工程量計算表-橋梁VIP

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"慈溪市水體流動大塘江入口整治工程

橋梁工程量計算書",,,,,,

橋梁名稱：1#橋,,,,備注：跨徑3×10m寬24m,,

計算內(nèi)容,單位,計算結(jié)果,,計算表達式,,

橋樁,,,,,,

平臺,m2,522.0,=,(5*26-22*1)*4+6*3*5,,使用說明：

護筒干處,t,5.010,=,3*10*0.167,,

濕處,t,6.680,=,4*10*0.167,,1、紅色字不要修改。

鉆孔深D100,m,668.8,=,31.7*5+36.15*5+32.2*5+33.7*5,,2、在計算表達式中直接輸入計算公式，

嵌巖D100,m,30.0,=,1.5*5*4,,

樁砼,m3,548.8,=,130.38+147.85+132.34+138.23,,計算結(jié)果自動計算。

樁鋼筋,t,67.893,=,16.0325+18.1091+16.5094+17.2424,,3、當計算內(nèi)容超過一頁，可直接在表格中插入行，或?qū)⒐ぷ鞅韽椭埔粋€副本。

聲測管,t,,,,,

,,,,,,,

蓋梁,,,,,,

蓋梁砼,m3,163.14,=,31.32*2+11.8*2+38.25*2+.4,,4、如果計算結(jié)果沒有自動計算，請將計算表達式所在單元格雙擊即可。

蓋梁鋼筋,t,25.395,=,5.1345*2+1.4976*2+6.0055*2+0.12,,5、三角涵數(shù)中角度為弧度。

,,,,,,,

橋板,,,,,,

橋板砼,m3,240.9,=,4.17*17*3+4.7*2*3,,

C40砼,m3,15.4,=,0.27*19*3,,

橋板安裝,m3,432.0,=,0.6*24*30,,

預應力鋼筋,T,5.903,=,0.1009*17*3+0.1262*2*3,,

橋板鋼筋,T,45.321,=,0.7945*17*3+0.8003*2*3,,

,,,,,,,

上部構(gòu)造,,,,,,

支座數(shù)量,個,228.00,=,228,,

C30砼,m3,1.89,=,1.89,,

鋼筋,T,1.661,=,1.6611,,

,,,,,,,

橋面鋪裝,,,,,,

C40鋪裝砼,m3,104.10,=,104.1,,

鋪裝瀝青砼,m3,60.40,=,60.4,,

鋼筋,T,5.520,=,5.520,,

人行道磚,m2,214.800,=,214.8,,

橋面連續(xù)鋼筋,T,4.202,=,2.101*2,,

,,,,,,,

人行道,,,,,,

人行道板砼,m3,32.40,=,0.54*30*2,,

鋼筋,T,6.966,=,0.1161*30*2,,

人行道側(cè)石砼,m3,5.70,=,0.38*2*30*0.25,,

鋼筋,T,0.536,=,0.0357*2*30*0.25,,

緣石與枕梁砼,m3,19.95,=,1.33*2*30*0.25,,

鋼筋,T,1.329,=,0.0886*2*30*0.25,,

水泥砂漿,m3,4.30,=,3.58*0.02*30*2,,

,,,,,,,

搭板,,,,,,

搭板砼,m3,57.60,=,14.4*4,,

搭板鋼筋,kg,10.961,=,2.7402*4,,

搭板下半剛性h30,m3,192.00,=,48*4,,

,,,,,,,

伸縮縫,m,48.20,=,24.1*2,,

青石欄桿,m,66.00,=,33*2,,

C30砼,m3,0.33,=,0.33,,

鋼筋,T,0.018,=,0.0182,,

,,,,,,,

擋墻,,,,,,

C25砼,m3,25.80,=,25.8,,

干砌片石基礎(chǔ),m3,19.80,=,19.8,,

M7.5漿砌塊石,m3,81.00,=,81,,

臺后挖土,m3,538.00,=,538,,

回填宕渣,m3,920.40,=,920.4,,

,,,,,,,

橋梁名稱：2#橋,,,,備注：跨徑3×10m寬8m,,

計算內(nèi)容,單位,計算結(jié)果,,計算表達式,,

橋樁,,,,,,

平臺,m2,266.0,=,(5*10-6*1)*4+6*3*5,,

護筒干處,t,3.006,=,3*6*0.167,,

濕處,t,1.336,=,4*2*0.167,,

鉆孔深D100,m,406.0,=,47.725*4+53.785*4,,

嵌巖D100,m,,,,,

樁砼,m3,319.0,=,74.97*2+84.51*2,,

樁鋼筋,t,27.682,=,7.2804*2+6.5607*2,,

聲測管,t,5.818,=,1.368*2+1.5411*2,,

,,,,,,,

蓋梁,,,,,,

蓋梁砼,m3,51.78,=,9.64*2+4.6*2+11.45*2+.4,,

蓋梁鋼筋,t,8.379,=,1.6463*2+0.6743*2+1.8138*2+0.11,,

,,,,,,,

橋板,,,,,,

橋板砼,m3,79.7,=,4.17*4*3+4.94*2*3,,

C40砼,m3,4.9,=,0.27*6*3,,

橋板安裝,m3,144.0,=,0.6*8*30,,

預應力鋼筋,T,1.968,=,0.1009*4*3+0.1262*2*3,,

橋板鋼筋,T,14.400,=,0.7945*4*3+0.811*2*3,,

,,,,,,,

上部構(gòu)造,,,,,,

支座數(shù)量,個,72.00,=,72,,

C30砼,m3,0.60,=,0.6,,

鋼筋,T,0.525,=,0.525,,

,,,,,,,

橋面鋪裝,,,,,,

C40鋪裝砼,m3,37.10,=,37.1,,

鋪裝瀝青砼,m3,,,,,

鋼筋,T,1.680,=,1.680,,

人行道磚,m2,,,,,

橋面連續(xù)鋼筋,T,1.266,=,0.6329*2,,

,,,,,,,

人行道,,,,,,

人行道板砼,m3,,,,,

鋼筋,T,,,,,

人行道側(cè)石砼,m3,,,,,

鋼筋,T,,,,,

緣石與枕梁砼,m3,,,,,

鋼筋,T,,,,,

水泥砂漿,m3,,,,,

,,,,,,,

搭板,,,,,,

搭板砼,m3,29.40,=,7.35*4,,

搭板鋼筋,kg,4.990,=,1.2474*4,,

搭板下半剛性h30,m3,84.00,=,21*4,,

,,,,,,,

伸縮縫,m,16.20,=,8.1*2,,

青石欄桿,m,66.00,=,33*2,,

C30砼,m3,14.20,=,14.2,,

鋼筋,T,0.268,=,0.2679,,

,,,,,,,

擋墻,,,,,,

C25砼,m3,10.00,=,10,,

干砌片石基礎(chǔ),m3,9.50,=,9.5,,

M7.5漿砌塊石,m3,45.00,=,45,,

臺后挖土,m3,155.00,=,155,,

回填宕渣,m3,135.00,=,135,,

,,,,,,,

橋梁名稱：3#橋,,,,備注：跨徑10+13+10m寬20m,,

計算內(nèi)容,單位,計算結(jié)果,,計算表達式,,

橋樁,,,,,,

平臺,m2,537.0,=,(5*26-22*1)*4+6*2*5+9*5,,

護筒干處,t,5.010,=,3*10*0.167,,

濕處,t,6.680,=,4*10*0.167,,

鉆孔深D100,m,819.5,=,40.35*5*2+41.6*5*2,,

嵌巖D100,m,15.0,=,1.5*10,,

樁砼,m3,660.1,=,160.81*2+169.25*2,,

樁鋼筋,t,67.501,=,16.6033*2+17.1474*2,,

聲測管,t,12.075,=,2.9381*2+3.0992*2,,

,,,,,,,

蓋梁,,,,,,

蓋梁砼,m3,163.42,=,29.13*2+10.2*2+42.08*2+.6,,

蓋梁鋼筋,t,24.775,=,4.6683*2+1.4062*2+6.2478*2+0.13,,

,,,,,,,

橋板,,,,,,

橋板砼,m3,232.2,=,4.17*14*2+5.01*2*2+5.82*14+6.97*2,,

C40砼,m3,14.2,=,0.27*16*2+0.35*16,,

橋板安裝,m3,464.2,=,0.6*22*20+0.7*22*13,,

預應力鋼筋,T,6.163,=,0.1009*14*2+0.1262*2*2+0.1751*14+0.191*2,,

橋板鋼筋,T,42.259,=,0.7945*14*2+0.8111*2*2+1.0455*14+1.066*2,,

板底輔助鋼筋,T,1.195,=,0.0249*16*3,,

,,,,,,,

上部構(gòu)造,,,,,,

支座數(shù)量,個,192.00,=,192,,

C30砼,m3,1.51,=,1.51,,

鋼筋,T,1.399,=,1.399,,

,,,,,,,

橋面鋪裝,,,,,,

C40鋪裝砼,m3,99.10,=,99.1,,

鋪裝瀝青砼,m3,56.70,=,56.7,,

鋼筋,T,5.174,=,5.174,,

人行道磚,m2,190.100,=,190.1,,

橋面連續(xù)鋼筋,T,3.560,=,1.78*2,,

橋面附加鋼筋,T,0.030,=,0.03,,

,,,,,,,

人行道,,,,,,

人行道板砼,m3,22.44,=,0.34*33*2,,

鋼筋,T,6.039,=,0.0915*33*2,,

人行道側(cè)石砼,m3,6.60,=,0.4*2*33*0.25,,

鋼筋,T,0.630,=,0.0382*2*33*0.25,,

緣石與枕梁砼,m3,22.44,=,1.36*2*33*0.25,,

鋼筋,T,1.490,=,0.0903*2*33*0.25,,

水泥砂漿,m3,3.80,=,2.88*0.02*33*2,,

,,,,,,,

搭板,,,,,,

搭板砼,m3,50.40,=,12.6*4,,

搭板鋼筋,kg,9.796,=,2.449*4,,

搭板下半剛性h30,m3,168.00,=,42*4,,

,,,,,,,

伸縮縫,m,44.20,=,22.1*2,,

青石欄桿,m,72.00,=,36*2,,

C30砼,m3,0.33,=,0.33,,

鋼筋,T,0.018,=,0.0182,,

,,,,,,,

擋墻,,,,,,

C25砼,m3,24.80,=,24.8,,

干砌片石基礎(chǔ),m3,18.80,=,18.8,,

M7.5漿砌塊石,m3,75.80,=,75.8,,

臺后挖土,m3,280.00,=,280,,

回填宕渣,m3,238.20,=,238.2,,

,,,,,,,

橋梁名稱：4#橋,,,,備注：跨徑13+16+13m寬24m,,

計算內(nèi)容,單位,計算結(jié)果,,計算表達式,,

橋樁,,,,,,

平臺,m2,644.4,=,(5*30-22*1.2)*4+9*2*5+12*5,,

護筒干處,t,5.010,=,3*10*0.167,,

濕處,t,9.320,=,4*10*0.233,,

鉆孔深D100,m,260.0,=,29.5*5+22.5*5,,

嵌巖D100,m,15.0,=,1.5*5*2,,

鉆孔深D120,m,238.5,=,25.11*5+22.59*5,,

嵌巖D120,m,18.0,=,1.8*5*2,,

樁砼,m3,506.1,=,121.74+94.25+152.17+137.92,,

柱砼,m3,16.1,=,8.05+8.05,,

樁鋼筋,t,54.576,=,15.2802+11.9072+14.3118+13.0764,,

聲測管,t,,,,,

,,,,,,,

蓋梁,,,,,,

蓋梁砼,m3,215.30,=,39.63*2+13.4*2+54.32*2+.6,,

蓋梁鋼筋,t,32.926,=,6.3323*2+1.9009*2+8.165*2+0.13,,

,,,,,,,

橋板,,,,,,

橋板砼,m3,374.1,=,5.82*17*2+6.56*2*2+7.8*17+8.69*2,,

C40砼,m3,21.5,=,0.35*19*2+0.43*19,,

橋板安裝,m3,751.7,=,0.7*24*26+0.82*24*16,,

預應力鋼筋,T,11.504,=,0.1751*17*2+0.191*2*2+0.2499*17+0.2691*2,,

橋板鋼筋,T,65.398,=,1.0455*17*2+1.0800*2*2+1.3417*17+1.3612*2,,

板底輔助鋼筋,T,1.505,=,0.0264*19*3,,

,,,,,,,

上部構(gòu)造,,,,,,

支座數(shù)量,個,228.00,=,228,,

C30砼,m3,1.60,=,1.6,,

鋼筋,T,1.661,=,1.6611,,

,,,,,,,

橋面鋪裝,,,,,,

C40鋪裝砼,m3,160.70,=,160.7,,

鋪裝瀝青砼,m3,83.50,=,83.5,,

鋼筋,T,7.728,=,7.728,,

人行道磚,m2,310.800,=,310.8,,

橋面連續(xù)鋼筋,T,4.374,=,2.1871*2,,

橋面附加鋼筋,T,0.050,=,0.05,,

,,,,,,,

人行道,,,,,,

人行道板砼,m3,45.36,=,0.54*42*2,,

鋼筋,T,9.752,=,0.1161*42*2,,

人行道側(cè)石砼,m3,7.98,=,0.38*2*42*0.25,,

鋼筋,T,0.750,=,0.0357*2*42*0.25,,

緣石與枕梁砼,m3,27.93,=,1.33*2*42*0.25,,

鋼筋,T,1.861,=,0.0886*2*42*0.25,,

水泥砂漿,m3,6.01,=,3.58*0.02*42*2,,

,,,,,,,

搭板,,,,,,

搭板砼,m3,57.60,=,14.4*4,,

搭板鋼筋,kg,11.325,=,2.8312*4,,

搭板下半剛性h30,m3,192.00,=,48*4,,

,,,,,,,

伸縮縫,m,55.40,=,27.7*2,,

青石欄桿,m,90.00,=,45*2,,

C30砼,m3,0.33,=,0.33,,

鋼筋,T,0.018,=,0.0182,,

,,,,,,,

擋墻,,,,,,

C25砼,m3,28.50,=,28.5,,

干砌片石基礎(chǔ),m3,21.80,=,21.8,,

M7.5漿砌塊石,m3,89.40,=,89.4,,

臺后挖土,m3,410.00,=,410,,

回填宕渣,m3,520.20,=,520.2,,

,,,,,,,

計算：,,,,校核：,,

,,,,,,,

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