工程量計(jì)算表樣板

1、.工程量計(jì)算表 年 月 日 第 頁序號(hào)工程分項(xiàng)名稱數(shù)量計(jì) 算 公 式1平整場地394.75M2S平30.18*13.08=394.75M22機(jī)械挖土自卸車運(yùn)土1663.99M3V挖（39.7+0.6+0.9*3.6+0.71*20）*(12.6+0.6+0.71*2+3.6*0.29)*3.6+1/3*0.292*3.63*0.9=1663.99M33人工挖土方184.89M3V人挖（39.7+0.6+0.9*3.6+0.71*20）*(12.6+0.6+0.71*2+3.6*0.29)*3.6+1/3*0.292*3.63*0.1=184.89 M34人工雙輪車運(yùn)土184.89M3工程量同序

2、號(hào)35基地釬探436.30 M2S釬探(29.7+0.71*2)*(12.6+0.71*2)= 436.30 M26原土打夯436.30 M2工程量同序號(hào)57C15砼條形基礎(chǔ)73.32M3V基礎(chǔ)【（5.4-0.59-0.5）*8+（5.1-0.59-0.5）*6】*0.3*1.3+(29.7-0.59*2)*2*1*0.3+85.08*0.3*1.3+93-0.65*2）*0.4*0.3=73.32 M38C20現(xiàn)澆混凝土柱（0.00以下）11.23 M3VGZ1（0.365*0.24+0.03*0.24）*3.9*4=1.59 M3VGZ2（0.365*0.24+0.03*0.24*3）*3

3、.9*20=8.52 M3VGZ3（0.24*0.24+0.03*0.24*2）*3.9*4=1.12 M39C20砼現(xiàn)澆地圈梁10.75 M3V外墻地圈梁（85.08-0.24*18）*0.365*0.18=5.31 M3V內(nèi)墻地圈梁(70.44+58.92-0.365*8-0.24*2)*0.24*0.18=5.44 M3V總5.31+5.44=10.75 M310M5水泥砂漿磚基礎(chǔ)239.31 M3磚毛體積V2-20.365*3.9+0.007875*3*(3+1)*85.08=127.81 M3V1-10.24*3.9+0.007875*4*(4+1)*70.44=74.81 M3V1

4、-10.24*3.9+0.007875*2*(2+1)-1*58.92=57.47 M3V樓梯基礎(chǔ)墻(1.48-0.12)*(3.9-0.22)*0.24=1.2 M3應(yīng)扣除:0.00以下構(gòu)造柱體積:11.23 M3地圈梁體積:10.75 M311裝載機(jī)裝土,自卸車回運(yùn)土1663.99 M3工程量同序號(hào)212人工雙輪車回運(yùn)土184,89 M3工程量同序號(hào)313虧土內(nèi)運(yùn)100.07 M3V1848.88-(1551.66+143.08)*1.15=-100.07 M314基礎(chǔ)回填1551.66 M3V基槽回填1848.88-73.32-223.9=1551.66 M315房心回填土143.08

5、M3 V房心回填 (29.7-0.12*2)*(12.6-0.12*2)-(70.44+58.92+1.36)*0.24*(0.6-0.1-0.05-0.02)=143.08 M316M5混合砂漿砌1磚以上外墻310.59 M3V外墻磚工程量310.59 M3V外墻凈體積471.09-101.41-28.25-15.69-14.43-0.72=310.59 M3V毛體積85.08*15.17*0.365=471.09 M3應(yīng)扣除:(1) 外墻門窗洞口:101.41 M3(1)V洞口(1.8*1.8*17+1.8*1.5*72+1.5*1.5*9+2.7*1.5*2)*0.365=101.41

6、M3(2) 外墻構(gòu)造柱體積:V丁字處(12處) (0.365*0.24+0.03*0.24*3)*15.17*12=19.88 M3V轉(zhuǎn)角處(4處) (0.365*0.24+0.03*0.24*2)*15.17*4=6.19 M3V一字處(2處) (0.24*0.24+0.03*0.24*3)*15.17*2=2.18 M3(3)外墻圈梁體積:15.69 M3V240*150QL(29.7+12.6)*2-0.365*16-0.24*2*0.24*0.15*4=11.27 M3V365*150QL(85.08-0.24*18)*0.365*0.15=4.42 M3(3) 外墻過梁體積:14.4

7、3 M3V過梁(1.8+0.25*2)*(72+17)*0.365*0.18+(1.5+0.25*2)*9*0.365*0.15=14.43 M3(4) 外墻雨蓬體積;0.72 M3V雨蓬梁2.7*0.4*0.365+(2.7-0.24*2)*0.365*0.4=0.72 M317M5混合沙漿砌一磚內(nèi)墻359.67 M3V凈體積470.97-46.86-15.21-22.07-3.63-2.34-10.15-11.19=359.67 M3V毛體積(70.44+58.92)*15.17*0.24=470.92 M3應(yīng)扣除;(1) 內(nèi)墻門窗洞口體積：22.07 M3V內(nèi)墻門洞【（1*2.7*13）

8、+(1*2.4*56)+（0.9*2.4*8）+（0.9*2.7*2）+(1.2*0.6*5)】*0.24=46.86 M3(2)內(nèi)墻構(gòu)造柱體積：15.21 M3V丁字處(6處) (0.365*0.24+0.03*0.24*3)*15.17*6=9.94 M3V一字處(2處) (0.24*0.24+0.03*0.24*2)*15.17*2=2.18 M3V轉(zhuǎn)角處(2處) (0.365*0.24+0.03*0.24*2)*15.17*2=3.09M3(3)內(nèi)墻圈梁體積:22.07 V-(70.44+58.92)-(3-0.12*2)-(0.365*8+0.24*2)*0.24*0.15*5-(3

9、.3-0.12*2)*0.15*0.24=22.07 M3(4)內(nèi)墻預(yù)制過梁體積;3.63 M3V內(nèi)墻過梁(1+0.25*2)*(13+56)+(0.9+0.25*2)*(8+2)+(1.2+0.25*2)*5*0.24*0.12=3.63 M3(5)首層門洞體積:2.34 M3V首層門洞(3.3-0.12*2)*(3.3-0.12)*0.24=2.34 M3(6)樓梯空圈體積:10.05 M3V空圈(3-0.12*2)*15.17*0.24=10.05 M3(7)內(nèi)墻板頭體積;11.19 M3V板頭(70.44+58.92)-(3-0.12*2)*0.12*0.24-(29.7-0.12*2

10、)*0.12*0.24*4=11.19 M318M7.5混合沙漿砌女兒墻24.13 M3V女兒墻(29.7+12.6+0.12*2*2)*1.26*0.24*2-(0.24*0.24+0.03*0.24*2)*0.24*1.26=24.13 M319M7.5水泥沙漿砌1/2內(nèi)墻2.53M3V1/2內(nèi)墻1.5*15.17*0.115-0.12*1.5*0.115*4=2.53 M320M7.5水泥沙漿砌小便槽擋墻1.17 M3V小便池?fù)鯄?.2*0.115*1.7*5=1.17 M321M7.5水泥沙漿砌水槽腿1.44 M3V水槽腿(0.5*0.115*0.55+0.5*0.115*0.45)*

11、5*5=1.44 M322M7.5水泥沙漿砌廁所蹲臺(tái)2.93M3V廁所蹲臺(tái)0.15*3*1.3*5=2.93M323清水墻外墻加漿鉤縫1:11204.36M2S鉤縫(17.1-1.7-1.6+0.06*2)*(29.7+0.48+12.6+0.48)*2=1204.36 M3241:3水泥沙漿防潮層62.10M2S防潮層85.08*0.365+(70.44+58.92)*0.24=62.10 M225C20鋼筋砼柱43.46 M3V外墻柱15.17*(0.365*0.24+0.03*0.24*3)*12+(0.365*0.24+0.03*0.24*2)*4+(0.242+0.03*0.24*2

12、)*2=28.25 M3V內(nèi)墻柱 15.17*(0.365*0.24+0.03*0.24*3)*6+(0.242+0.03*0.24*2)*2+(0.365*0.24+0.03*0.24*2)*2=15.21 M326C20現(xiàn)澆砼柱(女兒墻)1.74 M3V1.26*0.242*24=1.74M327C20砼現(xiàn)澆單梁6.08M3V單梁(5.1-0.12*2)*0.25*0.5*10=6.08M328C20現(xiàn)澆鋼筋砼圈梁37.58M3V圈梁體積4.42+11.28+22.17-0.11-0.18=37.58M3V五層圈梁(85.08-0.24*18)*0.365*0.15=4.42M3V1-4層

13、外圈梁體積(29.7+12.6)*2-0.365*16-0.24*2*0.24*0.15*4=11.28M3V1-5層內(nèi)圈梁體積(70.44+58.92)-(3-0.12*2)-(0.365*8+0.24*2)*0.24*0.15*5=22.17 M3V應(yīng)扣除首層門廳0.11M3,雨蓬梁體積0.18M3V門廳(3.3-0.24)*0.2*0.35+(3-0.24)*0.2*0.35*5=1.18M3V雨蓬梁(2.7*2-0.24*2)*0.24*0.15=0.18M329C20現(xiàn)澆鋼筋砼過梁1.18M3V現(xiàn)澆過梁(3.3-0.24)*0.2*0.35+(3-0.24)*0.2*0.35*5=1

14、.18M330C20砼雨蓬梁0.86M3V雨蓬梁(2.7*2-0.24*2)*0.48*0.365=0.86M331C20砼平板16.89M3V平板(3.6+3.3)*5.1*0.12*4=16.89M332C20砼帶15.44M3V1-4層現(xiàn)澆帶0.36*29.7+(29.7-9.9)*0.36*0.12*4+2.1*(0.36*4+0.58+0.53+0.4)*0.12*4=12.01M3V五層現(xiàn)澆帶0.36*29.7*2*0.12+(0.36*4+0.58+0.53+0.4+0.48)*0.12*2.1=3.43M3V現(xiàn)澆帶總12.01+3.43=15.44M333C20砼現(xiàn)澆樓層平臺(tái)0

15、.67M3V樓層平臺(tái)0.7*0.08*3*4=0.67M334C20現(xiàn)澆砼雨篷0.57M3V雨篷(0.08+0.12)/2*2.7*1+(2.7-0.03*2+91-0.03)*2*0.05*0.06*2=0.57M335C20現(xiàn)澆鋼筋砼樓梯48M2S樓梯(3-0.12*2)*(2.7+1.4+0.2)*4+(1.45-0.12)*(0.3*2-0.2)=48M236C20現(xiàn)澆砼女兒墻壓頂1.85M3V壓頂2*(29.7+0.12*2+12.6+0.12*2)*0.06*0.36=1.85M337C15現(xiàn)澆碎石砼臺(tái)階13.68M2S臺(tái)階(1.9*4.3-0.7*1.9)*2=13.68M238

16、C15現(xiàn)澆碎石砼梯帶0.16M3V梯帶0.7*1.9*0.06*2=0.16M339C20預(yù)制碎石砼過梁制安17.86M3V外墻0.115*0.18*2.3*3*89+0.115*0.15*2*3*9+0.062*2.3*89=14.38M340預(yù)制過梁場內(nèi)運(yùn)輸17.86M3工程量同序號(hào)3941C30予應(yīng)力空心板105.01M3V空心板總18.95+77.44+6.5+0.77+0.19+0.93+0.23=105.01M3VYB2.12.1*(1.18+1.16)*0.12/2-(0.076/2)2*3.1416*12*105=18.95M3VYB3.3.13.3*(1.18+1.16)*0

17、.12/2-(0.076/2)2*3.1416*12*273=77.44M3VYB3.3(1)3.3*(0.88+0.86)*0.12/2-(0.076/2)2*3.1416*9*31=6.50M3VYB3.13*(1.18+1.16)*0.12/2-(0.076/2)2*3.1416*12*3=0.77M3VYB3.(1)3*(0.88+0.86)*0.12/2-(0.076/2)2*3.1416*9*1=0.19M3VYB36.13.6*(1.18+1.16)*0.12/2-(0.076/2)2*3.1416*12*3=0.93M3VYB36(1)3.6*(0.88+0.86)*0.12/

18、2-(0.076/2)2*3.1416*9*1=0.23M342C20砼小便池制安1.39 M3V預(yù)制小便池(3*0.55*0.25-2.55*0.35*0.15)*5=1.39 M343C20砼小便池場內(nèi)運(yùn)輸1.39 M3工程量同序號(hào)4244C20預(yù)制盥洗池制安3.47 M3V盥洗池(0.5*4.5*0.5-0.4*0.45*4.4+0.6*0.5*4.5-0.5*0.45*4.4)*5=3.47 M345C20預(yù)制盥洗池場內(nèi)運(yùn)輸3.47 M3工程量同序號(hào)4446預(yù)制水磨石隔板制安1.91 M3V隔板(1.25*3+0.3*2+0.15)*5*0.05*1.7=1.91 M347預(yù)制水磨石隔

19、板場內(nèi)運(yùn)輸1.91 M3工程量同序號(hào)4648成品水磨石拖布池購運(yùn)5個(gè)49成品拖布池安裝0.17 M3V(0.62*0.45-0.552*0.425)*5=0.17 M350現(xiàn)澆基礎(chǔ)梁鋼筋121295.056201.O6縱筋12:L縱筋(85.08*6)+(54.6*0.012*8*6)+(0.36/2)+15*0.012*12*4+(29.7+0.12)*2*6+(5.4+0.06)*8*6+(5.1+0.06)*6*6+(0.36/2)+15*0.012*32*6=1457.6MG縱筋1457.6*122*0.00617=1295.05KG箍筋6300L箍筋單(0.36+0.2)*2+2*0

20、.006*10=1.24MN85.08/0.3+(5,4-0.3)/0.3+1*8+(5,1-0.3)/0.3+1*6+(29.7-0.24)/0.3+1*2=730個(gè)G箍筋總6*6*0.00617*730*1.24=201.06KG51現(xiàn)澆構(gòu)造柱鋼筋123258.23651.8縱筋12: L單縱筋(15.17+4.2-0.1-0.025+0.2*2+54.6*0.012*5)=22.92MN6*24+4*4=160根G縱筋總22.92*160*122*0.00617=3258.23KG6250L360柱單(0.365+0.24)*2+0.006*10*2-0.03*8=1.09MN360根數(shù)

21、(15.17+4.2-0.3-0.025)/0.25+2*24=1896個(gè)L240柱單(0.24+0.24)*2+0.006*10*2-0.03*8=0.84MN240根數(shù)(15.17+4.2-0.3-0.025)/0.25+2*4=316個(gè)G箍筋總(1.09*1896+0.84*316)* 6*6*0.00617=518KG52女兒墻構(gòu)造柱鋼筋12156.09649.26縱筋12: L單縱筋1.2=0.12+0.15-0.025-0.015+0.2*2=1.83MN根數(shù)4*24=96根G縱筋總1.83*96*122*0.00617=156.09KG6150L單0.24*4+0.006*10*

22、2=0.84MN根(1.2+0.12-0.015)/0.15+2824=264個(gè)G箍筋總0.84*264* 6*6*0.00617=49.26KG53現(xiàn)澆單梁鋼筋22851.0420-201.0614257.731238.386143.71041.52L1422L單5.1+0.12*2-0.025*2+15*0.022*2=5.95ML總5.95*4=23.8MG總222*0.00617*23.8=710.73KG214L單5.1+0.12*2-0.025*2+15*0.014*2=5.71ML總5.71*2=11.42MG總142*0.00617*11.42=138.1KG6200L單(0.

23、25+0.5)*2+0.006*10*2-0.025*8=1.42MN根(5.1-0.12*2)/0.2+1=26根G箍筋總(1.42*26)* 6*6*0.00617=82.01KGL2鋼筋320L單(3.3+0.12*2-0.025*2+15*0.020*2=4.09ML總4.09*3=12.27MG總202*0.00617*12.27=152.93KG212L單(3.3+0.12*2-0.025*2+15*0.012*2=3.85ML總3.85*2=7.7MG總122*0.00617*7.7=6.84KG6200L單(0.2+0.35)*2+0.006*10*2-0.025*8=1.02

24、MN根(3.3-0.12*2)/0.2+1=17根G箍筋總(1.02*17)* 6*6*0.00617=3.85KGL3212L單(3+0.12*2-0.025*2)+15*0.012*2=3.55ML總3.55*2=7.1MG總122*0.00617*7.1*5=31.54KG320L單(3+0.12*2-0.025*2)+15*0.02*2=3.79ML總3.79*3=11.37MG總222*0.00617*11.37*5=140.31KG6200L單(0.2+0.35)*2+0.006*10*2-0.025*8=1.02MN根(3-0.12*2)/0.2+1=15根G箍筋總(1.02*1

25、5)*5* 6*6*0.00617=16.99KG首層TL410L單(1.48+0.12-0.025*2)+15*0.01*2+0.01*10*2=2.05ML總2.05*4=8.2MG總102*0.00617*8.2=5.06KG箍筋6200L單(0.2+0.24)*2+0.006*10*2-0.025*8=0.8MN根(1.48-0.12)/0.2+1=8根G箍筋總(0.8*8)* 6*6*0.00617=1.42KG標(biāo)準(zhǔn)跑TL210L單(3+0.12*2-0.025*2)+15*0.01*2+0.01*10*2=3.69ML總3.69*2=7.38MG總102*0.00617*7.38*

26、8=36.46KG314L單(3+0.12*2-0.025*2)+15*0.014*2=3.61ML總3.61*3=10.83MG總142*0.00617*10.83*8=104.78KG箍筋6200L單(0.2+0.35)*2+0.006*10*2-0.025*8=1.02MN根(3-0.12*2)/0.2+1=15根G箍筋總(1.02*15)*8* 6*6*0.00617=27.19KG54現(xiàn)澆雨蓬梁鋼筋1414.85KG2048.13KG612.24KG214L單2.7-0.025*2+15*0.014*2=3.07 ML總3.07*2*2=12.28MG總142*0.00617*12.

27、28=14.85KG320L單2.7-0.025*2+15*0.02*2=3.25 ML總3.25*3*2=19.5MG總202*0.00617*19.5=48.13KG6150L單(0.4+0.365)*2+0.006*10*2-0.025*8=1.45MN根(2.7-0.025*2)/0.15+1*2=38根G箍筋總(1.45*38) * 6*6*0.00617=12.24KG55現(xiàn)澆雨蓬鋼筋1279.11KG67.54KG12100L單1+0.365-0.025-0.015+0.05+0.06-0.015*2+15*0.012=1.59MN根2.7/0.1+1=28根L總1.59*28=

28、44.52MG總122*0.00617*44.52=79.11KG6200L單2.7-0.015*2+0.05*2+0.06-0.015*2*2+10*0.006*2=2.83MN根1/0.2+1=6根L總2.83*6=16.98MG總62*0.00617*16.98=7.54KG56現(xiàn)澆板帶鋼筋102233.16396.96360寬板帶10100L總(39.7-0.015*2+10*0.01*2)*10*6=(29.7-3-3.3-3.6)-0.015*4+10*0.01*4*10*4+(2.1-0.015*2+0.01*10*2)810*20=3051.80MG總102*0.00617*3

29、051.8=1882.96KG6L單0.36-0.015*2+(0.12-0.015)*2+(0.36-0.015*2+0.006*10*2)=0.99MN根(29.7/0.15+1)*6+(29.7-3-3.3-3.60+2)*4+(2.1/0.2+1)*485 =1544根L總0.99*1544=1528.56MG總62*0.00617*1528.56=339.52KG580寬板帶10100L總(2.1-0.015*2+10*0.01*2)*14*5=158.9MG總102*0.00617*158.9=98.04KG6200L單0.58-0.015*2+(0.12-0.015)*2+(0.

30、58-0.015*2+0.006*10*2)=1.43MN根(2.1/0.2+1)*5=60根L總1.43*60=85.8MG總62*0.00617*85.8=19.06KG530寬現(xiàn)澆帶10100L總(2.1-0.015*2+10*0.01*2)*14*5=158.9MG總102*0.00617*158.9=98.04KG6200L單0.53-0.015*2+(0.12-0.015)*2+(0.53-0.015*2+0.006*10*2)=1.33MN根(2.1/0.2+1)*5=60根L總1.33*60=79.8MG總62*0.00617*79.8=17.73KG480寬現(xiàn)澆帶10100L

31、總(2.1-0.015*2+10*0.01*2)*12*5=136.2MG總102*0.00617*136.2=84.04KG6200L單0.48-0.015*2+(0.12-0.015)*2+(0.48-0.015*2+0.006*10*2)=1.23M N根(2.1/0.2+1)*5=60根L總1.23*60=73.8MG總62*0.00617*73.8=16.39KG57C20現(xiàn)澆砼板鋼筋8321.09662.14450.843.6M開間板筋8180L單(0.12-0.115)+10*0.008+3.6-0.015*2+(0.12-0.03)*0.286=3.78MN根(5.1-0.24

32、)/0.18+1 =28根L總3.78*28=105.84MG總82*0.00617*105.84=167.18KG3.3M開間板筋8180L單(0.12-0.115)+10*0.008+3.3-0.015*2+(0.12-0.03)*0.286=3.48MN根(5.1-0.24)/0.18+1 =28根L總3.48*28=97.44MG總82*0.00617*97.44=153.91KG4分布筋300L單(5.1-0.015*2)+10*0.004*2=5.15MN根(3.6-0.24)/0.3+1+ (3.3-0.24)/0.3+1=25根L總5.15*25=128.75MG總42*0.0

33、0617*128.75=50.84KG扣筋6200L單0.4-0.12*2-0.015+(0.12-0.015)*2 =0.72M N根(5.1-0.24)/0.2+1 *2=52根L總0.72*52=37.44MG總62*0.00617*37.44*4=33.26KG扣筋6200L單0.4*2+(0.12-0.015)*2 =1.25M L總1.25*26=32.5MG總62*0.00617*32.5*4=28.88KG58C20現(xiàn)澆砼壓頂鋼筋679.17KG壓頂上部1#筋36L總(12.6+29.7+0.24*2)*2*3+(0.18-0.015+10*0.006)*6*4=262.08M

34、G總62*0.00617*262.08=58.21KG壓頂上部2#筋6300L單0.36-0.015*2=0.33M N根85.56/0.3 =286根L總0.36* 286=94.38MG總62*0.00617*94.38=20.96KG59現(xiàn)澆樓層平臺(tái)鋼筋644.89KG1. 底部長向鋼筋6L(3-0.015*2+0.006*10*2)*4=12.36 M2. 底部短向鋼筋6L(0.8-0.015*2+0.006*10*2)*15=13.35 M3.樓層平臺(tái)扣筋6L(0.2+0.1-0.015) +(0.08-0.015)*2*30=12.45M4.扣筋分布6L(3-0.015*2) +0

35、.006*2*10*4=12.36MG總62*0.00617*(12.36+13.35+12.45)=20.96KG60現(xiàn)澆樓梯鋼筋847.286191.0610139.89首跑地板長筋10L(3.3*1.118+0.12*2) +0.01*2*10*8=33.04MG102*0.00617*33.04=20.39KG首跑地板短筋8L(1.33-0.015*2) +0.008*2*10*12=17.52MG82*0.00617*17.52=6.92KG首跑低端扣筋6200L1+(0.2-0.025+10*0.006)+0.12-0.015*8=10.72MG62*0.00617*10.72=2

36、.38KG首跑高端扣筋6200L1+0.4*37.2*0.006+25*0.006)+0.12-0.015*8=10.75MG62*0.00617*10.75=2.39KG首跑扣筋分布筋6200L1.45-0.12-0.015*2+10*0.006*2*8=11.36MG62*0.00617*11.36=2.52KG標(biāo)準(zhǔn)跑底版長筋10200L(2.7*1.118+0.12*2) +0.01*2*10*8=27.61MG102*0.00617*27.61*7=119.50KG標(biāo)準(zhǔn)跑底版短筋8每跑一根L1.45-0.12-0.015*2+10*0.006*2*10=14.6MG82*0.00617

37、*14.6*7=40.36KG標(biāo)準(zhǔn)跑低端扣筋6200L0.8+(0.1-0.015+37.2*0.006+10*0.006)*8=9.35MG62*0.00617*9.35*7=14.54KG標(biāo)準(zhǔn)跑高端扣筋6200L0.8+0.4*37.2*0.006+25*0.006)+0.1-0.015*8=8.99MG62*0.00617*8.99*7=13.98KG標(biāo)準(zhǔn)跑扣筋分布筋6L1.45-0.12-0.015*2+10*0.006*2*8=11.36MG62*0.00617*11.36*7=17.66KG樓梯休息平臺(tái)底部及上部鋼筋6L(3-0.015*2+0.006*2*10)*7*2=43.2

38、6ML1.2-0.015+0.1+10*0.006*2*15=21.08ML1.2-0.015+0.1+10*0.006*2+(0.2-0.015*2)*15=23.63MG62*0.00617*(43.26+21.08+23.63)=78.16KG61現(xiàn)澆圈梁鋼筋6725.12125404.51地圈梁L外墻縱筋(85.08*6)+(0.36/2-0.025)*6*4+54.6*0.012*8*6+15*0.012*12*4=558.01ML內(nèi)墻縱筋(5.4+0.06)*8*4+(5.1+0.06)*4*6+(0.36/2-0.025+15*0.012)*8*4+(0.36/2-0.025+1

39、5*0.012)*6*4+(0.24/2-0.025+15*0.012)*6*4+(29.7+0.06*2)*2*4+54.6*0.012*3*4+(0.36/2-0.025+15*0.012)*4*4=592.36MG122*0.00617*(558.01+592.36)=1022.08KG箍筋6300外墻L單(0.18+0.365)*2+0.006*10*2-0.025*8=1.01MN根85.08/0.3=284根L總1.01*284=286.84M內(nèi)墻L單(0.18+0.24)*2+0.006*10*2-0.025*8=0.76MN根(5.4-0.24)/0.3+1 *8+(5.1-0

40、.24)/0.3+1 *6+(29.7-0.24)/0.3+1 *2=460根L總0.76*460=349.90MG62*0.00617*(286.84+349.60)=141.37KG15層內(nèi)墻圈梁鋼筋縱筋412L內(nèi)墻縱筋(5.4+0.06)*8*4+(5.1+0.06)*4*6+(0.36/2-0.025+15*0.012)*18*4+(0.24/2-0.025+15*0.012)*16*4+(29.7+0.06*2)*2*4+54.6*0.012*3*4*2-3*4*5-3.3*4+(0.24/2-0.025+15*0.012)*8=2901.82MG122*0.00617*2901.8

41、2=2578.21KG內(nèi)墻圈梁箍筋6300內(nèi)墻L單(0.15+0.24)*2+0.006*10*2-0.025*8=0.7MN根460-(3-0.24)/0.3-1*5-(3.3-0.24)0.3-1=2245根L總0.7*2245=1571.51MG62*0.00617*1571.51=349.06KG14層外墻圈梁縱筋412L外墻縱筋(85.08*4)+(0.24/2-0.025)*8*4+54.6*0.012*8*4+15*0.012*12*4*8*4=1472.67MG122*0.00617*1472.67=1308.44KG箍筋6300L單(0.15+0.24)*2+0.006*10

42、*2-0.025*8=0.7MN根(29.7+12.6)*2/0.3=282根L總0.7*282=789.6MG62*0.00617*789.6=175.39KG五層外墻圈梁鋼筋縱筋612L外墻縱筋(85.08*6)+(0.36/2-0.025)*6*4+54.6*0.012*8*6+15*0.012*12*4=558.01MG122*0.00617*558.01=495.78KG箍筋6300L單(0.15+0.365)*2+0.006*10*2-0.025*8=0.94MN根85.08/0.3=284根L總0.94*284=266.96MG62*0.00617*266.96=59.30KG6

43、2磚切體壓鋼筋662723.741.外墻丁字處18處,2直2彎. 內(nèi)墻丁字處14處.1直2彎, 外墻一字處2處,3直 內(nèi)墻一字處2處,2直 外墻轉(zhuǎn)角處4處 3彎2.每種鋼筋每層放幾根 18*2+14*2+4*3=76根 18*2+14*1+2*3+2*2=60根3共放置層數(shù)(3.9/0.5-1)+(3.3/0.5-1)+(3/0.5-1)*4=33層4,每種鋼筋放置長度 73*33*(2.6+0.006*10*2)=6821.76M 60*33*(2.5+0.006*10*2)=5187.60M女兒墻彎筋放置16根 直筋放置80根每種放置長度彎筋:16*(2.6+10*0.006*2)=43.

44、52M 直筋;80*(2.5+10*0.006*2)=209.6ML總長6821.76+5187.6+43.52+209.6=12262.48MG62*0.00617*12262.48=2723.74KG63預(yù)制小便池鋼筋611.37KG1068.46KG710L單(3-0.015*2+10*0.01*2)*7=22.19ML總22.19*5=110.95MG102*0.00617*110.95=68.46KG6200L單(0.55=10*0.006*2-0.115*2)=0.64MN根(3/0.2+1)*5=80根L總0.64*80=51.2MG總62*0.00617*51.2=11.37K

45、G64預(yù)制盥洗池鋼筋689.0310295.79910L(4.5-0.01*2)+(0.5-0.01*2)*2+0.01*10*2*(9*5+8*5)=479.4MG102*0.00617*479.4=295.79KG6100L(0.5-0.01*2)+(0.5-0.01*2)*2+0.008*10*2*10+0.1*5*46=759MG總62*0.00617*759=299.71KG46L(4.5 +0.5)*2-0.01*8)*2+0.2*5*4=400.8MG總62*0.00617*400.8=89.03KG65預(yù)制過梁鋼筋61272.99101238.028777.7366C65C 1

46、7+72=89個(gè)210 L(1.8+0.5-0.01*2+10*0.01*2)=2.48MN根6*89=534根L總534*2.48=1324.32MG102*0.00617*1324.32=817.11KG28 L(1.8+0.5-0.01*2+10*0.008*2)=2.44MN根6*89=534根L總534*2.44=1302.96MG82*0.00617*1302.96=514.51KG箍筋6100L單(0.18+0.115)*2+0.006*10*2-0.01*8=0.63MN根(1.8+0.5)/0.1+1*3*89=6408根G62*0.00617*(0.63*6408)=896

47、.71KG6100L單(0.06+0.115+0.006*10*2-0.01*2=0.28MN根(2.3)/0.1+1 89=2136根G62*0.00617*(0.28*2136)=896.71KG3636 L(1.8+0.5-0.01*2+10*0.006*2)=2.4MN根3*89=267根G62*0.00617*(2.4*267)=142.33KG55C210 L(1.5+0.5-0.01*2+10*0.01*2)=2.18MN根6*9=54根L總54*2.18=117.72MG102*0.00617*117.72=72.63KG28 L(1.5+0.5-0.01*2+10*0.008

48、*2)=2.14MN根6*9=54根L總54*2.14=115.56MG82*0.00617*115.56=45.63KG6100L單(0.15+0.115)*2+0.006*10*2-0.01*8=0.57MN根2/0.1+1*3*9=567根G62*0.00617*(0.57*567)=71.79KG18M19M過梁鋼筋210 L(1+0.5-0.01*2+10*0.01*2)=1.68MN根4*(13+14*4)=276根L總1.68*276=463.68MG102*0.00617*463.68=286.09KG28 L(1+0.5-0.01*2+10*0.008*2)=1.64MN根4

49、*(13+14*4)=276根L總1.64*276=452.64MG82*0.00617*452.64=178.74KG6100L單(0.12+0.115)*2+0.006*10*2-0.01*8=0.51MN根1.5/0.1+1*2*69=2208根G62*0.00617*(0.51*2208)=250.12KG39M38M過梁鋼筋210 L(0.9+0.5-0.01*2+10*0.01*2)=1.58MN根4*10=40根L總1.58*40=63.2MG102*0.00617*63.2=38.99KG28 L(0.9+0.5-0.01*2+10*0.008*2)=1.54MN根4*(13+14*4)=276根G82*0.00617*40*1.54=24.32KG6100L單(0.12+0.115)*2+0.006*10*2-0.01*8=0.51MN根1.4/0.1+1*20=300根G62*0.00617*(0.51*300)=33.98KG42C過梁2