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1、长沙河西机械厂车间工程量计算1 课程设计任务通过对机械厂车间的算量熟悉建筑工程工程量清单计价工作的全过程；掌握建筑工程工程量清单的编制以及工程量清单计价的内容、编制步骤和方法；了解建筑工程工程量清单计价方法与定额计价方法的异同。基本具备用工程量清单计价方法编制建筑工程施工图预算、确定建筑工程造价工作所必需的能力。2 工程概况长沙河西机械厂车间层数为三层，建筑总高度为11.4米，0.000标高由现场确定。工程结构形式为框架结构，基础形式为独立基础和桩基础结合。建筑结构安全等级为二级，耐火等级为二级，设计合理使用年限为50年。抗震设防烈度为6度，抗震等级为四级,场地类别为类，抗震设防类别为标准设防
2、类（丙类），场地类别为二类。本施工图依据规划局所批红线图，建设单位所批方案以及地质勘察所提供的地质报告进行设计。2.1墙体 各层平面图中墙体厚度除注明外，其余均为240厚，砖及砂浆标号详结施。2.2 屋面屋面防水等级为II级，防水层耐用年限为15年。防水做法详建施屋顶大样。2.3 门窗，油漆工程宿舍门为木门，门框灌1：2水泥砂浆外墙窗户均为采用普通中空玻璃楼梯栏杆做法详05ZJ401- W/14所有面漆除特别注明外应做二道所有木门均为米黄色调和漆2.4 楼板单向板底筋的分布筋及单向板、双向板支座的分布筋，除图中注明外，屋面及外露结构采用6200，楼面采用6250。双向板之板底钢筋，短向钢筋放在
3、底层，长向钢筋放在短向钢筋之上。对于板两边均嵌固在墙内的各楼层端跨板的端角处，在L1/4短跨长度范围内，板支座面筋应加强，详见墙角楼板配筋图，该钢筋直径同该楼板面钢筋且不小于8，其间距取100。对于配有双层钢筋的楼板除注明者外，均应加支撑钢筋，其型式如几支撑钢筋的高度h除另有注明外，取h=板厚20，以保证上下层钢筋位置准确，支撑位8，每平方米设置一个。跨度大于4米的板、要求板跨中起拱L/400。楼板开洞除图中注明外，当洞宽小于300时，可不设附加筋，板上钢筋绕过洞外，不需切断。上下水管道及设备孔洞均需按平面图位置及大小预留，不得事后开凿。凡屋面为反梁结构，需按排水方向，位置及大小预留过水洞，不
4、得事后开凿。凡未标注标高的梁，梁顶标高均同该层楼面标高。露台和坡屋面，面层未配罩筋部分，加配温度钢筋6250，与罩筋搭接长度为300.2.5 梁对于跨度为4米和4米以上的梁，应注意按施工规范起拱。由于设备需要在梁开洞或设预埋件，应严格按照设计图纸规定。设置预留孔不得事后开凿。在浇筑混凝土前经验检查符合设计要求后，方可浇混凝土。对于楼层悬臂梁，其根部伸入墙体的长度为挑出长度的1.5倍且不小于2.0m。对于屋顶的悬臂梁，其根部伸入墙体的长度为挑出长度的2.1倍且不小于2.0m。2.6 柱各楼层结构平面图中，凡未标注柱边线定位尺寸者，该柱截面中心线即为该方向建筑轴线。柱其他构造要求见柱施工图。2.7
5、 其他楼梯板上120砖墙下无梁时，须在板底增设2B16钢筋，钢筋两侧锚入梁内。卫生间板底比相应楼层底板低500mm，洗漱间、卫生间面标高除标注外其标高比相应楼层低20mm及30mm，洗漱间、卫生间反边顶高出楼面120mm。2.8 设计依据本工程采用标准图集：中南建筑配件图集节能设计标准图集。结构设计按建筑结构荷载规范（GB500092001）2006版；多孔砌体结构设计规范（JGJ1372001）；建筑地基基础设计规范（GB500072002）；建筑抗震设计规范（GB500112001）2008年版本；混凝土结构设计规范（GB500102002）;砌体结构设计规范（GB500032001）；其
6、他相关国家现行规范、规程。建筑工程抗震设防分类标准（GB502232008）进行设计。3 课程设计编制依据该课程设计根据图纸及图纸要求，查找规范，根据G101平法钢筋计算精讲国家建筑标准设计图集11个01-1及工程量清单计价与实例讲解系列丛书等，按照工程量清单的计价规范列项目编码并计算工程量，汇总成表格，完成了此次课程设计。分部分项工程工程量计算结果及计算式见下表及附表:表1 分部分项工程量基础层一、梁序号构件名称构件位置工程量计算式1JKL-1体积 = 0.7688m3体积 = (0.3*0.5*5.125) = 0.7688m3模板体积 = 0.7688m3模板体积 = 0.7688 =
7、0.7688m32JKL-2体积 = 0.9219m3体积 = (0.25*0.5*7.5)-0.0156 = 0.9219m3模板体积 = 0.9219m3模板体积 = 0.9219 = 0.9219m33JKL-3体积 = 0.6875m3体积 = (0.25*0.5*5.625)-0.0156 = 0.6875m3模板体积 = 0.6875m3模板体积 = 0.6875 = 0.6875m34JKL-4体积 = 0.9063m3体积 = (0.25*0.5*7.5)-0.0313 = 0.9063m3模板体积 = 0.9063m3模板体积 = 0.9063 = 0.9063m35JKL-
8、5体积 = 0.525m3体积 = (0.25*0.4*5.499)-0.0249 = 0.525m3模板体积 = 0.525m3模板体积 = 0.525 = 0.525m36JKL-6体积 = 1.9875m3体积 = (0.25*0.6*13.25) = 1.9875m3模板体积 = 1.9875m3模板体积 = 1.9875 = 1.9875m37JKL-7体积 = 1.4844m3体积 = (0.25*0.5*4) = 0.5m3体积 = (0.25*0.5*4) = 0.5m3体积 = (0.25*0.5*4)-0.0156 = 0.4844m3模板体积 = 1.4844m3模板体积
9、 = 0.5 = 0.5m3模板体积 = 0.5 = 0.5m3模板体积 = 0.4844 = 0.4844m38JKL-8体积 = 0.3725m3体积 = (0.25*0.4*4)-0.0275 = 0.3725m3模板体积 = 0.3725m3模板体积 = 0.3725 = 0.3725m39JKL-9体积 = 0.9844m3体积 = (0.25*0.5*8)-0.0156 = 0.9844m3模板体积 = 0.9844m3模板体积 = 0.9844 = 0.9844m310JKL-10体积 = 0.575m3体积 = (0.25*0.4*3.3)-0.0125 = 0.3175m3体
10、积 = (0.25*0.4*2.7)-0.0125 = 0.2575m3模板体积 = 0.575m3模板体积 = 0.3175 = 0.3175m3模板体积 = 0.2575 = 0.2575m3二、基坑土方序号构件名称构件位置工程量计算式1JK-1土方体积 = 17.68m3土方体积 = (3.4*2.6)*1) = 8.84m3土方体积 = (3.4*2.6)*1) = 8.84m3素土回填体积 = 10.4507m3素土回填体积 = 8.84-(0.3138+2.8+0.56) = 5.1663m3素土回填体积 = 8.84-(0.1956+2.8+0.56) = 5.2844m32JK
11、-2土方体积 = 6.5m3土方体积 = (2.6*2.5)*1) = 6.5m3素土回填体积 = 4.0875m3素土回填体积 = 6.5-(0.1325+1.9+0.38) = 4.0875m3三、独立基础序号构件名称构件位置工程量计算式1 DJ-1-1DJ-1体积 = 5.6m3体积 = (2*2.8*0.5) = 2.8m3体积 = (2*2.8*0.5) = 2.8m3模板体积 = 5.6m3模板体积 = 2.8 = 2.8m3模板体积 = 2.8 = 2.8m32 DJ-2-1DJ-2体积 = 1.9m3体积 = (2*1.9*0.5) = 1.9m3模板体积 = 1.9m3模板体
12、积 = 1.9 = 1.9m3四、垫层序号构件名称构件位置工程量计算式1DC-1体积 = 1.12m3体积 = (2*2.8*0.1) = 0.56m3体积 = (2*2.8*0.1) = 0.56m3模板体积 = 1.12m3模板体积 = 0.56 = 0.56m3模板体积 = 0.56 = 0.56m32DC-2体积 = 0.38m3体积 = (2*1.9*0.1) = 0.38m3模板体积 = 0.38m3模板体积 = 0.38 = 0.38m3首层一、墙序号构件名称构件位置工程量计算式1Q-1外墙体积 = 28.4794m3体积 = (5*4.2)*0.24-0.6552-0.522
13、= 3.8628m3体积 = (4*4.2-2.7)*0.24-0.2772-0.3456 = 2.7612m3体积 = (2.5*4.2)*0.24-0.2772-0.3204 = 1.9224m3体积 = (2*4.2-2.16)*0.24-0.2772-0.2691 = 0.9513m3体积 = (5.5*4.2-2.7)*0.24-0.378-0.6 = 3.918m3体积 = (6*4.2-5.4)*0.24-0.9576-0.303 = 3.4914m3体积 = (13*4.2)*0.24-1.1592-1.7064 = 10.2384m3体积 = (12*4.2-35.112)*
14、0.24-1.3128-1.0224 = 1.3339m32Q-2内墙体积 = 6.7864m3体积 = (5.379*4.2)*0.24-0.1562-0.612-0.0015 = 4.6523m3体积 = (2.46*4.2-1.44)*0.24 = 2.1341m3二、梁序号构件名称构件位置工程量计算式1KL-1(1A)250*500体积 = 0.7688m3体积 = (0.25*0.5*7.05)-0.1125 = 0.7688m3模板体积 = 0.7688m3模板体积 = 0.7688 = 0.7688m32KL-2(1A)250*600体积 = 1.2975m3体积 = (0.25
15、*0.6*9.425)-0.1163 = 1.2975m3模板体积 = 1.2975m3模板体积 = 1.2975 = 1.2975m33KL-3250*500体积 = 0.625m3体积 = (0.25*0.5*5.375)-0.0313-0.0156 = 0.625m3模板体积 = 0.625m3模板体积 = 0.625 = 0.625m34KL-4(1A)250*600体积 = 1.32m3体积 = (0.25*0.6*9.425)-0.0938 = 1.32m3模板体积 = 1.32m3模板体积 = 1.32 = 1.32m35KL-5250*500体积 = 0.6375m3体积 =
16、(0.25*0.5*5.499)-0.0344-0.0155 = 0.6375m3模板体积 = 0.6375m3模板体积 = 0.6375 = 0.6375m36KL-6(2A)250*600体积 = 2.0475m3体积 = (0.25*0.6*14.925)-0.1913 = 2.0475m3模板体积 = 2.0475m3模板体积 = 2.0475 = 2.0475m37L-2250*400体积 = 1.125m3体积 = (0.25*0.4*12)-0.075 = 1.125m3模板体积 = 1.125m3模板体积 = 1.125 = 1.125m38KL-7250*400体积 = 1.
17、065m3体积 = (0.25*0.4*12)-0.135 = 1.065m3模板体积 = 1.065m3模板体积 = 1.065 = 1.065m39KL-8250*400体积 = 0.36m3体积 = (0.25*0.4*4)-0.0275-0.0125 = 0.36m3模板体积 = 0.36m3模板体积 = 0.36 = 0.36m310KL-9250*650体积 = 1.1456m3体积 = (0.25*0.65*8.25)-0.195 = 1.1456m3模板体积 = 1.1456m3模板体积 = 1.1456 = 1.1456m311KL-10250*500体积 = 0.6313m
18、3体积 = (0.25*0.5*6)-0.1188 = 0.6313m3模板体积 = 0.6313m3模板体积 = 0.6313 = 0.6313m312L-3250*450体积 = 0.3431m3体积 = (0.25*0.45*3.4077)-0.0402 = 0.3431m3模板体积 = 0.3431m3模板体积 = 0.3431 = 0.3431m3三、现浇板序号构件名称构件位置工程量计算式1XB-1体积 = 9.894m3体积 = (4*1.8)*0.1)-0.0059-0.1328 = 0.5813m3体积 = (5*4)*0.1)-0.0254-0.2013 = 1.7734m3
19、体积 = (7.5*4)*0.1)-0.0251-0.2622 = 2.7128m3体积 = (4*1.8)*0.1)-0.005-0.1338 = 0.5813m3体积 = (4*1.8)*0.1)-0.0059-0.1328 = 0.5813m3体积 = (7.5*4)*0.1)-0.0238-0.2631 = 2.7131m3体积 = (3.4*3.3)*0.1)-0.015-0.1563 = 0.9508m3模板体积 = 9.894m3模板体积 = 0.5813 = 0.5813m3模板体积 = 1.7734 = 1.7734m3模板体积 = 2.7128 = 2.7128m3模板体积
20、 = 0.5813 = 0.5813m3模板体积 = 0.5813 = 0.5813m3模板体积 = 2.7131 = 2.7131m3模板体积 = 0.9508 = 0.9508m32XB-2体积 = 0.4193m3体积 = (3.3*1.975)*0.08)-0.0079-0.0943 = 0.4193m3模板体积 = 0.4193m3模板体积 = 0.4193 = 0.4193m3四、柱序号构件名称构件位置工程量计算式1KZ-1体积 = 0.84m3体积 = (0.4*0.5)*4.2 = 0.84m3模板体积 = 0.84m3模板体积 = 0.84 = 0.84m32KZ-2体积 =
21、 2.52m3体积 = (0.4*0.5)*4.2 = 0.84m3体积 = (0.4*0.5)*4.2 = 0.84m3体积 = (0.4*0.5)*4.2 = 0.84m3模板体积 = 2.52m3模板体积 = 0.84 = 0.84m3模板体积 = 0.84 = 0.84m3模板体积 = 0.84 = 0.84m33KZ-3体积 = 1.68m3体积 = (0.4*0.5)*4.2 = 0.84m3体积 = (0.4*0.5)*4.2 = 0.84m3模板体积 = 1.68m3模板体积 = 0.84 = 0.84m3模板体积 = 0.84 = 0.84m34KZ-4体积 = 0.672m
22、3体积 = (0.4*0.4)*4.2 = 0.672m3模板体积 = 0.672m3模板体积 = 0.672 = 0.672m35KZ-5体积 = 0.672m3体积 = (0.4*0.4)*4.2 = 0.672m3模板体积 = 0.672m3模板体积 = 0.672 = 0.672m36KZ-6体积 = 0.84m3体积 = (0.4*0.5)*4.2 = 0.84m3模板体积 = 0.84m3模板体积 = 0.84 = 0.84m37KZ-7体积 = 0.672m3体积 = (0.4*0.4)*4.2 = 0.672m3模板体积 = 0.672m3模板体积 = 0.672 = 0.67
23、2m38KZ-8体积 = 0.672m3体积 = (0.4*0.4)*4.2 = 0.672m3模板体积 = 0.672m3模板体积 = 0.672 = 0.672m3第2层一、墙序号构件名称构件位置工程量计算式1Q-1外墙体积 = 31.0905m3体积 = (6.8*3.6)*0.24-0.6696-0.5784 = 4.6272m3体积 = (4*3.6-3.24)*0.24-0.2376-0.3456 = 2.0952m3体积 = (2.5*3.6)*0.24-0.2376-0.3204 = 1.602m3体积 = (2*3.6-2.16)*0.24-0.2376-0.2691 = 0
24、.7029m3体积 = (5.5*3.6-3.24)*0.24-0.324-0.6 = 3.0504m3体积 = (6*3.6-5.94)*0.24-0.8208-0.606 = 2.3316m3体积 = (14.8*3.6)*0.24-1.1016-1.9476 = 9.738m3体积 = (12*3.6-9.72)*0.24-1.092 = 6.9432m32Q-2内墙体积 = 6.5718m3体积 = (1.86*3.6)*0.24-0.111-0.0135 = 1.4825m3体积 = (5.379*3.6)*0.24-0.3499-0.7163 = 3.5813m3体积 = (1.4
25、8*3.6-1.68)*0.24-0.1593-0.0001 = 0.7162m3体积 = (1.58*3.6-1.68)*0.24-0.1701-0.0001 = 0.7918m3二、梁序号构件名称构件位置工程量计算式1JKL-1(1A)250*400体积 = 0.6025m3体积 = (0.25*0.4*5)-0.065 = 0.435m3体积 = (0.25*0.4*1.8)-0.0125 = 0.1675m3模板体积 = 0.6025m3模板体积 = 0.435 = 0.435m3模板体积 = 0.1675 = 0.1675m32JKL-2(1A)250*600体积 = 1.2975m
26、3体积 = (0.25*0.6*7.5)-0.0975 = 1.0275m3体积 = (0.25*0.6*1.925)-0.0188 = 0.27m3模板体积 = 1.2975m3模板体积 = 1.0275 = 1.0275m3模板体积 = 0.27 = 0.27m33JKL-3250*500体积 = 0.625m3体积 = (0.25*0.5*5.5)-0.0469-0.0156 = 0.625m3模板体积 = 0.625m3模板体积 = 0.625 = 0.625m34JKL-4(1A)250*600体积 = 1.32m3体积 = (0.25*0.6*7.5)-0.0563-0.0188
27、= 1.05m3体积 = (0.25*0.6*1.925)-0.0188 = 0.27m3模板体积 = 1.32m3模板体积 = 1.05 = 1.05m3模板体积 = 0.27 = 0.27m35JKL-5250*600体积 = 0.7461m3体积 = (0.25*0.6*5.624)-0.0975 = 0.7461m3模板体积 = 0.7461m3模板体积 = 0.7461 = 0.7461m36JKL-6(2A)250*600体积 = 2.0475m3体积 = (0.25*0.6*5.625)-0.1163 = 0.7275m3体积 = (0.25*0.6*7.5)-0.075 = 1
28、.05m3体积 = (0.25*0.6*1.925)-0.0188 = 0.27m3模板体积 = 2.0475m3模板体积 = 0.7275 = 0.7275m3模板体积 = 1.05 = 1.05m3模板体积 = 0.27 = 0.27m37JL-1150*400体积 = 0.111m3体积 = (0.15*0.4*2.1)-0.015 = 0.111m3模板体积 = 0.111m3模板体积 = 0.111 = 0.111m38JL-2250*400体积 = 1.1375m3体积 = (0.25*0.4*4)-0.0125 = 0.3875m3体积 = (0.25*0.4*4)-0.025
29、= 0.375m3体积 = (0.25*0.4*4)-0.025 = 0.375m3模板体积 = 1.1375m3模板体积 = 0.3875 = 0.3875m3模板体积 = 0.375 = 0.375m3模板体积 = 0.375 = 0.375m39JKL-7250*400体积 = 1.065m3体积 = (0.25*0.4*4)-0.0475 = 0.3525m3体积 = (0.25*0.4*4)-0.04 = 0.36m3体积 = (0.25*0.4*4)-0.0475 = 0.3525m3模板体积 = 1.065m3模板体积 = 0.3525 = 0.3525m3模板体积 = 0.36
30、 = 0.36m3模板体积 = 0.3525 = 0.3525m310JKL-8250*400体积 = 0.36m3体积 = (0.25*0.4*4)-0.0275-0.0125 = 0.36m3模板体积 = 0.36m3模板体积 = 0.36 = 0.36m311JKL-9250*650体积 = 1.1456m3体积 = (0.25*0.65*4.125)-0.065 = 0.6053m3体积 = (0.25*0.65*4.125)-0.13 = 0.5403m3模板体积 = 1.1456m3模板体积 = 0.6053 = 0.6053m3模板体积 = 0.5403 = 0.5403m312
31、JL-3250*450体积 = 0.3431m3体积 = (0.25*0.45*3.4077)-0.0402 = 0.3431m3模板体积 = 0.3431m3模板体积 = 0.3431 = 0.3431m313JKL-10250*500体积 = 0.6312m3体积 = (0.25*0.5*3.3)-0.0594 = 0.3531m3体积 = (0.25*0.5*2.7)-0.0594 = 0.2781m3模板体积 = 0.6312m3模板体积 = 0.3531 = 0.3531m3模板体积 = 0.2781 = 0.2781m3三、现浇板序号构件名称构件位置工程量计算式1XB-1体积 = 9.8981m3体积 = (4*1.8)*0.1)-0.0059-0.1328 = 0.5813m3体积 = (5*4
