大唐发电厂施工图预算书毕业设计.docx

1、大唐发电厂施工图预算书毕业设计毕业设计题 目：大唐发电厂施工图预算书学 生 姓 名：宋静所在院系、专业：建筑工程系、工程造价班 级：造价1211指 导 教 师：张雪梅日 期：2015年05月22日摘 要本工程为大唐发电厂附属工程，位于长沙(北纬=28.12，东经=113.05)，本工程为剪力墙结构，建筑高度20.10m，建筑层数5层。本工程由规划部门批准的规划及建筑单体设计方案，勘探部门提供的地质资料，及甲方提供的条件和要求建设而成。其内容根据湖南省2006年消耗量定额（建筑、市政）计算规则、省建设厅湘建价2006330号“关于颁发湖南省建设工程计价办法及有关工程消耗量标准的通知” 规定等有关

2、资料以及本人根据所学知识和老师的知道，经过不断的计算验证和修改最终编辑而得到的成果。关键词：附属工程、建设、计算AbstractLaptops for datang power plant auxiliary project, located in changsha (= 28.12 north latitude and longitude = 28.12 ), the project for the shear wall structure, building height of 20.10 m, building number 5 layers.The project approved b

3、y the planning department of planning and single architectural design scheme of exploration division of geological data, and the construction of party a to provide the conditions and requirements.According to its content consumption quota in 2006 in hunan province (construction, municipal) calculati

4、on rules, the construction department of hunan province to build price 2006 no. 330 issued about hunan province construction project valuation way and related engineering for the announcement of standard of consumption regulation and other relevant information, and according to the knowledge and tea

5、chers know, after constant calculation verify and modify the final editing and get results.Keywords:accessory works, building,Concrete block,To calculate.1、大唐发电厂编制依据1.1工程名称大唐发电厂1#（面积1970m2）1.2编制依据（1）湖南省2006年消耗量定额（建筑、装饰）计算规则。（2）资兴市建筑设计院提供的施工图纸。（3）省建设厅湘建价2006330号“关于颁发湖南省建设工程计价办法及有关工程消耗量标准的通知” 规定（4）人工工

6、资按湘建价2009396号文标准建筑工程62元/工日、装饰工程78元/工日。（5）建筑材料市场价格按郴州市定额站2012年第三期材料价格文件及部分材料按资兴市场价调整。（水泥380元/吨、钢筋4500元/吨、河沙125元/吨）。（6）养老保险未计算。1.3 其他说明1.3.1建筑部分（1）土方按图纸挖1.6米基槽，实际土方量应根据实际方量签证计算。（2）附属工程如化粪池、排污管、地面硬化工程未列入本预算。（3）本预算所有混凝土均按自拌计算，如采用商品砼则另行调整。1.3.2装修部分（1）所有卫生间厨房墙面为水泥砂浆粉灰，其他墙面均为混合砂浆。（2）未计算阳台栏杆及楼梯栏杆扶手。3、主楼梯间踏步

7、按踏步砖，休息平台贴600*600地面砖，瓷砖踢脚线、楼梯底面、墙面、顶棚刮仿瓷两道。（3）所有地面均为水泥砂浆地面。4、室内天棚摸水泥砂浆一道。（4）、参照效果图计算了外墙线条等墙漆工程。5、门计算了入户、顶层楼梯间防盗门20樘，1800*2100楼梯大门2樘。1.4 各单位工程汇总项目名称建筑面积单位造价（元）经济指标（元/m2）建筑工程1970M21710703.64404.48装饰工程1970M2506434.85178.95合计1970M22302038.49613.442、工程计算书2.1 墙体计算式序号构件名称构件位置工程量计算式1砖基础体积 = 3.6504m3体积 = 3.6

8、504m31砖基础体积 = (6.48*1.5)*0.24-(0.1536+5.84*0.24)-(0.1152*0.5+0.36*0.24*0.5)-(0.24*0.24*0.5)*2)-(0.03*0.24*0.5)*4) = 0.6048m31砖基础体积 = (6.48*1.5)*0.24-(0.1536+5.84*0.24)-(0.1152*0.5+0.36*0.24*0.5)-(0.24*0.24*0.5)*2)-(0.03*0.24*0.5)*4) = 0.6048m31砖基础体积 = (6.48*1.5)*0.24-(0.1536+0.52*0.24+5.32*0.24)-(0.

9、1152*0.5+0.36*0.24*0.5)-(0.24*0.24*0.5)*2)-(0.03*0.24*0.5)*4) = 0.6048m31砖基础体积 = (6.48*1.5)*0.24-(0.1536+0.52*0.24+5.32*0.24)-(0.36*0.24*0.5+0.1152*0.5)-(0.24*0.24*0.5)*2)-(0.03*0.24*0.5)*4) = 0.6048m31砖基础体积 = (6.48*1.5)*0.24-(0.64*0.24+0.52*0.24+5.32*0.24)-(0.58*0.24*0.5+0.36*0.24*0.5) = 0.6648m31砖

10、基础体积 = (2.6*1.5)*0.24-(0.624*1)-(0.0288*0.5+0.0288*0.5) = 0.2832m31砖基础体积 = (2.6*1.5)*0.24-(0.624*1)-(0.0288*0.5+0.0288*0.5) = 0.2832m32砖基础-外体积 = 9.2976m3体积 = 9.2976m32砖基础-外体积 = (11.3*1.5)*0.24-(1.28*0.12+2.5584)-(0.6*0.24*0.5+0.1152*0.5+0.1152*0.5) = 1.1688m32砖基础-外体积 = (32.76*1.5)*0.24-(1.18*0.12)*4

11、+1.38*0.12+7.1304)-(0.4*0.24*0.5)*9+0.0672*0.5+0.0672*0.5) = 3.432m32砖基础-外体积 = (11.3*1.5)*0.24-(1.28*0.12+2.5584)-(0.1152*0.5+0.6*0.24*0.5+0.1152*0.5) = 1.1688m32砖基础-外体积 = (32.76*1.5)*0.24-(7.8624*1)-(0.4*0.24*0.5)*7+0.0672*0.5+0.0672*0.5) = 3.528m32.2 柱子计算式序号构件名称构件位置工程量计算式1KZ-1体积 = 2.5312m3体积 = 2.5

12、312m31KZ-1体积 = (0.4*0.6)*1.5-(0.16*1+0.08*1) = 0.12m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31KZ-1体积 = (0.4*0.6)*1.5-(0.48*0.4*1+0.12*0.4*1) = 0.12m31KZ-1体积 = (0.4*0.6)*1.5-(0.48*0.4*1+0.12*0.4*1) = 0.12m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4+0.041

13、1*0.4) = 0.12m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4+0.0411*0.4) = 0.12m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4+0.0411*0.4) = 0.12m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31KZ-1体积 = (0.4*0.6)*1.5-(0.08*1+0.16*1) = 0.12m31KZ-1体积 = (0.4*0.6)*1.5-(0.08*1

14、+0.16*1) = 0.12m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4+0.0411*0.4) = 0.12m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4+0.0411*0.4) = 0.12m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31KZ-1体积 = (0.4*0.6)*1.5-(0.558

15、9*0.4+0.0411*0.4) = 0.12m31KZ-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31KZ-1体积 = (0.4*0.6)*1.5-(0.08*1+0.16*1) = 0.12m31KZ-1模板面积 = 22.3424m2模板面积 = 22.3424m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.4*1)*2+(0.2+0.6)*1+0.4) = 1m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(0.4733+1) = 1.2928m21KZ-1模板面积 = (0.4

16、+0.6)*2)*1.5-(0.48*1)*2+(0.4*1)*2+(0.12*1)*2) = 1m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.48*1)*2+(0.4*1)*2+(0.12*1)*2) = 1m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(0.4733+1) = 1.2928m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(0.4733+1+0.5267) = 1m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2

17、+0.4*(0.4733+1) = 1.2928m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(0.4733+1+0.5267) = 1m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(0.4733+1+0.5267) = 1m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(0.4733+1) = 1.2928m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.4*1)*2+(0.4+0.6+0.2)*

18、1+1*0) = 1m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.4*1)*2+(0.6+0.2)*1+0.4) = 1m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(1+0.4733) = 1.2928m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(1+0.4733+0.5267) = 1m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(1+0.4733) = 1.2928m21KZ-1模板面积 = (0.4+0.

19、6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(1+0.4733+0.5267) = 1m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(1+0.4733) = 1.2928m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(1+0.4733+0.5267) = 1m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(1+0.4733) = 1.2928m21KZ-1模板面积 = (0.4+0.6)*2)*1.5-(0.4

20、*1)*2+(0.2+0.6+0.4)*1+0*1) = 1m22KZ-2体积 = 1.1078m3体积 = 1.1078m32KZ-2体积 = (0.6*0.6)*1.5-(0.5589*0.48+0.0885) = 0.1833m32KZ-2体积 = (0.6*0.6)*1.5-(0.5589*0.6+0.0193) = 0.1853m32KZ-2体积 = (0.6*0.6)*1.5-(0.5589*0.6+0.0193) = 0.1853m32KZ-2体积 = (0.6*0.6)*1.5-(0.5589*0.6+0.0193) = 0.1853m32KZ-2体积 = (0.6*0.6)*

21、1.5-(0.5589*0.6+0.0193) = 0.1853m32KZ-2体积 = (0.6*0.6)*1.5-(0.5589*0.48+0.0885) = 0.1833m32KZ-2模板面积 = 7.7982m2模板面积 = 7.7982m22KZ-2模板面积 = (0.6+0.6)*2)*1.5-(0.48+0.12+0.6)*1+0.5589+0.48*0.4733+0.3317) = 1.2821m22KZ-2模板面积 = (0.6+0.6)*2)*1.5-(0.5589)*2+0.6*(1+0.4733)+0.0411+0.2486) = 1.3085m22KZ-2模板面积 =

22、(0.6+0.6)*2)*1.5-(0.5589)*2+0.6*(1+0.4733)+0.0411+0.2486) = 1.3085m22KZ-2模板面积 = (0.6+0.6)*2)*1.5-(0.5589)*2+0.6*(1+0.4733)+0.0411+0.2486) = 1.3085m22KZ-2模板面积 = (0.6+0.6)*2)*1.5-(0.5589)*2+0.6*(1+0.4733)+0.0411+0.2486) = 1.3085m22KZ-2模板面积 = (0.6+0.6)*2)*1.5-(0.48+0.6+0.12)*1+0.5589+0.48*0.4733+0.3317

23、) = 1.2821m23KZ-3体积 = 0.245m3体积 = 0.245m33KZ-3体积 = (0.7*0.7)*1.5-(0.6046*0.7+0.0954*0.7) = 0.245m33KZ-3模板面积 = 1.4m2模板面积 = 1.4m23KZ-3模板面积 = (0.7+0.7)*2)*1.5-(0.6046)*2+(0.0954)*2+0.7*(1+0.44+0.56) = 1.4m22.3 构造柱计算式序号构件名称构件位置工程量计算式1GZ-1体积 = 0.288m3体积 = 0.288m31GZ-1体积 = 1.5*(0.24*0.24)+0.0072-(0.24*0.24*1) = 0.036m31GZ-1体积 = 1.5*(0.24