土建施工预算复习题(课堂PPT).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,土建施工预算员,应考复习,1,1,解：根据,2008,全国统一建筑工程基础定额河北省消耗量定额,水泥：,32.5/t 220,元 水泥：,42.5/t 230,元,钢筋：直径,10,以内每吨,5010,元，直径,20,每吨,5061.8,元,可知甲乙双方采保费为：,1/2(150220,230200,501050,5061.850)1.96%=,5709.382,2,2,人工工日量,10.96,（,20010,）,=,219.2,（工日）,标准砖,5.236,（,20010,）,=,104.72,（千块）,水泥,32.5 0.505,（,20010,）,=,10.1,（吨）,中砂,3.783,（,20010,）,=,75.66,（吨）,实体费用,1726.47,（,20010,）,=,34529.4,（元）,3,3,实体费用,2339.335010=,11696.65,（元）,水泥,32.5 3.3565010=,16.78,（吨）,中砂,7.0085010=,35.04,（吨）,碎石,13.3875010=,66.935,（吨）,人工（综合用工,2,类）,21.215010=,106.05,（工日）,4,4,换算基价,=1909.94-2.2596.03+2.25101.52(M10,水泥砂浆，中砂,)=,1922.29,（元）,实体费用,=,换算基价,（,200/10,）,=,38445.8,（元）,水泥,32.50.482+2.25(0.274-0.214)200/10(t)=,5.49,（,t,）,中砂,2.25(1.603-1.603)+3.607200/10=,72.14,（,t,）,标准砖,5.314200/10=,106.28,（千块）,5,5,解：基价：,2339.33,元,/10m3,水泥：,3.356,（,t,）,中砂：,7.008,（,t,）,碎石：,13.387,（,t,）,6,6,解：实体费用,2489.882810=,6971.664,（元）,水泥,32.5 3.3562810=,9.3968,（,t,）,中砂,7.0082810=,19.6224,（,t,）,碎石,13.3872810=,37.4836,（,t,）,7,7,换算后基价,=1903.58+2.290,（,101.52-94.92,）,=,1918.69,元,人工用量,11.79350/10=,412.65,（工日）,多孔砖,3.101350/10 =,108.54,（千块）,水泥,32.5 0.559+2.29(0.274-0.244)350/10=,21.96,(t),中砂,3.671+2.29(1.603,1.603)350/10=,128.49,(t),水,1.920+2.29(0.3,0.3)350/150 =,66.57,(m3),实体费用,350/10,换算后基价,=,67154.15,元,8,8,综合判定，该工程属一类工程,1.,直接费,550,万元,2.,其中人工费,+,机械费,120+100=220,万元,3.,企业管理费,22030%=,66,万元,4.,利润,22016%=,35.2,万元,5.,规费,22017%=,37.4,万元,6.,税金,(550+22030%+22016%+22017%)3.45%,=,23.76,万元,7.,工程造价为,1+3+4+5+6=,712.36,万元,9,9,该工程一般建筑工程为二类,10,10,11,11,S=(6+4+0.24)(3.3+2.7+0.24)+(4+0.24)(3.3+0.24)=,78.90,12,12,S,高跨,=,（,54,0.252,）,(6,0.4)=,131.2,S,低跨,=2,（,54,0.252,）,(4,0.25-0.2)=,166.05,S,平,=S,高跨,+S,低跨,=131.2,166.05=,297.25,S,散,=(54+0.252,42,6,0.252)20.8,40.80.8=,58.56,13,13,解：已知土质为三类土，则放坡起点为,1.5m,，人工挖土放坡系数为,0.33,，工作面宽为,0.3m,砖基础截面积,S,砖基,=0.241.8,0.06250.063162=,0.558,m2,砖基础体积,V,砖基,=S,砖基,18.5=,10.323,m3,地槽挖深,H=1.8,0.2,0.45=1.551.5m,需放坡，且系数为,0.33,人工挖地槽,V=,（,1.2,0.32,0.331.55,）,1.5518.5=,66.28,m3,14,14,解：已知土为,4,类土，放坡起点为,2m,，人工挖槽放坡系数为,0.25,基槽挖深：,h=2.3+0.1-0.3=2.12m,故需放坡,L,外,=,（,5.1+5.1+0.062+6+0.062,）,2=,32.88,m,L,内槽,=6-,（,0.54+0.1+0.3,）,2=,4.12,m,L,内垫层,=6-,（,0.54+0.1,）,2=,4.72,m,L,内砼条基,=6-0.542=,4.92,m,L,内砖基,=6-0.122=,5.76,m,S,平整,=,（,5.1+5.1+0.242,）,（,6+0.242,）,=,69.2164,15,V,挖,=,（,0.66+0.54+0.12+0.32+0.252.1,）,2.1L,外,+,（,0.6+0.6+0.12+0.32+0.252.1,）,2.1L,内槽,=,196.1925,m,3,V,垫层,=,（,0.66+0.54+0.12,）,0.1L,外,+,（,0.62+0.12,）,0.1L,内垫层,=,5.264,m,3,V,砼条基,=(0.66+0.54)0.3+(0.31+0.19)0.3L,外,+,（,0.620.3+0.2520.3,）,L,内砼条基,+20.2520.3,（,0.54-0.19,）,=,m,3,V,砖基础,=,（,2.3-0.32,）,0.365L,外,+,（,2.3-0.32,）,0.24L,内砖基,=,22.75,m,3,16,15,链接至,word15,题,17,16,链接至,word16,题,18,17,链接至,word17,题,19,18,解：,（,1,）,90,度转角型,V,90,=,（,0.240.24+0.240.032,）,12=,0.86,m,3,（,2,）,T,形接头处,V,T,=,（,0.240.24+0.240.033,）,15=,1.19,m,3,（,3,）十字形接头,V,十,=,（,0.240.24+0.240.034,）,18=,1.56,m,3,20,19,解：抗震箍筋弯钩平直段长度取,10d d=0.008m,箍筋单长：,L=(0.3-0.03+0.6-0.03)2+8d+11.9d2=,1.93,m,21,20,链接至,word20,题,22,21,链接至,word21,题,23,22,KL1,的长,L,KL1,=(37.8-0.45-0.22)2=,70.8,m,KL2,的长,L,KL2,=(17.4-0.42-0.22)2+(17.4-0.22)5=,117.4,m,LL1,的长,L,LL1,=(37.8-0.22-0.35)2=,71.8,m,KL1,的体积,V,KL1,=0.30.6L,KL1,=,12.74,m,3,KL2,的体积,V,KL2,=0.70.3L,KL2,=,24.65,m,3,LL1,的体积,V,LL1,=0.40.25L,LL1,=,7.18,m,3,板的体积,V,板,=,(37.8+0.22)(17.4+0.22)-(0.40.41.8)-0.3(L,KL1,+L,KL2,)-0.25L,LL1,0.12=,72.63,m,3,KL2,的模板,S,KL2,=,（,0.7-0.12,）,2L,KL2,-0.40.2545=,37.49,24,23,解：雨篷板套用定额编号为：,A4-43,其体积,V,雨篷,=,（,0.08,0.08,0.02,）,1/21.2(2.4,0.082)=,0.27648,m,3,翻沿高度超过,6cm,，应套栏板子目，定额编号为,A4-49,其体积,V,沿,=0.40.08,（,1.12,0.04,）,2,2.4,0.042,=,0.1536,m,3,25,24,V,板,=(3+5+3)(3+3)0.2+21/30.5(0.40.4+22+0.42)=,14.86,m,3,26,25,(1),垂直运输,按建筑面积计算规则，第,7,层层高小于,2.2,米，应计算一半。,垂直运输工程量,S,垂,=30208+30201/2+53=,5115,m,2,（,2,）超高,建筑物在第,5,层超高，超高线距该层顶,0.2,米。,第,5,层超高量,S,5,=302025%=,150,m,2,第,6,层超高量,S,6,=3020=,600,m,2,第,7,层超高量,S,7,=30200.7=,420,m,2,第,8,层超高量,S,8,=3020=,600,m,2,第,9,层超高量,S,9,=3020+53=,615,m,2,总超高,S=S,5,+S,6,+S,7,+S,8,+S,9,=,2385,m,2,（,3,）综合脚手架,S,综,=S,垂,=,5115,m,2,27,26,该建筑物在第,6,层超高，超高线距该屋顶,3.66,0.6,20=2.2m,第,6,层超高工程量,S6=400325%=,300,m,2,第,7,层超高工程量,S7=,400,m,2,第,8,层超高工程量,S8=400,400225%=,600,m,2,总超高量为,S=S6,S7,S8=300,400,600=,1300,m,2,建筑物檐高为,20,2.2,3.6,4.8=30.6,超高,30m,，套用定额子目,A14-2,超高费,C,超高,=1729.72S100=,22486.36,元,28,27,平屋面部分建筑面积,S,平,=(8+0.12+0.2)30.23=,761.0,4,坡屋面部分建筑面积：,S,坡,=12.260.24+(3.65-2.1)2260.2+(2.1-1.2)2260.21/2=,3419.36,阳台建筑面积：,S,阳,=1.83.61/218=,58.32,雨蓬筑面积：,S,雨蓬,=2.641/2=,5.2,29,28,解：,A.B.1.4,轴梁长,L,AB14,=(7.2,0.122)2,(43,0.122,0.42)2=,27.2,m,2.3,轴梁长,L,2.3,=(7.2,0.122)2=,9,m,有梁板模板,S,板,=12.247.44,L,A.B.1.4,0.24,L2.30.24,0.240.244,0.240.44=,87.86,m,2,板体积,V,板,=S,板,0.1=,8.786,m,3,梁体积,V,梁,=0.240.5L,A.B.1.,4,0.240.35L2.3=,4.002,m,3,梁模板,S,梁,=,（,0.5,0.5,0.1,）,L,A.B.1.4,(0.35,0.1,0.35,0.1)L,2.3,=,28.98,m,2,30,29,链接至,wordP167,31,30,链接至,wordP168,32,31,链接至,word31,题,33,32,链接至,wordP172-173,34,33,链接至,wordP174-175,35,34,链接至,wordP176,回答问题：地砖地面清单工程量与定额计价工程量的计算有何不同。,定额：按图示尺寸以净面积计算，不扣除,0.1m,2,以内的孔洞所占面积，门洞、空圈、暖气包槽和壁龛的开口部分的工程量并入相应的面层计算。块料面层拼花部分按实贴面积计算,清单：按图示尺寸以面积计算，扣除凸出地面的构筑物设备基础、室内铁道、地沟等所占面积，不扣除间壁墙和,0.3m,2,以内的柱、垛、附墙烟囱及孔洞所占面积，门窗、空圈、暖气包槽、壁龛的开口部分亦不增加面积。,36,35,链接至,wordP177,37,37,链接至,wordP184,38,38,链接至,word38,题,39,39,链接至,wordP187,40,40,链接至,wordP189,41,41,链接至,wordP190-191,42,42,链接至,wordP193,43,