钢筋工程量计算书
工程量计算书(含钢筋)剖析
m3
958.330
13
3-29 一层砌筑工程 （H=3900mm） 二层砌筑工程 （H=3600mm） 三层砌筑工程 （H=3600mm） 四层砌筑工程 （H=3600mm） 五层砌筑工程 （H=3600mm） 扣除门窗占的体 积
M5标准砖1砖外墙(自拌砼) 3.9*(8.4*4+7.5*9+3.6*8.1*6+7.2*2+8.1+7.2+9.3*3+2.4)*0.24 3.6*(7.5*9+8.4*4+3.6+8.1*6+7.2*3+2.4+3.6+9.3*5+8.4*4+3.6)*0.24 3.6*(7.5*9+8.4*4+3.6+8.1*6+7.2*3+2.4+9.3*5+8.4*4)*0.24 3.6*(7.5*9+8.4*4+3.6+8.1*6+7.2*3+2.4+9.3*5+8.4*4)*0.24 3.6*(7.5*9+8.4*4+3.6+8.1*6+7.2*3)*0.24 (0.9*2.7*8+1*2.7*50+32.94+565.68)*0.24
工程量计算书
工程名称:华雨中学教学楼 序号 1 位置 名称 建筑工程 标段: 子目名称及公式 单位 相同数量 合计
2
010101001001
平整场地 1、土壤类别:三类土 2、弃土运距:100m之内 3、取土运距:100m之内 工作内容： 1、土方挖填 2、场地找平 3、运输
m2
1125.750
《钢筋工程量计算》教学设计方案资料
《钢筋工程量计算》教学设计方案任课教师：年月日教研室主任（签字）：年月日《钢筋工程量计算》教学设计方案教学内容时间分配一、掌握平法的组成及基本原理；层次性、关联性、相对完整性的理解及应用。
二、掌握钢筋的基本知识；1、钢筋的种类表示方法及图例（讲授法、讨论法）。
三、掌握保护层计算方法；1、运用多媒体讲授：保护层的概念及作用。
2、引导学生根据图集来找出保护层的影响因素有哪些？3、完成学材有关保护层计算的任务4、展示个别小组展示答案并发言讨论保护层计算要点。
四、掌握锚固长度的计算方法；1、运用多媒体讲授：锚固长度的概念及作用。
2、引导学生根据图集来找出锚固长度的影响因素有哪些？3、完成学材有关锚固长度计算的任务。
4、展示个别小组展示答案并发言讨论锚固长度计算要点。
l a=ζa l abl aE=ζaE l a五、箍筋长度计算。
1、运用多媒体讲授：箍筋的概念及作用。
2、引导学生根据学材找出箍筋长度计算原理？3、案例引导学生分析、计算箍筋长度。
4、分组两大组分别完成学材有关箍筋长度计算的任务并绘制数据分析图。
六、课下完成征稽办公楼箍筋计算相关任务。
要求：绘制箍筋数据分析图并总结箍筋计算要点，汇报并完成评价。
课外学习引导及作业布置：1、完成学材箍筋计算1.5h 本次课小结与改进措施：任课教师：年月日教研室主任（签字）：年月日陕西铁路工程职业技术学院《钢筋工程量计算》教学设计方案一、基础构件的类型；1、任务引导：要求学生利用书籍、网络等资源找出四种基础类型，并说明其特点和适用范围，并画出周围有可能出现的一种基础的轴测图。
要求利用展示板形式展示，讲解。
2、教师点评并补充相关知识。
二、基础钢筋平法表示形式及识读；1、任务引导：利用平法图集和教材，完成教材45页平法识读任务；抽取小组展示传统表示法和平法表示法之间的转换图（条形基础和独立基础）。
2、师生共同总结基础平法表示特点。
三、基础构件钢筋工程量计算的原理；1、任务引导：①以独立基础为例，引导学生利用平法构造计算钢筋工程量；②在独立基础钢筋工程量计算的基础上，学生独立计算条形基础钢筋工程量，并总结经验。
工程量计算书
湿土排水
m3
327.61
B=1.2 C=0.3 H湿=0.60 L=38.4+14.6+38.4+18.9-2.7+1.35×3.14+2.4+4.3+23+3.95+21.95+13.7+13.4+5.3×7+4.1×6+1×11+5.3×4+3.3×4+1.7=303.339 V=(1.2+2×0.30)×0.60×303.339=327.60612
V过=0.24×0.12×(0.6+0.24)=0.05
V=0.24×[9.42×(3.2×0.16)-1.8]-0.05=6.4
V`=3×6.4=19.2
11
M7.5混合砂浆多孔砖内外墙（5~7层）
m3
452.72
V窗=2×1.5×2.1+2×1×2.1+2×1.5×2.7+18×1×2.7+2×1
二桩基础与加固工程
5
C20沉管灌注桩
m3
474.39
V=180×3.14×0.213²×18.5=474.39
6
桩尖埋设
个
180
三砌筑工程
7
碎石垫层
m3
38.36
S=(3+3.3-1.2-0.24)×(12-0.24)-(3+3.3-1.2-0.24)×2
×0.24=54.8
V=54.8×0.1×7=38.36
V3=0.08×1.15×3.14×(1+0.12)=0.32
V4=0
29
栏板砼
m3
3.80
工程量计算书11374
目录第一章：编制说明及施工图说明1.编制总说明2.施工图说明第二章：工程量计算表一：建筑面积计算表表二：门窗统计表表三：基数计算表表四：楼面预制构件统计表表五：工程量计算表表六：钢筋工程量计算表表七：钢筋工程量汇总表第三章：工料分析表表八：人工工日、机械台班、材料消耗分析表表九：人工、机械台班、材料消耗量汇总表第四章：工程造价计算分析表十：未计价材料费计算表表十一：主要材料价差调整表表十二：直接费计算表表十三：间接费计算表表十四：其他项目计算表表十五：定额直接工程费计算、调整表表十六：未计价材料费计算表表十七：主要材料价差调整表表十八：利税、税金调整表表十九：工程造价计算汇总表（土建）第一章编制说明及施工图说明一、编制总说明：1、工程概况：本工程为某公司四层砖混结构办公楼，建筑总面积。
具体做法可参见建筑设计说明。
2、投标报价范围包括：本司办公楼工程施工图范围内的建筑工程和装饰装修工程。
3、编制依据包括：（1) 本工程施工组织设计及所制定施工方案。
（2) 本工程现有建筑、结构施工图、图纸会审纪要、设计变更文件。
（3）《贵州省建筑装饰工程计价定额（2004）版》（4）人工费调整：2011年9月1日后执行黔建施通[2011]564号，黔建施通[2008]297号文安装专业人工费调增54%，其他专业调整57%，单独承包土石方工程调整%机械费调整：2011年9月1日后执行黔建施通[2011]564号。
（5）贵阳市2011年12月主要建筑材料市场指导价。
（6）关于印发《建筑安装工程费用项目组成的通知》[2003]206号。
（7）本工程施工合同，工程变更合同未计入。
（8）国家建筑相关法律、法规、及行政规章。
（9）图纸以外的相关措施费用及今后增加的工程数量按实签证，不包含在此次预算包干中。
4、工程说明：（1）本工程为学习指导参考用，施工图因不可直接用于实际工程。
本工程施工图预算价因编制人水平缺陷及缺乏相应的编制依据，不可用于该实际工程实际的投标报价或招标控制价。
一号楼工程量计算书
一号楼工程量计算书一、柱钢筋计算1.±0.000以下的钢筋计算KZ 1:-纵筋：28 20()()11440.60.6 3.70.628114.833L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 12@100()()()10.50.520.025840.012 1.90.0122100.012,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦81.0768m =()()()20.3 1.320.025840.012 1.90.0122100.012,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦126.6768m =()()()30.250.820.025840.012 1.90.0122100.012,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦= 84.8768m()()4110.80.320.0250.01222 1.90.0122100.012,0.07524240.60.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⎡⎤⎣⎦= 42.336m ()()()50.820.02530.012 1.90.0122100.012,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 37.506m ()()()60.520.02530.012 1.90.0122100.012,0.075240.60.112L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⨯⎡⎤⎣⎦= 54.012m ()()()70.320.02530.012 1.90.0122100.012,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 20.006m()()()80.2520.02530.012 1.90.0122100.012,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 18.256m 1ni i L L ==∑ (8)n = 81.0768126.676884.876842.33637.50654.0120.00618.256=+++++++ 427.4872m = KZ 2:- 纵筋： 4 20()()11440.60.6 3.70.6416.433L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦4 22()()11440.60.6 3.70.6416.433L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦4 25()()11440.60.6 3.70.6416.433L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 8@100/150()()()10.50.520.025840.008 1.90.0082100.008,0.075210.6 1.10.12 1.90.1513L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-+÷++÷-+⎡⎤⎣⎦62.6944m =()()(){()}()20.50.02520.0224110.02220.50.0252240.008 1.90.0082100.008,0.075210.6 1.10.12 1.90.1512L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-+÷++÷-⨯⎡⎤⎣⎦81.2971m = 1ni i L L ==∑ (2)n =62.694481.2143.9915m =+=KZ 3:-纵筋： 7 20()()11440.60.6 3.70.6728.733L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦14 25()()11440.60.6 3.70.61457.433L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.520.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦78.964m=()()()20.250.920.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦90.364m =()()(){()}()30.50.02520.0254110.02520.50.0252240.01 1.90.012100.01,0.075240.60.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-÷+⎡⎤⎣⎦52.8967m = ()()()40.920.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 39.13m()()()50.520.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 25.13m()()()60.2520.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 16.38m1ni i L L ==∑ (6)n =78.96490.36452.896739.132302.8647m =+++++=KZ 4:-纵筋：32 20()()11440.60.6 3.70.632131.233L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 12@100()()()10.50.520.025840.012 1.90.0122100.012,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦81.0768m =()()()20.25 1.1520.025840.012 1.90.0122100.012,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦111.4768m = ()()()30.25120.025840.012 1.90.0122100.012,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦= 100.0768m()()4110.50.320.0250.01222 1.90.0122100.012,0.07523240.60.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⎡⎤⎣⎦= 40.0027m ()()5110.650.2520.0250.01222 1.90.0122100.012,0.07524240.60.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⎡⎤⎣⎦= 36.211m ()()()6120.02530.012 1.90.0122100.012,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 44.506m ()()()70.520.02530.012 1.90.0122100.012,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 27.006m ()()()80.2520.02530.012 1.90.0122100.012,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 18.256m 1ni i L L ==∑ (8)n =81.0768111.4768100.176840.002736.21144.50627.00618.256322.3243m =+++++++=KZ 5:-纵筋： 4 20()()11440.60.6 3.70.6416.433L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦10 25()()11440.60.6 3.70.6104133L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 12@100()()()10.50.520.025840.012 1.90.0122100.012,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦81.0768m =()()()20.3 1.620.025840.012 1.90.0122100.012,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦149.4768m = ()()(){()}()30.50.02520.024110.0220.50.0252240.012 1.90.0122100.012,0.075240.60.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-÷+⎡⎤⎣⎦57.1773m = ()()4111.10.320.0250.01222 1.90.0122100.012,0.07526240.60.112L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⨯⎡⎤⎣⎦= 82.3387m ()()()5 1.620.02530.012 1.90.0122100.012,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 65.506m ()()()60.320.02530.012 1.90.0122100.012,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 20.006m 1ni i L L ==∑ (6)n =81.0768149.476857.177382.338766155.5816m =+++++=KZ 6:-纵筋： 5 20()()11440.60.6 3.70.6520.533L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦12 25()()11440.60.6 3.70.61249.233L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.420.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦71.364m=()()()20.250.820.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦82.764m =()()(){()}()30.50.02520.0254110.02520.40.0252240.01 1.90.012100.01,0.075240.60.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-÷+⎡⎤⎣⎦45.8967m =()()()40.820.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 35.63m()()()50.2520.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 16.38m1ni i L L ==∑ (5)n =71.36482.76445.896735.252.0347m =++++=KZ 7:-纵筋： 12 20()()11440.6 3.70.60.61249.233L m ⎡⎤=-⨯-+--⨯=⎢⎥⎣⎦箍筋： 10@100/150()()10.50.520.025840.01 1.90.012100.01,0.0752L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦()10.6 1.10.12 1.90.1513⨯-+÷++÷-+⎡⎤⎣⎦64.418m =()()(){()}()20.50.02520.024110.0220.50.0252240.01 1.90.012100.01,0.075210.6 1.10.12 1.90.1512L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-+÷++÷-⨯⎡⎤⎣⎦84.6347m = 1ni i L L ==∑ (2)n =64.41884.63149.0527m=+=KZ 8:-纵筋： 8 20()()11440.60.6 3.70.6832.833L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦4 22()()11440.60.6 3.70.6416.433L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 10@100/150()()()10.50.520.025840.01 1.90.012100.01,0.075210.6 1.20.12 1.80.1513L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-+÷++÷-+⎡⎤⎣⎦66.496m =()()(){()}()20.50.02520.024110.0220.50.0252240.01 1.90.012100.01,0.075210.6 1.10.12 1.90.1512L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-+÷++÷-⨯⎡⎤⎣⎦120.524m = 1ni i L L ==∑ (2)n =66.496120.5187.02m =+=KZ 9:-纵筋： 12 18()()11440.60.6 3.70.61246.833L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 10@100/150()()()10.50.420.025840.01 1.90.012100.01,0.075210.6 1.10.12 1.90.1513L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-+÷++÷-+⎡⎤⎣⎦58.218m =()()(){()}()20.50.02520.0184110.01820.40.0252240.01 1.90.012100.01,0.075210.6 1.10.12 1.90.151L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-+÷++÷-⎡⎤⎣⎦36.456m =()()(){()}()30.40.02520.0184110.01820.50.0252240.01 1.90.012100.01,0.075210.6 1.10.12 1.90.151L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-+÷++÷-⎡⎤⎣⎦40.1893m =1ni i L L ==∑ (3)n =58.21836.45640.102.4073m=++=KZ 10:-纵筋： 45 20()()11440.60.6 3.70.645184.533L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.520.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦78.964m=()()()20.25 2.320.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦196.764m=()()()30.25120.025840.01 1.90.012100.01,0.075240.60.113L M a x =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦97.964m =()()4110.50.2520.0250.0122 1.90.012100.01,0.07523240.60.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⎡⎤⎣⎦= 34.6967m ()()5110.90.2520.0250.0122 1.90.012100.01,0.07525240.60.114L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⨯⎡⎤⎣⎦= 142.52m()()()6120.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 42.63m()()()70.520.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 25.13m1ni i L L ==∑ (7)n =78.964196.76497.96434.6967142.5213716.6327m=++++++=KZ 11:-纵筋： 23 20()()11440.60.6 3.70.62394.333L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.520.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦78.964m =()()()20.25 1.320.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦120.764m =()()(){()}()30.50.02520.024110.0220.50.0252240.01 1.90.012100.01,0.075240.60.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-÷+⎡⎤⎣⎦52.6633m = ()()4110.80.2520.0250.0122 1.90.012100.01,0.07524240.60.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⎡⎤⎣⎦= 37.03m()()()5 1.320.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 53.13m()()()60.2520.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 16.38m1ni i L L ==∑ (6)n =78.964120.76452.663337.035358.9313m =+++++=KZ 12:-纵筋： 8 20()()11440.60.6 3.70.6832.833L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦4 22()()11440.60.6 3.70.6416.433L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 12@100()()()10.50.420.025840.012 1.90.0122100.012,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦73.4768m =()()(){()}()20.50.02520.024110.0220.40.0252240.012 1.90.0122100.012,0.075240.60.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-÷+⎡⎤⎣⎦47.6093m =()()(){()}()30.40.02520.024110.0220.50.0252240.012 1.90.0122100.012,0.075240.60.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-÷+⎡⎤⎣⎦52.276m = 1ni i L L ==∑ (3)n =73.476847.60935173.3621m =++=KZ 13:-纵筋： 2 18()()11440.60.6 3.70.628.233L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦()()11440.60.6 3.70.6624.633L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 8@100()()()10.40.420.025840.008 1.90.0082100.008,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦61.6512m =()()()20.420.02530.008 1.90.0082100.008,0.075240.60.112L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⨯⎡⎤⎣⎦=39.508m1ni i L L ==∑ (2)n =61.651239.5101.1592m=+=KZ 14:- 纵筋： 12 20()()11440.60.6 3.70.61249.233L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 8@100/150()()()10.50.420.025840.008 1.90.0082100.008,0.075210.6 1.20.12 1.80.1513L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-+÷++÷-+⎡⎤⎣⎦58.3168m =()()(){()}()20.50.02520.024110.0220.40.0252240.008 1.90.0082100.008,0.075210.6 1.20.12 1.80.151L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-+÷++÷-⎡⎤⎣⎦36.2229m =()()(){()}()30.40.02520.024110.0220.50.0252240.008 1.90.0082100.008,0.075210.6 1.20.12 1.80.151L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-+÷++÷-⎡⎤⎣⎦40.0896m =1ni i L L ==∑ (3)n =58.316836.222940134.6293m =++=纵筋： 2 18()()11440.60.6 3.70.628.233L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦6 20()()11440.60.6 3.70.6624.633L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 8@100/150()()()10.40.420.025840.008 1.90.0082100.008,0.075210.6 1.20.12 1.80.1513L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-+÷++÷-+⎡⎤⎣⎦51.9168m =()()()20.420.02530.008 1.90.0082100.008,0.075210.6 1.20.12 1.80.1512L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-+÷++÷-⨯⎡⎤⎣⎦=32.7352m1ni i L L ==∑ (2)n =51.916832.7384.652m =+=KZ 16:-纵筋： 12 20()()11440.6 3.70.60.61249.233L m ⎡⎤=-⨯-+--⨯=⎢⎥⎣⎦箍筋： 10@100/150()()()10.50.520.025840.01 1.90.012100.01,0.075210.6 1.10.12 1.90.1513L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-+÷++÷-+⎡⎤⎣⎦64.418m =()()(){()}()20.50.02520.024110.0220.50.0252240.01 1.90.012100.01,0.075210.6 1.10.12 1.90.1512L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-+÷++÷-⨯⎡⎤⎣⎦84.6347m = 1ni i L L ==∑ (2)n =64.41884.63149.0527m =+=KZ 17:-纵筋：28 20()()11440.60.6 3.70.628114.833L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.520.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦78.964m =()()()20.25120.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦97.964m =()()()30.250.820.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦= 82.764m ()()4110.50.2520.0250.0122 1.90.012100.01,0.07523240.60.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⎡⎤⎣⎦= 34.6967m ()()()5120.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 42.63m()()()60.820.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 35.63m()()()70.520.02530.01 1.90.012100.01,0.075240.60.112L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⨯⎡⎤⎣⎦= 50.26m()()()80.2520.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 16.38m 1ni i L L ==∑ (8)n =78.96497.96482.76434.696742.6335.616.38439.2887m =+++++++=KZ 18:-纵筋： 27 20()()11440.60.6 3.70.627110.733L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.520.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦78.964m =()()()20.25 1.620.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦143.564m =()()(){()}()30.50.02520.024110.0220.50.0252240.01 1.90.012100.01,0.075240.60.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-÷+⎡⎤⎣⎦37.8353m = ()()4111.10.2520.0250.0122 1.90.012100.01,0.07526240.60.112L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⨯⎡⎤⎣⎦= 71.7267m ()()()5 1.620.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 63.63m()()()60.2520.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 16.38m1ni i L L ==∑ (6)n =78.964143.56437.835371.7267412.1m =+++++=KZ 19:-纵筋： 15 20()()11440.60.6 3.70.61561.533L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦4 22()()11440.60.6 3.70.6416.433L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.420.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦71.364m=()()()20.25 1.0520.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦101.764m =()()(){()}()30.50.02520.024110.0220.40.0252240.01 1.90.012100.01,0.075240.60.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-÷+⎡⎤⎣⎦45.6633m =()()4110.550.2520.0250.0122 1.90.012100.01,0.07523240.60.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⎡⎤⎣⎦= 35.8633m ()()()5 1.0520.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 44.38m1ni i L L ==∑ (5)n =71.364101.76445.663335.8299.0347m =++++=KZ 20:-纵筋： 34 20()()11440.60.6 3.70.634139.433L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.520.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦78.964m =()()()20.25 1.320.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦120.764m =()()()30.25 1.2520.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦= 116.964m ()()4110.80.2520.0250.0122 1.90.012100.01,0.07524240.60.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⎡⎤⎣⎦=37.03m()()5110.750.2520.0250.0122 1.90.012100.01,0.07524240.60.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯-÷+⎡⎤⎣⎦= 36.155m ()()()6 1.320.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 53.13m()()()7 1.2520.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 51.38m()()()80.520.02530.01 1.90.012100.01,0.075240.60.112L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⨯⎡⎤⎣⎦= 50.26m()()()90.2520.02530.01 1.90.012100.01,0.075240.60.112L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⨯⎡⎤⎣⎦= 32.76m1ni i L L ==∑ (9)n =78.964120.764116.96437.0336.15553.1351850.2632.76577.407m =++++++++=KZ 21:-纵筋： 21 22()()11440.60.6 3.70.61249.233L m ⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 8@100/150()()()10.50.520.025840.0 1.90.0082100.008,0.075210.6 1.20.12 1.80.1513L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-+÷++÷-+⎡⎤⎣⎦64.7168m =()()(){()}()20.50.02520.0224110.02220.50.0252240.008 1.90.0082100.008,0.075210.6 1.20.12 1.80.1512L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-+÷++÷-⨯⎡⎤⎣⎦84.2005m =1ni i L L ==∑ (2)n =64.716884.20148.9173m =+=AZ 1:-纵筋： 10 18()()11440.60.6 3.70.6104133L m⎡⎤=-⨯--+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.450.2520.025840.01 1.90.012100.01,0.075240.60.113L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷++⎡⎤⎣⎦56.164m =()()(){()}()20.450.02520.0184110.01820.250.0252240.01 1.90.012100.01,0.075240.60.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯-÷+⎡⎤⎣⎦33.9033m =()()()30.4520.02530.01 1.90.012100.01,0.075240.60.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯-÷+⎡⎤⎣⎦= 23.38m1ni i L L ==∑ (3)n =56.16433.903323.38113.4473m=++=±0.000以下的钢筋汇总2.±0.000～3.700的钢筋计算KZ 1:-纵筋：28 20()()113.7 3.70.6 3.60.628102.666733L m ⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 12@100()()()10.50.520.025840.012 1.90.0122100.012,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+81.0768m =()()()20.3 1.320.025840.012 1.90.0122100.012,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ 126.6768m = ()()()30.250.820.025840.012 1.90.0122100.012,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+= 84.8768m ()()4110.80.320.0250.01222 1.90.0122100.012,0.0752423.70.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯÷+= 45.9648m ()()()50.820.02530.012 1.90.0122100.012,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+=40.7028m ()()()60.520.02530.012 1.90.0122100.012,0.07523.70.112L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+⨯= 29.3208m ()()()70.320.02530.012 1.90.0122100.012,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ =21.7208m ()()()80.2520.02530.012 1.90.0122100.012,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+=19.8208m 1ni i L L ==∑ (8)n =81.0768126.676884.876845.964840.720829.320821.720819.8208430.3576m =+++++++=KZ 2:-纵筋： 4 20()()113.7 3.70.6 3.60.6414.666733L m ⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦4 22()()113.7 3.70.6 3.60.6414.666733L m ⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦4 25()()113.7 3.70.6 3.60.6414.666733L m ⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 8@100/150()()()10.50.520.025840.008 1.90.0082100.008,0.07521 1.10.12 1.60.151L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯+÷++÷-⎡⎤⎣⎦64.7168m =()()(){()}()20.50.02520.0224110.02220.50.0252240.008 1.90.0082100.008,0.07521 1.10.12 1.60.1512L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯+÷++÷-⨯⎡⎤⎣⎦92.5696m =1ni i L L ==∑ (2)n =64.716892.56157.5864m =+=KZ 3:-纵筋： 7 20()()113.7 3.70.6 3.60.6725.666733L m ⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦14 25()()113.7 3.70.6 3.60.61451.333333L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.520.025840.01 1.90.012100.01,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+78.964m=()()()20.250.920.025840.01 1.90.012100.01,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ 90.364m =()()(){()}()30.50.02520.0254110.02520.50.0252240.01 1.90.012100.01,0.0752 3.70.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯÷+57.4307m =()()()40.920.02530.01 1.90.012100.01,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ = 42.484m ()()()50.520.02530.01 1.90.012100.01,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+= 27.284m ()()()60.2520.02530.01 1.90.012100.01,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ = 17.784m 1ni i L L ==∑ (6)n =78.96490.36457.430742.48427314.3107m =+++++=KZ 4:-纵筋：32 20()()113.7 3.70.6 3.60.632117.333333L m ⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 12@100()()()10.50.520.025840.012 1.90.0122100.012,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+78.964m =()()()20.25 1.1520.025840.012 1.90.0122100.012,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+109.364m =()()()30.25120.025840.012 1.90.0122100.012,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+= 97.964m ()()4110.50.320.0250.01222 1.90.0122100.012,0.0752323.70.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯÷+= 43.4315m ()()5110.650.2520.0250.01222 1.90.0122100.012,0.0752423.70.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯÷+ = 39.3148m ()()()6120.02530.012 1.90.0122100.012,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+= 48.3208m ()()()70.520.02530.012 1.90.0122100.012,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+= 24.3208m ()()()80.2520.02530.012 1.90.0122100.012,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ = 19.8208m 1ni i L L ==∑ (8)n =78.964109.36497.96443.431539.314848.320829.320819.8208466.5007m =+++++++=KZ 5:-纵筋： 4 20()()113.7 3.70.6 3.60.6414.666733L m ⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦10 25()()113.7 3.70.6 3.60.61036.666733L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 12@100()()()10.50.520.025840.012 1.90.0122100.012,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+81.0768m =()()()20.3 1.620.025840.012 1.90.0122100.012,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ 149.4768m =()}()0.0122100.012,0.0752 3.70.11Max ⨯+⨯⨯⨯÷+ 57.1773m =()()4111.10.320.0250.01222 1.90.0122100.012,0.0752623.70.112L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯÷+⨯89.3963m =()()()5 1.620.02530.012 1.90.0122100.012,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ = 71.1208m ()()()60.320.02530.012 1.90.0122100.012,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ = 21.7208m 1ni i L L ==∑ (6)n =81.0768149.476857.177389.396371.208464.354m=+++++=KZ 6:-纵筋：5 20()()113.7 3.70.6 3.60.6518.333333L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦12 25()()113.7 3.70.6 3.60.6124433L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.420.025840.01 1.90.012100.01,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+71.364m=()()()20.250.820.025840.01 1.90.012100.01,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ 82.764m =()}()0.012100.01,0.0752 3.70.11Max ⨯+⨯⨯⨯÷+ 61.2307m =()()()40.820.02530.01 1.90.012100.01,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ =38.684m()()()50.2520.02530.01 1.90.012100.01,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ = 17.784m 1ni i L L ==∑ (5)n =60.09669.69641.962732.57271.8267m =++++=KZ 7:-纵筋： 12 20()()113.7 3.70.6 3.60.6124433L m ⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 10@100/150()()()10.50.520.025840.01 1.90.012100.01,0.07521 1.10.12 1.60.151L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯+÷++÷-⎡⎤⎣⎦66.496m =()()(){()}()20.50.02520.024110.0220.50.0252240.01 1.90.012100.01,0.07521 1.10.12 1.60.1512L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯+÷++÷-⨯⎡⎤⎣⎦96.2987m =1ni i L L ==∑ (2)n =66.49696.29162.7947m=+=KZ 8:-纵筋： 8 20()()113.7 3.70.6 3.60.6829.333333L m ⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦()()113.7 3.70.6 3.60.6414.666733L m ⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 10@100/150()()()10.50.520.025840.01 1.90.012100.01,0.07521 1.20.12 1.50.151L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯+÷++÷-⎡⎤⎣⎦68.574m =()()(){()}()20.50.02520.024110.0220.50.0252240.01 1.90.012100.01,0.07521 1.20.12 1.50.1512L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯+÷++÷-⨯⎡⎤⎣⎦99.308m = 1ni i L L ==∑ (2)n =68.57499.3167.882m =+=KZ 9:-纵筋： 12 18()()113.7 3.70.6 3.60.6124433L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 10@100/150()()()10.50.420.025840.01 1.90.012100.01,0.07521 1.10.12 1.60.151L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯+÷++÷-⎡⎤⎣⎦60.096m =()()(){()}()20.50.02520.0184110.01820.40.0252240.01 1.90.012100.01,0.07521 1.10.12 1.60.151L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯+÷++÷-⎡⎤⎣⎦41.664m =()()(){()}()30.40.02520.0184110.01820.50.0252240.01 1.90.012100.01,0.07521 1.10.12 1.60.151L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯+÷++÷-⎡⎤⎣⎦45.9307m =1ni i L L ==∑ (3)n =60.09641.66445.147.6907m =++=纵筋： 45 20()()113.7 3.70.6 3.60.64516533L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.520.025840.01 1.90.012100.01,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+78.964m=()()()20.25 2.320.025840.01 1.90.012100.01,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ 196.764m=()()()30.25120.025840.01 1.90.012100.01,0.07523.70.11L M a x=+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+97.967m =()()4110.50.2520.0250.0122 1.90.012100.01,0.0752323.70.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯÷+=37.6707m ()()5110.90.2520.0250.0122 1.90.012100.01,0.0752523.70.114L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯÷+⨯= 154.736m ()()()6120.02530.01 1.90.012100.01,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+= 46.284m ()()()70.520.02530.01 1.90.012100.01,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+= 27.284m 1ni i L L ==∑ (7)n =78.964196.76497.96437.6707154.736027.284639.6667m =++++++=KZ 11:-23 20()()113.7 3.70.6 3.60.62384.333333L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 10@100()()()10.50.520.025840.01 1.90.012100.01,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+78.964m =()()()20.25 1.320.025840.01 1.90.012100.01,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ 120.764m =()()(){()}()30.50.02520.024110.0220.50.0252240.01 1.90.012100.01,0.0752 3.70.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯÷+51.1773m = ()()4110.80.2520.0250.0122 1.90.012100.01,0.0752423.70.11L Max ⎡⎤⎛⎫=⨯+-⨯+⨯⨯⨯+⨯⨯+⨯⨯ ⎪⎢⎥⎝⎭⎣⎦⨯÷+= 40.204m ()()()5 1.320.02530.01 1.90.012100.01,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ = 57.684m ()()()60.2520.02530.01 1.90.012100.01,0.07523.70.11L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+ = 17.784m 1ni i L L ==∑ (6)n =78.964120.76457.177340.20457372.5773m =+++++=KZ 12:-纵筋： 8 20()()113.7 3.70.6 3.60.6829.333333L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦4 22()()113.7 3.70.6 3.60.6414.666733L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 12@100()()()10.50.420.025840.012 1.90.0122100.012,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+73.4768m =()()(){()}()20.50.02520.024110.0220.40.0252240.012 1.90.0122100.012,0.0752 3.70.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯÷+ 51.6901m =()()(){()}()30.40.02520.024110.0220.50.0252240.012 1.90.0122100.012,0.0752 3.70.11L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯÷+56.7568m =1ni i L L ==∑ (3)n =73.476851.690156181.9237m =++=KZ 13:-纵筋： 2 18()()113.7 3.70.6 3.60.627.333333L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦6 20()()113.7 3.70.6 3.60.662233L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 8@100()()()10.40.420.025840.008 1.90.0082100.008,0.07523.70.11L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+61.6512m =()()()20.420.02530.008 1.90.0082100.008,0.07523.70.112L Max =-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯÷+⨯ =42.8944m 1ni i L L ==∑ (2)n =61.651242.8988.0384m=+=KZ 14:- 纵筋： 12 20()()113.7 3.70.6 3.60.6124433L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 8@100/150()()()10.50.420.025840.008 1.90.0082100.008,0.07521 1.20.12 1.50.151L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯+÷++÷-⎡⎤⎣⎦60.1392m =()()(){()}()20.50.02520.024110.0220.40.0252240.008 1.90.0082100.008,0.07521 1.20.12 1.50.151L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯+÷++÷-⎡⎤⎣⎦41.2192m =()()(){()}()30.40.02520.024110.0220.50.0252240.008 1.90.0082100.008,0.07521 1.20.12 1.50.151L Max =-⨯-÷-⨯+⨯+-⨯⨯+⨯+⨯⎡⎤⎣⎦⨯+⨯⨯⨯+÷++÷-⎡⎤⎣⎦45.6192m =1ni i L L ==∑ (3)n =60.139241.219245146.9776m =++=KZ 15:-纵筋： 2 18()()113.7 3.70.6 3.60.627.333333L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦6 20()()113.7 3.70.6 3.60.662233L m⎡⎤=-⨯-+-⨯=⎢⎥⎣⎦箍筋： 8@100/150()()()10.40.420.025840.008 1.90.0082100.008,0.07521 1.20.12 1.50.151L Max =+⨯-⨯+⨯+⨯⨯+⨯⨯⎡⎤⎣⎦⨯+÷++÷-⎡⎤⎣⎦53.5392m =。
钢筋工程量计算书
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工程量计算书
工程量计算书一、土石方工程1.平整场地清单量S=49.2*（16.2-1.8-1.8+0.2）+（3.7+0.2）*0.8*2+（3.8*2+0.2）*0.8*2+（3.1+2.6+3.1+0.2）*1*3+（2.6+0.2）*0.8*3=682.2m²计价量S′=682.2+（49.2+2*2）*2+（16.2-1.8-1+0.2+2）*2*2+3.7*2*2+3.1*2*6+2.6*2*3+（1.2*2+1.6*2+2）*3=963.8m²2.挖一般土方：挖土深度6.6-0.7=5.9mV=［（49+1.4*2）*（16.2-1-1.8+0.5*2）+（3.1*2+2.6+1.7+1）*（0.5+1.25）*2+（3.1*2+2.6+1.1*2）*（0.5+1.25）］*5.9+（3.3*3.6*3+5.95*2.6+2.6*4.4*2）*0.2=5526.453m³计价量：考虑工作面，地下室做防水，基础外边外扩1m，放坡系数：机械开挖，坑内作业，选择0.33V′=（A+2C+KH）*（B+2C+KH）*H+1/3*K²H³=（49+1.4*2+2*0.7+0.33*5.53）*（15.2+0.5+0.45+2*0.7+0.33*5.53）*5.53+1/3*0.33²*5.53³=5901.68m³3.挖基坑土方V=（2.2+0.7*2）*（2.6+0.7*2）*3*（8.18-5.53-0.7）=84.24m³4.土方回填V（垫层）=［（49+1.4*2+0.1*2）*（13.4+0.5*2+0.1*2）+（1+1.25-0.5）*（1.2+3.1*2+ 2.6+0.5+1+0.1*2）*2+（1.25+1+0.5）*（10+1.1*+0.1*2）］*0.1=84.89m³V（防水找平层）=848.9*0.07=59.423m³V（褥垫层）=850.75*0.2=170.15m³V（满堂基础）=［（49+1.4*2）*（13.4+1）+11.5*1.75*2+12.2*1.75］*0.7+（3.3*3.6*3+5.95*2.6+2.6*4.4*2）*0.9+43.2*1.95=736.095m³V（地下室）=［49.2*13.6+（3.1*2+2.6+0.2）*1.2*3］*（5.53-0.7）=3388.35m³V（回填）=5526.45+84.24-84.89-59.423-170.15-736.095-3388.35=1171.78m³5.余方弃置V=5526.45+84.24-1171.78=4438.91m³二、砌筑工程：标准层第四层1.砌体墙 200厚外墙1轴：V=［5.6（长度）*2.9（墙高）*0.2（墙厚）-0.72（扣窗）-0.532（扣梁）］*2（根数）=3.992m³V=（3.8*2.9*0.2-0.3-0.366）*2=2.076m³J轴：V=（1.9*2.9*0.2-0.54-0.19）*3=1.116m³V=（2.4*2.9*0.2-0.285-0.24）*3=2.601m³V=（1.9*2.9*0.2-0.54-0.19）*3=1.116m³H轴：V=（3*2.9*0.2-0.54-0.3）*2=1.8m³V=（2.1*2.9*0.2-0.45-0.21）*4=2.232m³V=（3.4*2.9*0.2-0.27-0.258）*4=5.776m³V=（1.4*2.9*0.2-0.126）*2=1.372m³F轴：V=（2*2.9*0.2-0.21-0.16）*4=3.16m³A轴：V=（8.8*2.9*0.2-2.312-0.688）*3=6.312m³V=（0.9*2.9*0.2-0.238-0.072）*6=1.272m³B轴：V=（2.2*2.9*0.2-0.68-0.22）*2=0.752m³V=（6.1*2.9*0.2-1.36-0.61）*2=3.136m³2.砌体墙 200厚内墙G轴：V=［6.6（长度）*2.9（墙高）*0.2（墙厚）-0.756（扣门）-0.462（扣梁）］*2=5.22m ³V=（5.7*2.9*0.2-0.756-0.387）*4=8.652m³F轴：V=（2*2.9*0.2-0.484-0.16）*3=1.548m³V=0.9*2.9*0.2*4=2.088m³E轴：V=（3.2*2.9*0.2-0.212）*4=6.576m³C轴：V=（7.4*2.9*0.2-2.76-0.868）*3=9.444m³3轴：V=（6.6*2.9*0.2-0.588（扣洞）-0.504-0.632）*6=12.624m³V=（4.2*2.9*0.2-0.378（扣门）-0.406（扣梁））*6=9.912m³4轴：V=（3.05*2.9*0.2-0.216（扣门）-0.291（扣梁））*6=7.572m³V=（1.4*2.9*0.2-0.42（扣门））*6=2.352m³V=0.7*2.9*0.2*6=2.436m³5轴：V=（6.8*2.9*0.2-0.51（扣梁））*3=10.302m³V=（1*2.9*0.2-0.08）*3=1.5m³10轴：V=（5.8*2.9*0.2-0,566）*2=5.596m³3.砌体墙 100厚内墙F轴：V=（3.5*2.9*0.1-0.1225（扣梁））*2=0.785m³2轴：V=（2.1*2.9*0.1-0.168（扣门）-0.06（扣梁））*6=2.286m³4轴：V=1.2*2.9*0.1*6=2,088m³V=（1.75*2.9*0.1-0.147（扣门）-0.0525（扣梁））6=1.848m³D轴：V=（2.45*2.9*0.0.0813（扣梁））*6=3.7752m³三、混凝土及钢筋混凝土工程：标准层第四层1.矩形梁：L8：V=0.2*0.35*3.9=0.273m 模板：S=0.2*3.9+0.35*3.9*2=3.51㎡L4：V=0.2*0.35*3.9=0.273m³模板：S=0.2*3.9+0.35*3.9*2=3.51㎡L10：V=0.2*0.35*15.5=1.085m³模板：S=0.2*15.5+0.35*15.5*2=11.63㎡L1：V=0.2*0.3*2.2*2=0.264m³模板：S=（0.2*2.2+0.3*2.2*2）*2=3.52㎡XL2：V=0.2*0.4*0.9*6=0.432m³模板：S=（0.2*0.9+0.4*0.9*2）*6=5.4㎡L3：V=0.2*0.4*8.8*3=2.112m³模板：S=（0.2*8.8+0.4*8.8*2）*3=26.4㎡L2：V=0.2*0.5*7.2*3=2.16m³模板：S=（0.2*7.2+0.5*7.2*2）*3=25.92㎡L5：V=0.2*0.35*7.8=0.546m³模板：S=0.2*7.8+0.35*7.8*2=7.02㎡XL4：V=0.2*0.45*1.6*2=0.288m³模板：S=（0.2*1.6+0.45*1.6*2）*2=3.52㎡L9：V=0.2*0.35*3.9=0.273m 模板：S=0.2*3.9+0.35*3.9*2=3.51㎡L12：V=0.2*0.35*15.5=1.085m³模板：S=0.2*15.5+0.35*15.5*2=11.63㎡L7：V=0.2*0.35*3.9=0.273m 模板：S=0.2*3.9+0.35*3.9*2=3.51㎡L6：V=0.2*0.35*7.8=0.546m³模板：S=0.2*7.8+0.35*7.8*2=7.02㎡L13：V=0.2*0.3*1.9*4=0.456m³模板：S=（0.2*1.9+0.3*1.9*2）*4=6.08㎡L11：V=0.2*0.35*14.6=1.022m³模板：S=0.2*14.6+0.35*14.6*2=13.14㎡KL1：V=0.2*0.3*2.2*4=0.528m³模板：S=（0.2*2.2+0.3*2.2*2）*4=7.04㎡KL2：V=0.2*0.3*1.8*2=0.216m³模板：S=（0.2*1.8+0.3*1.8*2）*2=2.88㎡LLK26：V=0.2*0.5*3=0.3m³模板：S=0.2*3+0.5*3*2=3.6㎡LLK2：V=0.2*0.5*5.6*2=1.12m³模板：S=（0.2*5.6+0.5*5.6*2）*2=13.44㎡LLK3：V=0.2*0.5*11*2=2.2m³模板：S=（0.2*11+0.5*11*2）*2=26.4㎡LLK1:V=0.2*0.5*3.8=0.38m³模板：S=0.2*3.8+0.5*3.8*2=4.56㎡LLK12：V=0.2*0.5*2.5=0.25m³模板：S=0.2*2.5+0.5*2.5*2=3㎡LLK19：V=0.2*0.4*3.1=0.248m³模板：S=0.2*3.1+0.4*3.1*2=3.1㎡LLK4：V=0.2*0.5*4.5*2=0.9m³模板：S=（0.2*4.5+0.5*4.5*2）*2=10.8㎡LLK24：V=0.2*0.4*2*3=0.48m³模板：S=（0.2*2+0.4*2*2）*3=6㎡LLK5：V=0.2*0.5*4.5*4=1.8m³模板：S=（0.2*4.5+0.5*4.5*2）*4=21.6㎡LLK7：V=0.2*0.5*4.4*4=1.76m³模板：S=（0.2*4.4+0.5*4.4*2）*4=21.12㎡LLK20：V=0.2*0.5*2.1*4=0.84m³模板：S=（0.2*2.1+0.5*2.1*2）*4=10.08㎡LL1：V=0.2*0.5*1.9*4=0.76m³模板：S=（0.2*1.9+0.5*1.9*2）*4=9.12㎡LLK31：V=0.2*0.5*2.4*3=0.72m³模板：S=（0.2*2.4+0.5*2.4*2）*3=8.64㎡LLK25：V=0.2*0.4*4.2*2=0.84m³模板：S=（0.2*4.2+0.4*4.2*2）*2=8.4㎡LLK8：V=0.2*0.4*3.5*4=1.12m³模板：S=（0.2*3.5+0.4*3.5*2）*4=14㎡LL2：V=0.2*0.5*1*3=0.3m³模板：S=（0.2+0.5*2）*3=3.6㎡LLK16：V=0.2*0.6*7.4=0.888m³模板：S=0.2*7.4+0.6*7.4*2=10.36㎡LLK21：V=0.2*0.35*6.5*2=0.91m³模板：S=（0.2*6.5+0.35*6.5*2）*2=11.7㎡LLK6：V=0.2*0.5*5.7*4=2.28m³模板：S=（0.2*5.7+0.5*5.7*2）*4=27.36㎡LLK13：V=0.2*0.5*6.4=0.64m³模板：S=0.2*6.4+0.5*6.4*2=7.68㎡LLK9：V=0.2*0.5*5.9*2=1.18m³模板：S=（0.2*5.9+0.5*5.9*2）*2=14.16㎡LLK22：V=0.2*0.4*6.5*2=1.04m³模板：S=（0.2*6.5+0.4*6.5*2）*2=13㎡LL3：V=0.2*0.5*1.9*2=0.38m³模板：S=（0.2*1.9+0.5*1.9*2）*2=4.56㎡LLK29：V=0.2*0.5*3=0.3m³模板：S=0.2*3+0.5*3*2=3.6㎡LLK23：V=0.2*0.4*3.1=0.248m³模板：S=0.2*3.1+0.4*3.1*2=3.1㎡LLK11：V=0.2*0.5*3.8=0.38m³模板：S=0.2*3.8+0.5*3.8*2=4.56㎡LLK15：V=0.2*0.5*2.5=0.25m³模板：S=0.2*2.5+0.5*2.5*2=3㎡LLK14：V=0.2*0.5*6.4=0.64m³模板：S=0.2*6.4+0.5*6.4*2=7.68㎡LLK17：V=0.2*0.6*7.4=0.888m³模板：S=0.2*7.4+0.6*7.4*2=10.36㎡2.直形墙Q-1 V1=1.7（长度）*2.9（墙高）*0.2（墙厚）*16（个数）=15.776m³模板：V=1.7*（2.9-0.1）*2*16=152.32㎡V2=0.6*2.9*0.2*16=5.568m³模板：S=0.6*（2.9-0.12）*2*16=53.376㎡ V3=3.8*2.9*0.2*2=4.408m³模板：S=3.8*（2.9-0.1）*2*2=42.56㎡ V4=0.5*2.9*0.2*2=0.58m³模板：S=0.5*（2.9-0.1）*2*2=5.6㎡V5=0.3*2.9*0.2*6=1.044m³模板：S=0.3*（2.9-0.12）*2*6=10.01㎡ V6=2.2*2.9*0.2*8=10.208m³模板：S=2.2*（2.9-0.12）*2*8=97.856㎡ V7=0.8*2.9*0.2*4=1.856m³模板：S=0.8*（2.9-0.1）*2*4=17.92㎡ V8=1*2.9*0.2*2=1.16m³模板：S=1*（2.9-0.1）*2*2=11.2㎡Q-2 V1=1.7*2.9*0.2*16=15.776m³模板：S=1.7*（2.9-0.1）2*16=152.32㎡ V2=0.6*2.9*0.2*16=5.568m³模板：S=0.6*（2.9-0.1）*2*16=53.76㎡4.板现浇板 100厚V1=3.5*2.8*0.1*2=1.96m³模板：S=（3.5-0.2）*（2.8-0.2）*2=17.16㎡V2=2.3*2*0.1*2=0.92m³模板：S=（2.3-0.2）*（2-0.2）*2=7.56㎡V3=3.5*2*0.1*2=1.4m³模板：S=（3.5-0.2）*（2-0.2）*2=11.88㎡V4=2.3*1.6*0.1*2=0.736m³模板：S=（2.3-0.2）*（1.6-0.2）*2=5.88㎡V5=3.5*4*0.1*2=2.8m³模板：S=（3.5-0.2）*（4-0.2）*2=25.08㎡V6=1*2*0.1*6=1.2m³模板：S=（1-0.2）*（2-0.2）*2=2.88㎡V7=1*1.6*0.1*6=0.96m³模板：S=（1-0.2）*（1.6-0.2）*6=6.72㎡V8=2.9*3.8*0.1*6=6.612m³模板：S=（2.9-0.2）*（3.8-0.2）*6=58.32㎡V9=4.2*1.6*0.1*6=4.032m³模板：S=（4.2-0.2）*（1.6-0.2）*6=33.6㎡V10=2.4*2*0.1*3=1.44m³模板：S=（2.4-0.2）*（2-0.2）*3=11.88㎡V11=2.6*2.8*0.1*4=2.912m³模板：S=（2.6-0.2）*（2.8-0.2）*4=24.96㎡V12=1.4*2*0.1*4=1.12m³模板：S=（1.4-0.2）*（2-0.2）*4=8.64㎡V13=3.6*2*0.1*4=2.88m³模板：S=（3.6-0.2）*（2-0.2）*4=24.48㎡V14=2.4*1.6*0.1*4=1.536m³模板：S=（2.4-0.2）*（1.6-0.2）*4=12.32㎡V15=3.6*4*0.1*4=5.76m³模板：S=（3.6-0.2）*（4-0.2）*4=51.68㎡现浇板 120厚V1=（2.9*2.2+3.1*2）*0.12*6=9.058m³模板：S=［（2.9-0.2）*（2.2-0.2）+（3.1-0.2）*（2-0.2）］*6=63.72㎡V2=4.2*5*0.12*6=15.12m³模板：S=（4.2-0.2）*（5-0.2）*6=115.2㎡钢筋工程量：剪力墙:1.Q-1 ①水平筋 L=1800-2*15+10d*2=1930mm=1.93mN=［(2900-50)/200+1］*2=16*2=32根（向上取整+1）质量=0.00617*8*8*1.93*32=24.39kg②纵筋L=2900+1.2Lae=2900+1.2*35*10=3320mm=3.32mN=［(900-200*2+15*2+6*2)/200+1］*2=8根（向上取整+1）质量=0.00617*10*10*3.32*8=16.39kg③拉筋L=200-2*15+2*(5d+1,9d)=253mm质量=0.00617*6*6*0.253*18=1.02kgGBZ-1 ①纵筋L=2900+Lle=2900+49*12=3488mm=3.488mL=2900-(Lle+0.3Lle)+0.3Lle+Lle+Lle=3.488mm质量=0.00617*12*12*3.49*7*2=43.4kg②箍筋L=(700+200)*2-8*20+11.9d*2=1830.4mm=1.83mN=2900/200+1=16根质量=0.00617*8*8*1.83*16=11.56kgL=(500+200)*2-8*20+11.9d*2=1382.8mm=1.38m质量=0.00617*6*6*1.38*16=4.9kgL=200-2*20+［1.9d+max(10d,75)］*2=333mm=0.333m质量=0.00617*6*6*0.333*32=2.42kgGBZ-3 ①纵筋L=2900+Lle=2900+49*12=3488mm=3.488mL=2900-(Lle+0.3Lle)+0.3Lle+Lle+Lle=3.488mm质量=0.00617*12*12*3.49*6=18.6kg②箍筋L=(400+200)*2-8*20+11.9d*2=1182.8mm=1.183mN=2900/200+1=16根质量=0.00617*8*8*1.183*16=4.2kgL=200-2*20+［1.9d+max(10d,75)］*2=333mm=0.333m 质量=0.00617*6*6*0.333*16=1.21kgD=6 理论质量小计 (1.02+4.9+2.42+4.2+1.21)*10=137.5kgD=8 理论质量小计 (11.56+24.39)*10=359.5kgD=10 理论质量小计 16.39*10=163.9kgD=12 理论质量小计 (43.4+18.6)*10=620kg。
工程量计算书
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