




已阅读5页,还剩9页未读, 继续免费阅读
版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
桩基成孔数据统计(1#楼商铺)桩号桩径(D)mm桩护筒高程(m)原土标高(m)成孔深度(m)桩底高程(m)设计桩顶标高(m)砼高度(m)钢筋笼顶高程(m)浇筑时间备注1S-360040.4538.859.1329.7238.058.338.832016.11.11S-260040.2538.99.1729.7338.058.328.822016.11.11S-160040.1938.859.1829.6738.058.388.882016.11.11S-660039.5238.819.1429.6738.058.388.882016.11.11S-760039.2738.979.229.7738.058.288.782016.11.11S-860038.9438.999.7529.2438.058.819.312016.11.11S-1360039.5338.99.1329.7738.058.288.782016.11.11S-1460039.3639.279.3329.9438.058.118.612016.11.11S-1960039.6339.259.4429.8138.058.248.742016.11.11S-2360039.5539.29.3229.8838.058.178.672016.11.11S-2860039.9639.229.1430.0838.057.978.472016.11.11S-460039.4238.979.4529.5238.058.539.032016.11.21S-560039.5638.99.3229.5838.058.478.972016.11.21S-1060039.5939.4510.0129.4438.058.619.112016.11.21S-960039.2638.999.5329.4638.058.599.092016.11.21S-1160039.539.471029.4738.058.589.082016.11.21S-1260039.5639.19.5429.5638.058.498.992016.11.21S-1660040.1839.369.6829.6838.058.378.872016.11.21S-1560039.4539.269.729.5638.058.468.962016.11.2建设单位:经办人: 年 月 日代建单位:经办人: 年 月 日监理单位:经办人: 年 月 日施工单位:经办人: 年 月 日桩基成孔数据统计(1#楼商铺)桩号桩径(D)mm桩护筒高程(m)原土标高(m)成孔深度(m)桩底高程(m)设计桩顶标高(m)砼高度(m)钢筋笼顶高程(m)浇筑时间备注1S-1760040.3939.39.6629.6438.058.418.912016.11.21S-1860039.9139.419.8429.5738.058.488.982016.11.21S-2060039.4639.29.5429.6638.058.398.892016.11.21S-4360039.7739.529.9229.6038.058.458.952016.11.41S-4260039.7739.449.8529.5938.058.468.962016.11.41S-3760040.4139.349.7329.6138.058.448.942016.11.41S-4560039.7439.8410.3429.5038.058.559.052016.11.51S-2260039.7639.429.8729.5538.058.592016.11.61S-2160039.6639.389.8729.5138.058.549.042016.11.61S-2460039.6639.349.8129.5338.058.29.022016.11.61S-2560040.2539.9310.429.5338.058.529.022016.11.62S-3460039.6939.319.7229.5938.058.468.962016.11.61S-3660039.6439.489.9229.5638.058.498.992016.11.61S-3960039.8839.7910.1629.6338.058.428.922016.11.61S-4060040.3139.8210.2129.6138.058.448.942016.11.61S-4460039.8339.631029.6338.058.428.922016.11.61S-3160039.6539.459.8529.638.058.458.95 2016.11.61S-4160039.7839.379.6629.7138.058.348.842016.11.61S-3860039.7239.429.7729.6538.058.48.92016.11.6建设单位:经办人: 年 月 日代建单位:经办人: 年 月 日监理单位:经办人: 年 月 日施工单位:经办人: 年 月 日桩基成孔数据统计(1#楼商铺)桩号桩径(D)mm桩护筒高程(m)原土标高(m)成孔深度(m)桩底高程(m)设计桩顶标高(m)砼高度(m)钢筋笼顶高程(m)浇筑时间备注1S-351S-3260040.2739.329.8529.4738.058.589.082016.11.61S-3260039.6439.439.9429.4938.058.569.062016.11.61S-2760039.6839.3910.1629.2338.058.829.322016.11.61S-3360039.6839.319.7229.5938.058.468.962016.11.61S-2660039.9739.369.8429.5238.058.539.032016.11.6建设单位:经办人: 年 月 日代建单位:经办人: 年 月 日监理单位:经办人: 年 月 日施工单位:经办人: 年 月 日桩基成孔数据统计(2#楼商铺)桩号桩径(D)mm桩护筒高程(m)原土标高(m)成孔深度(m)桩底高程(m)设计桩顶标高(m)砼高度(m)钢筋笼顶高程(m)浇筑时间备注2-4660039.6139.5210.0629.4638.59.049.542016.11.32-4460039.5139.449.9329.5138.58.999.492016.11.32-4260039.5739.399.9229.4738.59.039.532016.11.32-4360040.1239.239.8129.4238.59.089.582016.11.32S-3460039.4839.319.5829.7338.058.328.822016.11.32S-2860039.5739.229.8529.3738.058.689.182016.11.32S-2460039.7439.139.7929.3438.058.719.212016.11.32S-1960040.3239.519.9929.5238.058.539.032016.11.32S-3560040.1739.469.8929.5738.058.488.982016.11.32S-3660039.5439.5910.2529.3438.058.719.212016.11.32S-3760039.4839.399.8129.5838.058.478.972016.11.32S-1560039.6639.5010.0429.4638.058.598.592016.11.32S-1160040.3839.439.9529.4838.058.578.572016.11.32S-2960039.7139.229.7629.4638.058.599.092016.11.42S-3060039.6139.209.6729.5338.058.529.022016.11.42S-160039.8339.479.9929.4838.058.579.072016.11.42S-2560039.8039.329.7229.6038.058.458.952016.11.42S-2660039.7239.309.5429.7638.058.298.792016.11.42S-560039.6939.509.9129.5938.058.468.962016.11.4建设单位:经办人: 年 月 日代建单位:经办人: 年 月 日监理单位:经办人: 年 月 日施工单位:经办人: 年 月 日桩基成孔数据统计(2#楼商铺)桩号桩径(D)mm桩护筒高程(m)原土标高(m)成孔深度(m)桩底高程(m)设计桩顶标高(m)砼高度(m)钢筋笼顶高程(m)浇筑时间备注2S-660040.3339.499.9129.5838.058.478.972016.11.42-4860039.8039.4610.0129.4538.59.059.552016.11.42S-2160039.339.419.9129.5038.058.559.052016.11.52S-2060040.1639.559.9629.5938.058.468.962016.11.52S-1760039.6839.569.9829.5838.058.478.972016.11.52S-1660039.7739.669.9729.6938.058.368.862016.11.52S-1360039.8339.6310.0529.5838.058.478.972016.11.52S-1260039.6139.519.9429.5738.058.488.982016.11.52S-860039.6239.6110.0729.5438.058.519.012016.11.52S-760040.3739.7710.1429.6338.058.428.922016.11.52S-460039.7339.8410.2429.6038.058.458.952016.11.52S-360040.4739.579.9529.6238.058.438.932016.11.52S-260040.3939.529.9929.5338.058.529.022016. 11.6 建设单位:经办人: 年 月 日代建单位:经办人: 年 月 日监理单位:经办人: 年 月 日施工单位:经办人: 年 月 日桩基成孔数据统计(11#12#商铺)桩号桩径(D)mm桩护筒高程(m)原土标高(m)成孔深度(m)桩底高程(m)设计桩顶标高(m)砼高度(m)钢筋笼顶高程(m)浇筑时间备注S-7260039.6539.049.3729.6738.058.388.882016.11.8S-7160039.5538.969.3629.638.058.458.952016.11.8S-7060040.0939.089.529.5838.058.478.972016.11.8S-6960040.0539.119.6629.4538.058.69.12016.11.8S-6860039.8939.19.5729.5338.058.529.022016.11.8S-6760040.2439.189.7429.4438.058.619.112016.11.8S-6660039.2739.029.5929.4338.058.629.122016.11.8S-6560039.4838.979.5229.4538.058.69.12016.11.8S-6460039.7839.089.6329.4538.4599.52016.11.8S-5960039.7238.999.5429.4538.358.99.42016.11.8S-4260039.7438.949.4929.4538.058.69.12016.11.8S-5860039.7839.089.6329.4538.358.99.42016.11.9S-5760040.4539.159.6529.538.358.859.352016.11.9S-5660039.8039.189.729.4838.358.879.372016.11.9S-5560039.7839.229.8229.4038.358.959.452016.11.9S-5460039.7739.239.7729.4638.358.899.392016.11.9S-5360039.7039.289.8329.4538.358.99.42016.11.9S-5260039.5139.089.6429.4438.058.619.112016.11.9S-5160040.2239.119.6329.4738.058.589.082016.11.9建设单位:经办人: 年 月 日代建单位:经办人: 年 月 日监理单位:经办人: 年 月 日施工单位:经办人: 年 月 日桩基成孔数据统计(11#12#商铺)桩号桩径(D)mm桩护筒高程(m)原土标高(m)成孔深度(m)桩底高程(m)设计桩顶标高(m)砼高度(m)钢筋笼顶高程(m)浇筑时间备注S-4960039.5039.139.7229.4138.058.649.142016.11.9S-4760039.9138.989.5529.4338.058.629.122016.11.9S-4560040.439.039.6129.4238.058.639.132016.11.9S-5060039.7239.129.7229.4138.058.649.142016.11.10S-4860040.4739.259.829.4538.058.69.12016.11.10S-4660039.8439.149.6429.538.058.559.052016.11.10S-4460040.3639.169.6929.4738.058.589.082016.11.10S-4060039.5639.169.8129.3538.058.79.22016.11.10S-3660039.4239.049.5829.4638.058.599.092016.11.10S-3560040.3739.179.7229.4538.058.69.12016.11.10S-3960039.3939.209.7529.4538.058.69.12016.11.10S-4360039.6339.239.8329.438.058.659.152016.11.10S-3460039.7639.019.5829.4338.058.629.122016.11.10S-3860039.2739.079.7229.3538.058.79.22016.11.10S-360039.6039.039.6129.4238.058.639.132016.11.11S-260039.5838.969.5329.4338.058.629.122016.11.11S-160039.4138.899.4429.4538.058.69.102016.11.11S-460040.2138.689.2829.4038.09.19.62016.11.11S-860039.4539.059.629.4538.08.559.052016.11.11建设单位:经办人: 年 月 日代建单位:经办人: 年 月 日监理单位:经办人: 年 月 日施工单位:经办人: 年 月 日桩基成孔数据统计(11#12#商铺)桩号桩径(D)mm桩护筒高程(m)原土标高(m)成孔深度(m)桩底高程(m)设计桩顶标高(m)砼高度(m)钢筋笼顶高程(m)浇筑时间备注S-1360040.1538.89.4529.3538.058.79.22016.11.11S-1460039.4739.109.7329.3738.058.689.182016.11.11S-1560039.9538.909.5129.3938.058.669.162016.11.11S-1860039.3638.859.4329.4238.058.639.132016.11.11S-1960038.9938.759.2129.5438.058.519.012016.11.11S-2060039.4338.99.3729.5338.058.529.022016.11.11S-2260039.3239.079.6129.4638.058.599.092016.11.12S-2560039.6839.059.6529.4038.058.659.152016.11.12S-2860039.8039.019.6429.3738.058.689.182016.11.12S-3160040.4538.759.2929.4638.058.599.092016.11.12S-3260039.8139.179.7329.4438.058.619.112016.11.12S-2960039.7139.089.6929.3938.058.669.162016.11.12S-2660039.6639.19.7329.3738.058.689.182016.11.12S-2160039.4839.059.6929.3638.058.699.192016.11.12S-1760040.0338.959.5529.438.058.659.152016.11.12S-1660039.2938.909.5629.3438.058.719.212016.11.12S-1260039.0138.74 9.3129.4338.058.629.122016.11
温馨提示
- 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。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 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. 人人文库网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,对用户上传分享的文档内容本身不做任何修改或编辑,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。
最新文档
- 土地公司员工管理制度
- 内衣工厂日常管理制度
- 工厂食堂餐馆管理制度
- 民企仓库整改方案(3篇)
- 养老院洗衣机管理制度
- 别墅阁楼修建方案(3篇)
- 公安巡防归谁管理制度
- 财税业务筹划方案(3篇)
- 工厂仓库部门管理制度
- 医院物资收纳管理制度
- 2025-2030沥青市场投资前景分析及供需格局研究研究报告
- 剪辑考试试题及答案
- 智能财务导论 课件全套 陈俊 第1-12章 智能财务的发展 -数智时代的会计伦理
- 儿童言语康复试题及答案
- 2025-2030中国蓝莓市场销售策略分析与发展前景研究研究报告
- 以爱为笔书写班级管理篇章 课件-2024-2025学年下学期班主任工作经验分享
- DB44-T 2607.4-2025 滨海蓝碳碳汇能力调查与核算技术指南 第4部分:盐沼
- 钢制水池施工方案(3篇)
- 2025年金融数学考试试题及答案
- 面包店店长月工作总结
- 人才梯队建设的重要性计划
评论
0/150
提交评论