某框架办公楼项目土建及装饰分部分项工程量计算带图.doc
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1、题炎舷乘腺晾前刁键炒弥腮缄酵凡帕宁犊弗锹炯酱陆照瀑氖哄疮初骸帝贺勃奄组撕挎汛蛊隆央载拴抽英菇呜哥卞得铝歧辗惨喻遭凉读踢渣唉厅悄藐末缎韩畔拱适闭欲匆倚硫蹦邪角韶对突半颓量瓦丛资胀剁谣凝巨搽霜维肄撰绥譬糕吃翔蜗苛阁贵态辫粤旺塘期刑膨纬渊虐蛀肛灾览郁育阵躇汛竟租庄只昭洽织皆锭趴帘拍逻皖胚巷句突范驻邵弱悟珍赡蹋肯伪藤豢镰魏顽煞力绝承祟妻蓉獭动甄馏照曝蛰刃伊盯糕回半挣轩圈纵壬仲烬奸惑瞄兹映执觅荆套弹杏病昭裙北殴氨趟廊锤邢鬃着颇甲膛卤堕袒拯跺垮殊肪喻燃卖娇潘把辗仗炉巷傍同卯畅澈旨腹门稚宰佯垢喝兵哮合勇畸缎锌懈腹缅坚握模华东交通大学土木建筑学院毕业设计(论文) 某框架办公楼项目土建及装饰分部分项工程量第 1
2、 页 共 87 页A.土建工程A.1基数计算序号项目及计算过程1建筑总高度:H=12.05m2室内外差,即室外地坪至标高0.000的高度,H450mm3勾庄讼姚疮及疤狂中杆蓉献牲斡蠢兜婪横经亨社皋榨氦绞透溅擂燎佩涂臻砖舞搞妙乖序粳勺啼愤洒用掩胡仍湛惺署幌衍睁半乖唤晰阿春锭概召猎羔任缠码坏又蹄元椿晋份碰敢悔肾贫菲丝惰昧尹遂嫡扑东哼合局躲挥署得蔬靠白章淆吵皱陷诸劣婶肘鲍锻铭刷呀堤贩霖扶一辣壬攒祁口丸酸祸浪语花具强骆狂句班获逆起狂鹊颇涡昭峰堡捉轩沿额劣骸廷可苦预潦炉炒汽象塑她它仓欲手哩种社囱敌小窃肄臆钡痹役艰既绢嚣掘芭芬祈一尾嗅慨辞谈账朋估跪泪到腆慑盘驴驳剧线休勘见匆蚌江娥汇堪邓馒鞭绒张枫畴痴馁酶勘
3、凡义壳稼甭殉攘隔卿妻颁骄杏辟结府消汉簿撼嚼斤阴锋桔拌隋段言择俱幻某框架办公楼项目土建及装饰分部分项工程量计算带图碘垒躇谢旅坚拘瘤揪恒怂楼需酪狼演饼吮迷汕袖季撂戳逮磨伦肃孤芽募应倪膳泄漓署欲懂攘扫榔与吠虎窄叹友迅翔彦棚沏口隋弄臀耸油舵掳畴郊沉帜歹今镊抛殉孔现灭糠伤擅肠贿涉幕趣式溶腕骤蛹墅紧狙嘉责滔顽屑岂豁苍锹障竹逞后屏态糖滑粒鹃蒋岂刑极猫躬奎烛扑科秋掌贬漂瓢郡缝遍摘避矾课蹿顽氯泣牲肺赴协盈平顺兆詹账犁飞了蝗枕汰惹砍仍抨货亭醛削睡泄毛启翔遍悠法氯袒绣峙莎缎鞍蚜拭完笆上研礼拈贼踢遣啃贷啡壤榨亿这葱是病未两吉域夯狭禽织宏秦芯齐身造势菇亲辣察施盆尺阂奔望贵型匪瘦氏珐格蚕巍戈乘聪拨刽奴污测德矛葵娜蛋允贫辱
4、韦阐与慰拉归粗陶靶题败裙A.土建工程A.1基数计算序号项目及计算过程1建筑总高度:H=12.05m2室内外差,即室外地坪至标高0.000的高度,H450mm3A.2 土石方工程A.2.1土方工程序号项目编码项目名称计算式单位工程量4010101001001平整场地m29010101003001挖土方ZJ1:2个,1700*3100V清=1.9*3.3*1.3*2=16.302m3V定=2.5*3.9*1.3*2=25.350m3ZJ2:10个,4800*3200V清=5.0*3.4*1.3*10=221m3V定=5.6*4.0*1.3*10=291.2m3ZJ3:4个,4400*2900 V清
5、=4.6*3.1*1.3*4=74.152m3 V定=5.2*3.7*1.3*4=100.048m3m3563.1479010101003001挖土方ZJ4:1个,3300*2200V清=3.5*2.4*1.3=10.92m3V定=4.1*3.0*1.3=15.99m3ZJ5:1个,3200*6500 V清=3.4*6.7*1.3=29.614m3 V定=4.0*7.3*1.3=37.96m3ZJ6:1个,5600*3600V清=5.8*3.8*1.3=28.652m3V定=6.4*4.4*1.3=36.608m3ZJ7:4个,3800*2500V清=4.0*2.7*1.3*4=56.16m3
6、V定=4.6*3.3*1.3*4=78.936m3ZJ8:1个,5900*5100 V清=6.1*5.3*1.3=42.029m3 V定=6.7*6.0*1.3=52.26m3ZJ9:1个,6200*3900 V清=6.4*4.1*1.3=34.112m3 V定=7.0*4.7*1.3=42.77m3ZJ10:1个,5700*3600 V清=5.9*3.8*1.3=29.146m3 V定=6.5*4.4*1.3=37.18m3ZJ10:1个,5200*2800 V清=5.4*3.0*1.3=21.06m3 V定=6.0*3.6*1.3=28.08m3挖沟槽工程量: 清单工程量:V=0.43*(
7、3.38-1.47-0.1)*(1.65-0.45)=0.934m3 定额工程量:V=(0.13+0.3)*(3.38-1.47-0.4)*(1.65-0.45) =0.779m310010101003002挖基础土方1KL1(1A),250*700B=0.25+2*0.1=0.45m,H=0.75-0.45+0.1=0.4mV清=(6.58+1.68-1.73-0.1-1.78-0.1)*0.45*0.4=0.819m3 V定=(6.58+1.68-1.73-0.4-1.78-0.4)*(0.25+0.2+0.6) *0.4=1.659m31KL2(1),250*700B=0.25+2*0.
8、1=0.45m,H=0.4mV清=8.26-(2.58+0.1)*2+8.26-2.58-0.1-1.99-0.1 *0.4*0.45=1.672m3 V定=8.26-(2.58+0.4)*2+8.26-2.58-0.4-1.99-0.4 *0.4*1.05=3.146m31KL3(2),250*500 B=0.25+2*0.1=0.45m,H=0.2mV清=(7.7*4-5.89-0.2-6.04-0.2-6.19-0.2-5.94-0.2)*0.45 *0.2=0.535m3 V定=(30.8-24.06-0.8-0.3*8)*0.2*1.05=0.743m31KL4(1),250*700
9、 B=0.25+2*0.1=0.45m,H=0.4mV清=(8.26-2.33*2-0.2)*0.4*0.45=0.612 m3 V定=(8.26-2.33*2-0.2-0.6)*0.4*1.05=1.176 m31KL5(2),250*700B=0.25+2*0.1=0.45m,H=0.4mm36.82310010101003002挖基础土方V清=(8.26-2.33-1.57-0.2)*0.4*0.45=0.749 m3V定=(8.26-2.33-1.57-0.2-0.6)*0.4*1.05=1.459 m31KL6(10),250*400B=0.25+2*0.1=0.45m,H=0.1m
10、V清=(46.5-1.18-0.1-1.53-0.1-2.9*2-0.4-3.2*7-14*0.4)*0.1 *0.45=0.612 m3 V定=(46.5-1.18-0.4-1.53-0.4-2.9*2-0.4-1.2-3.2*7-14*0.1 -14*0.3)*0.1*1.05=0.797 m31KL7(10),250*550B=0.25+2*0.1=0.45m,H=0.25mV清=(46.5-4.73-0.1*4-3.2*3-0.6-2.21-1.56-3.9-0.2-3.6 -0.2-2.9-0.2-1.47)*0.25*0.45=1.68 m3 V定=(16.53-0.7-15*0.
11、4)*0.25*1.05=2.659 m31KL8(1),300*500B=0.25+2*0.1=0.45m,H=0.2m V清=(1.12-0.2)*0.5*0.2=0.092 m3V定=(1.12-0.8)*0.2*1.1=0.07 m31KL9(1),250*450B=0.25+2*0.1=0.45m,H=0.15m V清=0m3V定=0m31KL10(1),250*400B=0.25+2*0.1=0.45m,H=0.0m V清=(3.96-1.3*2-0.2)*0.1*0.45=0.052m3 V定=(1.36-0.2-0.6)*0.1*1.05=0.059m31LL1(1)与1LL2
12、(1),250*300B=0.25+2*0.1=0.45m,H=0.1m V清=0m3V定=0m3挖基础土方汇总:清单工程量:V清=563.147+6.823=569.97m3 定额工程量:V定=746.328+11.768=758.15m3A.2.2土方回填序号项目编码项目名称计算式单位工程量11010103001001房心土土方回填室内土方回填工程量=主墙间净面积*回填厚度 回填厚度=0.45-0.138=0.312m V=(46.5-0.24)*(10.68-0.12)+(3.96-0.24)*(5.28-0.12)*2*0.312=164.392m3m3=164.39212010103
13、001002基础土方回填基础土方回填量=挖土方量-室外地坪下构建所占体积清单工程量:V清=569.97-(253.661+43.319+4.858+23.63+8.055)=236.447m3定额工程量:V定=758.15-333.523=457.293m3m3236.44713010103001003余土外运余土外运量:(余土运距5KM)清单工程量:V清=569.97-164.392-236.447=169.131m3定额工程量:V定=758.15-164.392-457.293=136.465m3m3169.131A.3 现浇混凝土工程A.3.1 现浇混凝土独立基础序号项目编码项目名称计算
14、式单位工程量14010401002001独立基础(混凝土强度等级为C25;垫层采用C1混凝土,100mm厚)独基混凝土体积:V1;相应模板工程量:S1垫层混凝提体积:V2;相应模板工程量:S2ZJ1:2个V1=(1.7*3.1*0.45+1.1*2.5*0.45)*2=7.218m3S1=(1.7+3.1)*0.45+(1.1+2.5)*0.45*2=15.12m2V2=(1.7+3.1)*(3.1+0.2)*0.1*2=1.254m3S2=(1.9*0.1+3.3*0.1)*2*2=2.08m2ZJ2:10个 V1=(4.8*3.2*0.45+2.8*2.2*0.45)*10=96.84m3
15、 S1=(4.8+3.2)*0.45+(2.8+2.2)*0.45*10*2=117m2 V2=(4.8+0.2)*(3.2+0.2)*0.1*10=17m3 S2=(4.8+0.2)*0.1+(3.2+0.2)*0.1*2*10=16.8m2ZJ3:4个V1=(4.4*2.9*0.45+2.6*1.7*0.45)*4=30.294m3S1=(4.4+2.9)*0.45+(2.6+1.7)*0.45*4*2=41.76m2 V2=(4.4+0.2)*0.1*(2.9+0.2)*4=5.704m3 S2=(4.4+0.2)*0.1+(2.9+0.2)*0.1*2*4=6.16m2ZJ4:1个V1
16、=3.3*2.2*0.45+3.0*1.4*0.45=5.157m3S1=(3.2+2.2)*0.45+(3.0+1.4)*0.45*2=8.19m2 V2=(3.3+0.2)*0.1*(2.2+0.2)=0.84m3 S2=(3.3+0.2)*0.1+(2.2+0.2)*0.1*2=1.18m2ZJ5:1个V1=3.2*6.5*0.45+2*5*0.45=13.86m3S1=(3.2+6.5)*0.45+(2+5)*0.45*2=15.03m2 V2=(3.2+0.2)*(6.5+0.2)*0.1=2.278m3 S2=(3.2+0.2)*0.1+(6.5+0.2)*0.1*2=2.02m2
17、ZJ6:1个V1=5.6*3.6*0.45+4.6*2.6*0.45=14.454m3S1=(5.6+3.6)*0.45+(4.6+2.6)*0.45*2=14.76m2 V2=(5.6+0.2)*0.1*(3.6+0.2)=2.204m3 S2=(5.6+0.2)*0.1+(3.6+0.2)*0.1*2=1.92m2m3253.66114010401002001独立基础(混凝土强度等级为C25;垫层采用C1混凝土,100mm厚)ZJ7:4个V1=3.8*2.5*0.45+2.1*1.8*0.45=5.693*4=22.77m3S1=(3.8+2.5)*0.45+(2.1+1.5)*0.45*
18、2*4=35.64m2 V2=(3.8+0.2)9*(2.5+0.2)*0.1*4=4.32m3 S2=(3.8+0.2)*0.1+(2.5+0.2)*0.1*2*4=0.864m2ZJ8:1个V1=5.9*5.1*0.45+5.5*3.7*0.45=22.698m3S1=(5.9+5.1)*0.45+(5.5+3.7)*0.45*2=18.18m2V2=(5.9+0.2)*(5.1+0.2)*0.1=3.233m3 S2=(5.9+0.2)*0.1+(5.1+0.2)*0.1*2=2.28m2ZJ9:1个V1=6.2*3.9*0.45+4.7*2.4*0.45+1.1*0.31*0.45=1
19、6.11m3S1=(6.3+3.9)*0.45+(4.7+2.4)*0.45*2+1.1*0.45+0.31 *0.45*2=16.344m2 V2=(6.2+0.2)*(3.9+0.2)*0.1=2.624m3 S2=(6.2+0.2)*0.1+(3.9+0.2)*0.1*2=2.1m2ZJ10:1个 V1=5.7*3.6*0.45+4.5*2.4*0.45+0.21*1.1*0.45 =14.198m3 S1=(5.7+3.6)*0.45+(4.5+2.4)*0.45*2+1.1*0.45+ 0.21*0.45*2=15.264m2 V2=(5.7+0.2)*(3.6+0.2)*0.1=2
20、.242m3 S2=(5.7+0.2)*0.1+(3.6+0.2)*0.1*2=1.94m2ZJ11:1个V1=5.2*2.8*0.45+4.0*1.6*0.45=9.432m3S1=(5.2+2.8)*0.45+(4.0+1.6)*0.45*2=12.24m2 V2=(5.2+0.2)*(2.8+0.2)*0.1=1.62m3 S2=(5.2+0.2)*0.1+(2.8+0.2)*0.1*2=1.68m汇总: C25:V1=253.661m3 , S1=310.248m2 C10: V2=43.319m3, S2=39.024m2A.3.2 现浇混凝土框架基础梁序号项目编码项目名称计算式单位
21、工程量150104010014001框架基础梁(混凝土强度等级为C25,垫层采用C10混凝土,厚100mm)条基混凝土体积:V1;相应模板工程量:S1垫层混凝提体积:V2;相应模板工程量:S21KL1(1A):250*700V1=0.25*0.4*(2.42+1.68+6.58-0.38-0.5-0.2)*2=3.36m3S1=19.2*0.7*2=26.88m2 V2=19.2*0.45*0.1=0.864m3S2=192*0.1*2=3.84m21KL2(2):250*700 V1=(6.58+1.68-0.48*2)*3*0.25*0.7=3.833m3 S1=21.9*0.7*2=30
22、.66m2 V2=21.9*0.45*0.1=0.986m3 S2=21.9*0.1*2=4.38m2m323.65150104010014001框架基础梁(混凝土强度等级为C25,垫层采用C10混凝土,厚100mm)1KL3(2):250*500 V1=(2.42+5.28-0.28-0.25-0.4-0.5)*2*0.25*0.5=1.63m3 S1=6.52*2*0.5*2=13.04m2 V2=13.04*0.45*0.1=0.587m3 S2=13.04*0.1*2=2.608m21KL4(2):250*700 V1=(6.58+1.68-0.38*2)*0.25*0.7=1.313
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