 钢筋混凝土楼板1) 四层:300厚B1:尺寸:（4.65-0.45）(7.2-0.3)=28.98m2,个数:4V=34.776 m3B2:尺寸:（4.65-0.45-0.15）(7.2-0.3)=27.945m2,个数:8V=67.068m3110厚尺寸:3.55(4.654+5.8-1.3)-0.70.7=81.515m2,个数:2V=17.933m3100厚尺寸:(3.05-0.6)(63.8-120.3)+(0.9+6.8)7.2

22、=208.95m2,个数:1(1.35-0.2)(3.5-0.15)=3.8525m2，个数:2V=21.28m3合计:141.057m32) 三层:300厚B1:尺寸:（4.65-0.45）(7.2-0.3)=28.98m2,个数:4V=34.776 m3B2:尺寸:（4.65-0.45-0.15）(7.2-0.3)=27.945m2,个数:8V=67.068m3110厚尺寸:5.83.55=20.59m2,个数:2V1=4.5298m3尺寸:(4.652-1.85-0.4)3.55=25.028m2,个数:2V2=5.506m3100厚尺寸:1.153.5=4.025 m2,个数:2V1=

23、0.805m3尺寸:（1.5-0.4）3.55=3.905m2,个数:2V2=0.781m3尺寸:(1.85-0.2)3.55=5.8575m2,个数:2V3=1.172m3尺寸:(3.05-0.6)(63.8-120.3)+(0.9+6.8)7.2=208.95m2,个数:1V4=20.895m3合计:135.533m33) 二层:300厚B1:尺寸:（4.65-0.45）(7.2-0.3)=28.98m2,个数:4V=34.776 m3B2:尺寸:（4.65-0.45-0.15）(7.2-0.3)=27.945m2,个数:8V=67.068m3110厚尺寸:（3.5-0.2）3.55=11

24、.715m2,个数:2V1=2.577m3尺寸:（5.8-0.1）3.55=11.715m2,个数:2V2=4.4517m3尺寸:(4.652-1.85-0.4)3.55=25.028m2,个数:2V3=5.506m3尺寸:(8-0.6)3.55=25.26m2,个数:2V4=5.6232m3100厚尺寸:(1.5-0.5)3.55=3.55m2,个数:2V1=0.781m3尺寸:(1.85-0.15)3.55=4.025m2,个数:2V2=0.805m3尺寸:（1.5-0.4）3.55=3.905m2,个数:2V3=1.328m3尺寸:(1.85-0.2)3.55=5.8575m2,个数:2

25、V3=1.172m3尺寸:(3.05-0.6)(63.8-120.3)+ 6.87.2=202.47m2,个数:1V4=20.247m3合计144.558m34) 首层:300厚B1:尺寸:（4.65-0.45）(7.2-0.3)=28.98m2,个数:4V=34.776 m3B2:尺寸:（4.65-0.45-0.15）(7.2-0.3)=27.945m2,个数:8V=67.068m3110厚尺寸:5.83.55=20.59 m2,个数:2V1=4.5298m3尺寸:(4.652-1.85-0.4)3.55=25.028m2,个数:2V2=5.506m3尺寸:(8-0.6)3.55=25.56

26、m2,个数:2V3=5.6232m3100厚尺寸:1.053.55=3.7275m2,个数:2V1=0.746m3尺寸:（1.35-0.25）（3.5-1.6）=2.09m2,个数:2V2=0.418m3尺寸:(1.5-0.2)3.55=4.615m2,个数:2V3=0.923m3尺寸:(1.85-0.15)3.55=6.035m2,个数:2V3=1.207m3尺寸:(3.05-0.6)(63.8-120.3)+ 6.87.2=202.47m2,个数:1V4=20.47m3合计:141.267m3总计:562.445m34. 钢筋混凝土楼梯一层:1) 踏步体积:第一跑:=三角形面积（1/2踏步

27、宽度踏步高度）梯板净宽踏宽数。=0.30.15850.51.7513=0.541m3第二跑:=三角形面积（1/2踏步宽度踏步高度）梯板净宽踏宽数。=0.30.15850.51.7513=0.541m32) 梯板体积:第一跑板净宽楼梯斜长梯板厚度=1.751.1313.90.13=1m3第二跑:=梯板净宽楼梯斜长梯板厚度=1.751.1313.90.13=1m33) 休息平台体积:=(1.95-0.252)(1.752+0.1)0.1=0.522m3合计:3.604m3二层:1) 踏步体积:第一跑:=三角形面积（1/2踏步宽度踏步高度）梯板净宽踏宽数。=0.30.15850.51.7512=0.

28、499m3第二跑:=三角形面积（1/2踏步宽度踏步高度）梯板净宽踏宽数。=0.30.15850.51.7512=0.0.499m32) 梯板体积:第一跑:=梯板净宽楼梯斜长梯板厚度=1.751.1313.90.13=0.926m3第二跑:=梯板净宽楼梯斜长梯板厚度=1.751.1313.60.13=0.9256m33) 休息平台体积:=(1.95-0.252)(1.752+0.1)0.1=0.522m3合计:3.372m3三层:1) 踏步体积:第一跑:=三角形面积（1/2踏步宽度踏步高度）梯板净宽踏宽数。=0.30.15850.51.7512=0.499m3第二跑:=三角形面积（1/2踏步宽度踏步高度）梯板净宽踏宽数。=0.30.15850.51.7512=0.499m32) 梯板体积:第一跑:=梯板净宽楼梯斜长梯板厚度=1.751.1313.90.13=0.926m3第二跑:=梯板净宽楼梯斜长梯板厚度=1.751.1313.60.13=0.9256m33) 休息平台体积:=(1.95-0.252)(1.752+0.1)0.1=0.522m3合计:3.372m3总计:10.348m35. 钢筋混凝土过梁:门窗洞口不小于500时设钢筋混凝土过梁过梁长度为门窗洞口宽度加500，过