砖混结构平房工程工程量计算实例详细计算过程.pptx

单击此处编辑母版标题样式,单击此处编辑母版文本样式,第二级,第三级,第四级,第五级,0,单击此处编辑母版标题样式,单击此处编辑母版文本样式,第二级,第三级,第四级,第五级,*,2026/10/3,1,小平房工程量计算实例,一、小平房施工图,（一）、设计说明,1,、本工程为某单位单层砖混结构小平房，室内地坪标高,0.000,，室外地坪标高,0.300,。,2,、,M5,水泥砂浆砌砖基础，,C10,混凝土基础垫层,200mm,厚，位于,-0.06m,处做,1,；,2,水泥砂浆防潮层,20mm,厚。,3,、,M5,混合砂浆砌砖墙、砖柱。,4,、室内地面为,600,600,玻化砖,贴面，,C15,混凝土地面垫层,60mm,厚，基层素土回填夯实。,5,、屋面做法见大样图。,6,、,C15,混凝土散水,800mm,宽，,80mm,厚。,工程量计算实例,2026/10/3,2,7,、踢脚线为,150,高成品踢脚线砖。,8,、台阶为,C15,混凝土基层，芝麻白花岗石贴面。,9,、内墙面混合砂浆抹面，墙面满刮腻子刷,106,涂料。,10,、外墙面勒脚,500,高，贴,250,400,灰色仿石,外墙砖，其余外墙面及柱面贴,100,100,白色外墙砖（挑檐滴水顺贴,50,200,白色外墙砖,。,11,、窗为塑钢窗，门为单层镶板门，门带窗为塑钢门带窗（门,900mm,宽，窗,1100mm,宽）。木门运输距离,10Km,。,12,、现浇,C20,钢筋混凝土圈梁，梁底标高为,2.400,，梁断面为,240,180mm,，梁纵筋为,6,12,（上下各三根），箍筋为,6.5,200,（,2,）。,13,、,门厅地面贴芝麻白花岗石。,工程量计算实例,2026/10/3,3,14,、预应力,C30,钢筋混凝土空心板（运输距离,15Km),，单件体积及钢筋用量如下：,YKB,3962,体积：,0.164m3/,块钢筋用量：,6.57Kg/,块,YKB,3362,体积：,0.139m3/,块钢筋用量：,4.50Kg/,块,YKB,3062,体积：,0.126m3/,块钢筋用量：,3.83Kg/,块,YKB,3962,体积：,0.164m3/,块钢筋用量：,6.57Kg/,块,（,2,）、门窗统计表,工程量计算实例,名称,代号,洞口宽,mm,洞口高,mm,数量,备注,单层镶板门,塑钢门带窗,M,1,M,2,900,2000,2400,2400,3,1,其中门,900mm,单层玻璃窗,C,1,1500,1500,6,塑钢推拉窗,2026/10/3,4,工程量计算实例,0.000,-0.150,-0.300,2026/10/3,5,工程量计算实例,9600,9600,500,高勒脚贴仿石砖,贴外墙砖砖,2026/10/3,6,工程量计算实例,5000,500,高勒脚贴仿石砖,贴外墙砖砖,2026/10/3,7,工程量计算实例,1,：,2,水泥砂浆找平层,SBS,改性沥青卷材防水层,2026/10/3,8,工程量计算实例,2026/10/3,9,工程量计算实例,2026/10/3,10,工程量计算实例,2026/10/3,11,工程量计算实例,QL,QL,2026/10/3,12,2026/10/3,13,工程量计算实例,二、小平房工程列项,小平房工程施工图预算分项工程项目列项见下表,小平房工程施工图预算分项工程项目表,利用基数,序号,定额号,分项工程名称,单位,L,中,L,内,1,2,3,4,5,6,7,人工挖地槽,C10,混凝土基础垫层,M5,水泥砂浆砌砖基础,人工地槽回填土,1,：,2,水泥砂浆墙基防潮层,M5,混合砂浆砌砖墙,现浇,C20,钢筋混凝土圈梁,2026/10/3,14,工程量计算实例,利用基数,序号,定额号,分项工程名称,单位,8,9,10,11,里脚手架,踢脚线,混合砂浆内墙,内墙面刷涂料,L,外,12,13,14,15,人工平整场地,外脚手架,1,：,2,水泥砂浆抹外墙,C15,散水,2026/10/3,15,工程量计算实例,利用基数,序号,定额号,分项工程名称,单位,S,底,16,17,18,19,20,21,22,C20,细石混凝土刚性屋面,40mm,厚,1,：,2,水泥砂浆屋面面层,预制板底水泥砂浆嵌缝找平,室内回填土,C10,混凝土地面垫层,1,：,2,水泥砂浆地面面层,预制板底刷涂料,2026/10/3,16,工程量计算实例,利用基数,序号,定额号,分项工程名称,单位,23,24,25,26,人工挖地坑,人工地坑回填土,M5,混合砂浆砌砖柱,单层玻璃窗制作,27,28,单层玻璃窗安装,单层镶板门制作,29,单层镶板门安装,2026/10/3,17,工程量计算实例,利用基数,序号,定额号,分项工程名称,单位,30,31,32,33,木门窗运输,木门窗油漆,现浇,C20,混凝土矩形梁,预应力,C30,混凝土空心板制作,34,35,36,空心板运输,空心板安装、灌浆,人工运土,2026/10/3,18,工程量计算实例,利用基数,序号,定额号,分项工程名称,单位,37,38,39,40,41,42,43,C10,混凝土台阶,1,：,2,水泥砂浆抹台阶面,现浇构件钢筋制安,6.5,现浇构件钢筋制安,12,现浇构件钢筋制安,14,预应力构件钢筋制安,4,现浇圈梁模板,空心板模板,44,45,46,现浇矩形梁模板,现浇混凝土台阶模板,混合砂浆抹梁柱面,2026/10/3,19,工程量计算实例,三、小平房工程基数计算,小平房工程基数计算见下表,基数名称,代,号,图号,墙高,m,墙厚,m,单位,数量,计算式,外墙中心线长,L,中,建施,1,3.60,0.24,m,29.20,(3.60+3.30+2.70+5.0)2=29.20,内墙净长,L,内,建施,1,3.60,0.24,m,7.52,(5.0-0.24,）,+,（,3.0-0.24,=7.52,外墙外边线长,L,外,建施,1,m,30.16,29.20+0.244=30.16,或,(3.60+3.30+2.70+0.24)+,（,5.0+0.24)2=30.16,底层建筑面积,S,建,建施,1,m2,51.56,(3.60+3.30+2.70+0.24),（,5.0+0.24),2.182.880.5=48.42,2026/10/3,20,工程量计算实例,四、小平房工程量计算,1,、人工平整场地,S=S,底,+L,外,2+16=51.56+30.16 2+16=127.88 m2,（,1A0036,）,2,、人工挖地槽（不放坡、加工作面,300,）,（,1A0003,）,V=,槽长,槽宽,槽深,=,（,29.20+7.52+0.242-1.4 2,）,1.40,（,1.50-0.30,）,=,（,29.2+8.0-2.40,）,1.4 1.2=34.8 1.4 1.20=58.464 m3,3,、人工挖地坑（不放坡、加工作面,300,）,（,1A0006,）,V=,坑长,坑宽,坑深,个数,=1.41.4,（,1.50-0.30,）,1,=1.41.4 1.2 1=2.352 m3,2026/10/3,21,工程量计算实例,4,、,C10,混凝土基础垫层,（,1E0002,）,V=,（外墙垫层长,+,内墙垫层长）,垫层宽,垫层厚,=,（,29.20+7.52+0.242-0.80 2,）,0.80 0.20=,（,29.20+8.0-1.60,）,0.80 0.20=35.60 0.800.20=5.70m3,V=,柱垫层面积,垫层厚,=0.800.800.20=0.13m3,小计：,5.7+0.13=5.83m3,5,、,M5,水泥砂浆砌砖基础,（,1D0001,）,V=,（,L,中,+L,内）,（基础高,墙厚,+,大放脚断面积）,=,（,29.20+7.52,）,（,1.50,0.20,0.06,）,0.24+0.0945,=36.72,（,0.2976+0.0945,）,=36.72 0.392=14.398m3,或,=,（,29.20+7.52,）,（,1.50,0.20,0.06+0.394,）,0.24,=36.72,（,1.634,）,0.24=36.72 0.392=14.398m3,2026/10/3,22,工程量计算实例,6,、人工地槽回填土,（,1A0034,）,V=,挖土体积,(,垫层体积,+,砖墙基础体积高出室外地坪砖墙基础体积,),=58.46-,（,5.70+14.93,36.72 0.24 0.24,）,=58.46-,（,5.70+14.93,2.12,）,=58.46,18.51=39.95m3,7,、,M5,水泥砂浆砌砖柱基础,（,1D0001,）,V=,柱基高,柱断面积,+,四周大放脚体积,=,（,1.5-0.2-0.06,）,（,0.240.24,）,+0.033=1.30 0.0576+0.033=0.104m3,8,、人工地坑回填土,（,1A0034,）,V=,挖土体积,-,（垫层体积,+,砖柱基础体积,-,高出地坪砖柱基础体积）,=2.352-,（,0.13+0.104-0.24 0.24 0.24,）,=2.352-0.22=2.132 m3,2026/10/3,23,工程量计算实例,9,、,1,：,2,水泥砂浆墙基防潮层,（,1I0058,）,S=,（,L,中,+L,内）,墙厚,+,柱断面积,个数,=36.72 0.24+0.24 0.24 1=8.81+0.06=8.87m2,10,、双排外脚手架,（,1C0012,）,S=,墙高（含室外地坪高差）,墙外边长（,L,外）,=,（,3.60+0.30,）,30.16=3.90 30.16=117.62m2,11,、里脚手架,（,1C0017,）,S=,内墙净长,墙高,=7.52 3.60=27.07m2,12,、单层玻璃窗制作,（,1G0036,）,S=,窗洞口面积,樘数,=1.5 1.5 6=13.50m2,2026/10/3,24,工程量计算实例,S=,窗洞口面积,樘数,=1.5 1.5 6=13.50m2,13,、单层玻璃窗安装,（,1G0046,）,S=,窗洞口面积,樘数,=1.5 1.5 6=13.50m2,14,、单层镶板门制作,（,1G0002,）,S=,门洞口面积,樘数,=0.92.4 3=6.48m2,15,、单层镶板门安装,（,1G0021,）,S=,门洞口面积,樘数,=0.92.4 3=6.48m2,16,、镶板门带窗制作,（,1G0011,）,S=,门带窗的面积,樘数,=,（,2.002.40-1.10 0.90,）,1=3.81 m2,2026/10/3,25,工程量计算实例,17,、镶板门带窗安装,（,1G0027,）,S=,门带窗的门面积,樘数,=,（,2.002.40-1.10 0.90,）,1=3.81 m2,18,、木门窗运输（,10Km),S=,门面积,+,窗面积,=13.50+6.48+3.81=23.79 m2,（,1G0090+1G00919,）,19,、木门油漆,S=,门面积,=6.48+0.92.4=8.64 m2,（,1K0208,）,20,、木窗油漆,S=,窗面积,=13.50+1.11.5=15.15 m2,（,1K0209,）,21,、现浇,C20,钢筋混凝土圈梁,(1E0061),V=,梁长,梁断面积,=,（,29.20+7.52,）,0.24 0.18=1.59m3,2026/10/3,26,工程量计算实例,22,、现浇钢筋混凝土圈梁模板,(1E0186),V=,梁长,梁断面积,=,（,29.20+7.52,）,0.24 0.18=1.586 m3,23,、现浇,C20,钢筋混凝土矩形梁,(1E0046),V=,梁长,梁断面积,根数,=2.94 0.24 0.30+,（,2.0-0.12+0.12,）,0.24 0.30=0.36m3,24,、现浇钢筋混凝土矩形梁模板,(1E0184),V=,梁长,梁断面积,根数,=0.36m3,25,、,C10,混凝土台阶,(1E0149),S=,台阶水平投影面积,=,（,2.7+2.0,）,0.3 2=4.7 0.6=2.82m2,2026/10/3,27,工程量计算实例,26,、,1,：,2,水泥砂浆台阶抹面,(1H0047),S=,台阶水平投影面积,=,（,2.7+2.0,）,0.3 2=4.7 0.6=2.82m2,27,、台阶模板,(1E0205),S=,台阶水平投影面积,=,（,2.7+2.0,）,0.32=4.70.6=2.82m2,28,、现浇构件钢筋制安,(1E0528),1,）、圈梁,纵筋：,12,29.2+7.52+(0.24-0.025 2+12.50.012)6,=29.2+7.52+0.34 6,222.36 m,接头：,12,(29.20/8,1)(30 0.012+12.5 0.012)6,5 0.51 6=15.3 m,箍筋：,6.5,（,29.2+7.52,）,/0.2+1,（,0.24+0.18-0.025 4,）,2+27.8 0.0065,184.6 0.821,151.5 m,重量（,222.36+15.3)0.888+151.5 0.26,211.04+39.39,250.43 Kg,2026/10/3,28,工程量计算实例,2）、XL-1,纵筋：号筋、14（2.940.05+6.2520.014）39.20m,号筋、12（2.940.05+6.2520.012）26.08m,号筋、6.5（2.940.025 2）/0.2+1）（0.24+0.30.025 4）2+27.8 0.006516 1.06116.97 m,重量9.20 1.208+6.08 0.888+16.97 0.2620.92 Kg,3）、XL-2,纵筋：号筋、14（2.240.05+6.2520.014）37.10m,号筋、12（2.240.05+6.2520.012）24.68m,号筋、6.5（2.240.025 2）/0.2+1）（0.24+0.30.025 4）2+27.8 0.006512 1.06112.73m,2026/10/3,29,工程量计算实例,重量7.10 1.208+4.68 0.888+12.730.2616.04Kg,现浇钢筋250.43+20.92+16.04287.39 Kg,29、预应力混凝土钢筋制安,(1E0531),4=（6.57+4.50+3.83）Kg/块9块=134.10Kg,30、预应力空心板制作（详设计说明）,V=单块体积块数制作、运输、安装损耗系数,=（0.164+0.139+0.126）m3/块9块 1.015=3.861 1.015=3.919m3,35、预应力空心板运输,(1E0521+14,(10522),V=单块体积块数运输、安装损耗系数,=3.861 1.013=3.911 m3,2026/10/3,30,工程量计算实例,31,、预应力空心板安装、灌浆,(1E0511),V=,单块体积,块数,安装损耗系数,=3.861 1.005=3.88m3,32,、预应力空心板模板,(1E0465),V=,单块体积,块数,制作、运输、安装损耗系数,=3.861 1.015=3.919m3,33,、,M5,混合砂浆砌砖墙,(1D0005),V,（墙长,墙高,-,门窗面积）,墙厚,-,圈梁体积,（,29.20+7.52,）,3.66,23.790.24,1.586,（,110.61,）,0.24,1.586,26.546,1.586,24.96 m3,34,、,M5,混合砂浆砌矩形砖柱,(1D0017),V,柱断面积,柱高,0.24 0.24 3.66,0.211m2,2026/10/3,31,工程量计算实例,35,、,1,：,2,水泥砂浆屋面面层,(1H0041),S,屋面实铺水平投影面积,（,5.0+0.32,）,（,9.60+0.302,）,5.610.2,57.12m2,36,、,C20,细石混凝土刚性屋面（,40mm,厚）,(1L0083),S,屋面实铺水平投影面积,（,5.0+0.32,）,（,9.60+0.302,）,5.610.2,57.12m2,37,、预制板底嵌缝找平,(1K0162),S,空心板实铺面积墙结构面积,57.12,（,29.20+7.52,）,0.24,57.12,8.81,48.31m2,38,、预制板顶棚面刷,106,涂料,(1K0340),同序,37,48.31m2,2026/10/3,32,工程量计算实例,39,、水泥砂浆抹外墙面,(1K0013),S,外墙外边周长,墙高门窗面积,+,门窗侧壁面积,30.16,（,3.6+0.30,）（,1.5 1.5 6+0.9 2.4+2.0 2.4,0.9 1.1,）,+,（,1.5+1.5,）,2 6+2.4 2+0.9+2.4 2+2.0 0.14,117.62,19.47+6.79,104.94 m2,47,、混合砂浆抹内墙面,(1K0024),S,内墙面净长,净高门窗面积,（,5.0,0.24+3.60+0.24,）,2+,（,5.0-0.24+3.3,0.24,）,2+,（,2.7,0.24+3.0,0.24,）,2 3.60,(1.5 1.5 6+0.9 2.4 5,面,+3.81 1,面,),16.24+15.64+10.44+,）,3.60,28.11,152.35,30.27,122.08 m2,2026/10/3,33,工程量计算实例,40,、混合砂浆抹砖柱,(1K0022),S,柱周长,柱高,0.24 4(3.60+0.15),3.6 m2,41,、混合砂浆抹矩形梁（零星抹灰）,(1K0018),S,梁展开面积侧面（,2.7,0.24+2.0,0.24,）,0.30 2,+,底面（,2.7,0.24+2.0,0.24,）,0.24,2.53,1.01,3.54 m2,42,、屋面出檐立面抹灰,(,零星抹灰）,(1K0018),（,9.6+0.3 2+5+0.3 2)2 0.18=31.6 2 0.18=11.38 m2,43,、,1,：,2,水泥砂浆踢脚线,(1H0051),L,内墙净长之和（,3.60,0.24,5.0,0.24,）,2,（,3.30,0.24,5.0,0.24,）,2,（,2.70,0.24+3.0,0.24,）,2,16.24+15.64+10.44=42.32 m,2026/10/3,34,工程量计算实例,44,、,C15,混凝土散水,60mm,厚,(1H0189),S,散水长,散水宽台阶所占面积（,L,外,+4,散水宽）,散水宽台阶所占面积（,30.16+4 0.8,）,0.80,（,2.70+0.30+2.00,）,0.30,26.69,1.50,25.19m2,45,、水泥砂浆地面面层,(1H0041),S,（室内地面净面积,+,门厅地面积）,9.84 5.24,36.72 0.24,(2.7-0.15,2-0.15)0.3,51.56,8.81,1.23,41.52 m2,46,、,C10,混凝土地面垫层,(1H0023),V,（室内地面净面积,+,门厅地面积）,厚度,41.52 0.06,2.49 m3,025 2）/0.,10、双排外脚手架（1C0012）,6 8）6=324.,2水泥砂浆防潮层20mm厚。,V=梁长梁断面积=（29.,V=单块体积块数运输、安装损耗系数,S=门带窗的门面积樘数=（2.,34 6222.,7号钢筋6=（49.,S屋面实铺水平投影面积,纵筋：号筋、14（2.,号筋、12（2.,35、1：2水泥砂浆屋面面层(1H0041),11、里脚手架（1C0017）,83）Kg/块9块=134.,2水泥砂浆防潮层20mm厚。,接头：12(29.,0065 184.,2026/10/3,35,47、室内地坪回填土,(1A0034),V 室内地面净面积 厚度,41.53（0.30.020.06）(2.7-0.32-0.3)0.15,41.5 30.224.1 0.15 9.752 m3,48、人工运土(150m),(1A0037+6.5,1A0038),V挖土量回填量34.18+0.76815.670.559.752,8.976 m3,49、窗台抹灰（零星抹灰）,(1K0018),(1.5+0.2)(0.06 2+0.12)+0.06 0.12 6,=0.408+0.0072 6=2.49 m2,工程量计算实例,2026/10/3,36,XYB-1,工程量计算,C20,混凝土：,49.360.6+0.60.64+,（,49.36+0.68,）,0.3 0.05=2.365 m3,6,号钢筋,8=,（,0.9+0.5,）,49.36/0.08=863.80 m,7,号钢筋,6=,（,49.36+0.6 8,）,6=324.96 m,总计钢筋,863.8,0.395+324.96,0.222=413.34 Kg,BL-1,工程量计算,C20,混凝土：,48.4,0.24 0.4=4.65 m3,18,号钢筋,18=48.4 4,193.6 m,8,号钢筋,8=,（,0.24 2,0.4 2,0.025 8,20 0.008,）,48.4/0.15=400.52 m,总计钢筋,193.6,2.00,400.52 0.395,545.41 Kg,2026/10/3,37,工程量计算实例,9600,9600,500,高勒脚贴仿石砖,贴外墙砖砖,2026/10/3,38,工程量计算实例,2026/10/3,39,2026/10/3,40,工程量计算实例,利用基数,序号,定额号,分项工程名称,单位,8,9,10,11,里脚手架,踢脚线,混合砂浆内墙,内墙面刷涂料,L,外,12,13,14,15,人工平整场地,外脚手架,1,：,2,水泥砂浆抹外墙,C15,散水,20/8 1)(30 0.,S屋面实铺水平投影面积,31、预应力空心板安装、灌浆(1E0511),025 2+12.,V柱断面积柱高0.,7、M5水泥砂浆砌砖柱基础（1D0001）,2026/10/3,41,工程量计算实例,三、小平房工程基数计算,小平房工程基数计算见下表,基数名称,代,号,图号,墙高,m,墙厚,m,单位,数量,计算式,外墙中心线长,L,中,建施,1,3.60,0.24,m,29.20,(3.60+3.30+2.70+5.0)2=29.20,内墙净长,L,内,建施,1,3.60,0.24,m,7.52,(5.0-0.24,）,+,（,3.0-0.24,=7.52,外墙外边线长,L,外,建施,1,m,30.16,29.20+0.244=30.16,或,(3.60+3.30+2.70+0.24)+,（,5.0+0.24)2=30.16,底层建筑面积,S,建,建施,1,m2,51.56,(3.60+3.30+2.70+0.24),（,5.0+0.24),2.182.880.5=48.42,2026/10/3,42,XYB-1,工程量计算,C20,混凝土：,49.360.6+0.60.64+,（,49.36+0.68,）,0.3 0.05=2.365 m3,6,号钢筋,8=,（,0.9+0.5,）,49.36/0.08=863.80 m,7,号钢筋,6=,（,49.36+0.6 8,）,6=324.96 m,总计钢筋,863.8,0.395+324.96,0.222=413.34 Kg,BL-1,工程量计算,C20,混凝土：,48.4,0.24 0.4=4.65 m3,18,号钢筋,18=48.4 4,193.6 m,8,号钢筋,8=,（,0.24 2,0.4 2,0.025 8,20 0.008,）,48.4/0.15=400.52 m,总计钢筋,193.6,2.00,400.52 0.395,545.41 Kg,