回彈法檢測混凝土抗壓強度計算程序

上傳人：1*** IP屬地：湖北上傳時間：2023-11-06 格式：XLS 頁數：34 大小：198.50KB 積分：6 舉報 版權申訴

已閱讀5頁，還剩29頁未讀，繼續(xù)免費閱讀

版權說明：本文檔由用戶提供并上傳，收益歸屬內容提供方，若內容存在侵權，請進行舉報或認領

文檔簡介

回彈法檢測混凝土抗壓強度計算程序,,,,,,,,,,,,,,,,平均值(MPa),標準差(MPa),最小值(MPa),推定強度(MPa)

,,,,,,,,,,,,,,,,35.8,3.21,30.9,30.5

淡紫色區(qū)域為可編輯區(qū)域，其他區(qū)域不可動,,,,,,,,,,,,,,,,,,,

回彈數據輸入區(qū)域,,,,,,,,,參數設定（只需第一行設定）,,,,計算區(qū)域（不用動）,,,,,,

序號,1,2,3,4,5,6,7,8,碳化值,角度,測試面,"泵送

混凝土",Rm,"角度

修正值","測試面

修正值","修正

回彈值","強度

換算值","泵送砼強度

修正值","修正強度

換算值"

1,52,51,47,47,54,53,46,54,≥6.0,90,側面,否,50.4,-3.5,0,46.9,34.4,0,34.4

,50,49,47,52,53,48,50,52,,,,,,,,,,,

2,53,48,49,53,50,49,51,52,≥6.0,90,側面,否,49.7,-3.53,0,46.2,33.3,0,33.3

,47,49,49,46,54,49,48,51,,,,,,,,,,,

3,54,47,52,46,45,48,46,45,≥6.0,90,側面,否,49.0,-3.6,0,45.4,32.2,0,32.2

,49,54,51,47,48,53,49,54,,,,,,,,,,,

4,49,51,45,49,49,45,45,51,≥6.0,90,側面,否,48.1,-3.6,0,44.5,30.9,0,30.9

,54,52,46,53,51,45,45,45,,,,,,,,,,,

5,54,45,46,51,47,51,51,54,≥6.0,90,側面,否,49.7,-3.53,0,46.2,33.3,0,33.3

,51,45,53,46,50,48,51,51,,,,,,,,,,,

6,53,48,47,54,53,45,47,50,≥6.0,90,側面,否,50.1,-3.5,0,46.6,33.9,0,33.9

,51,46,53,45,49,51,54,52,,,,,,,,,,,

7,54,54,48,50,46,53,52,51,≥6.0,90,側面,否,49.9,-3.51,0,46.4,33.6,0,33.6

,51,54,47,51,49,46,46,47,,,,,,,,,,,

8,49,51,45,50,46,50,54,52,≥6.0,90,側面,否,48.9,-3.6,0,45.3,32.1,0,32.1

,54,48,49,47,51,48,46,45,,,,,,,,,,,

9,51,51,53,52,47,53,51,54,≥6.0,90,側面,否,50.5,-3.5,0,47.0,34.5,0,34.5

,45,47,54,45,48,52,48,52,,,,,,,,,,,

10,52,52,50,50,46,48,49,51,≥6.0,90,側面,否,48.5,-3.6,0,44.9,31.5,0,31.5

,45,50,45,45,46,47,53,48,,,,,,,,,,,

11,50,48,48,52,58,51,56,48,≥6.0,90,側面,否,50.9,-3.5,0,47.4,35.1,0,35.1

,57,54,48,51,51,56,48,48,,,,,,,,,,,

12,58,58,48,59,53,54,59,50,≥6.0,90,側面,否,53.5,-3.5,0,50.0,39.1,0,39.1

,49,54,48,48,49,58,56,54,,,,,,,,,,,

13,56,52,49,54,48,59,49,58,≥6.0,90,側面,否,52.2,-3.5,0,48.7,37.1,0,37.1

,51,50,54,49,51,57,49,56,,,,,,,,,,,

14,51,52,58,57,59,55,53,52,≥6.0,90,側面,否,54.5,-3.5,0,51.0,40.7,0,40.7

,57,50,51,56,58,54,51,59,,,,,,,,,,,

15,53,52,50,59,58,56,58,48,≥6.0,90,側面,否,54.5,-3.5,0,51.0,40.7,0,40.7

,54,48,57,54,59,52,59,51,,,,,,,,,,,

16,56,59,50,57,52,55,53,48,≥6.0,90,側面,否,53.4,-3.5,0,49.9,39.0,0,39.0

,50,57,52,58,53,51,55,48,,,,,,,,,,,

17,54,50,48,53,57,56,48,56,≥6.0,90,側面,否,52.5,-3.5,0,49.0,37.5,0,37.5

,57,55,53,48,48,51,55,50,,,,,,,,,,,

18,50,49,56,51,58,50,55,51,≥6.0,90,側面,否,53.2,-3.5,0,49.7,38.7,0,38.7

,57,57,52,49,58,48,53,57,,,,,,,,,,,

19,48,52,57,58,56,58,52,59,≥6.0,90,側面,否,53.7,-3.5,0,50.2,39.4,0,39.4

,48,53,55,48,56,57,50,49,,,,,,,,,,,

20,49,55,53,49,52,53,59,59,≥6.0,90,側面,否,53.0,-3.5,0,49.5,38.4,0,38.4

,51,56,52,52,49,58,48,57,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

,,,

人人文庫> 全部分類> 應用文書 > 作業(yè)報告

溫馨提示

1. 本站所有資源如無特殊說明，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，請聯(lián)系上傳者。文件的所有權益歸上傳用戶所有。
3. 本站RAR壓縮包中若帶圖紙，網頁內容里面會有圖紙預覽，若沒有圖紙預覽就沒有圖紙。
4. 未經權益所有人同意不得將文件中的內容挪作商業(yè)或盈利用途。
5. 人人文庫網僅提供信息存儲空間，僅對用戶上傳內容的表現方式做保護處理，對用戶上傳分享的文檔內容本身不做任何修改或編輯，并不能對任何下載內容負責。
6. 下載文件中如有侵權或不適當內容，請與我們聯(lián)系，我們立即糾正。
7. 本站不保證下載資源的準確性、安全性和完整性, 同時也不承擔用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

回彈法檢測混凝土抗壓強度計算程序

文檔簡介

溫馨提示

最新文檔

評論

回彈法檢測混凝土抗壓強度計算程序

文檔簡介

溫馨提示

最新文檔

評論

相關文檔