ImageVerifierCode 换一换
格式:XLS , 页数:6 ,大小:37KB ,
资源ID:3087083      下载积分:2 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。 如填写123,账号就是123,密码也是123。
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: 支付宝扫码支付 微信扫码支付   
验证码:   换一换

加入VIP,免费下载
 

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.wnwk.com/docdown/3087083.html】到电脑端继续下载(重复下载不扣费)。

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: QQ登录  

下载须知

1: 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。
2: 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。
3: 文件的所有权益归上传用户所有。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 本站仅提供交流平台,并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

版权提示 | 免责声明

本文(构造柱 (2).xls)为本站会员(a****2)主动上传,蜗牛文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身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,请立即通知蜗牛文库(发送邮件至admin@wnwk.com或直接QQ联系客服),我们立即给予删除!

构造柱 (2).xls

1、 工工程程名名称称:中中冶冶.兴兴港港华华府府二二期期13#13#楼楼清清单单工工程程量量(二二17+117+1层层)构构造造柱柱序号构件名称图元位置工程量计算式1 1GZ1体体积积 =4.92m34.92m3L轴+600/2线(0.2*0.2*3+(0.06/2*0.2*3*2)*4=0.624m30.624L轴+600/5线(0.2*0.2*3+(0.06/2*0.2*3*2)*4=0.624m30.624E轴/1线(0.2*0.2*3+(0.06/2*0.2*3*1)*4=0.552m30.552E轴/4线(0.2*0.2*3+(0.06/2*0.2*3*3)*4=0.696m40.69

2、6E轴/6线+300(0.2*0.2*3+(0.06/2*0.2*3*2)*4=0.624m30.624D轴-2100/4线(0.2*0.2*3+(0.06/2*0.2*3*2))*4=0.624m30.624D轴-2100/6线+900(0.2*0.2*3+(0.06/2*0.2*3*2))*4=0.624m30.624A轴-600/6线(0.2*0.2*3+(0.06/2*0.2*3*1)*4=0.552m30.552B轴+3300/9线(0.2*0.2*3+(0.06/2*0.2*3*2))*4=0.624m30.6242 2GZa体体积积 =3.11m33.11m3L轴+625/3线+

3、840(0.12*0.15*3+(0.06/2*0.12*3*2)*4=3024m30.3024L轴+625/4线-760(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592L轴+625/7线-840(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592L轴+625/7线+400(0.12*0.15*3+(0.06/2*0.12*3*2)*4=3024m30.3024E轴/3线-400(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592E轴/3线+100(0.12*0.15*3+(0

4、.06/2*0.12*3*2)*4=3024m30.3024E轴/7线+1400(0.12*0.15*3+(0.06/2*0.12*3*2)*4=3024m30.3024C轴+1560/4线-25(0.12*0.15*3+(0.06/2*0.12*3*2)*4=3024m30.3024A轴-625/7线+740(0.12*0.15*3+(0.06/2*0.12*3*2)*4=3024m30.3024 第第 1 1 页页 共共 6 6 页页 工工程程名名称称:中中冶冶.兴兴港港华华府府二二期期13#13#楼楼清清单单工工程程量量A轴-625/7线-840(0.12*0.15*3+(0.06/2*

5、0.12*3)*4=0.2592m30.2592A轴-625/9线-640(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.25923 3GZb体体积积 =4.446m34.446m3L轴/3线+875(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486L轴/4线+775(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486L轴/7线-925(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486

6、L轴/7线+425(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486F轴/3线-325(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486F轴/3线+925(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486F轴/7线-1325(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486C轴+1575/5线(0.15*0.2*3+(0.06/2*0.15*3+0.06/2

7、*0.2*3)*4=0.486m30.486A轴/9线-625(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3*2)*4=0.558m30.558小计体体积积=13.1m3=13.1m3 第第 2 2 页页 共共 6 6 页页 工工程程名名称称:中中冶冶.兴兴港港华华府府二二期期13#13#楼楼清清单单工工程程量量 第第 3 3 页页 共共 6 6 页页女女儿儿墙墙构构造造柱柱序号构件名称工程量计算式1 1GZa体体积积 =1.685m3=1.685m3L轴+625/3线+840(0.12*0.15*3+(0.06/2*0.12*3*2)*4=0.3024m30.

8、3024L轴+625/4线-760(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592L轴+625/7线-840(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592L轴+625/7线+400(0.12*0.15*3+(0.06/2*0.12*3*2)*4=0.3024m30.3024C轴+1560/4线-25(0.12*0.15*3+(0.06/2*0.12*3*2)*4=0.3024m30.3024A轴-625/7线+740(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592A轴

9、-625/7线-840(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.25922 2GZb体体积积 =4.032m3=4.032m3L轴/3线+875(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504L轴/4线+775(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504L轴/7线-925(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504L轴/7线+425(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504C轴+1575/5

10、线(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504A轴/7线+760(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504A轴/7线-840(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504A轴/9线-625(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.5043 3GZ4体体积积 =2.363m32.363m3L轴+600/2线(0.24*0.24*0.6+(0.06/2*0.24*0.6*2)*4=0.173m30.1728K轴+600/17线(0.24

11、*0.24*0.6+(0.06/2*0.24*0.6)*2=0.078m30.07776H轴/1线(0.24*0.24*0.6+(0.06/2*0.24*0.6*3)*4=0.19m30.19008H轴/2线+1000(0.24*0.24*0.6+(0.06/2*0.24*0.6*4)*4=0.207m30.20736E轴/1线(0.24*0.24*0.6+(0.06/2*0.24*0.6*2)*4=0.173m30.713E轴/2线+1000(0.24*0.24*0.6+(0.06/2*0.24*0.6*3)*4=0.19m30.19E轴/5线-600(0.24*0.24*0.6+(0.06

12、/2*0.24*0.6*4)*4=0.207m30.207D轴/4线+2000(0.24*0.24*0.6+(0.06/2*0.24*0.6)*4=0.156m30.15552D轴-2100/4线(0.24*0.24*0.6+(0.06/2*0.24*0.6*3)*4=0.19m30.19B轴+2850/7线(0.24*0.24*0.6+(0.06/2*0.24*0.6*2)*4=0.173m30.173B轴+2850/9线(0.24*0.24*0.6+(0.06/2*0.24*0.6*2)*2=0.086m30.0864序序号号构构件件名名称称工程量计算式4 4GZ4体体积积 =3m33m3

13、L轴+600/2线+2400(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259L轴+600/5线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259L轴+600/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259L轴+600/8线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259H轴+2700/2线+2400(0.24*0.24*0.9+(0.06/2*0.24*0.9*3)*4=0.285m30.28

14、512H轴/2线+2400(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259D轴/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259D轴/9线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*2=0.130m30.1296D轴-3300/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259B轴/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259A轴-600/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259A轴-600/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259小小计计体体积积=11.343m3=11.343m33 3GZ4

copyright@ 2008-2023 wnwk.com网站版权所有

经营许可证编号:浙ICP备2024059924号-2