技能點(diǎn)5單層門式剛架工程工程量計(jì)算實(shí)務(wù)訓(xùn)練

1、工程量計(jì)算書如表1所示表1工程量計(jì)算表1.實(shí)腹鋼柱（1）鋼柱序號(hào)規(guī)格長(zhǎng)度(m)數(shù)量面積（m2）分規(guī)格匯總重量（11個(gè)）1-200*129.25423.722厚: 0.37m2*164.9kg/m2*11=0.617t 20厚: 0.33m2*157kg/m2*11=0.57t14厚: 4.32m2*109.9kg/m2*11=5.222t12厚: 7.76m2*94.2kg/m2*11=8.041t10厚: 1.64m2*78.5kg/m2*11=1.416t8厚: 10.63m2*62.8kg/m2*11=7.343t6厚: 0.18m2*47.1kg/m2*11=0.163t 小計(jì)23.3

2、72t2-200*128.75623.53-376*89.28226.984-200*149.823.925-372*89.813.6515-200*220.6320.2517-200*120.38920.1619-200*220.5810.1220-248*200.4430.3321-376*100.520.3822-200*120.520.223-200*120.520.224-200*100.220.0825-372*100.520.3726-200*140.520.227-200*140.520.228-200*100.220.0830-85*100.12520.0234-120*60

3、.2560.1835-95*100.37640.1436-96*100.37680.2937-95*100.37240.1438-96*100.37240.14（2）抗風(fēng)柱39-250*200.3580.720厚： 0.75m2*157kg/m2=0.118t10厚： 0.32m2*78.5kg/m2=0.025t6厚： 0.43m2*47.1kg/m2=0.02tHN300*150*6.5*9* 76.12m*37.3kg/m2=2.839t 小計(jì)3.002t40-80*200.0880.0541-107*60.25160.4342-150*100.2780.3243HN300*150*6.

4、5*99.327437.30844HN300*150*6.5*99.702438.808備注數(shù)量中已包括兩側(cè)鋼柱合計(jì) 鋼柱共計(jì)：26.374t2.屋架（11個(gè)）序號(hào)規(guī)格長(zhǎng)度(m)數(shù)量(個(gè))面積（m2）分規(guī)格匯總重量（11個(gè)）1-175*1211.75824.1222厚 0.7m2*164.9kg/m2*11=1.27t14厚 0.2m2*109.9kg/m2*11=0.242t12厚 10.93m2*94.2kg/m2*11=11.326t10厚 0.14m2*78.5kg/m2*11=0.121t8厚 12.67m2*62.8kg/m2*11=8.752t6厚 1.65m2*47.1kg/m

5、2*11=0.855t高強(qiáng)螺栓： 40個(gè)*11=440個(gè) 小計(jì)： 22.566t 高強(qiáng)螺栓：440個(gè)2-175*1211.78324.123-326*811.78227.684-175*124.01121.45-175*123.68521.296-622*84.01112.497-623*84.00912.58-250*60.2221.19-100*60.25220.5510-200*220.5320.2111-175*220.5340.3712-200*220.5810.1213-85*100.12540.0414-90*100.10580.0815-84*140.60940.216-90*

6、100.13520.0217高強(qiáng)螺栓40個(gè) 總合計(jì)：屋架：22.566t 高強(qiáng)螺栓：440個(gè)3.（A、C）軸墻架（1）檁條序號(hào)規(guī)格長(zhǎng)度數(shù)量總長(zhǎng)度分規(guī)格合計(jì)重量（*2）2#120.91816.2132.4m*0.888kg/m=0.118t1.220241.320263#12+32*21.0181888 m *0.888 kg/m =0.078 t88 m *1.48 kg/m =0.13 t1.320268#C160*70*20*27.254388.8539 m *2*5.338 kg/m =5.784t2.110211.823.63.1526.31.244.87.4514104.3（2）鋼門

7、柱9#2164.02824.4 m *19.725 kg/m =0.481t2.124.2（3）鋼門梁28.8 m *19.72 kg/m 5=0.568t10#2167.2214.4（4）鋼斜撐4#122.61846.8202.8 m *0.888 kg/m =0.18 t2.732054.8（5）鋼墻柱QZ-100*80.1620.038厚：2.86 *62.8 kg/ =0.18t5厚:0.442 *39.25 kg/ =0.017tC型鋼107.36 m *6.673 kg/m =0.716t-150*50.1610.22-120*80.1620.04-100*80.15440.062

8、C160*70*20*2.52.4424.88m 本頁(yè)小計(jì)：墻架1.752t 墻檁條6.5t4. 13 軸 墻 架（1）檁條序 號(hào)規(guī) 格長(zhǎng)度(m)數(shù)量總長(zhǎng)度/面積分規(guī)格合計(jì)重量2#120.91091264.6m*0.888 kg/m =0.057t1.010101.21214.41.32431.28#C160*70*20*25.21472.8C型鋼：255.5m*5.338 kg/m=1.364t6.012725.014702.1816.81.823.61.289.62.0524.13.326.6（2）鋼門柱9#2164.02821612.2 m *19.752 kg/m =0.241t2.1

9、24.2（3）鋼門梁10#2165.01521611 m *19.752 kg/m =0.217t6.016（4）鋼斜撐4#121.8814.41245.08 m *0.888 kg/m =0.04t1.98815.842.52410.082.3824.76（5）鋼墻柱QZ2 (2根)-100*80.1620.038厚： 0.26*62.8 kg/ =0.016t5厚： 0.04 *39.25 kg/=0.002tC型鋼：9.76m *6.673 kg/m =0.065t-100*80.1620.03-120*80.15440.07-150*50.1610.022C160*70*20*2.52

10、.4424.88 本頁(yè)小計(jì)：墻架0.573t 墻檁條 1.429tQZ4 （2根）-100*80.25610.038厚： 0.22*62.8 kg/=0.014t5厚： 0.04*39.25 kg/=0.002tC型鋼：7.72m*6.673 kg/m=0.052t-120*80.15410.02-100*80.15420.03-150*50.1610.02-120*80.25610.032C160*70*20*2.51.9323.86QZ5 (2根)-100*80.25610.038厚： 0.26*62.8 kg/=0.016t5厚： 0.04*39.25 kg/=0.002tC型鋼：7.7

11、2m*6.673 kg/m=0.052t-120*80.15410.02-100*80.15430.05-150*50.1610.02-120*80.25610.032C160*70*20*2.51.9323.86QZ3 （1根）-100*80.1620.038厚： 0.1 *62.8 kg/ =0.006t5厚： 0.02 *39.25 kg/ =0.001tC型鋼： 2.8m*6.637 kg/m=0.019t-100*80.1620.03-120*80.15420.04-150*50.1610.022C160*70*20*2.51.422.8本頁(yè)小計(jì)：墻架0.041t 墻檁條0.123t

12、5. 23軸墻架（1）檁條序號(hào)規(guī)格長(zhǎng)度(m)數(shù)量總長(zhǎng)度分規(guī)格合計(jì)重量2#120.910912 64.6 m *0.888/m =0.057t1.010101.21214.41.32431.28#C160*70*20*25.21472.8C型鋼250.2m*5.338/m =1.335t6.012725.014702.1816.81.823.61.278.43.326.6（2）鋼門柱9#2164.028216 14 m *19.752/m =0.277t（3）鋼門梁10#2166.016（4）鋼斜撐4#121.8814.421645.08 m *0.888/m=0.04t1.98815.842.

13、3824.762.52410.08（5）鋼墻柱同13軸的鋼墻柱8厚：0.052t5厚：0.007tC 型鋼0.188t本頁(yè)小計(jì)：墻架0.433t 墻檁條1.523t6.墻架節(jié)點(diǎn)序號(hào)規(guī)格長(zhǎng)度m數(shù) 量總長(zhǎng)/總面積分規(guī)格合計(jì)重量-80*50.1670.096厚： 0.11*47.1/=0.005t5厚： 0.57*39.25/=0.022t小計(jì)：0.027 t-160*50.270.22-80*60.1610.01-80*60.25650.1-200*50.25650.26總合計(jì)（A、C軸、13軸、23軸、）墻架：墻架2.826t墻檁條9.575 t7.吊車梁（1）DCL-1序號(hào)規(guī)格長(zhǎng)度m數(shù)量面積分

14、規(guī)格合計(jì)重量(總根數(shù))-250*147.28111.8222厚： 0.01*164.9/*8=0.013t14厚： 2.11*109.9/*8=1.855t10厚： 1.5*78.5/*8=0.942t8厚： 3.44*62.8/*8=1.728t6厚： 0.54*47.1/*8=0.203t高強(qiáng)螺栓：8個(gè)*8=64個(gè)小計(jì)：4.741t高強(qiáng)螺栓：64個(gè)-200*107.28111.46-426*87.28113.1-200*140.46210.09-90*60.376160.54-210*100.1710.04-90*80.42620.08-50*220.210.01-200*140.520.

15、2-372*80.510.19-95*80.37220.07-16*200（橡膠墊）0.3721高強(qiáng)螺栓8個(gè)（2）DCL-2序號(hào)規(guī)格長(zhǎng)度數(shù)量面積14厚：1.95*109.9/*32=6.858t10厚：1.46*78.5/*32=3.668t8厚：3.02*62.8/*32=6.069t6厚：0.56*47.1/*32=0.844t高強(qiáng)螺栓8*32=256個(gè)小計(jì)：17.439t；高強(qiáng)螺栓：256個(gè)-250*147.08611.77-200*107.08611.42-426*87.08613.02-200*140.46220.18-90*60.386160.56-210*100.1710.04高

16、強(qiáng)螺栓8個(gè)（3）連接件序號(hào)規(guī)格長(zhǎng)度數(shù)量面積分規(guī)格合計(jì)重量-200*80.420.1614厚：0.01*109.9/*16=0.018t10厚：0.09*78.5/*40=0.283t8厚：0.16*62.8/*40=0.402tL100*63*8：0.37m*9.878/m*40=0.146t小計(jì)：0.849 t-70*140.210.01-160*100.22520.07-60*100.1420.02L100*63*80.3710.37共計(jì)：吊車梁：23.029t；高強(qiáng)螺栓：320個(gè)8.柱間支撐（1）ZC1序號(hào)規(guī)格長(zhǎng)度數(shù)量總面積/總長(zhǎng)分規(guī)格合計(jì)重量-95*80.37220.070.42*62

17、.8/=0.026t1.2*78.5/=0.016t235.2m*5.721/m =1.345t小計(jì)：1.387 t-180*100.220.07-270*100.2710.07-150*100.220.06L63*69.88219.76L63*64.86419.44（2）ZC2-170*100.1720.061.2*78.5/=0.094t153.44 m *5.721/m =0.878t小計(jì)：0.972 t-200*100.3630.22-95*100.120.02L63*62.3949.56L63*67.2428.8（3）ZC3-170*100.1720.060.6*78.5/=0.04

18、7t84.56 m *5.721/m =0.484t小計(jì)：0.531 t-200*100.3630.22-95*100.120.02L63*63.37413.48L63*67.2428.8（4）鋼系桿XG2+XG3121*37.230216m216m* 8.73/m =1.886t4.39*62.8/=0.276t 小計(jì)：2.162 t -80*80.14600.67-140*80.14601.18-84*80.501401.68-84*80.512200.86本頁(yè)小計(jì)：柱間支撐5.052 t9.屋面系統(tǒng)（1）檁條序號(hào)規(guī)格長(zhǎng)度數(shù)量總長(zhǎng)度（m）分規(guī)格合計(jì)重量1#C250*70*20*27.224017281728m*6.751/m=11.666t564 m *0.888/m =0.501t56 m *0.888/m =0.05t56 m *1.48/m =0.083t2#121.4114005643#12+32*21.4114056（2）斜支撐4#122.78440111111 m *0.888/m =0.099t（3）隅撐5#L50*50.72160317317 m *3.77/m =1.195 t（4）