版權(quán)說(shuō)明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡(jiǎn)介
1、人工挖孔樁現(xiàn)場(chǎng)施工記錄工程名稱:2 #樓工程樁編 號(hào)土層深度(m)強(qiáng)風(fēng)化巖層深度(m)中風(fēng)化層層深度(m)樁身長(zhǎng)度(m)自然地面標(biāo)高(m)開(kāi)挖樁頂標(biāo)高(m)有效樁長(zhǎng)(m)鋼筋籠長(zhǎng)度(m)設(shè)計(jì)樁頂標(biāo)咼(m)日期110.255.21.2514.412.8012.8014.014.7210.1002011.2.21210.895.11.2114.912.8012.8014.515.2210.1002011.2.2139.875.31.2314.112.8012.8013.714.4210.1002011.2.21410.225.11.1814.212.8012.8013.814.5210.10020
2、11.2.2159.815.21.2413.9512.8012.8013.5514.2710.1002011.2.21610.285.21.2214.412.8012.8014.014.7210.1002011.2.2179.295.31.2113.512.8012.8013.213.9210.2002011.2.21810.065.11.141412.8012.8013.714.4210.2002011.2.2199.695.21.1113.712.8012.8013.414.1210.1002011.2.211010.495.11.2114.512.8012.8014.114.8210.1
3、002011.2.211110.495.21.2114.612.8012.8014.214.9210.1002011.2.21129.855.11.1513.812.8012.8013.414.1210.1002011.2.21139.585.21.2213.712.8012.8013.314.0210.1002011.2.211410.295.11.2114.312.8012.8013.914.6210.1002011.2.21樁編 號(hào)土層深度(m)強(qiáng)風(fēng)化巖層深度(m)中風(fēng)化層層深度(m)樁身長(zhǎng)度(m)自然地面標(biāo)高(m)開(kāi)挖樁頂標(biāo)高(m)有效樁長(zhǎng)(m)鋼筋籠長(zhǎng)度(m)設(shè)計(jì)樁頂標(biāo)咼(m)日期1
4、59.545.21.1113.5512.8012.8013.0513.779.8002011.2.21169.125.11.2313.1512.8012.8012.7513.479.8002011.2.21179.695.31.2113.912.8012.8013.614.3210.2002011.2.21189.35.11.2513.3512.8012.8012.9513.679.7002011.2.21199.545.21.2613.712.8012.8013.314.029.7002011.2.21209.556.21.3014.7512.8012.8014.3515.079.70020
5、11.2.21218.65.31.1012.712.8012.8012.313.0210.1002011.2.21228.995.31.2113.212.8012.8012.813.5210.1002011.2.21239.095.21.2113.212.8012.8012.913.6210.2002011.2.21247.985.81.3212.812.8012.8012.413.129.8002011.2.21257.285.71.2211.912.8012.8011.512.229.8002011.2.21267.046.11.2112.0512.8012.8011.6512.379.8
6、002011.2.21277.656.21.1512.712.8012.8012.313.029.8002011.2.21287.346.11.1612.312.8012.8011.912.6210.1002011.2.21樁編 號(hào)土層深度(m)強(qiáng)風(fēng)化巖層深度(m)中風(fēng)化層層深度(m)樁身長(zhǎng)度(m)自然地面標(biāo)高(m)開(kāi)挖樁頂標(biāo)高(m)有效樁長(zhǎng)(m)鋼筋籠長(zhǎng)度(m)設(shè)計(jì)樁頂標(biāo)咼(m)日期298.075.81.2312.812.8012.8012.413.1210.1002011.2.21307.845.71.2112.4512.8012.8012.0512.779.7002011.2.21317
7、.686.11.2212.712.8012.8012.313.029.7002011.2.21327.476.21.2312.612.8012.8012.212.929.7002011.2.21339.086.31.1214.212.8012.8013.814.529.7002011.2.21347.366.41.1412.612.8012.8012.212.929.7002011.2.21358.386.71.1213.912.8012.8013.514.429.7002011.2.21367.386.51.2212.812.8012.8012.413.129.7002011.2.21377
8、.576.21.2312.712.8012.8012.313.029.7002011.2.21389.256.31.2514.512.8012.8014.114.829.7002011.2.21397.625.81.2812.412.8012.8012.112.8210.2002011.2.21407.835.91.3212.7512.8012.8012.3513.079.8002011.2.21419.856.11.1514.812.8012.8014.415.129.8002011.2.21428.46.21.3013.612.8012.8013.213.9210.1002011.2.21
9、樁編 號(hào)土層深度(m)強(qiáng)風(fēng)化巖層深度(m)中風(fēng)化層層深度(m)樁身長(zhǎng)度(m)自然地面標(biāo)高(m)開(kāi)挖樁頂標(biāo)高(m)有效樁長(zhǎng)(m)鋼筋籠長(zhǎng)度(m)設(shè)計(jì)樁頂標(biāo)咼(m)日期437.876.81.2313.612.8012.8013.213.9210.1002011.2.21447.445.71.2612.112.8012.8011.712.4210.1002011.2.21456.576.11.1311.512.8012.8011.111.8210.1002011.2.21466.356.21.1511.412.8012.8011.011.7210.1002011.2.21477.166.31.241
10、2.412.8012.8012.012.7210.1002011.2.21487.245.41.2111.5512.8012.8011.2511.9710.2002011.2.214913.026.71.4818.912.8012.8018.519.2210.2002011.2.26507.136.51.2712.612.8012.8012.212.9210.1002011.2.215112.448.21.5619.912.8012.8019.520.2210.1002011.2.265211.157.31.4517.612.8012.8017.217.9210.1002011.2.21531
11、2.977.81.4319.912.8012.8019.620.3210.2002011.2.265411.447.91.4618.512.8012.8018.118.829.7002011.2.26558.336.11.3213.4512.8012.8013.0513.779.7002011.2.26567.796.21.2112.912.8012.8012.513.229.7002011.2.26樁編 號(hào)土層深度(m)強(qiáng)風(fēng)化巖層深度(m)中風(fēng)化層層深度(m)樁身長(zhǎng)度(m)自然地面標(biāo)高(m)開(kāi)挖樁頂標(biāo)高(m)有效樁長(zhǎng)(m)鋼筋籠長(zhǎng)度(m)設(shè)計(jì)樁頂標(biāo)咼(m)日期578.55.81.2013.2
12、12.8012.8012.813.5210.1002011.2.26589.486.71.3215.212.8012.8014.815.5210.1002011.2.26598.396.11.2113.412.8012.8013.013.7210.1002011.2.26606.876.21.2312.012.8012.8011.712.4210.2002011.2.26617.396.31.1112.512.8012.8012.212.9210.2002011.2.26628.456.41.2513.812.8012.8013.414.1210.1002011.2.26638.586.71.
13、2214.212.8012.8013.814.5210.1002011.2.26646.496.51.2111.912.8012.8011.512.2210.1002011.2.26657.489.21.3215.712.8012.8015.316.0210.1002011.2.266657.11.2011.012.8012.8010.611.3210.1002011.2.26675.887.31.3212.212.8012.8011.812.5210.1002011.2.26686.097.21.2112.212.8012.8011.812.529.8002011.2.26696.027.5
14、1.2312.4512.8012.8012.0512.779.8002011.2.26705.897.11.1111.812.8012.8011.512.2210.2002011.2.26樁編 號(hào)土層深度(m)強(qiáng)風(fēng)化巖層深度(m)中風(fēng)化層層深度(m)樁身長(zhǎng)度(m)自然地面標(biāo)高(m)開(kāi)挖樁頂標(biāo)高(m)有效樁長(zhǎng)(m)鋼筋籠長(zhǎng)度(m)設(shè)計(jì)樁頂標(biāo)咼(m)日期714.88.51.2012.212.8012.8011.812.529.7002011.2.26724.888.31.3212.212.8012.8011.812.529.7002011.2.26734.698.21.2111.812.8012.
15、8011.412.129.7002011.2.26744.878.61.2312.412.8012.8012.012.7210.1002011.2.26753.298.41.1110.512.8012.8012.112.8210.1002011.2.26762.358.81.2510.112.8012.809.810.5210.2002011.2.26773.288.61.2210.812.8012.8010.411.129.8002011.2.26783.098.91.2110.912.8012.8010.511.229.8002011.2.26792.359.031.8210.912.80
16、12.8010.511.229.8002011.2.26802.138.361.6410.012.8012.809.610.329.8002011.2.26812.248.021.9810.012.8012.809.610.3210.1002011.2.26822.168.771.5310.312.8012.809.910.6210.1002011.2.26832.239.681.6211.312.8012.8010.911.629.7002011.2.26842.139.081.5210.612.8012.8010.210.929.7002011.2.26樁編 號(hào)土層深度(m)強(qiáng)風(fēng)化巖層深度
17、(m)中風(fēng)化層層深度(m)樁身長(zhǎng)度(m)自然地面標(biāo)高(m)開(kāi)挖樁頂標(biāo)高(m)有效樁長(zhǎng)(m)鋼筋籠長(zhǎng)度(m)設(shè)計(jì)樁頂標(biāo)咼(m)日期852.258.721.3810.112.8012.809.710.429.7002011.2.26862.109.141.9612.012.8012.8011.612.329.7002011.2.26871.589.821.8811.712.8012.8011.312.029.7002011.2.26881.459.641.9611.612.8012.8011.211.929.7002011.2.26892.159.742.8612.612.8012.8012.21
18、2.929.7002011.2.26901.8911.152.5513.712.8012.8013.314.029.7002011.2.26911.7510.492.3112.812.8012.8012.413.129.7002011.2.26921.898.131.329.4512.8012.809.159.8710.2002011.2.26931.789.181.5210.712.8012.8010.311.029.8002011.2.26941.869.271.5310.812.8012.8010.411.129.8002011.2.26951.749.641.8611.512.8012.8011.111.8210.1002011.2.26961.569.722.4812.212.8012.8011.812.5210.1002011.2.26971.897.871.539.412.8012.809.09.7210.1002011.2.26981.658.251.659.912.8012.809.510.2210.1002011.2.26樁編 號(hào)土層深度(m)強(qiáng)風(fēng)化巖層深度(m)中風(fēng)化層層深度(m)樁身長(zhǎng)度(m)自然地面標(biāo)高(m)開(kāi)挖樁頂標(biāo)高(m)有效樁長(zhǎng)(m)鋼筋籠長(zhǎng)度(m)設(shè)計(jì)樁頂標(biāo)咼(m)日期991.587.841.569.412.8012.809.09
溫馨提示
- 1. 本站所有資源如無(wú)特殊說(shuō)明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒(méi)有圖紙預(yù)覽就沒(méi)有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。
最新文檔
- 2024年物流與供應(yīng)鏈管理優(yōu)化合同
- 2024年滬教版七年級(jí)物理下冊(cè)月考試卷
- 2024年浙教版高二數(shù)學(xué)上冊(cè)階段測(cè)試試卷
- 2024年離異后子女撫養(yǎng)費(fèi)用協(xié)議
- 醫(yī)療安全知識(shí)在英語(yǔ)繪本教學(xué)中的滲透
- 2025中國(guó)鐵路北京局集團(tuán)招聘全日制普通高校畢業(yè)生140人(二)高頻重點(diǎn)提升(共500題)附帶答案詳解
- 2025中國(guó)郵政集團(tuán)江蘇分公司春季招聘高頻重點(diǎn)提升(共500題)附帶答案詳解
- 2025中國(guó)系統(tǒng)校園招聘360人(寒假專場(chǎng))高頻重點(diǎn)提升(共500題)附帶答案詳解
- 2025中國(guó)原子能科學(xué)研究院回旋加速器研究設(shè)計(jì)中心校園招聘高頻重點(diǎn)提升(共500題)附帶答案詳解
- 2025中共江蘇省委黨校(江蘇行政學(xué)院)公開(kāi)招聘專業(yè)技術(shù)人員10人高頻重點(diǎn)提升(共500題)附帶答案詳解
- 電網(wǎng)行業(yè)工作匯報(bào)模板22
- 2024年-江蘇省安全員-A證考試題庫(kù)及答案
- 2024年青干班培訓(xùn)個(gè)人總結(jié)
- 2021~2022學(xué)年廣東廣州越秀區(qū)八年級(jí)上學(xué)期期末語(yǔ)文試卷(含答案)
- 固態(tài)電池生產(chǎn)(1GWH)項(xiàng)目可行性研究報(bào)告模板-立項(xiàng)拿地
- 中建一期工程履帶吊安拆方案
- 廣東省深圳市坪山區(qū)2024學(xué)年七年級(jí)上學(xué)期期末數(shù)學(xué)試題【含答案】
- 2024游樂(lè)新“室”界室內(nèi)樂(lè)園洞察與趨勢(shì)研究報(bào)告
- 2024-2025學(xué)年一年級(jí)數(shù)學(xué)上冊(cè)期末樂(lè)考非紙筆測(cè)試題(二 )(蘇教版2024秋)
- 辦公樓電氣改造施工方案
- 浙江省衢州市2023-2024學(xué)年高一上學(xué)期期末英語(yǔ)試題(含答案)3
評(píng)論
0/150
提交評(píng)論