三期应力应变月报-2006.05.doc

3 混凝土应力应变、钢筋应力、接缝开合度、温度监测3.1主要完成工作量截止2006年5月20日右岸厂房坝段应力应变监测第二标段共计埋设监测仪器202支。本月在右厂26坝段埋设J14CF26测缝计1支。另依据（2005）长三设枢监字第17号设计通知、（2005）厂房171号设计通知审核单，在右纵坝段上游面布设测缝计5支，在06年04月裂缝监测仪器、电缆牵引及保护管安装全部完成。仪器埋设累计完成情况统计见表3-1。本月按设计和规范要求完成了已埋设仪器的电缆牵引、常规观测和日常巡视工作，编写月报1份。表3-1 截止2006年05月20日新埋监测仪器数量统计表设计编号埋设日期埋设位置X坐标Y坐标高程J14CF2606-04-29右厂26-1乙一、二期砼接缝20+036.0049+751.60130.03.2观测成果及分析仪器埋设后，及时收集观测及仪埋相关资料，填写仪埋质评表。将每支仪器计算参数连同原始观测数据输入计算机进行数据管理、计算分析。各种仪器监测成果含义见表3-2。表3-2 各种仪器监测成果含义对照表仪器种类代号成果单位正值负值温度计T温度零上零下测缝计J开合度mm张开闭合裂缝计K无应力计N砼自生体积变形膨胀收缩应变计S砼应力应变受拉受压应变计组S砼应力MPa受拉受压钢筋计R钢筋应力MPa受拉受压渗压计P渗透压力MPa无压受压钢板计GS钢板应力MPa受拉受压锚索测力计SF锚固力kN松弛损失位错计JW位错mm厂房相对厂坝下沉厂房相对厂坝上升备注：设计编号前加“*” 为新埋仪器，月变化量栏中数据只有温度计为温度月变化量，其它仪器为成果（锚固力、开合度、砼自生体积变形、砼应力应变、砼应力、钢筋应力、钢板应力）月变化量。3.2.1右厂25、26坝段锚索测力计:6台锚索测力计中目前SF02CF25（25-2坝段）测值最大为3434.7kN，SF01CF25（25-2坝段）测值最小为2966.6kN；目前总损失率SF01CF26（26-2坝段）最大为10.78，SF02CF25（25-2坝段）最小为5.23。本月锚索测力计锚固力月变化量在-7.011.1kN之间。监测成果见表3-3，锚固力变化过程见图3-13-2。表3-3 右厂25#、26#坝段锚索测力计锚固力监测成果测力计编号SF01CF25X坐标:20064.200Y坐标:49+737.100高程Z: 73.00月变化量千斤顶加荷（kN）实测荷载（kN）锁定荷载（kN）观测日期目前荷载（kN）千斤顶与测力计加荷误差率（%）锁定荷载损失率（%）总损失率（）荷载温度ABCDEF=(B-A)/AG=(C-B)/BH=(E-B)/B（kN）（）33003232.03049.906-05-01 08:302966.3-2.06-5.64-8.220.10.133003232.03049.906-05-10 08:302966.6-2.06-5.64-8.2133003232.03049.906-05-20 08:302966.6-2.06-5.64-8.21测力计编号SF02CF25X坐标：20089.936Y坐标：49+725.800高程Z ： 63.00月变化量千斤顶加荷（kN）实测荷载（kN）锁定荷载（kN）观测日期目前荷载（kN）千斤顶与测力计加荷误差率（%）锁定荷载损失率（%）总损失率（）荷载温度ABCDEF=(B-A)/AG=(C-B)/BH=(E-B)/B（kN）（）33003624.33458.406-05-01 08:303435.89.83-4.58-5.20-1.30.233003624.33458.406-05-10 08:303435.39.83-4.58-5.2133003624.33458.406-05-20 08:303434.79.83-4.58-5.23测力计编号SF03CF25X坐标：20053.300Y坐标：49+711.300高程Z：71.00月变化量千斤顶加荷（kN）实测荷载（kN）锁定荷载（kN）观测日期目前荷载（kN）千斤顶与测力计加荷误差率（%）锁定荷载损失率（%）总损失率（）荷载温度ABCDEF=(B-A)/AG=(C-B)/BH=(E-B)/B（kN）（）33003413.93264.806-05-01 08:303230.53.45-4.37-5.37-1.7-0.133003413.93264.806-05-10 08:303229.73.45-4.37-5.4033003413.93264.806-05-20 08:303229.13.45-4.37-5.41测力计编号SF01CF26X坐标：20078.176Y坐标：49+782.500高程Z：70.00月变化量千斤顶加荷（kN）实测荷载（kN）锁定荷载（kN）观测日期目前荷载（kN）千斤顶与测力计加荷误差率（%）锁定荷载损失率（%）总损失率（）荷载温度ABCDEF=(B-A)/AG=(C-B)/BH=(E-B)/B（kN）（）33003332.63169.306-05-01 08:302973.00.99-4.90-10.790.5-0.133003332.63169.306-05-10 08:302973.20.99-4.90-10.7933003332.63169.306-05-20 08:302973.20.99-4.90-10.78测力计编号SF02CF26X坐标：20089.176Y坐标：49+766.100高程Z：70.00月变化量千斤顶加荷（kN）实测荷载（kN）锁定荷载（kN）观测日期目前荷载（kN）千斤顶与测力计加荷误差率（%）锁定荷载损失率（%）总损失率（）荷载温度ABCDEF=(B-A)/AG=(C-B)/BH=(E-B)/B（kN）（）33003198.03083.806-05-01 08:302994.4-3.09-3.57-6.37-7.00.233003198.03083.806-05-10 08:302991.3-3.09-3.57-6.4633003198.03083.806-05-20 08:302988.7-3.09-3.57-6.55测力计编号SF03CF26X坐标：2082.036Y坐标：49+749.600高程Z：58.00月变化量千斤顶加荷（kN）实测荷载（KN）锁定荷载（kN）观测日期目前荷载（kN）千斤顶与测力计加荷误差率（%）锁定荷载损失率（%）总损失率（）荷载温度ABCDEF=(B-A)/AG=(C-B)/BH=(E-B)/B（kN）（）33003615.73464.006-05-01 08:303284.09.57-4.19-9.1711.1-0.133003615.73464.006-05-10 08:303289.09.57-4.19-9.0333003615.73464.006-05-20 08:303291.49.57-4.19-8.973.2.2 右厂17坝段：右厂17#坝段05月20日测得砼温度在13.220.9。右厂17-1乙基岩温度孔测得砼温度在17.519.6之间，月变化量为-0.20.1。右厂17-1纵缝I处开合度测值在1.155.04mm，均呈张开状态，灌后增开度0.101.44mm,开合度月变化量-0.020.09mm。N01-03CF17测得砼自生体积变形为25.7084.50，均呈膨胀变形，月变化量-12.202.10。三支应变计S11-13CF17测得砼应变均为压应变，测值在-61.80-26.00，月变化量-19.20-2.10。监测成果见表3-4、3-5，监测仪器J01CF17温度及成果变化过程见图3-3。表3-4 右厂17坝段监测成果埋设部位高程设计编号X坐标Y坐标060501060510060520月变化量温度成果温度成果温度成果温度成果右厂17-1纵缝I46.5J01CF1720+035.0049+368.6017.01.1517.01.1517.01.150.0-0.02右厂17-1纵缝I63.3J02CF1720+035.0049+368.6014.23.6314.23.6714.53.610.20.01右厂17-1纵缝I83.0J03CF1720+035.0049+368.6014.04.5914.04.5714.64.590.70.09右厂17-1纵缝I102.0J04CF1720+035.0049+368.6012.75.0612.85.0613.25.040.8-0.02右厂17-1甲45.0N01CF1720+003.5049+368.6016.979.8017.083.6017.284.500.62.10右厂17-1丙44.6N02CF1720+102.5049+367.1517.136.5017.036.2017.136.50-0.1-0.30右厂17-1甲54.0N03CF1720+001.5049+367.1015.828.4016.025.3016.425.701.3-12.20右厂17-1甲54.0S11CF1720+000.5049+368.6016.5-58.6016.7-61.9016.7-61.801.3-19.20右厂17-1甲54.0S12CF1720+001.0049+368.6015.7-30.1015.9-26.4016.3-29.401.1-2.10右厂17-1甲54.0S13CF1720+001.5049+368.6015.6-23.4015.7-19.8016.2-26.001.1-8.90右厂17-1乙基岩30.8T01CF1720+041.0049+368.6019.519.519.60.1右厂17-1乙基岩35.8T02CF1720+041.0049+368.6019.119.219.20.0右厂17-1乙基岩38.8T03CF1720+041.0049+368.6018.918.818.8-0.1右厂17-1乙基岩39.8T04CF1720+041.0049+368.6018.918.918.90.1右厂17-1乙基岩40.8T05CF1720+041.0049+368.6017.617.517.5-0.2右厂17-1甲54.0T06CF1720+012.0049+368.6016.316.516.50.3右厂17-1甲54.0T07CF1720+024.0049+368.6016.616.516.60.0右厂17-1乙54.0T08CF1720+048.0049+368.6016.216.116.1-0.2右厂17-1乙54.0T09CF1720+062.0049+368.6016.216.316.30.1右厂17-1丙54.0T10CF1720+081.0049+368.6018.718.718.70.0右厂17-1甲71.0T11CF1720+000.1049+368.6017.117.317.41.4右厂17-1甲71.0T12CF1720+012.0049+368.6014.915.015.20.4右厂17-1甲71.0T13CF1720+024.0049+368.6014.714.816.21.5右厂17-1乙71.0T14CF1720+048.0049+368.6014.514.514.50.1右厂17-1乙71.0T15CF1720+062.0049+368.6016.216.216.20.0右厂17-1甲88.0T16CF1720+012.0049+368.6014.314.414.40.3右厂17-1甲88.0T17CF1720+024.0049+368.6014.314.214.2-0.1右厂17-1乙88.2T18CF1720+045.0049+368.6013.813.913.90.1右厂17-1乙88.2T19CF1720+059.5049+368.6015.615.816.20.9右厂17-1甲105.0T20CF1720-000.1049+386.6016.616.917.03.1右厂17-1甲105.0T21CF1720+017.0049+386.6013.513.613.70.6右厂17-1甲135.1T22CF1720+000.1049+368.6015.816.116.22.6右厂17-1甲156.0T23CF1720+000.1049+368.6016.416.816.92.8右厂17-1甲175.0T24CF1720+000.1549+368.6020.921.220.91.5表3-5 右厂17坝段应力监测成果年-月-日误差()水流向(Mpa)x坝轴线方向(Mpa)y铅直向(Mpa)z剪应力(Mpa)平均温度()T右厂17-1甲 : S01-05CF17 X=20+002.000 Y=49+368.600 Z=45.02006-5-10.00-1.25-1.50-4.27-0.1316.92006-5-100.00-1.35-1.60-4.31-0.1617.02006-5-200.00-1.36-1.61-4.24-0.1917.1右厂17-1丙 : S06-10CF17 X=20+102.500 Y=49+368.650 Z=44.62006-5-14.70-1.78-2.40-2.270.2817.12006-5-104.30-1.77-2.40-2.260.2817.12006-5-2011.20-1.73-2.39-2.230.2717.13.2.3 右厂26坝段3.2.3.1 右厂26#管槽右厂26#管槽测得本月砼温度在13.925.2之间。管槽上弯段钢筋应力为-25.487.94MPa，月变化量-5.721.92MPa；钢板应力为-15.609.58MPa，月变化量-5.991.73MPa。管槽斜直段钢筋应力-17.2828.90MPa，月变化量-10.42-0.13MPa；管槽斜直段共埋设4支钢板计（GS05-08CF26）,顶部钢板计GS08CF26测值为9.17MPa，腰部最大钢板应力为25.63MPa（GS07CF26），底部钢板计GS05CF26测值-5.74MPa，月变化量-8.041.35MPa。测缝计J15CF26J18CF26测得压力钢管与钢管外包砼接触缝缝面开合度-0.24-0.05mm，均呈闭合状态，月变化量-0.03-0.02mm。管槽斜直段处砼自生体积变形63.40,系膨胀变形，月变化量2.00。管槽下平段钢筋应力为-14.075.24MPa，月变化量-5.671.95MPa。管槽顶部钢板计GS13CF26、GS18CF26测值为-18.22、-108.23MPa，腰部最大钢板应力为-133.90MPa（GS11CF26），底部GS15CF26测值-72.50MPa，钢板应力月变化量-44.52-0.15MPa,温度变化量为1.94.2。管槽下平段处裂缝计K01CF26（s49.7m）当前测值-0.05mm，月变化量-0.04mm。监测成果见表3-6，监测仪器J18CF26温度及成果变化过程见图3-4。表3-6 右厂26管槽监测成果埋设部位高程设计编号X坐标Y坐标060501060510060520月变化量温度成果温度成果温度成果温度成果右厂26管槽上弯段101.7GS01CF2620+052.3549+751.6016.9-1.9617.4-0.8717.4-0.862.51.73右厂26管槽上弯段106.6GS02CF2620+057.0049+745.4017.911.2718.615.9619.49.583.60.16右厂26管槽上弯段106.6GS03CF2620+057.0049+757.8017.77.4318.59.6419.46.943.60.15右厂26管槽上弯段111.1GS04CF2620+060.2049+751.6018.2-12.6218.9-12.8519.9-15.603.6-5.99右厂26管槽斜直段80.2GS05CF2620+069.5549+751.6020.1-6.5317.8-4.6417.4-5.742.7-8.04右厂26管槽斜直段84.3GS06CF2620+074.1549+757.8017.3-3.9817.7-4.0918.6-4.343.6-4.62右厂26管槽斜直段84.3GS07CF2620+074.1549+745.4017.427.2918.125.8718.925.633.9-2.36右厂26管槽斜直段88.7GS08CF2620+078.8749+751.6016.58.2817.19.3217.79.173.81.35右厂26管槽下平段50.8GS09CF2620+112.1949+751.3014.1176.5014.9175.5813.9171.792.0-4.06右厂26管槽下平段57.2GS11CF2620+112.0049+745.4016.7-130.6317.2-130.4917.6-133.902.9-7.41右厂26管槽下平段57.2GS12CF2620+112.0049+757.8016.8-57.2717.4-59.4417.7-60.513.5-9.52右厂26管槽下平段63.2GS13CF2620+112.4549+751.6015.0-21.9314.9-17.2415.6-18.224.0-1.23右厂26管槽下平段63.2GS14CF2620+112.2049+751.6015.8122.4815.9124.8616.3117.903.8-30.84右厂26管槽下平段50.8GS15CF2620+117.5549+751.3016.1-69.9916.9-66.1715.7-72.501.9-4.24右厂26管槽下平段57.0GS16CF2620+117.5549+745.4014.0109.1914.2146.6415.2159.423.1221.98右厂26管槽下平段57.0GS17CF2620+117.5549+757.8016.214.1216.517.7817.418.043.7-0.15右厂26管槽下平段63.2GS18CF2620+117.4049+751.6017.7-104.8317.1-100.3018.1-108.234.2-44.52右厂26管槽上弯段106.8J15CF2620+057.0049+757.8017.3-0.1218.7-0.1318.7-0.133.0-0.03右厂26管槽上弯段110.5J16CF2620+060.6049+751.6018.7-0.1319.7-0.1519.8-0.152.9-0.03右厂26管槽斜直段84.5J17CF2620+074.1549+745.4017.6-0.2318.7-0.2418.8-0.243.4-0.03右厂26管槽斜直段88.8J18CF2620+078.4749+751.6019.0-0.0420.7-0.0520.0-0.053.5-0.02右厂26管槽下平段49.7K01CF2620+112.2549+751.3016.1-0.0216.7-0.0416.8-0.051.2-0.04右厂26管槽斜直段79.5N03CF2620+068.7549+750.4016.362.9017.464.1017.163.401.82.00右厂26管槽上弯段100.4R01CF2620+051.3549+751.6016.96.3617.15.6017.25.151.0-1.81右厂26管槽上弯段101.5R02CF2620+052.1549+751.6017.3-5.3118.8-7.3618.1-7.712.4-5.52右厂26管槽上弯段106.6R03CF2620+057.0049+744.9017.85.6519.35.9219.05.602.91.92右厂26管槽上弯段106.6R04CF2620+057.0049+744.9017.7-12.7419.5-15.0719.0-15.512.9-5.72右厂26管槽上弯段106.6R05CF2620+057.0049+758.3017.78.5118.98.5418.97.943.00.97右厂26管槽上弯段111.3R06CF2620+060.5049+751.6018.5-16.3419.6-18.4719.6-18.912.7-4.78右厂26管槽上弯段111.3R07CF2620+060.5049+751.6018.7-24.5019.8-25.3719.8-25.482.9-0.25右厂26管槽上弯段112.5R08CF2620+062.0049+751.6020.74.4121.15.4420.36.885.41.41右厂26管槽斜直段79.2R09CF2620+068.1549+751.6016.015.5216.114.6716.614.131.2-1.81右厂26管槽斜直段80.1R10CF2620+069.3549+751.6017.633.2918.128.9118.228.902.9-10.42右厂26管槽斜直段84.3R11CF2620+074.1549+757.8017.1-3.5218.3-4.2118.0-3.743.0-0.83右厂26管槽斜直段84.3R12CF2620+074.1549+745.4018.3-7.0219.4-7.7819.6-7.743.4-0.42右厂26管槽斜直段88.8R13CF2620+079.0249+751.6018.52.8319.40.8619.80.882.7-4.09右厂26管槽斜直段88.7R14CF2620+079.0249+751.6023.8-2.1518.8-3.4825.2-2.699.0-0.13右厂26管槽斜直段89.3R15CF2620+079.5749+751.6021.8-16.1821.9-14.2022.3-15.734.3-1.70右厂26管槽斜直段50.4R16CF2620+112.2549+751.3016.713.4317.912.0817.612.052.5-3.56右厂26管槽斜直段57.0R17CF2620+112.0049+745.0217.1-16.1817.9-17.2317.7-17.282.5-3.78右厂26管槽斜直段57.2R18CF2620+112.0049+758.1817.0-12.5517.6-13.6917.6-13.852.2-3.70右厂26管槽下平段63.6R19CF2620+112.7049+751.6016.2-6.6216.4-6.6716.7-6.623.2-0.11右厂26管槽下平段50.4R20CF2620+117.5549+751.3016.75.7317.14.9817.05.241.9-1.61右厂26管槽下平段57.0R21CF2620+117.5549+745.0218.7-12.0419.8-13.6419.4-14.072.6-5.67右厂26管槽下平段57.0R22CF2620+117.5549+758.1816.3-8.0116.5-9.0816.5-9.442.0-3.41右厂26管槽下平段63.7R23CF2620+117.3049+751.6015.0-13.0516.4-12.0916.4-12.273.31.953.2.3.2 右厂26#坝段坝体右厂26#坝段坝体内部砼温度在15.023.3之间。26-1丙基岩与坝体间接触缝缝面开合度-0.290.25mm，月变化量-0.040mm；26-2甲基岩与坝体间接触缝缝面开合度J06CF26（s93.8m）、J07CF26（s95.8m）分别为-0.12 mm、-0.09 mm，均呈闭合状态，月变化量均为0mm。26-1纵缝I开合度1.165.74 mm，均呈张开状态，灌后增开度-0.090.31mm,开合度月变化量-0.040.31mm；26-2纵缝I开合度0.831.39 mm，均呈张开状态，灌后增开度-0.140.03mm，月变化量-0.050mm。26-2甲钢筋应力-38.3615.48MPa，月变化量-8.44-0.37MPa；26-2丙钢筋应力为-5.029.63MPa，月变化量-2.340.77MPa。K02CF26测得并缝廊道顶部开合度为-0.14mm，月变化量-0.01mm； 位错计JW01CF26（s50.2m）测得位错变形为0.49mm,月变化量为-0.01mm；JW02CF26位错计5月20日测得位错变形为-0.12mm。砼自生体积变形在25.8028.70之间,为膨胀变形，月变化量0.305.70； 三支应变计S06-08CF26测得砼应变为拉应变，在16.6036.80之间,月变化量-11.30-8.30。监测成果见表3-7、3-8，新埋仪器监测见表3-9,监测仪器J09CF26温度及成果变化过程见图3-5。表3-7 右厂26坝段监测成果埋设部位设计编号X坐标Y坐标高程060501060510060520月变化量温度成果温度成果温度成果温度成果右厂26坝段厂坝分缝线50.2JW01CF2620+118.0049+751.6016.50.5017.20.4916.90.492.0-0.01右厂26坝段厂坝分缝线64.6JW02CF2620+118.0049+751.6014.816.016.8-0.123.5右厂26-1丙基岩61.5J01CF2620+081.2049+751.6017.30.2717.20.2617.00.250.5-0.04右厂26-1丙基岩70.5J02CF2620+074.3049+751.6022.0-0.1522.7-0.1523.3-0.162.1-0.01右厂26-1丙基岩79.0J03CF2620+060.0049+751.6020.50.0220.10.0219.70.020.10.00右厂26-1丙基岩82.5J04CF2620+053.1049+751.6019.5-0.2919.4-0.2919.4-0.290.60.00右厂26-1丙基岩80.0J05CF2620+058.9149+760.3021.8-0.1221.0-0.1220.4-0.13-0.40.00右厂26-2甲基岩93.8J06CF2620+000.0049+787.7018.1-0.1218.0-0.1217.9-0.12-0.20.00右厂26-2甲基岩95.8J07CF2620+000.0049+787.0018.5-0.0918.3-0.0918.0-0.090.00.00右厂26-1纵缝I93.0J08CF2620+025.0049+751.6016.41.1516.01.1616.91.160.8-0.01右厂26-1纵缝I104.0J09CF2620+025.0049+751.6015.11.2815.11.2715.21.260.6-0.02右厂26-1纵缝I121.4J10CF2620+025.0049+751.6015.53.0015.83.0016.22.991.0-0.01右厂26-1纵缝I136.0J11CF2620+025.0049+751.6018.13.6518.53.7217.83.74-0.30.31右厂26-1纵缝I148.0J12CF2620+025.0049+751.6017.95.7618.95.7518.75.742.3-0.04右厂26-1乙一二期砼接缝124.0J13CF2620+036.0049+751.6021.3-0.1221.2-0.1221.2-0.120.4-0.01右厂26-2纵缝I100.7J19CF2620+022.0049+774.8015.91.3616.41.3416.71.331.1-0.05右厂26-2纵缝I116.3J20CF2620+022.0049+774.7522.51.3921.61.3921.11.39-0.70.00右厂26-2纵缝I129.1J21CF2620+022.0049+774.8017.00.8318.00.8317.80.830.7-0.01右厂26-2甲并缝廊道133.3K02CF2620+022.0049+774.9018.5-0.1319.0-0.1418.9-0.141.6-0.01右厂26-1甲89.8N01CF2620-013.0049+750.1016.129.8015.828.6016.128.700.70.30右厂26-1甲96.0N02CF2620-011.3549+751.6015.930.1015.027.0015.026.201.31.00右厂26-1甲96.0S06CF2620-013.8549+751.6016.213.0016.313.1016.416.602.1-11.00右厂26-1甲96.0S07CF2620-013.3549+751.6015.627.2015.827.5016.024.102.0-8.30右厂26-1甲96.0S08CF2620-012.8549+751.6015.246.4015.443.2015.736.801.8-11.30右厂26-2甲84.4N04CF2620-012.5049+773.3018.125.0018.225.4018.325.801.55.70右厂26-2甲拦污栅107.8R24CF2619+988.9049+774.9017.38.0919.56.7417.710.554.5-1.58右厂26-2甲拦污栅107.8R25CF2619+992.7049+774.9017.75.7718.75.9216.99.794.2-2.01右厂26-2甲排沙孔周边89.8R26CF2620+006.8549+773.6517.2-10.9818.8-12.5617.4-11.462.7-4.38右厂26-2甲排沙孔周边89.8R27CF2620+006.8549+778.8018.7-3.3617.5-2.5817.5-1.862.0-3.79右厂26-2甲排沙孔周边93.6R28CF2620+007.0549+773.65-26.69-25.87-25.03-3.05右厂26-2甲排沙孔周边93.6R29CF2620+007.0549+778.95-36.67-35.76-34.22-3.25右厂26-2甲排沙孔周边97.3R30CF2620+007.1049+773.6519.1-38.1519.8-37.6219.6-38.364.2-8.44右厂26-2甲排沙孔周边97.3R31CF2620+007.1049+778.9519.1-29.8618.4-29.1317.8-27.442.5-7.16右厂26-2丙排沙孔周边63.4R32CF2620+112.6049+792.2515.08.9716.09.6116.29.632.30.77右厂26-2丙排沙孔周边63.0R33CF2620+112.6049+781.0515.52.2316.00.8417.00.542.5-1.73右厂26-2丙排沙孔周边63.0R34CF2620+112.6049+775.4516.0-2.9016.4-4.0117.1-5.021.9-2.34右厂26-2纵I并缝廊道底部129.4R35CF2620+022.0049+774.8018.20.4618.10.3017.90.340.8-0.37129.6R36CF26 20+022.0049+774.8018.27.0818.26.0818.56.371.5-3.30右厂26-2甲并缝廊道顶部132.9R37CF2620+022.0049+774.9020.415.8420.515.2620.115.481.0-4.04右厂26-2甲并缝廊道顶部133.1R38CF2620+022.0049+774.9019.57.7520.26.9519.47.030.9-2.71右厂26-1丙86.0T01CF2620+061.0049+751.6016.516.516.70.6右厂26-1甲93.0T02CF2620+011.5049+751.6017.017.117.20.6右厂26-1-乙93.0T03CF2620+037.5049+751.6017.317.317.50.2右厂26-1-乙93.0T04CF2620+049.0049+751.6017.9