招標(biāo)文件編制中工程量計(jì)算案例7900字

招標(biāo)文件編制中工程量計(jì)算案例綜述目錄TOC\o"1-3"\h\u28907招標(biāo)文件編制中工程量計(jì)算案例綜述 1195601分部分項(xiàng)工程量 1277191.1建筑面積 2245951.2土石方工程 228551.3砌筑工程 5134291.4樁基工程 7161531.5混凝土工程 7145841.6門窗工程 18137401.7裝飾裝修工程 1965392措施項(xiàng)目 21218042.1混凝土模板及支架(撐)工程 21197112.2腳手架工程 251分部分項(xiàng)工程量圖2-1首層平面圖1.1建筑面積計(jì)算規(guī)則：以外墻邊線計(jì)算總的面積。計(jì)算多層建筑屋頂斜坡屋面建筑面積時(shí)。當(dāng)凈高在1.2m至2.1m的部位應(yīng)計(jì)算1/2面積。建筑面積首層{2-1}—{2-18}軸～{2-A}—{2-G}軸的面積=40×(6.6+4.2+0.10)=436㎡{2-G}—{2-K}軸～{2-1}—{2-2}軸的面積=3.7×(3.6+3.1+0.1)=25.16㎡{2-2}—{2-5}軸～{2-G}—{2-H}軸的面積=7.2×5.7=41.04㎡{2-5}—{2-8}軸～{2-G}—{2-J}軸的面積=3.9×6.3=24.57㎡{2-8}—{2-11}軸～{2-G}—{2-L}軸的面積=7.4×7.6=56.24㎡{2-11}—{2-14}軸～{2-G}—{2-J}軸的面積=5.4×6.3=34.02㎡{2-14}—{2-17}軸～{2-G}—{2-H}軸的面積=7.2×5.7=41.04㎡{2-17}—{2-18}軸～{2-G}—{2-K}軸的面積=3.7×(3.6+3.1+0.1)=25.16㎡一層總面積=436+25.16+41.04+24.57+56.24+34.02+41.04+25.16=683.23㎡二層 二層總面積=683.23㎡三層{2-1}—{2-4}軸～{2-A}—{2-E}軸的露臺(tái)面積=(3.6+4.2+1.4+0.1)×(0.6+1.2+7.4-0.7)+(0.7+1.8)×1.4=36.05㎡{2-9}—{2-11}軸的露臺(tái)面積=3×(3.7+1.8)+3×1.8=21.9㎡{2-15}—{2-18}軸的露臺(tái)面積=1.4×(1.6+2.4+1.2+0.6+0.4)+3.9×1.8=39.1㎡{2-4}—{2-6}軸的陽臺(tái)面積=4×1.9=7.6㎡{2-9}—{2-10}軸的陽臺(tái)面積=1.5×2.7×2=8.1㎡{2-11}—{2-13}軸的陽臺(tái)面積=4.2×1.9=7.98㎡{2-16}—{2-11}軸的陽臺(tái)面積=2.2×2.2=4.84㎡{2-14}—{2-16}軸的陽臺(tái)面積=3.9×1.2=4.68㎡{2-4}—{2-5}軸的陽臺(tái)面積=3.9×1.2=4.68㎡{2-2}—{2-3}軸的陽臺(tái)面積=2.2×4.2=9.24㎡總陽臺(tái)面積=47.12㎡三層建筑面積=683.23-47.12×0.5-39.1-21.9-36.05=562.62㎡四至十六層(偶數(shù)層)建筑面積=562.62㎡(每層)五至十五(奇數(shù)層)建筑面積=562.62㎡(每層)十七，十八層建筑面積=562.62㎡(每層)天面層建筑面積=7.6×7.7=58.52㎡整棟樓建筑面積=683.23×2+562.62×16+58.52=10426.9㎡1.2土石方工程平整場(chǎng)地計(jì)算規(guī)則：按設(shè)計(jì)圖示尺寸以建筑物首層建筑面積計(jì)算。S平整場(chǎng)地=S首層建筑面積=436+25.16+41.04+24.57+56.24+34.02+41.04+25.16=683.23㎡大開挖土方①S大開挖土方=挖土方的底面積*挖土深度②底部墊層厚度100mm，每邊擴(kuò)出基礎(chǔ)邊緣100mm③短軸：20.45m長軸：41.499m挖土深度——室外地坪(-0.15m)承臺(tái)標(biāo)高-2.00m承臺(tái)高度①1.5m②1m墊層100mm挖土深度1=2-0.15+1.5+0.1=3.45m挖土深度2=2-0.15+1+0.1=2.95m土壤類別為一類土，機(jī)械挖土，坑內(nèi)作業(yè)K=0.33工作面積300mm四面放坡：V放坡=(a+2c+kH2)×(b+2c+kH2)H2+?K2H23+(a+2c)×(b+2c)×H1=(20.45+2×0.3+0.33×3.45)×(42.499+2×0.3+0.33×3.45)×3.45+?×0.332×3.453+(20.45+0.6)×(42.499+0.6)×0.1-0.5×4.5=3476.359m3(3)基礎(chǔ)體積：樁臺(tái)體積VJZ1=1×1×1=1m3VJZ4=205×3×1.5=11.25m3VJZ5=2.5×3.598×1.5=13.4925m3VJZ6=4.1×2.5×1.5=15.375m3VJZ8=5.5×2.5×1.5=20.625m3VJZ8-a=6.196×2.5×1.5=23.235m3VJZ10=23.018×1.5=34527m3VJZ10a=19.7×1.5=29.55m3VJZ11=24.46×1.5=36.69m3VJZ16=29.76×1.5=44.64m3VJZ19=36.59×1.5=54.885m3樁臺(tái)個(gè)數(shù)：JZ1-6個(gè)；JZ4-4個(gè)；JZ5-5個(gè)；JZ6-2個(gè)；JZ8-2個(gè)；JZ8a-1個(gè)；JZ10-2個(gè)；JZ10a-1個(gè)；JZ11-2個(gè)；JZ16-2個(gè)；JZ19-1個(gè)總樁臺(tái)體積=1×6+11.25×4+13.4925×5+15.375×2+20.625×2+23.235×1+34.527×2+29.55+36.69×2+44.64+54.885=485.1715m3墊層體積VJZ1=1.1×1.1×0.1=0.121m3VJZ4=2.6×3.1×0.1=0.806m3VJZ5=2.6×3.698×0.1=0.961m3VJZ6=4.2×2.6×0.1=1.092m3VJZ8=5.6×2.6×0.1=1.456m3VJZ8-a=6.296×2.6×0.1=1.64m3VJZ10=(23.018+0.1×6.05+0.1×3.598+0.1×4.098+0.1×2.5+0.1×3.555+0.1×0.5+0.1×0.1×4)×0.1=2.534m3VJZ10a=(19.1+0.1×4+0.1×6.2+0.1×2.5+0.1×3.4+0.1×1.5+0.1×2.8+0.1×0.1×4)×0.1=2.118m3VJZ11=(24.46+0.1×21.5+0.1×0.1×4)×0.1=2.665m3VJZ16=(29.76+0.1×28.2+0.1×0.1×4)×0.1=43.262m3VJZ19=(36.59+0.1×34.1+0.1×0.1×4)×0.1=4.004m3總墊層體積=0.121×6+0.801×4+0.961×5+1.092×2+1.456×2+1.64+2.534×2+2.118+2.665×2+3.262+4.004=35.273m3地坪下：柱和剪力墻體積在{2-1}軸上：V{2-E}柱墻=1.0485×1.45=1.933m3在{2-1}軸上：V{2-G}柱墻=0.763×1.85=1.412m3V{2-K}柱墻=1.1125×1.85=2.058m3在{2-2}軸上：V{2-E}柱墻=1.045×1.85=1.933m3V{2-K}柱墻=1.145×1.85=2.12m3在{2-3}軸上：V{2-F}柱墻=0.512×1.85=0.9472m3V{2-G}柱墻=1.075×1.85=1.989m3在{2-4}軸上：V{2-E}柱墻=1.58×1.85=2.923m3在{2-5}軸上：V{2-J}柱墻=0.913×1.85=1.689m3在{2-6}軸上：V{2-B}柱墻=0.887×1.85=1.641m3在{2-8}軸上：V{2-J}柱墻=1.863×1.85=3.447m3V{2-G}柱墻=0.7337×1.85=1.363m3V{2-E}柱墻=0.963×1.85=1.782m3在{2-9}軸上：V{2-B}柱墻=0.745×1.85=1.318m3在{2-10}軸上：V{2-D}柱墻=1.47×1.85=2.72m3在{2-11}軸上：V{2-C}柱墻=0.763×1.85=1.412m3V{2-G}柱墻=0.862×1.85=1.595m3V{2-H}柱墻=1.962×1.85=3.63m3在{2-13}軸上：V{2-C}柱墻=0.888×1.85=1.643m3在{2-14}軸上：V{2-H}柱墻=0.963×1.85=1.782m3V{2-G}柱墻=1.437×1.85=2.658m3V{2-F}柱墻=1.05×1.85=1.943m3在{2-15}軸上：V{2-B}柱墻=0.87×1.85=1.610m3在{2-16}軸上：V{2-F}柱墻=0.512×1.85=0.947m3在{2-17}軸上：V{2-E}柱墻=1.045×1.85=1.933m3V{2-K}柱墻=1.145×1.85=2.118m3在{2-18}軸上：V{2-E}柱墻=1.045×1.85=1.933m3V{2-G}柱墻=0.763×1.85=1.412m3V{2-K}柱墻=1.113×1.85=2.059m3總體積V=1.776+1.933+1.412+2.058+1.933+2.12+0.9472+1.989+2.923+1.689+1.641+3.447+1.363+1.782+2.658+1.943+1.61+0.947+1.933+2.118+1.933+1.412+2.059=40.7032m3基礎(chǔ)梁{2-A}軸：VJKL2(1)=0.3×0.6×(2.5+4.6+2.35+0.95+4.3+2.55+0.95+3.9+2.5)=4.428m3{2-C}軸：VJKL3(1)=0.3×0.6×(1.5+0.95+0.65+0.399+1.8+0.95)=1.125m3{2-E}軸：VJKL3(1)=0.3×0.6×(1.7+0.9+0.952)=0.639m3{2-F}軸：VJKL(3)=0.3×0.6×3.602=0.648m3{2-G}軸：VJKL5=0.3×0.7×4.801=1.008m3VJKL2=0.25×0.5×3.9=0.488m3VJKL3=0.3×0.6×(3+3.601+3.35+4.652)=2.629m3{2-H}軸：VJKL3=0.3×0.6×24.4+2.15+1.799+2.251+4.2+1.55+3.55=3.722m3{2-J}軸：VJKL23(1)=0.3×0.6×(2.7+2.151×3)=1.648m3{2-2}-{2-18}軸VJKL3(1)=0.3×0.6×(2.7+3.701+3.9+1.9×2+2.601+1.7×2+7.902+2.7×2+2.151×3)=10.731m3VJKL2=0.3×0.6×4.05×2=1.458m3總體積=28.524m3(4)土方回填：計(jì)算規(guī)則：按挖方清單項(xiàng)目工程量減去自然地坪以下埋設(shè)的基礎(chǔ)體積(包括基礎(chǔ)墊層及其他構(gòu)筑物。V回填=V挖基坑土方-V總基礎(chǔ)體積=3476.359-485.1715-35.273-40.7032-28.524=2886.6873m31.3砌筑工程砌體填充墻：計(jì)算規(guī)則：根據(jù)設(shè)計(jì)圖的尺寸按體積計(jì)算。鋼筋混凝土柱內(nèi)嵌門窗、洞口、梁、環(huán)梁、梁、磷醚、鉗口凹壁、管槽、加熱槽、卷消火栓箱，不可減去梁頭、板頭、積木、遲鈍的頭部沿著樹的邊緣，磚頭、木質(zhì)門窗頭、磚墻加固鋼、木、鐵、鋼管和單個(gè)區(qū)域0.3平方米的小孔或體積較少。未扣除門窗過梁V首=3.8×(3.2+2.9+3+1.8+3.55+7.6+33.1+33.2+3.95+1.2+2.5+5.2+1.4+3.5+7.1+2.8+5.7+4.1+4.75+0.9+1.35+1.2+0.55+5+5.3+7.3+5.5+5.2+5.3+2.6+2.15+3.95+6.2+3.1+7.58+3.6+3+2.9+1.8+2.15)×0.2+3.8×(0.73+1.95+1.35+2.1×5+3.4)×0.12=120.04m3V二層=3.4×(3.2+2.9+3+3.35+8.7+3.1+3.2+1.8+4.8+3.95+5.4+2.5+5.2+1.4+1.2+3.2+7.1+2.8+5.7+2.7+4.1+1.95+1.8+2.15+2.15×2+5.5+5.3+5+5.5+4.2+7.3+2.6+1.2+2.6+5.4+4.8+3.95+8.7+5.3+3.1+3.2×2+2.9+3+3.4+1.8)×0.2=117.3m3V三層=3.1×(2.9+3+3+2.22+1.7+3.4+1.8+4.7+4.2+2.7+3+2.5+3.18+4.2+4.8+2.8+0.76+4.1+1.5+2.6+2.1+4+4.4+3.5+1.3+1.76+2.1+3+2.3+2.8+5.1+1.6+4.98+4.1+3+2.55+2.58+2+5.5+2.1+3+4+5+2.15+2.15+6.7+5.3+4.2+4.2+4+6.2+5.2+1.8+2.1+2.3+2.4+1.14+2.6+2.9+2.6+2.88+4.28+3.18+3+4.2+3+2.9+4.8+1.9+2.7+3.4+3+1.8)×0.2=143.1m3五至十五層(奇數(shù)層)單層V五=3.1×(3+3.4+2.58+1.99+4.78+2.9+2.22+4.08+3+3+2.5+3.42+4.28+2.88+4.1+4.4+4+3.2+4+2.8+3.98+2.1+1.64+1.5+2.7+1.48+5.3+7.98+4.1+6.7+0.73+2.15+2.15+5.3+5+4.2+4.2+4+6.2+2.18+1.8+2.88+1.8+1.8+4.28+2.25+1.16+2.58+3.4+3+1.9+4.78+4.08+2.22+2.9+3+3+2.6+2.9+5.2+4.6+2.58+2+2.55+2.1+3+2.3+5.2+1.8+2.3+4+2.4+2.6+1)×0.2=143.49m3V總=143.49×6=860.94m3四至十六層(偶數(shù)層)單層V四=143.49m3V總=143.49×7==1004.43m3V十七=143.49m3V十八=143.49m3V天面層=1.5×(2.6+3.4+2.6+3.2+1.8+2.1+3.4+2.1+1.8+2.1+3.4+2.1+2.3+2.6+3.4+2.6)×0.2+4.8×0.2×(5+4.55+5.5+5.15+2.15+1+1.8)=36.59m3砌筑總體積=36.59+143.49×2+1004.43+860.94+143.1+117.3+120.04=2569.38m3門，窗戶體積VTC1=3×1.9×0.2×30=34.2m3VTC2=1.8×1.9×0.2×96=65.664m3VTC3=0.2×16×1.5×1.9=9.12m3VTC4=0.2×32×1.2×1.9=14.592m3VC1=0.2×8×1.8×1.8=5.184m3VC2=0.2×1×1.5×1.8=0.54m3VC2A=0.2×34×1.5×1.5=15.3m3VC2B=0.2×17×1.5×2.5=12.75m3VC3=0.2×2×1.2×1.8=0.864m3VC3A=0.2×32×1.2×1.5=11.52m3VC5=0.2×18×1×1.15=4.14m3VC6=0.2×9×1.8×0.8=2.592m3VLC1=0.2×1×7×1.8=2.52m3VC4=0.2×48×0.6×1=5.76m3VC4-1=0.2×16×0.5×1=1.6m3VFC1=0.2×68×0.6×1=8.16m3VLC2=0.2×1×6.8×1.8=2.448m3VLC3=0.2×1×5.2×1.8=1.872m3VLC4=0.2×2×4.8××1.8=3.456m3VLC5=0.2×2×2.5×1.8=1.8m3VLM1=0.15×48×3×2.5=54m3VL㎡=0.15×16×2.8×2.5=16.8m3VLM3=0.15×64×1.8×2.5=43.2m3VLM4=0.15×16×1.5×2.5=9m3VLM5=0.15×32×1.3×2.5=15.6m3VPLM1=0.2×1×7×2.5=3.5m3VPL㎡=0.2×1×6.8×2.5=3.4m3VPLM3=0.2×1×5.2×2.5=2.6m3VPLM4=0.2×2×4.8×2.5=4.8m3VPLM5=0.2×2×2.5×2.5=2.5m3VFM1(乙)=0.15×20×1.5×24=10.8m3VF㎡(乙)=0.15×1×1.3×2.4=0.468m3VFM3(乙)=0.2×18×1.1×2.4=9.504m3VFM4=0.2×36×0.6×1.5=6.48m3VM1=0.12×60×1.2×2.4=20.736m3V㎡=0.15×193×0.9×2.1=54.72m3VM3=0.15×16×0.8×2.1=4.032m3VM4=0.15×135×0.7×2.1=29.77m3V總=495.992m3V砌筑工程=2569.38-495.992-49.181=2024.207m31.4樁基工程樁基工程計(jì)算規(guī)則：按設(shè)計(jì)圖示尺寸的樁長(包括樁尖)以米計(jì)算①Φ500預(yù)應(yīng)力管樁，個(gè)數(shù)170個(gè)，樁壁厚t=125mm②樁身混凝土采用普通硅酸鹽水泥，樁長20m(自然地面起計(jì))③送樁深度2m，液壓樁機(jī)④沉樁長度：20-0.04-0.1-0.1-0.1=19.66m⑤L壓樁=19.66×170=3342.2m⑥總樁長20m，每節(jié)樁長10m⑦接樁：N接樁=170×1=170個(gè)⑧樁尖焊接：N樁尖焊接=170個(gè)⑨截樁：N截樁=170個(gè)1.5混凝土工程(1)墊層(C15)：計(jì)算規(guī)則：按設(shè)計(jì)圖示尺寸以體積計(jì)算。不扣除伸入承臺(tái)基礎(chǔ)的樁頭所占體積。墊層體積VJZ1=1.1×1.1×0.1=0.121m3VJZ4=2.6×3.1×0.1=0.806m3VJZ5=2.6×3.698×0.1=0.961m3VJZ6=4.2×2.6×0.1=1.092m3VJZ8=5.6×2.6×0.1=1.456m3VJZ8-a=6.296×2.6×0.1=1.64m3VJZ10=(23.018+0.1×6.05+0.1×3.598+0.1×4.098+0.1×2.5+0.1×3.555+0.1×0.5+0.1×0.1×4)×0.1=2.534m3VJZ10a=(19.1+0.1×4+0.1×6.2+0.1×2.5+0.1×3.4+0.1×1.5+0.1×2.8+0.1×0.1×4)×0.1=2.118m3VJZ11=(24.46+0.1×21.5+0.1×0.1×4)×0.1=2.665m3VJZ16=(29.76+0.1×28.2+0.1×0.1×4)×0.1=43.262m3VJZ19=(36.59+0.1×34.1+0.1×0.1×4)×0.1=4.004m3總墊層體積=0.121×6+0.801×4+0.961×5+1.092×2+1.456×2+1.64+2.534×2+2.118+2.665×2+3.262+4.004=35.273m3(2)樁承臺(tái)基礎(chǔ)：計(jì)算規(guī)則：按設(shè)計(jì)圖示尺寸以體積計(jì)算。不扣除伸入承臺(tái)基礎(chǔ)的樁頭所占體積。VJZ1=1×1×1=1m3VJZ4=205×3×1.5=11.25m3VJZ5=2.5×3.598×1.5=13.4925m3VJZ6=4.1×2.5×1.5=15.375m3VJZ8=5.5×2.5×1.5=20.625m3VJZ8-a=6.196×2.5×1.5=23.235m3VJZ10=23.018×1.5=34527m3VJZ10a=19.7×1.5=29.55m3VJZ11=24.46×1.5=36.69m3VJZ16=29.76×1.5=44.64m3VJZ19=36.59×1.5=54.885m3樁臺(tái)個(gè)數(shù):JZ1-6個(gè);JZ4-4個(gè);JZ5-5個(gè);JZ6-2個(gè);JZ8-2個(gè);JZ8a-1個(gè);JZ10-2個(gè)JZ10a-1個(gè);JZ11-2個(gè);JZ16-2個(gè);JZ19-1個(gè)總樁臺(tái)體積=1×6+11.25×4+13.4925×5+15.375×2+20.625×2+23.235×1+34.527×2+29.55+36.69×2+44.64+54.885=485.1715m3(3)基礎(chǔ)梁計(jì)算規(guī)則：設(shè)計(jì)圖示尺寸以體積計(jì)算基礎(chǔ)梁{2-A}軸：VJKL2(1)=0.3×0.6×(2.5+4.6+2.35+0.95+4.3+2.55+0.95+3.9+2.5)=4.428m3{2-C}軸：VJKL3(1)=0.3×0.6×(1.5+0.95+0.65+0.399+1.8+0.95)=1.125m3{2-E}軸：VJKL3(1)=0.3×0.6×(1.7+0.9+0.952)=0.639m3{2-F}軸：VJKL(3)=0.3×0.6×3.602=0.648m3{2-G}軸：VJKL5=0.3×0.7×4.801=1.008m3{2-G}軸：VJKL2=0.25×0.5×3.9=0.488m3VJKL3=0.3×0.6×(3+3.601+3.35+4.652)=2.629m3{2-H}軸：VJKL3=0.3×0.6×24.4+2.15+1.799+2.251+4.2+1.55+3.55=3.722m3{2-J}軸：VJKL23(1)=0.3×0.6×(2.7+2.151×3)=1.648m3{2-2}-{2-18}軸：VJKL3(1)=0.3×0.6×(2.7+3.701+3.9+1.9×2+2.601+1.7×2+7.902+2.7×2+2.151×3)=10.731m3VJKL2=0.3×0.6×4.05×2=1.458m3總體積=28.524m3(4)矩形柱：計(jì)算規(guī)則：按設(shè)計(jì)圖示尺寸以體積計(jì)算。柱高:框架柱的柱高應(yīng)自柱基上表面至柱頂高度計(jì)算。柱：承臺(tái)頂面56.8mV柱=0.4×0.4×58.8×6=56.448m3(5)剪力墻：計(jì)算規(guī)則：根據(jù)設(shè)計(jì)上所示的尺寸，將棒鋼和嵌入的鐵部件的體積、門和窗的孔的體積以及超過0.3平方米的單一區(qū)域相減后的立方米計(jì)算出來。① 承臺(tái)頂面56.8M剪力墻H1=56.8+2=58.8m在{2-1}軸上V{2-E}=1.045×58.8=61.446m3V{2-G}=0.763×58.8=44.8644m3V{2-K}=1.1125×58.8=65.415m3在{2-2}軸上：V{2-E}=1.045×58.8=61.446m3在{2-2}軸上：V{2-K}=1.145×58.8=67.326m3在{2-3}軸上：V{2-F}=0.512×58.8=30.1056m3V{2-G}=1.075×58.8=63.21m3在{2-4}軸上：V{2-E}=1.58×58.8=92.904m3在{2-5}軸上：V{2-J}=0.913×58.8=53.6844m3在{2-6}軸上：V{2-B}=0.887×58.8=52.1556m3在{2-8}軸上：V{2-E}=0.963×58.8=56.6244m3V{2-G}=0.737×58.8=43.3356m3在{2-8}軸上：V{2-J}=1.863×58.8=109.5444m3在{2-9}軸上：V{2-B}=0.745×58.8=43.806m3在{2-10}軸上：V{2-D}=1.47×58.8=86.436m3在{2-11}軸上：V{2-C}=0.763×58.8=44.8644m3V{2-G}=0.862×58.8=50.6856m3V{2-H}=1.962×58.8=115.3656m3在{2-13}軸上：V{2-C}=0.888×58.8=52.2144m3在{2-14}軸上：V{2-H}=0.963×58.8=56.6244m3V{2-G}=1.437×58.8=84.4956m3V{2-F}=1.05×58.8=61.74m3在{2-15}軸上：V{2-B}=0.87×58.8=51.156m3在{2-16}軸上：V{2-F}=0.512×58.8=30.1056m3在{2-17}軸上：V{2-E}=1.045×58.8=61.446m3V{2-K}=1.145×58.8=67.326m3在{2-18}軸上：V{2-E}=1.045×58.8=61.446m3V{2-G}=0.763×58.8=44.8644m3V{2-K}=1.113×58.8=65.4444m3②56.8m61.5m剪力墻H2=4.7m在{2-1}軸上：V{2-D}=0.52×4.7=2.444m3在{2-2}軸上：V{2-D}=0.52×4.7=2.444m3在{2-3}軸上：V{2-D}=0.56×4.7=2.632m3在{2-4}軸上：V{2-B}=0.42×4.7=1.974m3在{2-6}軸上：V{2-B}=0.38×4.7=1.786m3在{2-8}軸上：V{2-H}=1.41×4.7=6.627m3在{2-8}軸上：V{2-G}=0.28×4.7=1.316m3在{2-9}軸上：V{2-B}=0.38×4.7=1.786m3在{2-11}軸上：V{2-B}=0.42×4.7=1.974m3V{2-G}=0.42×4.7=1.974m3V{2-H}=1.41×4.7=6.267m3在{2-13}軸上：V{2-B}=0.38×4.7=1.786m3在{2-15}軸上：V{2-B}=0.38×4.7=1.786m3在{2-16}軸上：V{2-D}=0.56×4.7=2.632m3在{2-17}軸上：V{2-D}=0.52×4.7=2.444m3在{2-18}軸上：V{2-D}=0.52×4.7=2.444m3(6)矩形梁：計(jì)算規(guī)則：按設(shè)計(jì)圖示尺寸以體積計(jì)算。伸入墻內(nèi)的梁頭、梁墊并入梁體積內(nèi)。梁長：梁與柱連接時(shí)，梁長算至柱側(cè)面；主梁與次梁連接時(shí)，次梁長算至主梁側(cè)面。{2-A}軸L35(200×600)V=0.2×0.6×(5.2+7.1+5.7+7.3+5.3+3.1)=4.044m3{2-B}軸L2(200×500)V=0.2×0.5(2.3+2.3)=0.46m3{2-C}軸L3(250×600)V=0.25×0.6×(2.8+3.35+2.8+2.1+3+3.4)=2.62m3{2-D}軸L4(250×600)V=0.25×0.6(3+5.4+5.4+3)=2.52m3{2-E}軸L5(250×600)V=0.25×0.6(3.35+3+3+3.35)=1.91m3L9(2500×600)V=0.25×0.6×4.8=0.72m3{2-F}軸L6(250×600)V=0.25×0.6×(1.2+4.5+5.2+1.2)=1.815m3{2-G}軸L11(250×600)V=0.25×0.6×(5.9+5.2+4.1+3.5+5.9)=3.69m3{2-H}軸L13(250×600)V=0.25×0.66(4.8+4.8)=1.44m3{2-J}軸L13(250×600)V=0.25×0.6×4.2=1.386m3L2(200×500)V=0.5×0.2×3.2=0.32m3{2-K}軸L2(200×500)V=0.2×0.5+4+2=0.8m3{2-L}軸L16(250×600)V=0.25×0.6×5=0.75m3其他軸：L8V=0.2×0.5×(3.4+2.2×2+3.4)=1.12m3{2-F}——{2-G}：L9V=0.2×0.4×5.9=0.472m3{2-G}——{2-H}：L8V=0.2×0.5×3.4+2.2×2+3.4)=1.12m3L12V=0.25×0.6×32.4=4.86m3{2-G}——{2-H}：L40V=0.4×0.2×2.4=0.192m3總橫梁=29.479m3{2-1}軸：L36-L17V=0.25×0.6×(3.2+2.9+3)=1.365m3{2-2}軸：L36-L18V=0.25×0.6×(3.2+8.7)=1.785m3{2-3}軸：L37-L19V=0.25×0.6(5.6+2.5+5.4)=2.025m3{2-4}軸：L38V=0.25×0.6×1.4=0.21m3{2-5}軸：L24V=0.25×0.6×4.1=0.615m3{2-6}軸：L22V=0.25×0.6×(0.4+3.9)=0.645m3{2-7}軸：L23V=0.25×0.6×2.7=0.405m3{2-8}軸：L42V=0.25×0.6×1.8=0.27m3{2-9}軸：L25V=0.25×0.6×7=1.05m3{2-10}軸：L26V=0.25×0.6×6.1=0.915m3{2-11}軸：L36V=0.25×0.6×(5.5+1.4)=1.035m3{2-12}軸：L43V=0.25×0.6×10.2=1.53m3{2-13}軸：L22V=0.25×0.6×7.1=1.065m3{2-14}軸：L31V=0.25×0.6×4.1=0.615m3{2-15}軸：V=0.25×0.6×2.6=0.39m3{2-16}軸：V=0.25×0.6×(5.6+2.6+5.4)=2.04m3{2-17}軸：L36V=0.25×0.6×(3.2+8.7)=1.785m3{2-18}軸：L36V=0.25×0.6×(3.2+2.9+3)=1.365m3其他軸：L8V=(4+5.3)×0.2×0.5=0.93m3L9V=(3.4+2+2)×0.2×0.4=0.592m3總豎梁=6+14.632=20.632m3二層梁=29.479+20.632=50.111m3三層{2-L}軸：L39V=0.2×0.7×3.8×2=1.064m3L1V=0.25×0.6×5.6×2=1.68m3{2-G}——{2-F}：L5V=0.25×0.6×1.9=0.285m3L10V=0.2×0.5×(7.9+5+2.5+1.4+1.9)=1.87m3三層梁總體積=50.111+1.064+1.68+0.285+1.87-0.472=54.538m34-16層(偶數(shù)層)多出部分L36V=0.25×0.6×3.2×4=1.92m3L35V=0.2×0.6×(3.1+5.2+31+5.2)=1.992m3L37V=0.25×0.6×(3.4+3.4)=1.02m3L2V=0.25×0.6×(2.8×2+2.7+3.2+1.2)=1.905m3L39V=0.2×0.7×3.1=0.434m3每層梁體積=54.538-1.92-1.992-1.02-1.905-0.434=47.267m3總體積=47.267×7=330.869m35-15層(奇數(shù)層)多出部分L2V=0.25×0.6×2=0.9m3L4V=0.2×0.6×1.2×2=0.288m3L35V=0.2×0.6×2.8×2=0.672m3減少部分L36：V=0.25×0.6×3.3=0.495m3每層梁體積=47.267+0.9+0.0.88+0.672-0.495=48.632m3總體積=48.632×6=291.792m317層梁體積=5-15層(單層)梁體積=48.632m318層梁體積=4-16層(單層)梁體積=47.267m3天面層梁(橫梁){2-B}軸：WL40V=0.2×0.4×(3.8+3.8)=0.608m3WL2V=0.2×0.6×2.3×2=0.552m3WL35V=0.2×0.6×5.8=0.696m3WL36V=0.2×0.6×7.4×2=1.776m3{2-C}軸：WL2/3V=0.2×0.6×(2.8+2.8+2.1+3)=1.284m3{2-D}軸：WL2/4V=0.2×0.6×(3+3+3.8+1.2)×2=2.67{2-E}軸：WL2/9V=0.2×0.6×(3+2.8+2+3)=1.296{2-E}軸：WL5V=0.2×0.5×(3.4+3.4)=0.68m3{2-F}軸：WL6V=0.6×0.6×(.2+4.5+5.2+1.2)=1.452m3{2-F}——{2-G}軸：L5-L10V=0.2×0.5×(3.4+7.9+3.4)=1.47m3{2-G}軸：WL11V=0.6×0.6×(5.9+3.5+4.1+5.2+5.9)=2.952m3{2-G}——{2-H}軸：WL5V=0.2×0.5×(3.4+3.4+2.2×2)=1.12m3WL12V=0.2×0.6×(11.6+6.7+13.2)=3.78m3{2-G}——{2-H}軸：WL40V=0.2+0.4+2.4=0.192m3{2-H}軸：WL13V=0.2×0.6×3.6=0.432m3{2-H}軸——{2-L}軸：WL2V=0.2×0.6×3.6=0.432m3{2-H}軸——{2-L}軸：WL35V=0.2×0.6×(3.8×2+5.6×2+5)=2.856m3總橫梁=24.934m3(豎梁){2-1}軸：WL17V=0.2×0.6×(2.9+3)=0.708m3{2-2}軸：WL18V=0.6×0.2×8.7=1.044m3{2-3}軸：WL19V=0.2×0.6×(3.4+2.5)=0.708m3{2-5}軸：WL21V=0.2×0.6×8.3=0.996m3{2-6}軸：WL22/24V=0.2×0.6×3.9+0.2×0.5×4=0.868m3{2-7}軸：WL23V=0.2×0.6×2.7=0.324m3{2-9}軸：WL25V=0.2×0.6×3=0.36m3WL26V=0.2×0.6×(2.5+2.4)=0.588m3{2-11}軸：WL28V=0.2×0.6×5.5=0.66m3{2-12}軸——{2-18}軸：V=0.868+0.996+0.708+1.044+0.708-1.3×0.2×0.6=4.324-0.156=4.168m3總豎梁=4.324+0.324+0.36+0.588+0.66+4.168=10.424m3天面梁總體積=10.424+24.934=35.358m3機(jī)房梁：V=0.2×0.3×(3.7+5.3+5.3+2.4+1.94+2+1)=1.299m3(7)過梁(C25)：計(jì)算規(guī)則：按照設(shè)計(jì)圖示尺寸以體積計(jì)算。伸入墻內(nèi)的梁頭、梁墊并入梁體積內(nèi)。過梁高。VTC1=(3+0.5)×0.24×0.2×30=5.04m3VTC2=(1.8+0.5)×0.15×0.2×96=6.624m3VTC3=(1.5+0.5)×0.15×0.2×16=0.96m3VTC4=(1.2+0.5)×0.12×0.2×32=1.306m3VC1=(1.8+0.5)×0.18×0.2×8=0.662m3VC2=(1.5+0.5)×0.15×0.2×1=0.06m3VC2A=(1.5+0.5)×0.15×0.2×34=2.04m3VC2B=(1.5+0.5)×0.15×0.2×17=1.02m3VC3=(1.2+0.5)×0.12×0.2×2=0.082m3VC3A=(1.2+0.5)×0.12×0.2×32=1.306m3VC5=(1+0.5)×0.12×0.2×18=0.648m3VC6=(1.8+0.5)×0.18×0.2×9=0.745m3VLC1=(7+0.5)×0.3×0.2×1=0.45m3VLC2=(6.8+0.5)×0.3×0.2×1=0.438m3VLC3=(5.2+0.5)×0.3×0.2×1=0.342m3VLC4=(4.8+0.5)×0.3×0.2×2=0.636m3VLC5=(2.5+0.5)×0.18×0.2×2=0.216m3VLM1=(3+0.5)×0.24×0.15×48=6.048m3VL㎡=(2.8+0.5)×0.24×0.15×16=1.901m3VLM3=(1.8+0.5)×0.15×0.15×64=3.312m3VLM4=(1.5+0.5)×0.15×0.15×16=0.72m3VLM5=(1.3+0.5)×0.12×0.15×32=1.037m3VPLM1=(7+0.5)×0.3×0.2×1=0.45m3VPL㎡=(6.8+0.5)×0.3×0.2×1=0.438m3VPLM3=(5.2+0.5)×0.3×0.2×1=0.342m3VPLM4=(4.8+0.5)×0.3×0.2×2=0.636m3VPLM5=(2.5+0.5)×0.24×0.2×2=0.288m3VFM1(乙)=(1.5+0.5)×0.15×0.15×20=0.9m3VF㎡(乙)=(1.3+0.5)×0.12×0.15×1=0.0324m3VFM3(乙)=(1.1+0.5)×0.12×0.15×18=0.518m3VM1=(1.2+0.5)×0.12×0.15×60=1.836m3V㎡=(0.9+0.5)×0.12×0.15×193=4.864m3VM3=(0.8+0.5)×0.12×0.15×16=0.374m3VM4=(0.7+0.5)×0.12×0.15×135=2.916m3過梁總=20.943+28.244=49.187m3(8)板：計(jì)算規(guī)則：按設(shè)計(jì)圖示尺寸以體積計(jì)算，不扣除單個(gè)面積≤0.3㎡的柱、垛以及孔洞所占體積。有梁板(包括主、次梁與板)按梁、板體積之和計(jì)算。二層(C25)(1～11軸)：100厚板面積：B軸以上：①V=(1.4×4.3-0.2×0.15×2)+(1.2×1.3-0.2×0.05)+(1.3×1-0.3×0.2)+(2.8×2.4-0.05×0.2)=15.46㎡②V=(0.4+5.48)×0.9×1/2+(2.4+2.96)×1.5×1/2-0.16×0.4×1/2+(3+3.53)×2.9×1/2+(3.57+3.85)×1.4×1/2-0.6×0.3=21.12㎡③V=1.5×4-0.1×0.4=5.96㎡④V=2.4×1.5+0.87×2.4=5.62㎡⑤V=1×1.5+2.8×1.5+(2.8×2.8-0.4×0.3)=13.42㎡⑥V=2.8×1.6+(1.4×2.8-0.6×0.3)+(2.8×0.95-0.4×0.1)+(3.2×0.95-0.5×0.15)=13.81㎡A～B軸：①V=(1.9×3.3-0.2×0.5)+(3.7×3.3-0.1×1.7)=18.21㎡②V=(2.7×4.2-0.1×0.1)+(1.4+4.2+1.4×3.4)×2+4.2×2.7=43.39㎡③(5.65×0.8+0.7×4.85)+(5.75×0.8+0.7×4.95-0.1×0.4)+0.3×1.1=16.27㎡④V=3.35×1.9+(3.35×3.8-0.1×0.4×2)=19.02㎡A軸以下：V=3.3×2.8+5.05×2.8+1.1×2.8+5.05×2.8+3.35×2.8=49.98㎡100厚無梁板總量：V=100厚板面積×0.1×2=222.26×0.1×2=44.45m3120厚板：V=4×4.5×4×0.12=8.64m3二層無梁板總量：V=44.45+8.64=53.09m3三～十一層(C25)(1～11軸)：100厚板面積：C～D軸：S=1.3×1-0.3×0.2=1.24㎡B～C軸：①S=1.6×2.8-0.2×0.3×2+4×1.6+2.8×2.9+2.8×1.4-0.6×0.2=22.68㎡②S=2.4×4+2.4×0.97=11.93㎡③S=2.8×1.6+(2.8×2.9-0.2×0.3)+(2.8×3.2-0.6×0.2)+(1×3.2-0.18×0.4)=24.51㎡A～B軸：①S=(1.9×3.4-0.2×0.3)+3.4×3.9=19.66㎡②S=2.8×4.2+(1.6×4.2+1.3×3.7)+(0.98×5.9+0.6×5.05)×2-0.2×0.3+1.1×0.4=41.29㎡③S=3.4×3.9-0.1×0.3=13.23㎡一個(gè)標(biāo)準(zhǔn)層100厚有梁板總量：V=100厚板面積×0.1×2=134.54×0.1×2=26.91m3120厚板：V=4×4.5×4×0.12=8.64m3三～十一層有梁板總量：V=(26.91+8.64)×9(層)=35.55×9=319.95m3屋面層(C25)(1～11軸)：

120厚板面積：B軸以上：①S=(2.1×2.4-0.15×0.3)+(1.3×1-0.3×0.2)=6.24㎡②S=(2.8×1.4-0.2×0.2×2)+(2.8×4.7-0.2×0.6)+4×1.4+4×4.7=41.28㎡③S=2.4×1.4+2.4×1.2=6.24㎡④S=1×1.4+2.8×1.4+4×4.7=24.12㎡⑤S=(2.8×2.9-0.2×0.2)+2.8×3.2+(1×2.9-0.2×0.1)+(3.2×1-0.1×0.3)=23.09㎡A～B軸：①S=(1.4×3.4-0.2×0.2)+2.8×3.4+2.8×4.4=26.56㎡ ②S=(1.6×4.4+1.3×3.9)×2=24.22㎡③S=3.4×1.9+(3.4×3.9-0.2×0.1)=19.70㎡④S=3.4×1.4+(0.6×5.05+0.8×5.9)×2=20.26㎡屋面層有梁板總量：V=120厚板面積×2×0.12=383.42×0.12=46.01m3電梯機(jī)房(C25)：V120厚有梁板=(2.1×2.4-0.15×0.3)×0.12=0.60m3梯間屋面板(C25)：V=[2.1×1.1+(2.1×1.1-0.15×0.3)+2.4×6.3]×2×0.12=4.73m3C25有梁板(含陽臺(tái)板)總量：V=53.09+319.95+46.01+0.6+4.73=424.38m32層板混凝土二層板混凝土V(2)=0.1×(9.86+3.23+13.59+7.2+9.52+5.04+17.6+7.92+1.43+11.66+2.88+11.6+11.6+9.52+13.6+9.86+3.23+12.91+5.22+5.22+5.04+7.2+16.32+10.4+1.6+1.6+17.78+1.52+14.28+14.28+11.6+8.4+5.6+1.6+1.6+10.4+16.32+4.76+13.23+5.6+15.98+2.64+4.78+17.48+6.06+15.41+3.35+1.28+9.8+4.48+9.8+4.34+18.4+6.38+15.54+3.4+1.28+2.64+4.8+5.6+15.98+4.76+13.3)=52.93m3三層板混凝土V(3)=0.1×(1.28+12.58+1.24+10.54+2.86+12.6+12.6+5.55+10.39+7.92+6.4+1.43+11.66+12.24+2.88+12.8+10.8+10.4+5.55+12.58+12.6+1.24+10.54+12.58+2.86+2.09+14.62+13.3+19.2+8.00+13.58+11.2+3.36+4.06+17.48+6.06+14.8+2.08+13.4+1.28+8.16+3.25+9.8+4.48+4.34+9.8+3.25+10.32+2.75+20.78+18.4+1.6+6.38+1.28+13.6+14.4+3.36+4.08+13.58+8+19.2+2.09+14.62+13.3+5.46+3.99+2.66+3.04+3.75+3.52+5.46+3.99)=59.13m34-16層(偶數(shù)層)一層V=0.1×(0.72+12.58+5.46+2.86+0.71+10.54+12.6+12.6+5.55+10.4+7.92+5.52+0.88+1.43+11.66+12.24+3.5+12.8+10.8+10.4+5.55+12.58+12.6+10.54+0.71+2.86+5.46+12.58+7.68+3.99+2.09+13.4+0.77+3.04+2.66+8.16+3.25+3.25+10.32+3.75+2.75+9.8+0.59+20.8+18.4+6.4+0.77+13.6+1.6+3.52+14.4+0.6+19.2+7.6+14.62+2.09+3.99)=51.04m3V總=51.04×7=357.28m35-17層(奇數(shù)層)一層多出部分0.1×(1.2+0.83+0.83+1.2)=0.406m3V=51.04+0.406=51.446m3V總=51.446×7=360.122m318層板 減去室內(nèi)樓梯0.1×(10.54+7.56+9.72+10.54)=3.836m3V18=51.04-3.836=47.204m3天面層板V=0.1×(1.28+12.58+8.84+10.54+12.59+12.58+5.55+10.4+7.92+6.4+1.43+3.96+11.66+8.28+3.51+12.8+10.8+10.4+5.55+12.58+12.6+10.54+1.28+12.58+8.84+6.46+14.62+1.2+19.2+8+11.2+3.36+17.48+14.8+3.8+1.9+1.6+13.6+5.44+8.16+6.19+9.8+1.12+10.32+10.74+9.8+1.04+20.08+18.4+3.4+2+1.6+13.6+5.34+14.4+3.36+19.2+8+6.46+14.62+1.2)=52.7m3機(jī)房層板V=(2.2+4.62+3.96+3.96+3.96+4.32+12.72)×0.1+11.66×0.12=4.97m3(11)樓梯(混凝土強(qiáng)度等級(jí)與同層樓板、梁相同)：計(jì)算規(guī)則：按墻內(nèi)皮的水平投影面積(包括休息平臺(tái)、平臺(tái)梁、斜梁和樓梯的連接梁)計(jì)算，伸入墻內(nèi)部分不另增加，不扣除寬度≤500mm的樓梯井。當(dāng)整體樓梯與現(xiàn)澆樓板無梯梁連接時(shí)，以樓梯最后一個(gè)踏步邊緣加300mm為界。S首層=(2.6+1.25+0.3)×1.2=4.98㎡梯(E一)S二層=(2.6+1.3+0.3)×2.4=10.08㎡梯(E一)S三層=(2.6+0.3+1.3)×1.2+(2.34+0.3+1.3)×1.2=9.768㎡梯(E一)四至十八層S四=(2.34+1.3+0.3)×2.4=9.456㎡S四至十八=9.456×14=132.384㎡頂層S頂1=(2.34+1.3+0.3)×1.2+(2.34+1.3+0.15×1.2)=9.276㎡S頂2=(2-0.2)×(2.4-0.2)=3.96㎡S梯EA=(1.25-0.1)×(0.25×7+1.25+0.3)+(1.25-0.1)×2.5+(1.25-0.1)×(0.25×6+1.25)+(1.25-0.1)×(1.25+0.2)=11.681㎡S梯EB=(1.5+1.1)×1.25+(2+1.1)×1.25+(2+0.3)×1.25=10㎡S梯EC=(0.25×7+1.4)×1.1+(2+1.1)×1.1+(0.25×9+0.3)×1.1=9.68㎡(12)臺(tái)階：計(jì)算規(guī)則：以平方米計(jì)量，按設(shè)計(jì)圖示尺寸水平投影面積計(jì)算。臺(tái)階S=58.7242㎡1.6門窗工程計(jì)算規(guī)則：以平方米計(jì)量，按設(shè)計(jì)圖示洞口尺寸以面積計(jì)算。STC1=3×1.9×30=171㎡STC2=1.8×1.9×96=328.32㎡STC3=16×1.5×1.9=45.6㎡STC4=32×1.2×1.9=72.96㎡SC1=8×1.8×1.8=25.92㎡SC2=1×1.5×1.8=2.7㎡SC2A=34×1.5×1.5=76.5㎡SC2B=17×1.5×2.5=63.75㎡SC3=2×1.2×1.8=4.32㎡SC3A=32×1.2×1.5=57.6㎡SC5=18×1×1.15=20.7㎡SC6=9×1.8×0.8=12.96㎡SLC1=1×7×1.8=12.6㎡SC4=48×0.6×1=28.8㎡SC4-1=16×0.5×1=8㎡SFC1=68×0.6×1=40.8㎡SLC2=1×6.8×1.8=12.24㎡SLC3=1×5.2×1.8=9.36㎡SLC4=2×4.8×1.8=17.28㎡SLC5=2×2.5×1.8=9㎡SLM1=48×3×2.5=360㎡SL㎡=16×2.8×2.5=112㎡SLM3=64×1.8×2.5=288㎡SLM4=16×1.5×2.5=60㎡SLM5=32×1.3×2.5=104㎡SPLM1=1×7×2.5=17.5㎡SPL㎡=1×6.8×2.5=17㎡SPLM3=1×5.2×2.5=13㎡SPLM4=2×4.8×2.5=24㎡SPLM5=2×2.5×2.5=12.5㎡SFM1(乙)=20×1.5×24=720㎡SF㎡(乙)=1×1.3×2.4=3.12㎡SFM3(乙)=18×1.1×2.4=47.52㎡SFM4=36×0.6×1.5=32.4㎡SM1=60×1.2×2.4=172.8㎡S㎡=193×0.9×2.1=213.57㎡SM3=16×0.8×2.1=26.88㎡SM4=135×0.7×2.1=198.43㎡1.7裝飾裝修工程首層樓地面面積=9.66+11.21+35.59+50.67+64.45+74.15+24.3+0.91+0.54+68.7+87.47+69.76+14.62+50.55+13.79+20.96+11.32+9.57=618.23㎡天棚面積=618.23㎡內(nèi)墻面積=38×(12.82+18.99+29.19+35.5+37.7+41.2+37.65+4.035+2.94+28.1+55.9+37.65+38.3+15+35.45+15.15+19.3+13.46+12.4)-(1.8×0.8×9+0.6×1×2+7×2.5+6.8×2.5+5.2×2.5+4.8×2.5×2+2.5×2.5×2+1.5×2.4×1+1.3×2.4+1.1×2.4+0.6×1.5+0.9×2.1+0.7×2.1×7)=1744.212㎡二層樓地面面積=618.23㎡天棚面積=618.23㎡內(nèi)墻面積=3.4×490.74-(1.8×1.8×6+1.5×1.8+1.5×2.5+1.2×1.8+1×1.15+0.6×1×2+7×1.8+6.8×1.8+5.2×1.8+4.8×1.8+2.5×1.8×2+1.1×2.4+0.6×1.5×2+0.9×2.1×4)=1574.276㎡三層樓地面面積=12.58+5.46+3.99+22.87+8.08+46.19+11.97+11.36+10.56+6.4+24.72+32.95+6.36+19.95+2.91+8.38+0.94+0.54+25.44+3.38+3.35+3.97+3.15+9.87+10.32+40.23+6.56+12.96+10.56+37.8+14.74+15.7+3.52+5.96+10.96+20+8.07+19.17+4.02+5.46+12.58=523.94㎡天棚面積=523.94㎡(未扣除門窗)內(nèi)墻面積=3.1×(14.2+9.4+8+27.82+14.4+34.72+12.12+13.68+13.28+11.2+28.12+18.64+6.97+11.88+12.65+8.24+7.6+13.4+31.98+4.04+2.94+20.2+8.24+7.6+12.56+28.4+14.48+13.28+38.36+18.8+7.6+15.6+18+13.24+20.96+8.16+9.4+14.2)=1399.464㎡3——17層樓地面面積=15×523.94=7859.1㎡3——17層天棚面積=7859.1㎡3——17層內(nèi)墻面積=1399.464×15=20991.96㎡扣除門窗2099.1.96-(2×14×3×1.9+6×15×1.8×1.9+15×1.5×1.9+1.2×1.9×2×15+2×1.8×1.8+1.5×1.5×2×15+1.5×2.5×15+1.2×1.5×2×15+0.6×1×3×15+0.5×1×15+1×1.15×15+0.6×1×4×15+3×2.5×3×15+2.8×2.5×15+1.8×2.5×4×15+1.5×2.5×15+1.3×2.5×15+1.3×2.5×2×15+1.5×2.4×15+1.1×2.4×15+0.6×1.5×2×15+1.2×2.4×15×4+0.9×2.1×12×15+0.8×2.1×15+0.7×2.1×8×15)=18439.98㎡十八層樓地面面積=523.29㎡天棚面積=523.29㎡內(nèi)墻面積=1399.646-(3×1.9×2+1.8×1.9×6+1.5×1.9×1+1.2×1.9×2+1.5×1.5×2+1.5×2.5+1.2×1.5×2+0.6×1×3+0.5×1×1+1×1.15×1+0.6×1×4+3×2.5×3+2.8×2.5×1+1.8×2.5×4+1.5×2.5×1+1.3×2.5×2+1.5×2.4+1.1×2.4+0.6×1.5×2+0.9×2.1×8+0.8×2.1+0.7×2.1×8)=1261.874㎡天面層樓地面面積=399.58㎡天棚面積=399.58㎡機(jī)房層樓地面面積=29×4.7=136.3㎡天棚面積=136.3㎡首層外墻面面積S=3.8×123.8-(1.8×0.8×9+0.6×1×2+7×2.5+6.8×2.5+5.2×2.5+4.8×2.5×2+2.5×2.5×2+1.5×2.4+1.3×2.4+1.1×2.4+0.6×1.5×2)=361.12㎡二層外墻面面積S=3.4×123.8-(6×1.8×1.8+1.5×1.8+1.5×2.5+1.2×1.8×2+1×1.15×1+0.6×1×2+7×1.8+6.8×1.8+5.2×1.8+4.8+1.8×2+2.5×1.8×2)=327.88㎡三~十七層外墻面面積S=3.1×15×146-(3×1.9×2×14+1.8×1.9×6×15+1.5×1.9×15+1.2×1.9×2×15+1.8×1.8×2+1.5×1.5×2×15+1.5×1.5×2×15+1.5×2.5×15+1.2×1.5×2×15+0.6×1×3×15+.5×1×15+1×1.15×15+4×15×0.66×1)=5881.77㎡十八層外墻面面積S=3.1×146-(3×1.9×2+1.8×1.9×6+1.5×1.9×1+1.2×1.9×2+1.5×1.5×2+1.5×2.5+1.2×1.5×2+0.6×1×3+0.5×1+1×1.15+0.6×1×4×15=361.97㎡踢腳長度L=297.1989+448.4412+462.1156+456.5158+449.4336+456.5163+456.4136+456.5168+456.4141+456.5168+456.4741+456.5168+456.4742+456.5163+456.4737+450.912+456.4742+437.3262+60.2761=8083.5263m2.2措施項(xiàng)目2.2混凝土模板及支架(撐)工程(1)基礎(chǔ)模板：計(jì)算規(guī)則：按模板與現(xiàn)澆混凝土構(gòu)件的接觸面積計(jì)算。樁臺(tái)基礎(chǔ)墊層模板S=38.246m2VJZ1=(1+1)×2×1=4m2VJZ4=11.2×1.5=16.8m2VJZ5=12.2×1.5=18.3m2VJZ6=13×1.5=19.5m2VJZ8=16×1.5=24m2VJZ8-a=17.4×1.5=26.1m2VJZ10=20.3×1.5=30.45VJZ10a=20.4×1.5=30.6m2VJZ11=21.5×1.5=32.25m2VJZ16=28.2×1.5=42.3m2VJZ19=34.1×1.5=51.15m2樁臺(tái)個(gè)數(shù)：JZ1-6個(gè)；JZ4-4個(gè)；JZ5-5個(gè)；JZ6-2個(gè)；JZ8-2個(gè)；JZ8a-1個(gè)；JZ10-2個(gè)；JZ10a-1個(gè)；JZ11-2個(gè)；JZ16-2個(gè)；JZ19-1個(gè)模板總面積=4×6+16.8×4+18.3×5+19.5×2+24×2+26.1+30.45×2+30.6+32.25×2+42.3+51.15=545.25m2基礎(chǔ)梁模板2-A軸SJKL2(1)=(0.3+0.6×2)×(2.5+4.6+2.35+0.95+4.3+2.55+0.95+3.9+2.5)=36.9m22-C軸SJKL3(1)=(0.3+0.6×2)×(1.5+0.95+0.65+0.399+1.8+0.95)=9.375㎡2-E軸SJKL(3)=(0.3+0.6×2)×(1.7+0.9+0.952)=5.325m22-F軸SJKL3(1)=(0.3+0.6×2)×3.602=5.4m22-G軸SJKL5(1)=(0.3+0.7×2)×4.801=8.16m2SJL2=(0.25+0.5×2)×3.9=4.88m2SJKL3=(0.3+0.6×2)×(3+3.601+3.35+4.652)=21.9㎡2-H軸SJKL3=(0.3+0.6×2)×(4.4+2.15+1.799+2.25+4.2+1.55+3.55)=31.1㎡2-I軸SJKL3(1)=(0.33+0.6×2)×(2.7+2.151×3)=13.7㎡2-22+8軸SJK3(1)=(0.3+0.6×2)×(2.7+3.701+3.9+1.9×2+2.601+0.7+2.45+1.80+2+0.62+5.08+2.46+1.7+2.102+1.7×2+7.902+2.2×2+2.151×3)=89.425㎡SJKL2=(0.3+0.6×2)×4.05×2=12.15㎡基礎(chǔ)梁總模板=238.235㎡(2)柱和剪力墻模板計(jì)算規(guī)則：按模板與現(xiàn)澆混凝土構(gòu)件的接觸面積計(jì)算。柱和剪力墻模板承臺(tái)頂面56.8M柱S=1.6×58.8×6=564.48㎡剪力墻S=(9.4+9+7.8+15.4+16.2+8.2+9+9.4+6.6+9.1+6.4+7.4+12+6.6+8.2+8.2+4.6+13.1+8.2+7.6+5.8+11.6+6.6+8.9+7.6+6.8+4.6+8.2+8.2)×58.8=250.7×58.8=14741.16㎡梁模板：計(jì)算規(guī)則：按模板與現(xiàn)澆混凝土構(gòu)件的接觸面積計(jì)算。梁模板(2層)2-A軸SL35=(0.2+0.6×2)×(5.2+7.1+5.7+7.3+5.3+3.1)=47.18㎡2-B軸SL2(1)=(0.2+0.5×2)×(2.3+2.3)=5.52㎡2-C軸SL3(6)=(0.25+0.6×2)×(2.8+3.35+2.8+2.1+3+3.4)=25.3㎡2-D軸SL4=(0.25+0.6×2)×(3+5.4+5.4+3)=24.36㎡2-F軸SL5=(0.15+0.6×2)×(3.35+3+3+3.35)=18.415㎡SL9(2)=(0.25+0.6×2)×4.8=6.96㎡2-F軸SL6(2)=(0.25+0.6×2)×(1.2+4.5+5.2+1.2)=17.545㎡2-G軸SL11(5)=(0.25+0.6×2)×(5.9+5.2+4.1+3.5+5.9)=35.67㎡2-H軸SL13(1)=(0.25+0.6×2)×(4.8+4.8)=13.92㎡2-J軸SL13=(0.25+0.6×2)×4.2=6.09㎡SL2=(0.2+0.5×2)×3.2=0.64㎡K軸SL2=(0.2+0.5×2)×3.6=4.32㎡2-L軸SL16=(0.25+0.6×2)×5=7.25㎡其他軸SL8=(0.2+0.5)×4×2=5.6㎡2-F——2-GSL9=(0.2+0.4×2)×5.9=5.9㎡2-G-2-HSL9=(0.2+0.5×2)×(3.4+2.2×2+3.4)=13.44㎡SL12=(0.25+0.6×2)×32.4=46.98㎡SL40=(0.2+0.4×2)×2.4=2.4㎡2-1軸L36-L17S=(0.25+0.6×2)×(3.2+2.9+3)=13.195㎡2-2軸L36-L18S=(0.25+0.6×2)×(3.2+8.7)=17.255㎡2-3軸L37-L19S=(0.25+0.6×2)×(5.6+2.5+5.4)=19.575㎡2-4軸L38S=(0.25+0.6×2)×1.4=2.03㎡2-5軸L24S=(0.25+0.6×2)×4.1=5.945㎡2-6軸L22S=(0.25+0.6×2)×(0.4+3.9)=6.235㎡2-7軸L23S=(0.25+0.6×2)×2.7=3.915㎡2-8軸L42S=(0.25+0.6×2)×1.8=2.61㎡2-9軸L25S=(0.25+0.6×2)×7=10.15㎡2-10軸L26S=(0.25+0.6×2)×6.1=8.845㎡2-11軸L38S=(0.25+0.6×2)×(5.5+1.4)=10.005㎡2-12軸L43S=(0.25+0.6×2)×10.2=14.79㎡2-13軸L22S=(0.25+0.6×2)×7.1=10.295㎡2-14軸L31S=(0.25+0.6×2)×4.1=5.94㎡2-15軸S=(0