




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
1、1.1附件1: ace與GBT19011-2008標準主要差異性分析附錄B測區(qū)泵送混凝土強度換算表表B測區(qū)泵送混凝土強度換算表平均 回彈 值&測區(qū)混凝土強度換算值凡(MPa)平均碳化深度值dm (mm)0.00.51.01.52.02.53.03.51. 04.55.05.5618.610.018.810.210.019.010.410.210.019.210.610.410.210.019.410.910.710.410.210.019.611. 110.910.610.410.210.019.811.311. 110.910.610.410.210.020.011.511. 311. 11
2、0.910.610.410.210.020.211.811.511.311. 110.910.610.410.210.020.412.011.711.511.311. 110.810.610.410.210.020.612.212.011.711.511.311.010.810.610.410.210.020.812.412.212.011.711.511.311.010.810.610.410.210.021.012.712.412.211.911.711.511.211.010.810.610.410.210.021.212.912.712.412.211.911.711.511.211.
3、010.810.610.410.221.413. 112.912.612.412. 111.911.711.411.211.010.810.610.321.613.413. 112.912.612.412. 111.911.611.411.211.010.710.521.813.613.413. 112.812.612.312. 111.911.611.411.210.910.722.013.913.613.313. 112.812.612.312. 111.811.611.411. 110.922.214. 113.813.613.313.012.812.512.312.011.811.61
4、1.311. 122.414.414. 113.813.513.313.012.712.512.212.011.811.511.322.614.614.314.013.813.513.213.012.712.512.212.011.711.522.814.914.614.314.013.713.513.212.912.712.412.211.911.723.015. 114.814.514.214.013.713.413. 112.912.612.412. 111.923.215.415. 114.814.514.213.913.613.413. 112.812.612.312. 123.41
5、5.615.315.014.714.414. 113.913.613.313. 112.812.612.323.615.915.615.315.014.714.414. 113.813.513.313.012.812.523.816.215.815.515.214.914.614.314. 113.813.513.213.012.724.016.416. 115.815.515.214.914.614.314.013.713.513.212.924.216.716.416.015.715.415. 114.814.514.213.913.713.413. 124.417.016.616.316
6、.015.715.315.014.714.514.213.913.613.324.617.216.916.516.215.915.615.315.014.714.414. 113.813.624.817.517. 116.816.516.215.815.515.214.914.614.314. 113.8Id1.1附件1: ace與GBT19011-2008標準主要差異性分析平均 回彈 值&測區(qū)混凝土強度換算值fA (MPa)平均碳化深度值也(mm)0.00.51.01.52.02.53.03.54.04.55.05.52625.218.017.717.317.016.716.316.015.
7、715.415. 114.814.514.225.418.318.017.617.316.916.616.315.915.615.315.014.714.425.618.618.217.917.517.216.816.516.215.915.615.214.914.725.818.918.518.217.817.417. 116.816.416. 115.815.515.214.926.019.218.818.418. 117.717.417.016.716.316.015.715.415. 126.219.519. 118.718.31&017.617.316.916.616.315.915
8、.615.326.419.819.419.018.618.217.917.517.216.816.516.215.915.626.620.019.619.318.91&518. 117.817.417. 116.816.416. 115.826.820.319.919.519.21&818.418.017.717.317.016.716.316.027.020.620.219.819.419. 118.718.317.917.617.216.916.616.227.220.920.520. 119.719.318.918.618.217.817.517. 116.816.527.421.220
9、.820.420.019.619.218.818.518. 117.717.417. 116.727.621.521. 120.720.319.919.519. 118.718.418.017.617.317.027.821.821.421.020.620.219.819.419.018.618.317.917.517.228.022. 121.721.320.920.420.019.619.318.918.518. 117.817.428.222.422.021.621. 120.720.319.919.519. 11&818.418.017.728.422.822.321.921.421.
10、020.620.219.819.419.018.618.317.928.623. 122.622.221.721.320.920.520. 119.719.318.918.518.228.823.422.922.522.021.621.220.720.319.919.519.218.818.429.023.723.222.822.321.921.521.020.620.219.819.419.018.729.224.023.523. 122.622.221.721.320.920.520. 119.719.318.929.424.323.923.422.922.522.021.621.220.
11、820.319.919.519.229.624.724.223.723.222.822.321.921.421.020.620.219.819.429.825.024.524.023.523. 122.622.221.721.320.920.520. 119.730.025.324.824.323.823.422.922.522.021.621.220.720.319.930.225.625. 124.624.223.723.222.822.321.921.421.020.620.230.426.025.525.024.524.023.523.022.622. 121.721.320.920.
12、430.626.325.825.324.824.323.823.322.922.422.021.621. 120.730.826.626. 125.625. 124.624. 123.623.222.722.321.821.421.031.027.026.425.925.424.924.423.923.523.022.522. 121.721.231.227.326.826.225.725.224.724.223.823.322.822.421.921.531.427.727. 126.626.025.525.024.524. 123.623. 122.722.221.831.628.027.
13、426.926.425.925.324.824.423.923.422.922.522.031.828.327.827.226.726.225.725. 124.724.223.723.222.822.332.028.728. 127.627.026.526.025.525.024.524.023.523.022.632.229.028.527.927.426.826.325.825.324.824.323.823.322.925.017.817.417. 116.716.416. 115.815.515.214.914.614.314.025.0 I 17. 8 I 17.4 I 17. 1
14、 I 16.7 I 16.4 I 16.1 I 15.8 I 15.5 I 15. 2 I 14.9 I 14.6 I 14.314.0平均 回彈 值&測區(qū)混凝土強度換算值二(MPa)平均碳化深度值也(mm)0.00.51.01.52.02.53.03.54.04.55.05.52632.429.428.828.227.727. 126.626. 125.625. 124.624. 123.623. 132.629.729.228.628.027.526.926.425.925.424.924.423.923.432.830. 129.528.928.327.827.226.726.225.7
15、25.224.724.223.733.030.429.829.328.728. 127.627.026.526.025.525.024.524.033.230.830.229.629.02& 427.927.326.826.325.825.224.724.333.431.230.630.029.428.828.227.727. 126.626. 125.525.024.533.631.530.930.329.729. 128.528.027.426.926.425.825.324.833.831.931.330.730.029.528.928.327.727.226.726. 125.625.
16、 134.032.331.631.030.429.829.228.628. 127.527.026.425.925.434.232.632.031.430.730. 129.529.028.427.827.326.726.225.734.433.032.431.731. 130.529.929.328.728. 127.627.026.526.034.633.432.732. 131.430.830.229.629.028.527.927.426.826.334.833.833. 132.431.831.230.630.029.428.82& 227.727.126.635.034. 133.
17、532.832.231.530.930.329.729. 128.528.027.426.935.234.533.833.232.531.931.230.630.029.428.82& 327.727.235.434.934.233.532.932.231.631.030.429.829.228.628.027.535.635.334.633.933.232.631.931.330.730. 129.528.928.327.835.835.735.034.333.632.932.331.631.030.429.829.228.628. 136.036.035.334.634.033.332.6
18、32.031.430.730. 129.529.028.436.236.435.735.034.333.633.032.331.731. 130.529.929.328.736.436.836. 135.434.734.033.332.732.031.430.830.229.629.036.637.236.535.835. 134.433.733.032.431.731. 130.529.929.336.837.636.936.235.434.734. 133.432.732. 131.430.830.229.637.038.037.336.535.835. 134.433.733. 132.
19、431.831.230.529.937.238.437.736.936.235.534.834. 133.432.832. 131.530.930.237.438.838. 137.336.635.835. 134.433.833. 132.431.831.230.637.639.238.437.736.936.235.534.834. 133.432.832. 131.530.937.839.638.838. 137.336.635.935.234.533.833. 132.531.831.238.040.039.238.537.737.036.235.534.834. 133.532.83
20、2.231.538.240.439.638.938. 137.336.635.935.234.533.833. 132.531.838.440.940. 139.338.537.737.036.335.534.834.233.532.832.238.641.340.539.738.93& 137.436.635.935.234.533.833.232.538.841.740.940. 139.33& 537.737.036.335.534.834.233.532.839.042. 141.340.539.73& 938. 137.436.635.935.234.533.833.239.242.
21、541.740.940. 139.338.537.737.036.335.534.834.233.5平均 回彈 值&測區(qū)混凝土強度換算值 Xu., (MPa)平均碳化深度值也(mm)0.00.51.01.52.02.53.03.54.04.55.05.52639.442.942. 141.340.539.738.938. 137.436.635.935.234.533.839.643.442.541.740.940.039.338.537.737.036.335.534.834.239.843.842.942. 141.340.439.638.938. 137.336.635.935.234.
22、540.044.243.442.541.740.840.039.238.537.737.036.235.534.840.244.743.842.942. 141.240.439.638.838. 137.336.635.935.240.445. 144.243.342.541.640.840.039.238.437.736.936.235.540.645.544.643.742.942.041.240.439.638.83& 137.336.635.840.846.045. 144.243.342.441.640.840.039.238.437.736.936.241.046.445.544.
23、643.742.842.041.240.439.63& 838.037.336.541.246.845.945.044. 143.242.441.640.739.939. 138.437.636.941.447.346.345.444.543.742.842.041. 140.339.538.738.037.241.647.746.845.945.044. 143.242.341.540.739.939. 138.337.641.848.247.246.345.444.543.642.741.941. 140.339.538.737.942.048.647.746.745.844.944.04
24、3. 142.341.540.639.839. 138.342.249. 148. 147. 146.245.344.443.542.741.841.040.239.438.642.449.548.547.646.645.744.843.943. 142.241.440.639.839.042.650.049.048.047. 146. 145.244.343.542.641.840.940. 139.342.850.449.448.547.546.645.644.743.943.042.241.340.539.743.050.949.948.947.947.046. 145.244.343.
25、442.541.740.940. 143.251.350.349.348.447.446.545.644.743.842.942. 141.240.443.451.850.849.848.847.846.946.045. 144.243.342.541.640.843.652.351.250.249.248.347.346.445.544.643.742.842.041.243.852.751.750.749.748.747.746.845.945.044. 143.242.441.544.053.252.251. 150. 149. 148.247.246.345.444.543.642.7
26、41.944.253.752.651.650.649.64& 647.646.745.844.944.043. 142.344.454. 153. 152.051.050.049.048.047. 146.245.344.443.542.644.654.653.552.551.550.449.448.547.546.645.744.843.943.044.855. 154.052.951.950.949.948.947.947.046. 145. 144.343.445.055.654.553.452.451.350.349.348.347.446.545.544.643.845.256. 1
27、55.053.952.851.850.749.748.847.846.945.945.044. 145.456.555.454.353.352.251.250.249.248.247.346.345.444.545.657.055.954.853.752.751.650.649.648.647.746.745.844.945.857.556.455.354.253. 152. 151.050.049.048. 147. 146.245.346.058.056.955.754.653.652.551.550.549.548.547.546.645.746.258.557.356.255. 154
28、.052.951.950.949.948.947.947.046. 1平均 回彈測區(qū)混凝土強度換算值 仁:、(MPa)值汕平均碳化深度值(mm)0.00.51.01.52.02.53.03.54.04.55.05.52646459.057.856.755.654.553.452.351.350.349.34& 347.446.446.659.558.357.256.054.953.852.851.750.749.748.747.846.846.860.058.857.656.555.454.353.252.251. 150. 149. 148.247.247.059.358. 157.055.
29、854.753.752.651.650.549.548.647.647.259.858.657.456.355.254. 153.052.051.050.049.048.047.460.059. 157.956.855.654.553.552.451.450.449.448.447.659.658.457.256. 155.053.952.851.850.849.848.847.860.058.957.756.655.454.453.352.251.250.249.248.059.35& 257.055.954.853.752.751.650.649.648.259.858.657.556.3
30、55.254. 153. 152.051.050.048.460.059. 157.956.855.754.653.552.551.450.448.659.658.457.356. 155.053.952.951.850.848.860.058.957.756.655.554.453.352.251.249.059.358.257.055.954.853.752.751.649.259.858.657.556.355.254. 153. 152.049.460.059. 157.956.855.754.653.552.449.659.658.457.256. 155.053.952.949.8
31、60.058.857.756.655.454.353.350.059.358. 157.055.954.853.750.259.858.657.456.355.254. 150.460.059.057.956.755.654.550.659.55& 357.256.054.950.860.058.857.656.555.451.059.258. 156.955.851.259.758.557.356.251.460.058.957.856.651.659.458.257. 151.859.858.757.552.060.059.157.952.259.558.452.460.058.852.6
32、59.252.859.7注:表中未注明的測區(qū)混凝上強度換算值為小于10 MPa或大于60MPao表中數值是根據曲線方程f = 0.034488 /?L940010(0,73rfw)計算。附錄C非水平方向檢測時的回彈值修正值表C非水平方向檢測時的回彈值修正值檢測角度向上庇下90604530-30-45-609020-60-5.0-10-3.02.5+3.0-3. 5+4.021-5.9-1. 9-1. 0-3.02.5+3.0-3.5+4.022-5.8-1. 8-3.9-2.9+2.4+2.9+3.4+3.923-5.71. 7-3.9-2.9+2.4+2.9+3.4+3.924-5.6-1.
33、 6-3.8-2.82.3+2.8-3.3+3.825-5.5- 1. 5-3.8-2.82.3+2.8-3.3+3.826-5.4-4.4-3.7-2.7-2.2+2. 73.2+3.727-5.3-1. 3-3.7-2.72.2+2.7-3.2+3.728-5.2-1. 2-3.6-2.62. 1+2.6-3. 1+3.629-5. 1-1. 1-3.6-2.6-2. 1+2.6-3. 1+3.630-5.0-1. 0-3.5-2.52.0+2.5-3.0+3.531-1. 9- 1. 0-3.5-2.52.0+2.5-3.0+3.532-1. 8-39-3. -1-2. 11.9+2.42.9+3.433-1. 7-3.9-3. 1-2. 1-1.9+2.42.9+3.434-1. 6-3.8-3.3-2.31.8+2.3-2.8+3.335-1. 5-3.8-3.3-2.3-1.8+2.3-2.8+3.33
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(xiàn)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。
最新文檔
- 2025個人土地轉讓合同
- 2025電競館裝飾裝修工程施工合同
- 修房屋漏水施工合同樣本
- 農田承包合同書二零二五年
- 總工程師聘用合同樣本
- 2025年家畜轉基因胚胎項目合作計劃書
- 二零二五版探礦權股權轉讓框架協(xié)議范例
- pvc地板清洗合同樣本
- 二零二五個人借款合同經典
- 乘坐私人校車合同樣本
- 中藥飲片處方點評表-副本(文檔良心出品)
- JJF1030-2023溫度校準用恒溫槽技術性能測試規(guī)范
- YYT 1849-2022 重組膠原蛋白
- 米什金貨幣金融學英文版習題答案chapter1英文習題
- 紅色資本家榮毅仁課件
- 酒店貸款報告
- 會計職業(yè)道德對職業(yè)發(fā)展的影響研究
- 體育賽事推廣方案
- 子宮肌瘤健康教育指導
- 手術室專案改善活動護理課件
- 公交駕駛員心理健康輔導培訓
評論
0/150
提交評論