工厂车间土建工程量计算及施工图预算实例附图纸

表5-20 工程 路基工程安全技术交底工程项目施工成本控制工程量增项单年度零星工程技术标正投影法基本原理 量计算表序号项目名称及作法计算式单位数量常用基数计算外墙外边线L外(11.28+8.58)×2m39.72外墙中心线L中39.72-4×0.365m38.26内墙净长线L内(3.6-0.24)+(8.1-0.24)=3.36+7.86m11.22底层建筑面积S底8.58×11.28m296.78建筑面积SS底m296.78基础工程1平整场地S底+2L外+16=96.78+2×39.72+16m2192.222人工挖地槽V=(B十2C)×H×L(三类土，H=1.35m)V中1-1=1.2×1.35×38.26m361.98V内2-2=1.0×1.35×[(3.6-0.54-0.5)+(8.1-0.54×2)]=m312.93小计74.91m33人工挖地坑V=(a+2C).(b+2C).H(三类土，H=1.45m)V=(2.3+2×0.3)×(2.3+2×0.3)×1.45m312.194C15现浇钢筋混凝土地圈梁地圈梁体积=宽×高×地圈梁长V中=0.36×0.24×38.26m33.31V内=0.24×0.24×11.22m30.65钢筋计算Ф12小计3.96m338.26×6×1.0638×0.888kg216.9[3.36+30×0.012×2(向两侧锚固长度)+(7.86+30×0.012ф6×2)×1.0638（接头系数）]×4×0.888kg46.9(0.36+0.24)×2×(38.26/0.2+1)×0.222kg51.2M5水泥砂浆砖基础(0.24+0.24)×2×(11.22/0.2+2)×0.222kg12.25V=墙厚×(设计基础高十折加高度)×基础长-柱及地梁体积V中1-1=0.365×(1.2+0.432)×38.26-3.31m319.48V内2-2=0.24×(1.2+0.394)×11.22-0.65m33.643：7灰土垫层小计23.12m36垫层体积=垫层宽×厚×长V中1-1=1.2×0.3×38.26m313.77V内2-2=1.0×0.3×[(3.6-0.54-0.5)+(8.1-0.54×2)]=m32.87独立柱基础小计16.64m37V=a×b×h+h1/6×[a×b十（a+a1）(b+b1)+a1×b1]=2.1×2.1×0.3+0.4/6×[2.1×2.1+(2.1+0.5)C10混凝土垫层×(2.1+0.5)+0.5×0.5]m32.082.3×2.3×0.1m30.538基槽回填土V=挖土体积-设计室外地坪以下埋设物体积=74.19+12.19-23.12-23.12-3.96-16.64-2.08-0.53-0.4×0.4×0.85(室外地坪以下独立柱)+(38.26×0.365+11.22×0.24)×0.15(室外地坪以上砖基础)m343.139室内回填土V=(S底-L中×墙厚-L内×墙厚)×h=(96.78-38.26×0.365-11.22×0.24)×(0.15-0.08)m35.6180.1210余土外运74.91+11.35-43.13-5.61m337.42脚手架工程11外墙砌筑脚手架S=L外×高=39.72×(4.50+0.15)m2184.712内墙砌筑脚手架S=L内×高=11.22×(4.5-0.13)m249.0313满堂脚手架底层净空面积m280.1214独立柱脚手架S=(柱周长+3.6)×柱高=（0.4×4+3.6）×(4.5+0.8)m227.56混凝土及钢筋混凝土工程15C20现浇矩形柱Z1柱体积=断面面积×柱高=0.4×0.4×(4.5+0.8)m30.85（周长1.6m）（其中3.6m以上部分体积为0.4×0.4×(4.5-3.6)m30.14钢筋计算Ф18[(0.65+0.8+0.7-0.035+3.9×0.018)+4.5]×4×2.0kg53.5ф6(0.4+0.4)×2×[0.65/0.1+(4.5-0.65)/0.2+1]×0.222kg9.516C20现浇圈梁V=宽×高×圈梁长3-3剖（内墙上）V内3-3=0.24×0.25×11.22m30.674-4剖（外墙上）V中4-4=0.24×0.4×(10.8+0.12)×2m32.15-5剖（外墙上）V中5-5=(0.24×0.25+0.12×0.15)×(8.1+0.12)×2m31.28小计4.05m3(均超过3.6m)钢筋计算3-3剖Ф12同内墙地圈梁kg46.9ф6(0.24+0.25)×2×(11.22/0.2+2)×0.222kg12.64-4剖Ф12(10.92+30×0.012×2)×2×1.0638×4×0.888kg88ф6(0.24+0.4)×2×(10.92/0.2+1)×2×0.222kg31.65-5剖Ф12(8.22+30×0.012×2)×2×1.0638×4×0.888kg67.6ф6(0.21+0.23+0.37+0.09+12.5×0.006)×(8.22/0.2+1)×2×0.222kg18.217C20现浇构造柱柱体积=断面面积（包括与砖咬接部分）×柱高外墙四角处V中=[(0.24+0.03)×0.24+0.24×0.03]×4.5×4m31.3外墙B轴处V中=(0.24+0.03×2)×0.24×4.5m30.32内墙交接处V内=[(0.24+0.03×2)×0.24+0.24×0.03]×4.5m30.36小计1.98m3(其中超过3.6m构造柱体积为0.4m3)钢筋计算Ф12(4.5+30×0.012)×4×0.888×6kg103.6ф6(0.24+0.24)×2×(4.5/0.2+1)×0.222×6kg3018墙体拉接筋计算ф6∟字型(1.12×2+12.5×0.006)×2×(4.5/0.5+1)×0.222×4kg41.1―字型(2.24+12.5×0.006)×2×(4.5/0.5+1)×0.222kg10.3⊥字型(2.24+1.12×4+12.5×0.006×3)×(4.5/0.5+1)×0.222kg15.4小计66.8kg19C20现浇单梁V=梁宽×梁高×梁长L1V=0.25×0.5×(8.1+0.24)m31.04L2V=0.25×0.4×(7.2-0.24-0.25)m30.67小计1.71m3(均超过3.6m)钢筋计算L1Ф18(8.34-0.025×2+0.15×2)×4×2.0kg68.7Ф12(5.1-0.025+1.0)×2×0.888kg10.8Ф20(1.5+3.0-0.025)×2×2.47kg22.1ф8(0.25+0.5)×2×[2.5/0.1+(8.29-2.5)/0.2+1]×0.395kg32.6L2Ф18(7.2+0.24-0.025×2+0.15×2)×3×2.0kg46.1Ф12(3.6-0.025+1.0)×2×0.888kg8.1Ф20(1.0+3.6-0.025)×1×2.47kg11.3ф8(0.25+0.4)×2×[2.0/0.1+(7.39-2.0)/0.2+1]×0.395kg24.620C20现浇雨蓬3.24×0.6m21.94雨蓬梁（按过梁计）0.25×0.5×3.24m30.41钢筋计算Ф22(3.24-0.025×2)×4×2.98kg38ф8(0.25+0.5)×2×(3.19/0.2+1)×0.395kg10ф10(0.85-0.025×2+6.25×0.006)×(3.19/0.2+1)×0.617kg9ф6(3.19+12.5×0.006)×0.6/0.2×0.222kg2.221C20现浇挑檐(39.72+4×0.6)×0.6×0.07+(39.72+4×0.6)×0.23×0.06m32.4钢筋计算ф8(0.84+0.3-0.025×2+0.1)×39.72/0.2×0.617kg145.8ф8放射筋1.92×5×0.395×4kg3.03ф6(39.72+0.3)[平均长度]×6×1.031×0.222kg5422C20预制过梁见墙体埋件及空心板表附注m31.2钢筋计算13.84(查 标准 excel标准偏差excel标准偏差函数exl标准差函数国标检验抽样标准表免费下载红头文件格式标准下载 图集)×6+4.19×2+21.33×1kg112.823C30空心板见墙体埋件及空心板表附注m35.76钢筋计算13.3(查标准图集)×18+9.8×3kg268.8超过3.6m现浇钢筋混凝土构件共计0.14+4.05+0.4+1.71=6.30m3砌筑工程V=(墙长×高度-门窗洞口面积)×墙厚-钢筋混凝土构件体积24M5混合砂浆外墙V中=(38.26×4.5-25.05)×0.365-1.30-0.32-2.10-1.28m348.725M5混合砂浆内墙V内=[11.22×(4.5-0.13)-11.24]×0.24-0.36-0.67m38.04构件运输及安装26Ⅰ类预制构件运输空心板运输m35.7627Ⅱ类预制构件运输预制过梁运输m31.228空心板安装见墙体埋件及空心板表m31.1829预制过梁安装见墙体埋件及空心板表m35.7门窗、木结构工程30钢门见门窗表（其中门亮2.5m2）m215.531钢窗见门窗表m220.79楼地面工程32混凝土台阶3.6×1.0-3.0×0.7m21.5331:2.5水泥砂浆面层同上m21.534地面20厚1:2.5S=(S净+台阶平台部分)水泥砂浆面层82.22m282.2235C15混凝土垫层V=地面面层面积×垫层厚=82.22×0.06m34.9336混凝土散水S=(L外-台阶长)×散水宽+4×散水宽×散水宽=(39.72-3.6)×1.0+4×1.0×1.0m240.1237水泥砂浆踢脚(38.26+11.22×2)×0.12m27.28屋面工程381:6水泥焦渣找坡层[S底+(L外+4×檐宽)×檐宽]×平均厚度=[96.78+(39.72+4×0.6)×0.6]×(8.34×2%/2+0.03)m313.84122.0539加气混凝土保温层[96.78-(38.26×0.18+4×0.182)]×0.2m317.95401:2.5水泥砂浆找平层122.05m2122.0541三毡四油一砂防水层122.05+(39.72+4×0.6)×0.23m2131.7442铁皮排水一根水落管长4.5+0.15=4.65m铁皮排水面积=(4.65×0.32+0.16+0.45)×4m28.39装饰工程43天棚普通抹灰S净+梁侧面积=80.12+(8.1-0.24)×0.5×2+(7.2-0.24-0.25)×0.4×2m293.35挑檐底面抹灰(39.72+4×0.6)×0.6m225.27雨蓬底面抹灰同雨蓬工程量m21.94小计120.56m244预制板底清洗油腻3.3×1.18×18+3.3×0.88×6m287.5245水刷石外墙裙L外×裙高-M1宽×2×(裙高-室内外高差)=39.72×(1.0+0.15)-1.5×2×(1.05-0.15)m242.6846干粘石外墙L外×(墙高+室内外高差)-门窗面积-外墙裙面积=39.72×(4.5+0.15)-25.05-42.68m2116.9747挑檐立面干粘石(39.72+4×0.6)×(0.3+0.06)m215.1648内墙中级抹灰外墙内面抹灰(38.26-4×0.365-0.24×3)×(4.5-0.13)-25.05(门窗面积)m2132.62内墙面抹灰[(11.22-0.24)×(4.5-0.13)-11.24(门窗面积)]×2m273.49小计206.11m249独立柱抹灰(0.4+0.4)×2×(4.5-0.13)m26.9950天棚、墙面等喷大白120.56+206.11+6.99m2333.6651钢门窗油漆(15.5+20.79)×1.00m236.2952垂直运输同建筑面积m296.78混凝土及钢筋混凝土分部钢筋图纸消耗量汇总ф10以内(221.5+203+9)×(1+3%)=446kg=0.446tФ20以内(588.3+114.8+33.4)×(1+3%)=814kg=0.814tФ20以外38×(1+3%)=39.1kg=0.039t共计1.299t钢筋定额消耗量汇总（经材料分析得到）ф10以内0.643tФ20以内0.933tФ20以外0.088t共计1.664t由于(1.664-1.299)/1.664>3%，需进行重量调整，其调整量分别为：ф10以内-0.197tФ20以内-0.119tФ20以外-0.049t