土建计量计价《定额应用》课后附图解答.ppt

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,*,建筑工程计量与,计价课程设计资料,主讲教师：苏秦,Tel,：,80933566,办公室,:501,一,某风景区湖边茶室,解：,1,、外墙中心线长度,L,中,=(D+E)(14.04-0.24+,(+)(9.54-0.24)2,+2.4,+6.6-0.24(,花坛,),=54.96m,垛基础净长度,L=(B)0.9-0.12+,(E)0.45-0.12+,(A)0.6-0.12=1.59m,定额应用,基数计算,一,某风景区湖边茶室,解：,1,、,垛垫层净长度,见结构施工,1,L=(B)0.6+(A)0.40+,(E)0.40=1.4m,2,、内墙净长线长度,240,墙,L,内,=(B)3.9-0.24+,()(2.4+3.6-0.24)2,=15.18m,定额应用,基数计算,一,某风景区湖边茶室,解：,2,、内墙净长线长度,120,墙,L,内,=(C)3.9-0.24+,()2.7-0.24=6.12m,3,、垫层净长度的长度,240,墙,L,净,=(B)3.9-1.3+,(),(2.4+3.6-1.3)2,=12.00m,定额应用,基数计算,一,某风景区湖边茶室,解：,3,、垫层净长度的长度,120,墙,L,净,=(C)3.9-1.3+,(),2.7-1.3=4.00m,4,、外墙外边线长度,L,外,=(14.04+9.54)2+,2.4-0.24+6.6-0.24=55.68m,垛增加长度,L=0.9-0.12+0.45-0.12+0.6-0.12,=1.59m,定额应用,基数计算,一,某风景区湖边茶室,解：,5,、房心净面积,S,净,=()(3.9-0.24),(2.4+3.6-0.24-0.12),+(,)(3.6+3.6-0.24)(2.4+3.6-0.24),+()(2.7-0.24)(3.3+3.6-0.24-0.12),+(AB)(3.9-0.24)(2.4-0.24),=20.624+40.09+16.088+7.906,=84.726m2,定额应用,基数计算,一,某风景区湖边茶室,解：,6,、建筑面积,S,净,=(BD)14.04(2.4+3.6+0.24),+(D,E)(2.7+0.24)0.9,+(AB)(3.9+6.6+0.24)2.4,-(,花坛,)(6.6-0.24)(2.4-0.24),+(,雨棚,)(2.4-0.12)(2.7+8.4)2,=87.61+2.646+25.776-13.738+12.654=114.948m2,定额应用,基数计算,一,计算,墙体工程量,及,人工、机械、主材消耗量,（,20,分）,解：公式,V=,（,LHS1,）,bW+F,2,、内墙,L,内,=3.342+2.40.24,）,+(4.8-0.24)8=65.04m,H=7.2-0.102(,板厚,)+0.05=7.05m,(,室内地坪算至板底,+,室内地坪至基础梁顶,),S1(,门窗,)=0.92.418(M2)=38.88m2,W1(,构造柱,)=0.240.247.051=0.406m3,W2=(0.9+0.5)0.240.218=1.21m3,V=,（,65.047.05-38.88,）,0.24-0.406-1.21,=99.1,m3,定额应用,墙体工程,一,计算,墙体工程量,及,人工、机械、主材消耗量,（,20,分）,解：,V=57.725+99.1=156.825,m3,3,、墙体 普通黏土砖,M5.0,混合砂浆,套,3-1-14,H,人工消耗量,=15.3815.6825=243.39,工日,材料消耗量,:M5.0,混合砂浆,=2.2515.6825=35.61m3,机制红砖,=5.31415.6825=84.094,千块,机械消耗量,=0.28115.6825=4.45,台班,定额应用,墙体工程,二,计算,土石方,、垫层、基础工程量及,人工、主材消耗量,（,25,分）,普通土,解：,1,、土石方,：,人工挖槽,V=,长度,X,断面面积,毛石基础增加工作面,C=150mm,挖土深度,h=1.75-0.35+0.2=1.6m,放坡深度,=1.75-0.35=1.4m1.2m ,放坡,沟槽长度,L,中,(1-1)=(15.6+11.4)2=54.00m,L,内槽,(2-2)=3.34-0.52+0.55+3.34+2.41.04,+(4.8-0.52-0.55)8=57.63m,定额应用,墙体工程,二,计算,土石方,、垫层、基础工程量及,人工、主材消耗量,（,25,分）,普通土,解：,人工挖槽,V=(a+2c+KH)XHXL,V,外,=(0.84+20.15+0.51.4)1.454,+1.040.2(,垫层,)54=150.336m3,V,内,=(0.9+20.15+0.51.4)1.457.63,+1.10.2(,垫层,),57.63=165.974m3,合计,V=150.336+165.974=316.310m3,套,1-2-10 2m,以内普通土,人工消耗量,=3.2231.631=101.85,工日,定额应用,墙体工程,二,计算,土石方,、垫层、基础工程量及,人工、主材消耗量,（,25,分）,解：,2,、垫层,基础垫层,3:7,灰土,垫层的长度同,挖槽,L,中,(1-1)=54.00m,L,内槽,(2-2)=57.63m,V,垫层,=1.040.254+1.10.2 57.63=23.911m3,套,2-1-1H,人工消耗量,=8.371.052.3911=21.01,工日,材料消耗量,:,灰土,3:7=10.12.3911=24.15m3,定额应用,墙体工程,二,解：,2,、垫层,房间垫层,1:3,水泥砂浆灌铺地瓜石厚,150,S,房间,=(3.3-0.24)(4.8-0.24)8,+(2.4-0.24)(4.8-0.24)+(2.4-0.24)4.8,+(1.8-0.24),(3.34+2.4-0.24,=146.97m3,V,垫层,=146.970.15=22.04m3,套,2-1-10,人工消耗量,=10.812.204=23.83,工日,材料消耗量,:,地瓜石,=11.742.204=25.87m3,水泥砂浆,=2.982.204=6.57m3,机械消耗量,:,电动夯实机,=0.2762.204=0.61,台班,灰浆搅拌机,=0.482.204=1.06,台班,定额应用,墙体工程,二,计算基础工程量及,人工、主材消耗量,（,25,分）,解：,3,、毛石条形基础,M5.0,混合砂浆,基础长度,:,L,中,(1-1)=54.00m,L,内,(2-2)=65.04m,V,毛石,=(0.84+0.54)0.754+(0.9+0.6)0.7 65.02=120.44m3,套,3-2-1H,人工消耗量,=11.8112.044=142.24,工日,材料消耗量,:,混合砂浆,M5.0,=3.928912.044=47.32m3,毛石,=9.743412.044=117.35m3,机械消耗量,=0.49112.044=5.91,台班,定额应用,墙体工程,三,计算,圈梁,、过梁钢筋、混凝土、模板工程量及,人工消耗量,（,30,分）,解：,C20,圈梁,:240240,长度,:,L=(54.00-0.249)2,=103.68m,V,总,=103.680.240.24=5.972m3,过梁,V,过,=,(1.8+0.5)16+(1.2+0.5)6+2,=,49.00m,0.240.24=2.822m3,V,圈,=V,总,-V,过,=5.972-2.822=3.15m3,套,4-2-26H,人工消耗量,=21.610.315=6.81,工日,定额应用,墙体工程,三,计算,圈梁,、过梁钢筋、混凝土、模板工程量及,人工消耗量,（,30,分）,解,:,内墙,C20,过梁,:240200,体积,L=(0.9+0.5)18=25.2m,V=25.20.240.2=1.21m3,V,总过,=2.822+1.21=4.03m3,套,4-2-27H,人工消耗量,=23.610.403=9.51,工日,钢筋 外墙,314()L1=2.3m,L2=1.7m,L3=2.0m,T=(2.316+1.76+2.0)31.208=177.576,Kg,28()L1=2.3+12.50.008=2.4m,L2=1.7+12.50.008=1.8m,L3=2.0+12.50.008=2.1m,定额应用,墙体工程,三,计算,圈梁,、过梁钢筋、混凝土、模板工程量及,人工消耗量,（,30,分）,解,:,钢筋 外墙,GL 28(),28 T=(2.416+1.86+2.1),20.395=51.320.395=40.527Kg,箍筋,6.5200,N1=2.30.2+1=1316=208,N2=1.70.2+1=106=60,N3=20.2+1=11,根,N=279,根,T=(0.244-0.05)2790.26=66.011Kg,定额应用,墙体工程,三,计算,圈梁,、过梁钢筋、混凝土、模板工程量及,人工消耗量,（,30,分）,解,:,钢筋 内墙,GL 510,L=1.4-20.025+12.50.01=1.475m,T=1.4751850.617=81.908Kg,箍筋,6.5200,N1=1.4-20.0250.2+1=818=144,T=(0.24+0.2)2-0.05)1440.26=31.075Kg,套定额,314()4-1-14,人工,=7.90.1776=1.403,工日,10,4-1-4,人工,=10.50.0819=0.86,工日,定额应用,墙体工程,三,计算,圈梁,、过梁钢筋、混凝土、模板工程量及,人工消耗量,（,30,分）,解,:,套定额,28()4-1-3,人工,=14.320.0405=0.58,工日,箍筋,6.5200,4-1-52,人工,=27.97(0.0311+0.066)=2.72,工日,混凝土搅拌,V,圈,+,V,总过,=3.15+4.03=7.18m3,V,混凝土,=10.150.718=7.39m3,套,4-4-16,人工,=2.290.739=1.69,工日,定额应用,墙体工程,三,计算,圈梁,、过梁钢筋、混凝土、模板工程量及,人工消耗量,（,30,分）,解,:,模板,圈梁,:S1,=103.680.242=49.766m2,(,门洞底,)S2,=(1.816+1.26+1.5)0.24=9.00m2,过梁,:,S1,=1.4180.22=10.08m2,S2,=0.9180.24=3.89m2,套,过梁,10-4-116,组合钢模板 木支撑,人工,=5.86(1.008+0.389)=8.19,工日,套,圈梁,10-4-125,组合钢模板 木支撑,人工,=3.61(4.977+0.9)=21.22,工日,定额应用,墙体工程,四,计算,屋面,工程量及,人工消耗量,（,25,分）,解,:,屋面面积,:S,=(15.6-0.24)(11.4-0.24)=171.42m2,S,=(15.6-0.24)(11.4-0.24-0.5-0.5)=156.06m2,找坡层厚度,:,=(11.4-0.24-0.52)21.5%2=0.04m,保温层体积,V,找坡,=156.060.04=6.24m3,V,块,=156.060.08=12.48m3,套定额,6-3-15 1:10,水泥珍珠岩,人工,=7.190.624=4.49,工日,定额应用,墙体工程,四,计算,屋面,工程量及,人工消耗量,（,25,分）,解,:,保温层体积,V,块,=156.060.08=12.48m3,套定额,6-3-5,干铺憎水珍珠岩块,人工,=15.21.248=18.97,工日,隔气层 聚氨脂防水涂膜两遍,S,=(15.6-0.24)(11.4-0.24)=171.42m2,套定额,6-2-71,人工,=0.4117.142=2.93,工日,定额应用,墙体工程,四,计算,屋面,工程量及,人工消耗量,（,25,分）,解,:,找平层,1:3,水泥砂浆,20,厚,S,=15.3611.16+(15.36+11.16)20.25,=184.64m2,套,9-1-1,人工,=0.7818.464=14.40,工日,1:2,防水砂浆,(,掺无机铝盐防水剂,)20,厚,S,=(15.6-0.24)(11.4-0.24-0.5-0.5)=156.06m2,套,6-2-7,人工,=1.0515.606=16.39,工日,定额应用,墙体工程,四,计算,屋面,工程量及,人工消耗量,（,25,分）,解,:,防水层,:PVC,橡胶卷材,S,=15.3611.16+(15.36+11.16)20.25,=184.64m2,套,6-2-44,人工,=0.7318.464=13.48,工日,定额应用,墙体工程,