ImageVerifierCode 换一换
格式:DOC , 页数:79 ,大小:281.50KB ,
资源ID:831983      下载积分:11 金币
验证码下载
登录下载
邮箱/手机:
验证码: 获取验证码
温馨提示:
支付成功后,系统会自动生成账号(用户名为邮箱或者手机号,密码是验证码),方便下次登录下载和查询订单;
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝    微信支付   
验证码:   换一换

开通VIP
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【https://www.zixin.com.cn/docdown/831983.html】到电脑端继续下载(重复下载【60天内】不扣币)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: 微信登录   QQ登录  
声明  |  会员权益     获赠5币     写作写作

1、填表:    下载求助     留言反馈    退款申请
2、咨信平台为文档C2C交易模式,即用户上传的文档直接被用户下载,收益归上传人(含作者)所有;本站仅是提供信息存储空间和展示预览,仅对用户上传内容的表现方式做保护处理,对上载内容不做任何修改或编辑。所展示的作品文档包括内容和图片全部来源于网络用户和作者上传投稿,我们不确定上传用户享有完全著作权,根据《信息网络传播权保护条例》,如果侵犯了您的版权、权益或隐私,请联系我们,核实后会尽快下架及时删除,并可随时和客服了解处理情况,尊重保护知识产权我们共同努力。
3、文档的总页数、文档格式和文档大小以系统显示为准(内容中显示的页数不一定正确),网站客服只以系统显示的页数、文件格式、文档大小作为仲裁依据,个别因单元格分列造成显示页码不一将协商解决,平台无法对文档的真实性、完整性、权威性、准确性、专业性及其观点立场做任何保证或承诺,下载前须认真查看,确认无误后再购买,务必慎重购买;若有违法违纪将进行移交司法处理,若涉侵权平台将进行基本处罚并下架。
4、本站所有内容均由用户上传,付费前请自行鉴别,如您付费,意味着您已接受本站规则且自行承担风险,本站不进行额外附加服务,虚拟产品一经售出概不退款(未进行购买下载可退充值款),文档一经付费(服务费)、不意味着购买了该文档的版权,仅供个人/单位学习、研究之用,不得用于商业用途,未经授权,严禁复制、发行、汇编、翻译或者网络传播等,侵权必究。
5、如你看到网页展示的文档有www.zixin.com.cn水印,是因预览和防盗链等技术需要对页面进行转换压缩成图而已,我们并不对上传的文档进行任何编辑或修改,文档下载后都不会有水印标识(原文档上传前个别存留的除外),下载后原文更清晰;试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓;PPT和DOC文档可被视为“模板”,允许上传人保留章节、目录结构的情况下删减部份的内容;PDF文档不管是原文档转换或图片扫描而得,本站不作要求视为允许,下载前自行私信或留言给上传者【可****】。
6、本文档所展示的图片、画像、字体、音乐的版权可能需版权方额外授权,请谨慎使用;网站提供的党政主题相关内容(国旗、国徽、党徽--等)目的在于配合国家政策宣传,仅限个人学习分享使用,禁止用于任何广告和商用目的。
7、本文档遇到问题,请及时私信或留言给本站上传会员【可****】,需本站解决可联系【 微信客服】、【 QQ客服】,若有其他问题请点击或扫码反馈【 服务填表】;文档侵犯商业秘密、侵犯著作权、侵犯人身权等,请点击“【 版权申诉】”(推荐),意见反馈和侵权处理邮箱:1219186828@qq.com;也可以拔打客服电话:4008-655-100;投诉/维权电话:4009-655-100。

注意事项

本文(工程量计算表1.doc)为本站上传会员【可****】主动上传,咨信网仅是提供信息存储空间和展示预览,仅对用户上传内容的表现方式做保护处理,对上载内容不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知咨信网(发送邮件至1219186828@qq.com、拔打电话4008-655-100或【 微信客服】、【 QQ客服】),核实后会尽快下架及时删除,并可随时和客服了解处理情况,尊重保护知识产权我们共同努力。
温馨提示:如果因为网速或其他原因下载失败请重新下载,重复下载【60天内】不扣币。 服务填表

工程量计算表1.doc

1、你一定要坚强,即使受过伤,流过泪,也能咬牙走下去。因为,人生,就是你一个人的人生。=-附录表三 工程量计算表序号项目名称计算公式单位数量1建筑面积首层建筑面积:=(6.9+0.252)(6.18+2.22+6.3+3.6+0.225+0.25)+(6.93-0.252)(6.18+2.22+6.3+0.252)+(3.6+0.37)(0.9-0.25+0.37)+(6.18+2.22+6.3+0.37+0.252)(7.2+3.6)+(3.6+0.252)16.1+(7.24+3.6)15.2+(3.6+0.252)0.9+(4.32-1.15)11.25-0.185(0.9+0.5+1.5)

2、+3.0513.25+2.85.00.5+3.1711.25-0.185-2.9+40.4125+14.00.5=1225.12965二层建筑面积:=(3.6+0.225-0.25)(6.9+0.252)+(6.3+2.22+6.18+0.252)(0.815+0.25)+6.9416.1+16.1(7.26+3.6+0.5)-(1.185-0.25)0.92+0.185(0.9+0.252+1.5)=1247.3865六层建筑面积:=(3.6+0.252)16.1+0.52.1+14.415.2+4.10.92+15.2(3.6+0.252)=355.64总建筑面积:1225.12965+1

3、247.38654+355.64=6570.32m6570.322平整场地(清单工程量)S=首层面积=(6.9+0.252)(6.18+2.22+6.3+3.6+0.225+0.25)+(6.93-0.252)(6.18+2.22+6.3+0.252)+(0.36+0.37)(0.9-0.25+0.37)+(6.18+2.22+63+0.37+0.252)(7.2+0.6)+(3.6+0.252)16.1+(7.24+3.6)15.2+(3.6+0.252)0.9+(4.32-1.15)11.25-0.185(0.9+0.5+1.5)+3.0513.25+2.85.00.5=1225.130m

4、1225.13平整场地(施工方案工程量)S=首层面积=(6.9+0.252)(6.18+2.22+6.3+3.6+0.225+0.25)+(6.93-0.252)(6.18+2.22+6.3+0.252)+(0.36+0.37)(0.9-0.25+0.37)+(6.18+2.22+63+0.37+0.252)(7.2+0.6)+(3.6+0.252)16.1+(7.24+3.6)15.2+(3.6+0.252)0.9+(4.32-1.15)11.25-0.185(0.9+0.5+1.5)+3.0513.25+2.85.00.5=1225.130m1225.133挖基础土方(清单工程量)按设计图

5、示尺寸以基础垫层底面积乘以挖土深度计算,挖土深度1.25mS=11.021.675+2.250.6+(50.6+17.1)(18.9-2.2)+2.1(31.7-11.0)=1523.805V=1523.8051.25=1904.756基底扦探:S=1523.805m1904.76挖基础土方(施工方案工程量)挖土深度为1.25m1.35m,故无放坡,只需要考虑增加工作面300mmV=11.62.875+51.22.2+79.3(22.275-2.875-2.1)+32.32.11.25=1982.138m1982.14续附录表三 工程量计算表序号项目名称计算公式单位数量4土石方回填(清单工程量

6、)基础回填=挖基础土方-地下基础及垫层体积J-1:垫层体积=(3.8+0.2)0.15=8.0基础体积=0.33.83.8+(0.5+0.1)0.15+(3.8+0.6+3.8+0.6)/30.45=34.36J-2:垫层体积=0.14.24.211=19.404基础体积=440.4+(0.1+0.5)0.15+(4+0.6+4+0.6)/30.41=100.925J-3:垫层体积=0.13.23.26=6.144基础体积=330.3+(0.5+0.1)0.25+(3+0.6+3+0.6)/30.36=24.192J-4:垫层体积=0.1(4.8+0.2)5=12.5基础体积=4.84.80.

7、3+(4.8+0.7+4.8+0.7)/30.555=60.575J-5:垫层体积=0.15.25.22=5.408基础体积=550.3+(5+0.7+5+0.7)/30.552=26.198J-5a:垫层体积=0.15.2=2.704基础体积=550.4+(5+0.7+5+0.7)/30.55=15.599J-6:垫层体积=0.12.5=0.265基础体积=2.32.30.3+0.550.25+(2.3+0.55+2.3+0.55)/30.3=2.458J-6a:垫层体积=0.12.5=0.265基础体积=2.32.30.3+0.550.25+(2.3+0.55+2.3+0.55)/30.3

8、=2.458J-7:垫层体积= 0.1(2.6+0.2)=0.784基础体积=2.60.3+0.60.25+(2.6+0.6+2.6+0.6)/30.3=11.91J-8:垫层体积=0.1(3.8+0.2)(5.9+0.2)2=4.88基础体积=3.85.90.4+3.85.9+(0.5+0.1)(2.1+0.5+0.1)+3.85.9+0.62.70.35+(0.5+0.1)(2.1+0.5+0.1)0.12=25.014J-9:垫层体积=0.1(3+0.2)(5.1+0.2)=1.696基础体积=35.10.4+35.1+(0.5+0.1)(2.1+0.5+0.1)+35.1+0.62.7

9、0.35+(0.1+0.1)(2.1+0.5+0.1)0.1=8.736J-10:垫层体积=0.1(4.2+0.2)(7.8+0.2)=3.52基础体积=4.27.80.4+4.27.8+(0.6+0.1)(3.6+0.5+0.1)+4.27.8+0.74.2/30.4+0.74.20.05=18.808独立基础垫层总体积=66.29,独立基础总体积=331.229连梁LL1体积=0.354.050.65+0.50.55(2.35-0.3)0.35+0.350.5(0.1+0.55)(2-0.3)5+3.950.65+0.50.55(2.45-0.3)+0.5(0.1+0.55)(2-0.3)

10、0.352+(8.4-2-2.45)0.65+0.5(0.1+0.55)(2-0.3)+0.5(0.1+0.55)(2-0.3)+0.50.55(2.45-0.3)0.35+0.65(8.4-2-2.05)+0.5(0.1+0.55)(2-0.3)+0.5(0.05+0.45)(2.05-0.3)0.35+0.5(0.1+0.55)(2-0.3)+0.50.55(2.4-0.35)+(6.9-2-2.4)0.650.35+0.50.55(2.4-0.35)2+0.65(6.9-2.4-2.4)0.35+0.50.55(2.4-0.35)+0.50.55(2.5-0.35)+(6.9-2.4-2

11、.5)0.650.35+0.50.55(2.5-0.35)+0.5(0.1+0.45)(1.9-0.3)+0.65(6.9-2.5-1.9)0.35+0.50.55(2.45-0.3)+0.5(0.1+0.45)(1.9-0.3)+(7.2-1.9-2.45)0.650.35+0.50.55(2.55-0.4)+0.50.55(2.5-0.35)+(7.2-2.55-2.5)0.650.35+0.50.55(2.5-0.35)+0.50.55(2.4-0.35)+(7.2-2.5-2.4)0.650.35+0.50.55(2.4-0.35)2+0.65(7.2-2.4-2.4)0.352+0.

12、50.55(2.4-0.35)+0.5(0.05+0.45)(2.1-0.4)+0.65(7.2-2.4-2.1)0.35+0.5(0.15+0.55)(1.9-0.3)2+0.65(6.9-1.92)0.35=22.192连梁LL2体积=0.5(0.4+0.15)(1.9-0.3)+0.5(0.4+0.15)(2-0.3)+(6.9-1.9-2)0.650.4+0.5(0.4+0.15)(1.9-0.3)+0.5(0.4+0.15)(2-0.3)+(8.4-1.9-2)0.650.4+0.5(0.4+0.15)(2-0.3)2+(6.9-2-2)0.650.42+0.5(0.4+0.15)(

13、2-0.3)2+(7.2-2-2)0.650.45+0.5(0.4+0.15)(2-0.3)+0.5(0.1+0.35)(1.9-0.3)+(6.9-1.9-2)0.650.4+0.5(0.4+0.15)(2-0.3)+0.5(0.1+0.35)(1.9-0.3)+(7.2-1.9-2)0.650.4+0.5(0.3+0.25)(1.5-0.3)+0.5(0.05+0.4)(2.05-0.3)+(8.4-1.5-2.05)0.650.4+(0.25+0.3)(1.125-0.25)+(6.9-1.1252)0.650.4+0.5(0.4+0.15)(1.9-0.3)+0.5(0.3+0.25)

14、(1.5-0.3)+(6.9-1.9-1.5)0.650.42+0.5(0.4+0.15)(1.9-0.3)+0.5(0.05+0.35)(1.5-0.3)+(6.9-1.9-1.5)0.650.4+0.5(0.05+0.35)(1.5-0.3)+0.5(0.4+0.15)(2-0.3)+(7.2-1.5-2)0.650.4+0.5(0.4+0.15)(1.9-0.3)+0.5(0.4+0.15)(2-0.3)+(7.2-1.9-2)0.650.4+0.5(0.4+0.15)(2-0.3)+0.5(0.3+0.25)(1.5-0.3)+(7.2-1.5-2)0.650.4+(0.3+0.25)

15、(1.5-0.3)+(7.2-1.5-1.5)0.650.43=29.783连梁LL3体积=0.50.55(2.45-0.4)+0.5(0.4+0.15)(1.9-0.3)+(6.3-2.45-1.9)0.550.35+0.50.55(2.45-0.4)+0.5(0.3+0.25)(1.5-0.3)+(6.3-2.45-1.5)0.550.35+0.50.55(2.55-0.4)+0.5(0.4+0.15)(1.9-0.3)+(6.3-2.55-1.9)0.550.35+0.5(0.35+0.1)(1.9-0.3)+0.5(0.1+0.35)(1.5-0.3)+(4.2-1.5-1.9)0.5

16、50.35+0.50.55(2.55-0.4)+0.5(0.4+0.15)(2-0.3)+(7.2-2.55-2)0.550.35+0.50.55(2.55-0.4)+0.5(0.4+0.15)(1.9-0.3)+(7.2-2.55-1.9)0.550.35+0.50.55(2.45-0.4)+0.5(0.3+0.25)(1.5-0.3)+(7.2-2.45-1.5)0.550.353+0.5(0.05+0.4)(2.15-0.4)+0.5(0.3+0.25)(1.5-0.3)+(6.3-1.5-2.15)0.550.35+0.5(0.35+0.1)(1.9-0.3)2+(6.3-1.9-1.

17、9)0.550.35=8.676连梁LL4体积=0.5(0.4+0.15)(2-0.3)+0.5(0.4+0.15)(1.9-0.3)+(6.3-1.9-2)0.550.4+0.5(0.4+0.15)(1.9-0.3)+0.5(0.25+0.3)(1.125-0.25)+(3.6-1.9-1.125)0.550.4+0.5(0.4+0.15)(1.9-0.3)+0.5(0.25+0.3)(1.125-0.25)+(3.6-1.9-1.125)0.550.4+0.5(0.05+0.4)(2.1-0.3)+0.5(0.25+0.3)(1.3-0.3)+(6.3-2.1-1.3)0.550.4+0.

18、5(0.3+0.25)(1.5-0.3)+0.5(0.25+0.3)(1.3-0.3)+(3.6-1.5-1.3)0.550.4+0.5(0.15+0.4)(2-0.3)+0.5(0.25+0.3)(1.5-0.3)+(3.6-2-1.5)0.550.4=3.554连梁总体积=22.192+29.783+8.676+3.554=64.205无连梁部分内墙砖基础体积=0.70.3+0.24(0.85-0.45)+0.01575(6.3-0.24)7+(6.18-0.24)6+(6.4-0.24)+(6.92+3.3-0.242)+(6.9-0.242)+(7.2-0.242)+(3.6+7.25

19、+3.6-2.4)=49.768无连梁部分砖基础体积=0.37(1.5-0.3-0.45)+0.01575+0.30.8(3.63+0.96)=8.639连梁部分砖基础体积=0.37(0.65-0.45)74.42+(8.4+6.3+2.1)2+3.62-0.528-0.42-3.63+0.24(0.65-0.45)(6.9-0.5)+(6.9-0.25-0.3)4+(7.2-0.25-0.3)+(7.2-0.6)5+(6.3-0.25-0.3)9+(8.4-0.25-0.3)9+(4.2-0.5)+(6.3-0.5)=21.8968基础回填=1904.756-(66.29+331.229+6

20、4.205+49.768+21.8968+8.639)=1362.73室内回填=(6.9-0.24)(3.6-0.25-0.145)+(3.3-0.24+3.6-0.24)(6.3+0.02)+(6.9-0.24+6.9-0.242)(6.3+0.02)+(3.3-0.24)+(3.6-0.24)(3.3-0.24)+(3-0.24)(3.3-0.24)+(3.6-0.24)(3-0.24)2+(6.93+3.3)1.8+(6.18-0.24)(6.9-0.24+6.92-0.24+3.3-0.24)+(2.22+6.18+0.9-0.37)(3.6-0.37)+0.376.18+2.1(7.

21、2-0.37)+(4.2+0.13)(7.2-0.5)+(6.18+2.22)(7.2+3.6-0.37)+(6.3+0.01-0.12)3.6-0.24+7.2+3.6-0.24+(3.6-0.24)5+(6.18+0.9-0.24)(3.6-0.5+0.13)+0.13(0.78-0.25)2+(6.18-0.24)(3.6-0.24)8+(7.24+3.62)1.80.4-(0.45-0.37)(0.225-0.145)2+0.260.1320+0.130.1325+0.50.135+0.50.52+0.130.37+(2.22+0.25-0.24)0.26+0.260.262+0.26

22、0.50.4=408.363土(石)方回填体积=1362.728+408.363=1771.091m177.09土石方回填(施工方案工程量)基础回填=1982.138-(66.29+331.229+64.205+49.768+21.8968+8.639)=1484.17室内回填=(6.9-0.24)(3.6-0.25-0.145)+(3.3-0.24+3.6-0.24)(6.3+0.02)+(6.9-0.24+6.9-0.242)(6.3+0.02)+(3.3-0.24)+(3.6-0.24)(3.3-0.24)+(3-0.24)(3.3-0.24)+(3.6-0.24)(3-0.24)2+(

23、6.93+3.3)1.8+(6.18-0.24)(6.9-0.24+6.92-0.24+3.3-0.24)+(2.22+6.18+0.9-0.37)(3.6-0.37)+0.376.18+2.1(7.2-0.37)+(4.2+0.13)(7.2-0.5)+(6.18+2.22)(7.2+3.6-0.37)+(6.3+0.01-0.12)3.6-0.24+7.2+3.6-0.24+(3.6-0.24)5+(6.18+0.9-0.24)(3.6-0.5+0.13)+0.13(0.78-0.25)2+(6.18-0.24)(3.6-0.24)8+(7.24+3.62)1.80.4-(0.45-0.3

24、7)(0.225-0.145)2+0.260.1320+0.130.1325+0.50.135+0.50.52+0.130.37+(2.22+0.25-0.24)0.26+0.260.262+0.260.50.4=408.363土(石)方回填体积=1484.174+408.363=1892.5368m1892.545地基强夯按设计图示尺寸以面积计算S=(7+6.92)(6.5+19.2+6.1)+(7.2+6.92)(6.1+19.2+5.5)+(7.25+3.6+7)(19.2+5.5+4)=2645.66m2645.666砖基础按设计图示尺寸以体积计算,需扣除圈梁、构造柱的体积,基础长度:

25、外墙按中心线,内墙按净长线计算无连梁部分内墙砖基础V1=(0.240.85+0.01575-0.240.24)154.68=25.081无连梁部分外墙砖基础V2=0.37(1.5-0.3)+0.01575-0.240.3716.2=6.009连梁部分内墙砖基础V3=(0.240.65-0.240.24)203.35=20.010连梁部分外墙砖基础V4=0.37(0.65-0.24)164=24.879应扣除构造柱体积V5=(0.24+0.06)0.240.1430+(0.24+0.03)-0.030.142+(0.24+0.06)-0.060.149+(0.24+0.06)(0.24+0.03

26、)-0.030.060.1417+(0.24+0.03)0.240.147+(0.37+0.06)0.370.143+(0.37+0.03)-0.030.146+(0.37+0.06)(0.37+0.03)-0.060.030.143+(0.5+0.06)(0.37+0.03)-0.03(0.5-0.24+0.06)0.14=0.985砖基础总体积=25.081+6.009+20.020+24.879-0.985=74.994m74.997实心砖墙女儿墙墙长按中心线计算,工程量按设计图示尺寸以体积计算,应扣除女儿墙构造柱的体积未扣除构造柱前女儿墙体积=(3.6+6.3+8.4)+(6.93+3

27、.3+7.2+3.6+7.24)+(6.93+3.3+7.24)0.240.65=21.013女儿墙构造柱体积=(0.24+0.06)0.240.6550+(0.24+0.03)-0.030.6513+(0.24+0.06)(0.24+0.03)-0.060.030.658=3.360实心砖墙体积=21.013-3.360=17.653m17.658空心砖墙按设计图示尺寸以填充墙外形体积计算,应扣除门窗洞口、嵌入墙内的钢筋混凝土柱、梁、过梁及单个面积0.3m以外的孔洞未扣除前一层填充墙体积=(6.94+7.26+3.6+6.3+2.22+6.18)2+3.62+2.120.96-300.5(3

28、.6-0.1)0.365+(6.9-0.5)+(6.9-0.55)+(6.9-0.24)+(6.9+0.02)3+(6.3-0.55)3+(6.3-0.52)+(6.9-0.6)3+(6.9-0.24)+(6.92-0.24)+(3.3-0.24)+(6.18-0.37)7+(6.18-0.24)6+(6.3-0.5)5+(6.3+0.01-0.12)4+(3.6-0.24)12+(7.2-0.6)5+(3.6-0.5)3.60.24=497.436未扣除前二层填充墙体积=(0.815+0.25)2+(6.3+2.22+6.18)2+3.62+6.9+6.93+2.1+7.26+3.6+7.2

29、6+3.6+2.1+0.9+6.94+0.94-200.5-0.452(3.3-0.1)0.365+(6.9-0.5)+(6.3+0.02)2+(6.3-0.5)2+(6.3-0.52)+(4.8-0.37)+(6.9-0.24)4-0.24+(6.9-0.5)3+(0.815+0.25+6.9-0.24)+(6.18+0.9-0.24-0.5)3+(4.33-0.37)+(6.3-0.5)6+(6.3+0.01-0.12)4+(7.2-0.5)5+(3.6-0.5)+(7.2-0.24)5+(3.6-0.24)+(6.18+0.9-0.24-0.5)5+(6.18+0.9-0.24)3+(3

30、-0.24)3+(3.6-0.24)+(6-0.24)+(2.1-0.24)5+(2.4-0.24)53.30.24=486.311未扣除前三层填充墙体积=(0.815+0.25)2+(6.3+2.22+6.18)2+3.62+6.9+6.93+2.1+7.26+3.6+7.26+3.6+2.1+0.9+6.94+0.94-200.5-0.452(3.3-0.1)0.365+(6.9-0.5)+(6.3-0.5)7+(6.3+0.02)2+(6.3+0.01-0.12)+(3.3-0.24)+(3.6-0.24)2+(6.9-0.5)4+(6.3-0.52)+(0.815-0.12)+(7.2

31、-0.5)5+(3.6-0.5)+(3.3+0.815+0.25-0.12)+(6.18+2.22+0.9-0.24)+(6.18-0.24)2+(6.18-0.24-0.5)+(3.6-0.24)2+(3.3+6.9-0.24)+(4.08-0.37)+(7.2-0.24)4+(6.18-0.24-0.5)4+(6.18-0.24)23.30.24=419.455未扣除前四层填充墙体积=(0.815+0.25)2+(6.3+2.22+6.18)2+3.62+6.9+6.93+2.1+7.26+3.6+7.26+3.6+2.1+0.9+6.94+0.94-200.5-0.452(3.3-0.1

32、)0.365+(6.9-0.5)+(6.3-0.5)+(6.3+0.02)+(6.3-0.52)+(3.3-0.24)+(3.6-0.24)+(6.9-0.5)+(6.9+7.2-0.12)+(6.3-0.5)2+(6.3+0.01-0.12)3+(7.2-0.5)5+(3.6-0.5)+(6.18+0.9-0.24)4+(6.18+0.9-0.24-0.5)3+(7.2-0.24)4+(7.2+3.6-0.24)3.30.24=376.584未扣除前五层填充墙体积=(0.815+0.25)2+(6.3+2.22+6.18)2+3.62+6.9+6.93+2.1+7.26+3.6+7.26+3

33、.6+2.1+0.9+6.94+0.94-200.5-0.452(3.3-0.1)0.365+(6.9-0.5)+(6.3+0.02)3+(6.3-0.5)2+(6.3-0.52)+(4.8-0.12-0.3)+(6.9-0.5)3+(3.3-0.24)+(3.6-0.24)+(6.92+0.25+0.815-0.24)+(6.9-0.24)2+(6.18-0.24-0.5)2+(4.08-0.37)+(6.3-0.5)2+(6.18-0.5)+(6.18+0.9-0.37)+(3.6-0.5)+(3.6-0.24)3.30.24=331.5426未扣除前六层填充墙体积=3.6+2.1+7.2

34、2+(6.18+2.22+6.18+0.9)+7.22+0.9+(2.1+0.9)+3.6+(4.2+2.22+6.18+2.1+0.9)+(6.3+2.22+6.18+0.9+3.6)2-130.5-0.62-0.353(3.3-0.1)0.365+(3.6-0.5)+(7.2-0.5)+(4.08-0.5)+(6.3-0.5)+(7.22-0.37)+3.6-0.5+3.6-0.243.30.24=151.5488应扣除门窗洞口体积=93+1.82.73+1.52.13+6.42.18+24.46524+29.26524+20.32524+2.8652.1+1.51.545+(6.5+5.

35、55+5.8+5.1)2.1+5.41.85+6.41.88+6.71.816+3.12524+0.71.55+1.61.5+5.9351.8+3.1651.8+1.21.25+6.51.840.365+1.52.445+12.469+0.9212+0.824+1.82.42+1.852.7+1.852.44+1.80.9+1.81.520.24=610.84应扣除过梁体积=0.370.18(1.8+0.5)+(1.5+0.5)+(0.7+0.5)+(1.6+0.5)+0.240.18(1.5+0.5)+(1+0.5)+(0.9+0.5)+(0.8+0.5)+(1.8+0.5)+(1.85+0

36、.5)2+(1.8+0.5)2=1.275应扣除单个面积为0.3m以外的孔洞体积=0.680.830.2426=3.522应扣除构造柱体积=(0.24+0.06)0.24(3.5530-0.14-0.62-0.453-0.55-0.710-0.752-0.554)+(0.24+0.03)-0.03(3.552-0.5-0.55)+(0.24+0.06)(0.24+0.03)-0.060.03(3.5517-0.67-0.73-0.54-0.552-0.75)+(0.24+0.06)-0.06(3.559-0.76-0.52-0.75)+(0.24+0.03)0.24(3.557-0.55-0.

37、54-0.12)+(0.37+0.06)0.37(3.553-0.6-0.72)+(0.37+0.03)-0.03(3.556-0.46)+(0.37+0.03)-0.060.03(3.553-0.62-0.7)+(0.5+0.06)(0.37+0.03)(3.55-0.7)+0.072(3.5523-0.1-0.64-0.456-0.713)+0.072(3.552-0.6-0.7)+0.0792(3.5527-0.65-0.712-0.55-0.53-0.452-0.14)+0.0864(3.554-0.53-0.7)+(0.24+0.03)0.24(3.556-0.13-0.52-0.7

38、)+0.148(3.55-0.7)2+0.1591(3.55-0.4)4+0.1582(3.55-0.7)+0.90.14810+0.15914+(0.5+0.06)(0.37+0.03)4+0.072(3.553-0.1-0.6-0.7)+0.148(3.559-0.76-0.52-0.6)+0.1528(3.553-0.73)+0.90.1482=104.590应扣除嵌入墙内梁的体积=0.4(3.6-0.25-0.225)+0.6(6.93+3.3-0.53-0.37)+0.6(2.1-0.5)+0.7(6.3+8.4-0.52)+0.6(7.24-0.54)+0.7(6.3+8.4-0.

39、52)+0.5(3.6-0.5)+0.6(7.26-0.56)+0.4(2.1-0.5)+0.6(6.93-0.53)+0.4(3.6-0.5)+0.6(6.9-0.5)+0.4(0.9-0.37)+(0.9-0.24)+(3.6+0.5)2+0.4(0.9-0.37)2+(3.6+0.5)0.37+0.4(3.6-0.25-0.225)+(2.1-0.5)+(3.6-0.5)+(6.3+8.4+0.5)+(1.25-0.37-0.25)2+(6.93+0.25+2.115)+(0.9-0.37)7+(3.6+0.5)2+(7.25+4.2+1.75-0.25)+0.5(3.6-0.5)+0.

40、6(2.1-0.5)+(7.26-0.56)+(6.93-0.53)+(6.9-0.5)+1.1852+0.7(6.3+8.4-0.52)0.373+0.4(3.6-0.25-0.225)+(1.25-0.37-0.25)+(6.3+8.4+0.5)+(1.25-0.37-0.25)+(0.9-0.37)+(6.93+0.25+2.115)+(0.9-0.37)+(0.9+0.25)+(3.6-0.24)+0.9+(2.1-0.5)+(7.25+2.35-0.12)+(0.9-0.24)+(0.9-0.37)+(3.6+0.5)+(0.9-0.37)+(2.1-0.5)+(3.6-0.5)+0

41、.5(3.6-0.5)+0.61.185+(1.25-0.37)+(7.24-0.54)+(7.22-0.52)+(6.92-0.52)+(6.9-0.45)+0.65(6.9-0.5)+0.7(6.3+8.4-0.52)0.37+0.4(2.1-0.5+0.9-0.175-0.12+3.6-0.24+0.9-0.37+7.2+3.165-0.12+3.785-0.12+3.6-0.24)+0.5(3.6-0.25-0.175+6.3+8.4-0.352)+0.6(2.1-0.5+7.2+3.165-0.5+0.9-0.37+7.22-1+3.6-0.24)+0.7(6.3+8.4-0.5-0

42、.6+6.3+8.4-0.5-0.6+6.3+8.4-0.52)0.37+(0.5-0.1)(3.6-0.25-0.175)+(0.6-0.1)(4.2-0.5)+(0.7-0.1)(6.3-0.5-0.6)+(0.6-0.1)(7.2-0.25-0.3-0.6-0.242)+(0.5-0.1)(3.6-0.25-0.3)0.24+(0.5-0.1)6.3+(0.7-0.1)(6.3+8.4-0.5-0.6)2-2.12+(0.5-0.1)(6.3-0.242)+(0.6-0.1)(6.9-0.5)+(0.6-0.1)(6.93-0.25-0.3-0.62-2.1)+(0.7-0.1)(6.9

43、-0.3-0.25)+(0.55-0.1)(4.2-0.5)+(0.4-0.1)(2.1-0.5)+(0.6-0.1)(4.2-0.5)+(0.7-0.1)(6.3+8.4-0.5-0.6)2+(0.6-0.1)3.6+(0.45-0.1)(3.6-0.24)+(0.4-0.1)(0.9-0.37)2+(0.4-0.1)(0.9-0.37)0.24+(0.6-0.1)(6.9-0.5)+(0.7-0.1)(6.3-0.5-0.6)+(0.5-0.1)(6.3-0.24)+(0.6-0.1)(6.9-0.5)+(0.45-0.1)(6.9-0.24)+(0.4-0.1)(3.3-0.24+3.6-0.24)+(0.55-0.1)(4.2-0.5)+(0.4-0.1)(2.

移动网页_全站_页脚广告1

关于我们      便捷服务       自信AI       AI导航        获赠5币

©2010-2024 宁波自信网络信息技术有限公司  版权所有

客服电话:4008-655-100  投诉/维权电话:4009-655-100

gongan.png浙公网安备33021202000488号   

icp.png浙ICP备2021020529号-1  |  浙B2-20240490  

关注我们 :gzh.png    weibo.png    LOFTER.png 

客服