广联达培训楼工程量计算1、 建筑面积：m 2首层：11.6 X 6.5=75.4m 2二层：11.6 X 6.5=75.4m 2阳台：4.56X 1.2X 1 十 2=2.736 m 2建筑总面积：75.4+75.4+2.736=153.536 吊2、 平整场地面积：m 211.6X 6.5=75.4 m 23、 土方量：m 3H=(-0.45)-(-1.6)=1.15m垫层长：11.6+0.35X 2=12.3m垫层宽：6.5+0.35X 2=7.2 mV= (a+2c ) (b+2c)h=(12.3+0.3X 2)X( 7.2+0.3X 2)X 1.15=115.7m 34、 C 10砼垫层：m 3V=垫层长X 垫层宽 X 垫层厚 =(11.6+0.35X 2) X (6.5+0.35X 2) 0.1=8.856 m 3 垫层模板m 2S= (11.6+0.35X 2+6.5+0.35X 2)X 2X 0.1=3.9 m 25、 C 25满堂基础(有梁式)：m 3W = (11.6+0.25X 2) (6.5+X 2) 0.3=25.41V=1/2 X 0.15X 0.1X [11.6+(0.1+0.075) X 2+6.5+ (0.1+0.075) X 2] X 2=0.282 V=25.41-0.282=25.128 m 3基础梁砼体积：m 3①④2JL2 (1): (6-0.25X 2)X 0.5X 0.12X 2=1.1 m 3②③2JL3 (2): [ (3.3-0.25-0.2) + (2.1-0.25-0.2) ] X 0.4X 0.2 X 2=0.816 m 3 AC2JL1 (3)： [ (3.3-0.25-0.2)X 2 (4.5-0.2-0.2) ] X 0.5X 0.2X 2=1.96 m 3 BJL4 (4.5-0.2-0.2)X 0.4X 0.2=0.328 m 3V 梁=1.1+0.816+1.936+0.328=4.204 *V 总25.128+4.204=29.332 n?基础模板：m 2V= (11.6+0.25X 2+6.5+0.25X 2)X 2X 0.2=7.64 m 2 梁的模板：m 2①④2JL2 (1): (6-0.25X 2)X 0.2X 2X 2=4.4m 2②③ 2JL3 (2) : [ (3.3-0.25-0.2) + (2.1-0.25-0.2)]AC2JL1 (3)： [ (3.3-0.25-0.2)X 2 (4.5-0.2-0.2)] BJL4 (4.5-0.2-0.2)X 0.2X 2=1.64 m 2梁的模板：S=4.4+4.08+7.84+1.64=17.96 &C30 砼框架柱(-1.2 〜土 0.00 )： m 34Z 1=0.5X 0.5X 1.2X 4=1.2 m 34Z 2=0.5 X 0.4X 1.2X 4=0.96 m 3 2Z 3=0.4 X 0.4X 1.2 X 2=0.384 m 3C30 砼框架柱的总体积=1.2+0.96+0.384=2.544 m?C25 砼框架柱(土 0.00 〜7.17): m 3 X 0.2X 2X 2=4.08 m 224Z i=0.5X 0.5X 7.17X 4=7.17 m34Z2=0.5X 0.4X 7.17X 4=5.736 m32Z3=0.4X 0.4X 7.17X 2=2.2944 m3C25 砼框架柱的总体积=7.17+5.736+2.2944=15.2004 n? 框架柱的模板(-1.2〜7.17): m24Z1=0.5X 4X( 1.2+7.17)X 4=66.96 m24Z2= (0.5+0.4)X 2X( 1.2+7.17)X 4=60.264 m22Z3=0.4X 4X( 1.2+7.17)X 2=26.784 m2 小计：66.96+60.264+26.784=154.008 首层梁与柱交叉部分模板的面积：m2 4Z1=0.37X 0.5X 2X 4=1.48 m24Z2= (0.37X 0.5X 2+0.24X 0.5)X 4=1.96 m22Z3=0.24X 0.5X 3 X 2=0.72 m2 小计：1.48+1.96+0.72=4.16 mf 二层梁与柱交叉部分模板的面积：m24Z1=0.37X 0.65X 2X 4=1.924 m24Z2= (0.37X 0.65X 2+0.24X 0.5)X 4=2.404 m2 2Z3=0.24X 0.5X 3 X 4=0.72 m2小计：1.924+2.404+0.72=5.048 *框架柱的模板=154.008-4.16-5.048=144.8 吊C25砼女儿墙构造柱：m34Z-= (0.24X 0.24X 0.54+0.24X 0.03X 0.54X 2)X 4=0.156 m3 4Z L= (0.24 X 0.24X 0.54+0.24X 0.03X 0.54X 2)X 4=0.156 m3 V 总=0.156+0.156=0.312 m模板的面积：m24Z-= (0.24+0.006X 2)X 0.54X2X4=1.555 m24Z L= (0.24+0.006)X 0.54X 2X 4+0.006X 0.54X 2X 4=1.555 m2 S 总=1.555+1.555=3.11 m?3.57mC25砼框架梁m3①④2KL2 (1) ： (6-0.25X 2)X 0.37X 0.4X 2=1.628 m3②③2KL4 (2): (6-0.25X 2-0.4)X 0.24X 0.4X 2=0.979m3 A2KL3 (3) : (11.1-0.25X 2-0.4X 2)X 0.37 X 0.4=1.4504 m3 C2KL1 (3): (11.1-0.25X 2-0.4X 2)X 0.37 X 0.4=1.4504 m3 BKL5 (1): (4.5-0.2X 2)X 0.24X 0.4=0.394 m3 小计：1.628+0.979+1.4504+1.4504+0.394=5.901 m 模板：m2①④2KL2 (1) ： (0.5+0.4+0.37)X( 6-0.25X 2)X 2=13.97 m2②③2KL4 (2) (0.4+0.4+0.24)X( 6-0.25X 2-0.4)X 2=10.608 m2 A2KL3 (3):(0.5+0.4+0.37)X( 11.1-0.25X 2-0.4 X 2) =12.446 m2 C2KL1 (3):(0.5+0.4+0.37)X( 11.1-0.25X2-0.4X2) =12.446 m2 BKL5 (1) (0.4+0.4+0.24)X( 4.5-0.2X 2) =4.264 m2 小计：13.97+10.608+12.446+12.446+4.264=53.734 rf l 7.17mC25砼框架梁：m3①④2KL2 (1): (6-0.25X 2)x 0.37X 0.55X 2=2.2385 m3②③2KL4 (2): (6-0.25X 2-0.4)X 0.24X 0.4X 2=0.979m3A2KL3 (3): (11.1-0.25X 2-0.4X 2)X 0.37 X 0.55=1.9943 m3C2KL1 (3): (11.1-0.25X 2-0.4X 2)X 0.37 X 0.55=1.9943 m3BKL5 (1): (4.5-0.2X 2)X 0.24X 0.4=0.3936 m F小计：2.2385+0.979+1.9943+1.9943+0.3936=7.599 m模板：m2①④2KL2 (1): (0.65+0.55+0.37)X( 6-0.25X 2)X 2=17.27 m2②③2KL4 (2) (0.4+0.4+0.24)X( 6-0.25X 2-0.4)X 2=10.608 m iA2KL3 (3): (0.65+0.55+0.37)X( 11.1-0.25X 2-0.4X 2) =15.386 m2C2KL1 (3): (0.65+0.55+0.37)X( 11.1-0.25X2-0.4X2) =15.386 m2BKL5 (1) (0.4+0.4+0.24)X( 4.5-0.2X 2) =4.264 m2小计：17.27+10.608+15.386+15.386+4.264=62.914 mC25 砼框架梁m3 V 总=5.901+7.5999=13.5009 用框架梁的模板m2 S 总=53.734+62.914=116.648 m3.57mC25 砼平板：m3V1=11.6X 6.5X 0.1=7.54 m3楼梯间=(4.5-0.12X 2) X( 2.1-0.12X 2)X 0.1=0.792 m i柱=(0.5X 0.5X 0.1 X 4) + (0.5X 0.4X 0.1 X 4) + (0.4X 0.4X 0.1 X 2) =0.212 m3V=7.54-0.792-0.212=6.536 m3模板：m22S1= (3.3-0.12X 2)X( 6-0.12X 2)X 2=35.2512 m?S2= (4.5-0.12X 2)X( 3.9-0.12X 2) =15.5916 m2小计：35.2512+15.5916=50.8428 &7.17mC25 砼平板：m3V1=11.6X 6.5X 0.1=7.54 m3柱: (0.5X 0.5X 0.1 X 4) + (0.5X 0.4X 0.1X 4) + (0.4X 0.4X 0.1 X 2) =0.212 m3V=7.54-0.212=7.328 m3模板：m22S1= (3.3-0.12X 2)X( 6-0.12X 2)X 2=35.2512 m iS2= (4.5-0.12X 2)X( 3.9-0.12X 2) =15.5916 m2S3 (4.5-0.12X 2)X( 2.1-0.12X 2) =7.9236 m2小计：35.2512+15.5916+7.9236=58.7664 吊C25 m3 V 总=6.536+7.328=13.864 n?平板模板m2S 总=50.8428+58.7664=109.6092 mC25砼阳台平板m3V=4.56 X 1.2X 0.1=0.5472 m3模板S=4.56X 1.2=5.472 m2C25砼拦板m3L= (1.2-0.03)X 2+ (4.5-0.03X 2) =6.84mV=6.84 X 0.06X 0.9=0.37 m3模板：m2S=6.84X 0.9X 2=12.312 m2挑檐：m3底板V= (11.6+0.6X 2+6.5)X 2X 0.6X 0.1+4.56X 0.6X 0.1=2.5896 m3上卷V=[11.6+0.6 X 2+6.5+ (0.6-0.06)X 2] X 2X 0.06X 0.2+0.6X 0.06X 0.2X 2=0.504 m3V 总=2.5896+0.504=3.0936 miS=3.0936 m2C25砼楼梯(按水平投影面积算)：m2S=(1.02-0.12+2.43+0.24)X( 0.99X 2+0.12-0.12X 2)=6.6402 m2模板m2S=6.6402C25砼平台m3V= (1.05-0.12-0.24)X( 0.99X 2+0.12-0.12X 2)X 0.1=0.128 nf模板m2S= (1.05-0.12-0.24)X( 0.99X 2+0.12-0.12X 2) =1.28 m2C25砼预制过梁m3GL24 M —1:(2.4+0.5) X 0.24X 0.37=0.258GL12 4M —2:(0.9+0.5) X 0.12X 0.24X 4=0.161 m3GL12 2M —3: (0.9+0.5) X 0.12X 0.24X 2=0.081 m3GL18 8C —1:(1.5+0.5) X 0.18X 0.37X 8=1.066 m3GL18 2C —2:(1.8+0.5) X 0.18X 0.37X 2=0.306 m3GL24 MC —1:(2.4+0.5) X 0.24X 0.37=0.258 m?过梁安装:0.258+0.161+0.081+1.066+0.306+0.258=2.13 m预制过梁制作:2.13X 1.015=2.162 m3预制过梁运输:2.162 m3模板S=2.162 m2M5水泥砂浆砌砖基础(-1.000〜土0.000): m3L 外=(11.1-0.25X 2-0.4X 2) X 2+(6-0.25X 2) X 2=30.6mL 内=(6-0.25X 2-0.4) X 2+(4.5-0.2X 2)=14.3mV 夕卜=30.6X 0.365X 1= 11.169 m3V 内=14.3X 0.24X 1=3.432 m3V 砖基=11.169+3.432=14.601 mM5混合砂浆砌砖墙(土0.000〜7.17m): m3首层3.57m:V 外1=30.6X 0.365X (3.57-0.5)=34.29 m3V 内1=14.3X 0.24X (3.57-0.5)=10.54 m34C—1=1.5X 1.8X 0.365X 4=3.94 m3C—2=1.8 X 1.8X 0.365=0.99 m3M —1=2.4X 2.7X 0.365=2.37 m32M —2=0.9X 2.4X 0.24X 2=1.04 m3M —3=0.9X 2.1 X 0.24=0.45 m3V 外=34.29-3.94-0.99-2.37=26.99 m?V 内=10.54-1.04-0.45=9.05 M i二层7.17m:V 外2=30.6 X 0.365X (7.17-3.57-0.65)=32.95 m3V 内2=14.3X 0.24X (7.17-3.57-0.65) =10.64 m3V 外=32.95-3.94-0.99-2.37=25.65 n?V 内=10.64-1.04-0.45=9.15 m3首层和二层的外墙过梁=0.258+1.066+0.306+0.258=1.888 卅首层和二层的内墙过梁=0.161+0.08仁0.242 m3V 外=26.99+25.65-1.888=50.752 m5V 外=9.05+9.15-0.242=17.958 m5M5混合砂浆砌女儿墙：m3L=(11.6+6) X 2=35.2m女儿墙构造柱的体积=0.312 m3V=35.2 X 0.24X 0.54-0.312=4.25 m3C25砼压顶m3V=35.2 X 0.3X 0.006=0.63 m3模板:S=0.63 m2M —1:木门框的制作=(2.38+2.69) X 2=10.14m安装=(2.38+2.69) X 2=10.14m木门扇的制作1.986X 2=3.972 m2安装1.986X 2=3.972 m2亮子的制作=1.986X 0.603=1.198 m安装=1.986X 0.603=1.198 m2小五金：65颌:4个X 0.46 100颌:4个X 2.175 插销:1 个X 75/65X 0.32 1 个X 0.45 暗插销:2 个X 1575 拉手:2 个X 0.45 125 拉手:4 个X 0.65油漆=2.38 X 2.69=6.402 m2木门运输=2.38X 2.69=6.402 m2门锁:1把4M —2木门框的制作=(0.88+2.39) X2X4=26.16m安装=(0.88+2.39) X 2 X 4=26.16m木门扇的制作=0.786X 1.938X 4=4.396安装=0.786X 1.938X 4=4.396亮子的制作=0.786X 0.365X 4=1.148 m2安装=0.786X 0.365X 4=1.148 m2小五金：65 颌：2X 4=8 个X 0.46 100 插销：2X4=8 个X 2.175 插销:1 X 4=4 个X 75/65X 0.32 插销:1 X 4=4 个X 0.4575 拉手:1 X 4=4 个X 0.45 125 拉手:1 X 4=4 个X 0.65 油漆=0.88 X 2.39X 4=8.413 m2 木门运输=0.88 X 2.39X 4=8.413 m2门锁:1 X 4=4把2M —3木门框的制作=(0.88+2.09X 2) X 2=10.12m安装=(0.88+2.09X 2) X 2=10.12m木门扇的制作=0.786X 2.038X 2=3.204 m2安装=0.786 X 2.038X 2=3.204 m2小五金：100 颌2X 2=4 个X 2.1 100插销1X 2=2 个X 0.45125 拉手2X 2=4 个X 0.65油漆=0.88 X 2.09X 2=3.678 m2木门运输=0.88 X 2.09X 2=3.678 m2门锁:1X 2=2把8C—1 塑钢窗=1.5X 1.8X 8=21.6 m22C—2 塑钢窗=1.8X 1.8X 2=6.48 m2MC —1 塑钢窗=1.5X 1.8=2.7 m2;塑钢门=0.9X 2.7=2.43 m2装饰装修:首层：地25A:接待室m2接待室=(4.5-0.24) X (3.9-0.24)=15.59m21、素土垫层=15.59 X 0.204=3.18m32、150 厚3:7 灰土垫层=15.59 X 0.15=2.34m33、50厚C15细石砼找平=15.59m24、1.5厚聚氨酯涂膜防水(上卷150mm门口300mm) m2上卷=(4.26+3.66) X 2X 0.15=2.376m2门口=2.4 X 0.15+0.9X 0.15X 2+0.9X 0.15=0.765 *防水=15.59+2.376+0.765=18.73 m25、35厚C15细石砼找平=15.59 m26、9.5厚硬实木复合地板：m2门口=2.4 X 0.185+0.9X 0.12X 2+0.9X 0.12=0.768 m29.5厚硬实木复合地板=15.59+0.768=16.358 m2地9:图形培训室、钢筋培训室m2图形培训室、钢筋培训室=(303-0.24) X (6-0.24) X 2=35.25 m21、素土垫层=35.25 X 0.214=7.54 m32、150 厚3:7 灰土垫层=35.25 X 0.15=5.29 m33、50 厚C10砼垫层=35.25 X 0.05=1.76 m34、20厚1:3水泥砂浆找平=35.25 m25、10厚铺地砖：m2门口=0.9 X 0.12X 2=0.216 m2铺地砖=35.25+0.216=35.466 m2地3A:楼梯间m2楼梯间=(4.5-0.24) X (2.1-0.24)=7.92 m21、素土垫层=7.92 X 0.23=1.82 m32、150 厚3:7 灰土垫层=7.92 X 0.15=1.19 m33、50 厚C10砼垫层=7.92 X 0.05=0.40 m34、20厚1:2.5水泥砂浆抹面压实赶光=7.92 m2二层地8D:会客厅、阳台会客厅=(4.5-0.24) X (3.9-0.24)=15.59 m21、35厚C15细石砼找平层2、10厚铺地砖：m2门口=0.9 X 0.185+0.9X 0.12X 2+0.9X 0.12=0.49 m2铺地砖=15.59+0.49=16.08 m2阳台=(4.56-0.06 X 2) X (1.2-0.06)5.06 m21、35厚C15细石砼找平层=5.06 m22、10厚铺地砖：m2门口=0.9 X 0.185=0.17 m2铺地砖=5.06+0.17=5.23 m2小计:15.59+5.06=20.65 m216.08+5.23=21.31 m2楼2D:清单培训室、预算培训室m2清单培训室、预算培训室=(3.3-0.24) X (6-0.24) X 2=35.25 m21、20厚1:2.5水泥砂浆抹面压实赶光=35.25 m2楼梯平板=(1.05-0.12-0.24) X (0.99 X 2+0.12-0.12X 2)1.28 m2小计:35.25+1.28=36.53 m2楼梯间：m2S=(1.02+2.43-0.12+0.24) X (0.99 X 2+0.12-0.24)=6.64 m21、20厚1:2.5水泥砂浆抹面压实赶光=6.64 m2楼梯防滑条：m(0.99-0.12-0.15) X 18=12.96m顶棚、首层棚26、接待室：m2接待室=(4.5-0.24) X (3.9-0.24)=15.59 m2棚2B:图形培训室、钢筋培训室：m2图形培训室、钢筋培训室=(3.3-0.24) X (6-0.24) X 2=35.25 m2二层：会客厅=15.59 m2清单培训室、预算培训室=35.25 m2楼梯间=(4.5-0.24) X (2.1-0.24)=7.92 m2楼梯踏步底的斜坡=6.64 X 1.3=8.63 m2楼梯间 3.6m 标高处=(1.05-0.12-0.24)X (0.99X 2+0.12-0.24)=1.28 m2 阳台=4.56 X 1.2=5.47 m2挑檐=[(11.6+0.6 X 2+6.5) X 2+4.56] X 0.6=25.9 m2小计:35.25+15.59+35.25+7.92+8.63+1.28+5.47+25.9=135.29 m回填土(内运回填土)：m3V填=挖土体积-设计室外自然地坪以下埋设的砌筑物的外形体积=V挖-垫层-满堂基础-基础梁-框架柱-水泥砂浆砌砖基础=115.7-8.856-25.128-4.204-2.544/1.2 X 0.75-14.601/1X 0.55=67.89 m3余土外运：m3V余=挖土体积-回填土总体积=V挖-(V填+素土垫层)=115.7-67.89-3.18-7.54-1.82=35.27 m3踢脚板(高120mm) m2踢10A(大理石踢脚板)首层：图形培训室、钢筋培训室：m2S=[(3.3-0.24) X 2+(6-0.24) X 2-0.9+(0.24-0.06)/2 X 2] X 0.12 X 2=4.1 m2二层：会客厅：m2S=[(4.5-0.24) X 2+(3.9-0.24) X 2-0.9X 4+(0.24-0.06)/2X 2X 3+(0.37-0.06)/2X 2] X 0.12=1.57 m2小计41+1.57=5.67 m F踢2A(水泥砂浆踢脚板m2)首层、楼梯间：m22S=[(4.5-0.24) X 2+(2.1-0.24) X 2] X 0.12=1.47 m i二层、楼梯3.6m处：S=[(1.05-0.12-0.24) X 2+(0.99X 2+0.12-0.24)] X 0.12=0.39 m2清单培训室、预算培训室：m2S=[(3.3-0.24) X 2+(6-0.24) X 2+ (0.2-0.12) X 2] X 0.12X 2=4.27 m2小计:1.47+0.39+4.27=6.13 n?内墙抹灰：m2墙裙(120mm)一层：接待室m21、[ (4.5-0.24 ) X 2+ (3.9-0.24)X 2] X 0.12=19.01 n?(勾缝)M —1=2.4X 1.2=2.88 m22M —2=0.9X 1.2X 2=2.16 m2M —3=0.9X 1.2=1.08 m22、小计：19.01-2.88-2.16-1.08=12.89 m23、胶合衬板门侧：S=[ (0.24-0.06 ) /2X 2X 3+ (0.37-0.06 ) /2 X 2] X 1.2=1.02 m24、胶合衬板的实铺面积S=12.89+1.02=13.91 m25、油漆：S=13.91 X 0.9=12.52 m2内墙5A :首层：m2接待室(吊顶高3000mm):S=[ (4.5-0.24)X 2+ (3.9-0.24)X 2] X( 3+0.1-1.2) =30.1 m2M —1=0.9X( 2.1-1.2) =0.81 m22M —2=0.9X( 2.4-1.2)X 2=2.16 m2M —3=2.4X( 2.7-1.2) =3.6 m2小计：30.1-2.16-0.81-3.6=23.53 m2图形培训室、钢筋培训室：m2S=[ (3.3-0.24) 2+ ( 6-0.24)X 2] (3.57-0.1)X 2=122.42 m224C—1=1.5X 1.8 X 4=10.8 m22M —2=0.9X 2.4X 2=4.32 m2柱垛=(0.2-0.12)X 2 X 2X( 3.57-0.1) =1.11 m2小计：122.42-10.8-4.32+1.11=108.41 吊楼梯间：m2S=[ (4.5-0.24)X 2+ (2.1-0.24)X 2] X( 3.57-0.1) =42.47 m2C—2=1.8X 1.8=3.24 m2M —3=0.9X 2.1=1.89 m2小计：42.47-3.24-1.89=37.34 m2一层室内抹灰=23.53+108.41+37.34=169.28 m2二层：会客厅：m2S=[ (4.5-0.24 ) X 2 (3.9-0.24 ) X 2] X( 7.17-3.57-0.1 ) =55.44 m2C—1=1.5X 1.8=2.7 m2M —1=0.9X 2.7=2.43 m22M —2=0.9X 2.4X 2=4.32 m2M —3=0.9X 2.1=1.89 m2小计：55.44-4.32-1.89-2.43-2.7=44.1 m2清单培训室、预算培训室：m2S=[ (3.3-0.24 ) X 2+ (6-0.24 )X 2] X( 7.17-3.57-0.1 ) X 2=123.48 m24C—1=1.5X 1.8X 4=10.8 m22M —2=0.9X 2.4X 2=4.32 m2柱垛=(0.2-0.12)X 2 X( 7.17-3.57-0.1)X 2=1.12 m2小计：123.48-10.8-4.32+1.12=109.48 m2楼梯间：m2S=[ (4.5-0.24)X 2+ (2.1-0.24)X 2] X( 7.17-3.57-0.1) =42.84 m2C—2=1.8X 1.8=3.24 m2M —3=0.9X 2.1=1.89 m2小计：42.84-3.24-1.89=37.71 m2二层室内抹灰=44.1+109.48+37.71=191.29 m2建筑物总的内墙抹灰=169.28+191.29=360.57 m2阳台拦板内抹灰(腰线)：m2S=[ (4.56-0.06 X 2) + (1.2-0.06 )X 2] X 0.9=6.05 m2阳台拦板外抹灰(腰线)：m2S= (4.56+1.2 X 2)X( 0.9+0.1+0.06) =7.38 m2水泥砂浆内外窗台板(腰线)：m28C—1= (0.37-0.06)X 1.5X 8=3.72 m22C—2= (0.37-0.06)X 1.8X 2=1.12 m2MC —1= (0.37-0.06)X 1.5=0.47 m2小计：3.72+1.12+0.47=5.31 m2C15砼台阶基层=(2.7+0.6 X 2)X 0.9+ (1.0-0.3 )X 0.9X 2=4.77 m220 厚1：2 水泥砂浆抹台阶=(2.7+0.6 X 2)X 0.9+ (1.0-0.3 )X0.9X 2=4.77 m2 台阶处地面：素土垫层：m3h=0.45-0.1-0.02=0.33 mV= (2.7-0.3 X 2)X( 1.0-0.3)X 0.33=0.45 m 3100厚C15砼垫层V= (2.7-0.3 X 2)X( 1.0-0.3)X 0.1=0.15 m 320厚1: 2水泥砂浆抹面：m 2S= (2.7-0.3 X 2)X( 1.0-0.3) =1.47 m 2C10砼散水：m 2S=[ (11.6+0.55X 2) +6.5] X 2X 0.55- (2.7+0.6X 2)X 0.55=18.98 m 2 外墙装修：m 21、 1: 1水泥砂浆勾缝2、 贴6〜10厚彩釉面砖3、 6厚1: 0.2 : 2.5水泥石灰膏砂浆4、12厚1: 3水泥砂浆打底扫毛或划出纹道 外墙裙(900mr ) m 2S= (11.6+6.5)X 2X 0.9=32.58 m 2M — 1=2.4X 0.45=1.08 m 2台阶=2.7X 0.15+3.3X 0.15+3.9X 0.15=1.49 m 2门侧=(0.37-0.06) /2X 2X 0.45=0.14 nf小计：32.58-1.08-1.49+0.14=30.15 n?外墙面：m 2S= (11.6+6.5 ) X 2X( 7.8+0.45-0.9-0.06-0.1) =260.28 m 28C — 1=1.5X 1.8X 8=21.6 m 22C —2=1.8X 1.8X 2=6.48 m 2M — 1=2.4X( 2.7-0.45) =5.4 m 2MC — 1=0.9X 2.7+1.5X 1.8=5.13 m 2S 1= (0.37-0.06) /2X( 1.8X 2+1.5)X 8=6.32 m 2S 2= (0.37-0.06) /2X( 1.8X 3)X 2=1.67 m 2S 1= (0.37-0.06) /2X [ (2.7-0.45)X 2+2.4]=1.07 m 2 S 2= (0.37-0.06) /2X(2.7X 2+2.4) =1.21 m 2260.28-21.6-6.48-5.4-5.13+6.32+1.67+1.07+1.21=231.94 rh压顶贴砖=(0.24+0.3X 2+0.06X 2+0.03X 2) X ( 11.6-0.24)+(6.5-0.24)] X 2=16.92女儿墙内屋面m 21、 20厚1: 2水泥砂浆找平层：m 2S= (11.6-0.24 X 2)X( 6.5-0.24X 2) =66.94 m 22、 水泥炉渣找坡平均厚50mm ： m 3V=66.94X 0.05=3.35 m 33、 1: 10水泥珍珠岩保温层厚100mm m 2上卷面积=(11.6-0.24X 2+6.5-0.24X 2)X 2X 0.25=8.57 m 2 66.94+8.57=75.51 m 25、SBS 防水层上翻250mm m 22 75.51 m 2窗侧: 门侧:小计:女儿墙内墙抹灰：m2S= (11.6-0.24X 2+6.5-0.24X 2)x 2X 0.1=3.43 m2挑檐处屋面：m21、水泥炉渣找坡平均厚50mm m3V=[11.6+(0.6-0.06)X 2+6.5] X 2X 0.54+(4.56-0.6X 2)x 0.6X 0.05=1.17 m3 2、20厚1: 2水泥砂浆找平层：m2外侧上卷=[(11.6+0.54 X 2+6.5+0.54X 2)X 2+0.6X 2] X 0.15=6.26 m2内侧上卷=(11.6+6.5 )X 2X 0.25=9.05 m223.38+6.26+9.05=38.69 *3、S BS防水层=38.69 m2挑檐外抹灰：m2S=[ (11.6+0.6 X 2+6.5+0.6X 2)X 2+0.6X 2] X( 0.3+0.06) =15.19 m2楼梯：1、不锈钢栏杆扶手：mL=(2.43+0.12 X 2) X 1.15X 2=6.14m2、不锈钢弯头：2个3、楼梯侧面抹灰：m21/2 X 0.18X 0.27X 18=0.44 m2[2.432+ (0.18X 9) 2]1/2X 0.1X 2=0.58 m2小计：0.44+0.58=1.02 m F11。