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1、會會所所屋屋面面瓦瓦工工程程量量計計算算部位投影面積(m2)屋面瓦高差(m)屋面瓦長度(m)數(shù)量 個數(shù)數(shù)值(m2)備注1-2軸交D-F軸之間40.962.46.41143.75三角形的兩邊平形四邊形9.602.46.42120.511-3軸交B-G軸之間51.752.77.31155.181-3軸交F-G軸之間44.492.77.32194.8610.1米處平頂12.961112.96平頂下的小梯形8.600.21.286118.703-4軸交B-G軸之間87.754.211.51193.424-5軸交A-D軸之間37.212.36.11139.77三角形的兩邊平形四邊形9.152.36.122、119.563-6軸交A-F軸142.664.211.511151.883-6軸交F-G軸132.954.211.511141.534-5軸交G軸31.692.45.82168.605-7軸交D-G軸63.214.211.51167.295-7軸交D-F軸平形四邊形12.3038.21113.105軸交D軸處37.212.36.11139.775-7軸交B-F軸三角形56.3638.21160.01八角亭上屋面6.341.53.98154.32總總 計計985.19天溝部位2.418*(31.786+38.2+13.89+30)275.358鋼筋309.70Kg瓦屋面985.19m230掛瓦條3、L30*4，中距按瓦材規(guī)格（防銹漆二遍）985.19m23.74順?biāo)畻l-25*5，中距600（防銹漆二遍）985.19m22035厚C15細(xì)石砼找平（配6500*500鋼筋網(wǎng)）1260.54m229.05110厚阻燃聚苯乙烯保溫板1260.54m2128.142厚非焦油聚氨脂1260.54m234.9520厚1:2.5水泥砂漿找平層1260.54m212.46平平屋屋面面名稱工程量計算式數(shù)值單位備注會 所 室 內(nèi) 游 泳 池 頂內(nèi)配6間距200雙向鋼筋網(wǎng)片C20細(xì)石砼隨搗壓實,0.5%找坡(最薄處40mm厚),分格縫3000*3000,高分子密封油膏嵌縫,縫寬10(與女兒墻交接處設(shè)20縫寬)34、1.05*15.05+(31.05+30.05)/2*2.8+2.45*19.65600.99m2平均厚度為142mm30厚干鋪擠塑聚苯乙烯保溫板600.99m2成松牌CS-120E高分子復(fù)合防水卷材600.99+(31.05+20.4)*2*0.45647.30m2單價同2厚非焦油聚氨脂防水涂料20厚1:3水泥砂漿找平層647.30m2防水層下須設(shè)找平層入 口 亭 屋 面1:8水泥陶粒找坡2%(最薄處20厚)0.7*10.8+5.1*4.631.02m220厚1:3水泥砂漿找平層31.02+(10.8+5.3)*2*0.4545.51m2刷基層處理劑一道45.51m22厚非焦油聚氨脂防水涂料5、45.51m22厚合成高分子卷材45.51m220厚1:2水泥砂漿保護層45.51m2二 層 露 臺1/F軸至H軸交2軸至3軸處露臺5*4.1+4.5*1.728.15m2平面(5.1+5.8)*2*0.36.54m2立面上翻3004軸交G軸處露臺(5軸邊)2.1*3*212.60m2平面(2.1+3)*2*0.3*26.12m2立面上翻3004軸至5軸交G軸至H軸處露臺8.2*2.822.96m2平面(8.2+2.8)*2*0.36.60m2立面上翻300B軸至1/B軸交2軸至3軸處露臺4.4*1.77.48m2平面(4.4+1.7)*2*0.33.66m2立面上翻3004軸至5軸的B軸外邊6、處露臺10*0.6+4.7*110.70m2平面(10+1.6)*2*0.36.96m2立面上翻30040厚C30UEA補償收縮砼防水層(分格縫每6000一道,縫上口20-30下口寬15-20,內(nèi)填聚氨脂嵌縫膏)內(nèi)配4150*150鋼筋網(wǎng)81.89m21:8水泥陶粒找坡2%(最薄處20厚)81.89m2滿鋪0.15厚聚乙烯薄膜一層111.77m230厚干鋪擠塑聚苯乙烯保溫板111.77m220厚911聚氨脂防水涂料111.77m2刷基層處理劑一道111.77m2地下室頂板1-2軸交1/F-1/G軸3.1*3.410.54m22-4軸交G-1/G軸1.8*6.712.06m24-7軸交G-H軸47、*1976.00m21/5-6軸交B-1/B軸3.2*1.75.44m21/7-10軸交B-C軸15.4*2.538.50m2142.54m2立面上翻300(3.1+1.6+6.7+19+3.2+1.7*2+2.5+15.4)*0.316.47m220厚1:3水泥砂漿找平142.54m2刷基層處理劑一道142.54m2非焦油聚氨酯涂膜2厚159.01m2點粘350號石油瀝青油氈一層159.01m230厚C20細(xì)石砼保護層142.54m2地地下下室室外外墻墻立立面面名稱工程量計算式數(shù)值單位備注地下室部位外墻-4.55米處地下室22.04*4.55+22.893*0.8+24.493*0.4+0.8、8*0.5*2129.19m2E軸交7-9軸間12.35*4.05+12.065*0.8+11.253*0.464.17m2-4.55米處地下室25.745*4.35+15.7*0.8+95*0.3+25.25*0.4+0.3*0.3163.24m2-4.05米處地下室95.281*4.05+11.15*0.3+85.314*0.8+98.064*0.4496.71m2合 計853.31m220厚1:3水泥砂漿找平853.31刷基層處理劑一道853.31非焦油聚氨脂涂膜2厚853.3130厚聚苯乙烯粘貼853.31地地下下室室外外墻墻立立面面名稱工程量計算式數(shù)值單位備注地下室10軸線處外墻(Z9、HH/LX/043(北山)EJ段(至窗臺)(4.8+6.6+6.6+0.25*6)*(2.35+0.7)59.48m2CE段(至女兒墻腰線底)(0.3+0.2+6.6+0.25)*(5.6+4.55)74.60m2JK段(至女兒墻腰線底)(6.6+0.25*3+0.35)*(5.6+0.7)48.51m2室外砌墻(0.24*4.55+0.24*0.5)*(0.3+0.2+6.6+0.25)8.91m3室外砌墻(0.24*0.8+0.24*0.5)*(6.6+0.25*3+0.35)2.40m3砌體11.31m320厚1:2.5水泥砂漿找平182.59m2非焦油聚氨脂涂膜2厚182.59m22010、厚1:2.5水泥砂漿保護層182.59m2會會所所外外墻墻立立面面名稱工程量計算式數(shù)值單位備注1軸至10軸立面C軸交7軸至10軸(3+6*2+0.2+0.05*10+0.25*9)*(0.45+5.6+0.2*2+0.1*2)-1.656*5111.09m2C-6窗邊(1.1+1.8)*2*0.1*52.90m2柱頭升高2000.6*4*5*0.22.40m2C軸女兒墻內(nèi)側(cè)(3+6*2+0.2+0.05*10+0.25*9)*(0.2+1.4)28.72m2八角樓首層部位11.134*(4.15+0.45)-2.34*4-2.2*139.66m2C-5與M-8門窗邊(2.2*2+1)*0.4+11、(1+2.55)*2*4*0.413.52m2八角樓(4.15-11.7)部位(14.138*(8.95-4.15)+19.22*(11.7-8.95)-5.692*497.95m2C-17窗邊(5.9+1)*2*0.4*4+(3+1)*2*0.3*431.68m2八角樓(11.7以上)部位3.786*1.1*8+1.1*0.3*8+1.257*2.1*857.07m2八角樓頂蓋21.208*1.2+25.184*0.435.52m2m21/5軸至6軸交1/B軸(3.6+1.7+0.2)*(10+0.02)-1.2*1.45-2.6*1.250.25m2窗邊(1.2+1.45+2.6+1.2)12、*2*0.11.29m25軸至1/5軸交B軸(3.7+0.2)*8.95-1.2*1.45-2.6*1.230.05m2窗邊(1.2+1.45+2.6+1.2)*2*0.11.29m2m2B軸邊交4軸至5軸(1.9*2+9.8)*4.7+(1.5*2+9.8)*(8.95-4.7)-3.504*2-7.59-2.6*1.2*491.24m2窗邊(3.3+2.3)*2*0.25+(1.2+3.05)*2*2*0.25+(2.6+1.2)*2*0.1*410.09m2拱門的墻面(0.9*2+4.3)*1.9*2-2.858*2+5.247*0.15+(1.5*2+9.8)*0.727.21m2拱門13、的頂0.9*4.33.87m2m21/B軸至B軸交1-4軸(0.3+3+4.2+6.8+1.8+0.2*5)*4.15-3.45-4.96*3+0.8*4*1.3556.96m2(0.3+3+4.2+6.8+1.8+0.2*3)*(8.95-4.15)-2.6-2.1*2.6*2-1*2.264.44m2窗邊(3.45+1)*2*0.1+(2.1+2.55)*2*0.2*3+(2.6+1)*2*0.1+(1+2.2*2)*0.1+(2.1+2.6)*2*0.1*29.61m2H軸至B軸立面1軸交1/B軸至1/C軸(0.3+3.4+2.1+0.2)*(4.15+0.45)-2.55*2.122.14、25m2(0.3+3.4+1.5+0.2)*(7.908-4.15)-2.7*2.114.62m2窗邊(2.55+2.1+2.7+2.1)*2*0.11.89m2m21軸外交D-F軸(1.7*2+7.2)*(4.15+0.45)-3*3.45-3.504*231.40m2(1.7*2+7.2)*(7.908-4.15)-(1.2*1.7+1*1.7)*232.35m2窗邊(3+3.45*2)+(1.2+3.05+1.2+1.7+1+1.7)*4)*0.14.93m2拱門的墻面(5.1+4.7*2)*1.45*2-3.392*2-2.479*2*2+(10.6+5.3*2)*(0.95+0.2+15、0.95)69.87m2拱門的頂5.1*4.623.46m2第 6 頁，共 8 頁拱下的柱1.759*2*3.1511.08m2m21軸交F軸至1/F軸(0.3+3.4+2.1+0.2)*(4.15+0.45)-2.55*2.122.25m2(0.3+3.4+1.5+0.2)*(7.908-4.15)-2.7*2.114.62m2窗邊(2.55+2.1+2.7+2.1)*2*0.11.89m2m210軸至1軸立面1-2軸交1/F軸-G軸(首)(3.2+1.7+0.2*2)*(4.15+0.45)-2.1*2.2519.66m21-3軸交1/F軸(二)(0.3+7.1+0.2)*(7.908-416、.15)+(1.7+0.2)*(8.832-4.15)-2.1*1.7*230.32m2窗邊(2.1+2.25+(2.1+1.7)*2)*2*0.12.39m2m22-3軸交G軸(首)(0.3+4.2+0.3+0.2*2)*(4.15+0.02)-2.1*3.4514.44m2門邊(2.1+3.45*2)*0.10.90m2拱門的墻面(5+4.1*2)*2.05*2-2.479*2-2.012*2*2+(5+4.1+5.8)*(0.95*2+0.2)72.40m2拱門的頂5*4.120.50m2拱下的柱1.759*2*3.1511.08m2m23-4軸交G軸6.8*(8.832+4.05)-117、.5*2.25*3-1.5*2.6*269.67m2窗邊(1.5+2.25)*2*3*0.3+(1.5+2.6)*2*2*0.3+(1.5+2.1)*2*0.313.83m23-4軸中間柱子(0.5+0.6)*2*4.19.02m2陽臺天棚2.1*3.16.51m2陽臺欄板(2.1+3.1)*(0.7+1.75+0.2+1)18.98m2m24-5軸交G軸(9+0.2*2)*(9.54+0.02)-2.8*3.45-1.9*2.55*2-1.9*2.6*2-2.4*3.552.23m2窗邊(2.8+3.45*2+2.4+3.5*2)*0.1+(1.9+2.55+1.9+2.6)*2*2*0.118、5.49m2陽臺邊(7.8+2.4*2)*(0.75+0.85+0.2+0.4)27.72m2陽臺天棚9*2.825.20m2柱子(0.8+0.5)*2*2*(9.013+0.45)+(0.5+0.3)*2*2*(9.013-4.05)65.09m2陽臺天棚11.4*3.944.46m2m25-6軸交G軸7.1*(8.832+0.45)-1.5*2.25*3-1.5*2.6*247.98m2窗邊(1.5+2.25)*2*3*0.3+(1.5+2.6)*2*2*0.3+(1.5+2.1)*2*0.313.83m23-4軸中間柱子(0.5+0.6)*2*4.19.02m2陽臺天棚2.1*3.16.19、51m2陽臺欄板(2.1+3.1)*(0.7+1.75+0.2+1)18.98m2m26軸至7軸交K軸到F軸立面6軸首層(0.75+0.2+0.75)+(0.6*2+0.45*2+0.05*2)*2+(0.6*2+0.65*2+0.05*2)*2)*(4.15-0.7+0.45)44.07m2會會所所外外墻墻立立面面名稱工程量計算式數(shù)值單位備注第 7 頁，共 8 頁6軸處女兒墻(6.6*2+0.4*9)*(0.6+0.7+1.45+0.2+1.45)73.92m2柱頭超200高0.6*4*0.2*41.92m2m26-7軸交K-F軸(首)(0.15+0.25+6.5+2.2+6.6*3-0.220、5+0.25*5)*(4.15+0.45)-1.5*2.2-5.342*4112.87m2窗邊(1.5+2.2*2)+(1.8+3.05)*2*4)*0.14.47m2頂棚2.45*19.5547.90m2m2K軸處立面(6*3+2.4+0.35*2+0.25*8)*(5.6+0.2+1.45)167.48m2柱頭超200高0.6*4*0.2*41.92m2m2A軸至K軸立面10軸交C-K軸(6.6*4+4.8+0.35*2+0.25*10)*(5.6+0.45+0.2+1.45)-1.8*7252.28m2窗邊(1.1+1.8)*2*7*0.14.06m2柱頭超200高0.6*4*0.2*62.88m2m27軸交C-F軸(10.05+1+0.25*3+0.35)*(8.83-4.15)-1.5*2.253.56m2門邊(1.5+2.2*2)*0.10.59m2m26軸交F-G軸(6.6+0.35*2+2.65)*(8.83-4.15)46.57m2m2屋檐123.112*1.1+123.112*0.4184.67m2m2排煙井道(1.4+1.7)*2*2-1.26*0.7*210.64m2合合計計2633.41m212厚1:3水泥砂漿8厚1:3水泥砂漿聚合物水泥基防水涂膜1.0厚聚合物水泥砂漿7厚會會所所外外墻墻立立面面名稱工程量計算式數(shù)值單位備注第 8 頁，共 8 頁