高沉池整體計算

-PAGE1-水池計算書項目名稱__工程名稱__________設計_____________校對_____________審核_____________計算時間一、設計依據(jù) 《給水排水工程鋼筋混凝土水池結構設計規(guī)程》CECS138:2002 《給水排水工程構筑物結構設計規(guī)范》GB50069-2002 《室外給水排水和燃氣熱力工程抗震設計規(guī)范》GB50032-2003 《給水排水工程結構設計手冊》(第二版).沈世杰主編.中國建筑工業(yè)出版社，2007 《混凝土結構設計規(guī)范》GB50010-2010(2015年版) 《建筑抗震設計規(guī)范》GB50011-2010(2016年版) 《土木工程特種結構》馬芹永主編.高等教育出版社，2005.07 《工程結構通用規(guī)范》GB55001-2021 《建筑與市政工程抗震通用規(guī)范》GB55002-2021 《建筑與市政地基基礎通用規(guī)范》GB55003-2021 《混凝土結構通用規(guī)范》GB55008-2021二、設計資料 1.總體信息 池外設計地面標高:0.00 地下水位標高(m):-3.00 水池類型:有蓋水池 水池混凝土等級:C30 水池板鋼筋等級:HRB400 柱（扶壁柱）主筋等級:HRB400 柱（扶壁柱）箍筋等級:HRB400 梁主筋等級:HRB400 梁箍筋等級:HRB400 抗震設防烈度:6度(0.05g) 結構重要性系數(shù):1.00 頂板裂縫寬度限值:0.20mm 底板裂縫寬度限值:0.20mm 梁裂縫寬度限值:0.20mm 柱裂縫寬度限值:0.20mm 扶壁裂縫寬度限值:0.20mm 內壁板裂縫寬度限值:0.20mm 外壁板裂縫寬度限值:0.20mm 底板外挑尺寸:300mm 混凝土重度:25.0kN/m3 2.荷載信息 頂板覆土厚度:默認 頂板活荷載:0.0kN/m2 雪荷載分區(qū):I區(qū) 基本雪壓:0.00kN/m2 上人水池頂蓋:否 池內水重度:10.0kN/m3 地面堆積荷載:10.0kN/m2 回填土重度:18.0kN/m3 回填土有效重度:10.0kN/m3 回填土內摩擦角:30.00° 3.水池主體信息 板位置中的編號為形成該板塊的節(jié)點編號，節(jié)點編號圖如下所示:板位置板厚(mm)池內側保護層厚度(mm)池外側保護層厚度(mm)板頂部標高頂板4-9-11-5-415035355.870頂板7-12-14-8-715035355.870頂板5-11-10-22-23-20-19-15-16-13-12-7-515035355.870頂板13-20-21-14-1315035355.870頂板9-17-18-10-915035355.870頂板15-19-20-16-1515035355.870底板1-4-6-2-15003535-1.530底板2-6-8-3-25003535-1.530底板4-9-11-5-45003535-1.530底板7-12-14-8-75003535-1.530底板5-11-10-22-23-20-19-15-16-13-12-7-55003535-1.530底板13-20-21-14-135003535-1.530底板9-17-18-10-95003535-1.530底板15-19-20-16-155003535-1.530壁板位置頂部板厚(mm)底部板厚(mm)池內側保護層厚度(mm)池外側保護層厚度(mm)壁板底標高(m)壁板頂標高(m)直壁板2-12504003535-1.5305.870直壁板3-22504003535-1.5305.870直壁板1-42504003535-1.5305.870直壁板6-225040035--1.5305.870直壁板8-32504003535-1.5305.870直壁板4-525040035--1.5305.870直壁板5-625040035--1.5305.870直壁板6-725040035--1.5305.870直壁板7-825040035--1.5305.870直壁板4-92504003535-1.5305.870直壁板11-530030035--1.5305.870直壁板12-730030035--1.5305.870直壁板14-82504003535-1.5305.870直壁板9-1030030035--1.5305.870直壁板11-1030030035--1.5305.870直壁板12-1330030035--1.5305.870直壁板13-1430030035--1.5305.870直壁板13-1630030035--1.5305.870直壁板15-1630030035--1.5305.870直壁板9-172504003535-1.5305.870直壁板18-1030030035--1.5305.870直壁板21-142504003535-1.5305.870直壁板15-1930030035--1.5305.870直壁板16-2030030035--1.5305.870直壁板17-182504003535-1.5305.870直壁板19-2025040035--1.5305.870直壁板20-212504003535-1.5305.870直壁板18-223003003535-1.5305.870直壁板23-203003003535-1.5305.870直壁板22-233003003535-1.5305.870 4.土層信息 4.1巖土性能參數(shù)表層號巖土名稱重度(kN/m3)壓縮模量Es(MPa)承載力fak(kPa)修正系數(shù)b修正系數(shù)d調整系數(shù)a1填土1951001.01.01.02碎石20151201113全風化巖21.5203001114強風化巖2220300111 4.2勘探孔參數(shù)表 孔點參數(shù) 天然地面標高(m):0.00孔號坐標(x,y)(m)ZK010.001.60ZK020.0013.45ZK0310.801.60ZK0410.8013.40 ZK01層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風化巖5.008.00-8.004強風化巖15.0023.00-23.00 ZK02層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風化巖5.008.00-8.004強風化巖15.0023.00-23.00 ZK03層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風化巖5.008.00-8.004強風化巖15.0023.00-23.00 ZK04層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風化巖5.008.00-8.004強風化巖15.0023.00-23.00 5.板配筋選項 壁板按對稱配筋：否 底板頂板按對稱配筋：否 按最大配筋點配筋：否 配筋考慮調幅：是 考慮池內水壓最不利分布：是 壁板按軸線歸并：是 按鋼筋網(wǎng)配筋：否 驗算抗裂度：否 驗算裂縫：是 頂板最小配筋率：0.20% 層板/層間板最小配筋率：0.20% 底板最小配筋率：0.20% 壁板最小配筋率：0.20% 6.構件信息 6.1梁信息（截面尺寸為b×h，梁編號的兩個數(shù)字指梁兩端的節(jié)點編號）梁編號截面尺寸(mm)梁11-12(頂板)300*500梁12-13(頂板)300*500梁18-19(頂板)300*500 7.工程量統(tǒng)計混凝土量(m3)底板頂板層板層間板壁板梁柱層間梁扶壁總計91.4714.000.00204.511.740.000.000.00311.72水池容積(m3)884.56土方量(m3)371.36三、荷載計算 1.結構自重及覆土重 結構自重:7793.05kN 頂板覆土重:0.00kN 底板外挑部分的覆土重（僅考慮底板外邊緣投影和外池壁最外邊緣之間的土重）:423.01kN 2.池內水壓水池單元格編號層號最大水深(m)底部水壓(kN/m2)1-4-6-2-1第1層6.2062.002-6-8-3-2第1層6.2062.004-9-11-5-4第1層6.3063.005-11-10-22-23-20-19-15-16-13-12-7-5第1層1.0010.007-12-14-8-7第1層6.3063.009-17-18-10-9第1層6.6566.5013-20-21-14-13第1層6.6566.5015-19-20-16-15第1層6.0060.00 3.頂板覆土豎向土壓力頂板編號頂板頂標高(m)覆土厚度(m)覆土豎向土壓力(kN/m2)1-4-6-2-12-6-8-3-24-9-11-5-45.870.000.005-11-10-22-23-20-19-15-16-13-12-7-55.870.000.007-12-14-8-75.870.000.009-17-18-10-95.870.000.0013-20-21-14-135.870.000.0015-19-20-16-155.870.000.00 4.池外土側壓力標高(m)池外土側壓力(kN/m2)-1.539.18 5.頂板活載頂板編號頂板活載(kN/m2)注1-4-6-2-12-6-8-3-24-9-11-5-43.00采用活荷載5-11-10-22-23-20-19-15-16-13-12-7-53.00采用活荷載7-12-14-8-73.00采用活荷載9-17-18-10-93.00采用活荷載13-20-21-14-133.00采用活荷載15-19-20-16-153.00采用活荷載 6.池外水壓力標高(m)池外水壓力(kN/m2)-1.530.00-2.030.00 7.堆積荷載引起側壓力 R=(45-0.5×30.00)×/180.0=0.52 Ka=tg(R)×tg(R)=tg(0.52)×tg(0.52)=0.33 pd=Ka×qd=0.33×10.00=3.33kN/m2 8.水平地震作用 頂板的自重慣性力頂板編號自重慣性力(kN/m2)1-4-6-2-1-2-6-8-3-2-4-9-11-5-40.255-11-10-22-23-20-19-15-16-13-12-7-50.257-12-14-8-70.259-17-18-10-90.2513-20-21-14-130.2515-19-20-16-150.25 壁板壁板編號自重慣性力(kN/m2)池內動水壓力(kN/m2)池外動土壓力(kN/m2)左側右側1-20.660.67-0.272-30.660.67-0.274-10.660.67-0.276-20.660.670.67-8-30.660.67-0.274-50.660.470.67-5-60.660.170.67-6-70.660.170.67-7-80.660.470.67-9-40.660.47-0.2711-50.490.170.47-12-70.490.470.17-14-80.660.47-0.279-100.490.530.47-11-100.490.470.17-12-130.490.170.47-13-140.490.530.47-13-160.490.170.50-15-160.490.45--17-90.660.50-0.2718-100.490.170.50-21-140.660.50-0.2715-190.490.170.45-16-200.490.450.50-17-180.660.53-0.2719-200.660.150.45-20-210.660.53-0.2722-180.490.17-0.2723-200.490.17-0.2722-230.490.17-0.27 9.基本組合系數(shù)組合號永久作用可變作用地震作用附加荷載結構自重池內水壓力覆土豎向土壓力土側壓力頂板活載地面堆載池外水壓力溫(濕)度作用x方向y方向z方向附加恒載附加活載11.301.300.000.000.000.000.001.500.000.000.001.300.0021.001.300.000.000.000.000.001.500.000.000.001.000.0031.301.000.000.000.000.000.001.500.000.000.001.300.0041.001.000.000.000.000.000.001.500.000.000.001.000.0051.301.300.000.000.000.000.000.000.000.000.001.300.0061.001.300.000.000.000.000.000.000.000.000.001.000.0071.301.000.000.000.000.000.000.000.000.000.001.300.0081.001.000.000.000.000.000.000.000.000.000.001.000.0091.301.301.301.301.351.351.501.350.000.000.001.301.35101.300.001.301.300.000.001.500.000.000.000.001.300.00111.000.001.301.300.000.001.500.000.000.000.001.000.00121.300.001.001.000.000.001.500.000.000.000.001.300.00131.000.001.001.000.000.001.500.000.000.000.001.000.00141.300.001.301.300.001.501.500.000.000.000.001.300.00151.000.001.301.300.001.501.500.000.000.000.001.000.00161.300.001.001.000.001.501.500.000.000.000.001.300.00171.000.001.001.000.001.501.500.000.000.000.001.000.00181.300.001.301.301.500.001.500.000.000.000.001.301.50191.000.001.301.301.500.001.500.000.000.000.001.001.50201.300.001.001.001.500.001.500.000.000.000.001.301.50211.000.001.001.001.500.001.500.000.000.000.001.001.50221.300.001.301.301.351.351.500.000.000.000.001.301.35231.000.001.301.301.351.351.500.000.000.000.001.001.35241.300.001.001.001.351.351.500.000.000.000.001.301.35251.000.001.001.001.351.351.500.000.000.000.001.001.35261.300.001.301.000.000.001.500.000.000.000.001.300.00271.000.001.301.000.000.001.500.000.000.000.001.000.00281.300.001.001.300.000.001.500.000.000.000.001.300.00291.000.001.001.300.000.001.500.000.000.000.001.000.00301.300.001.301.000.001.501.500.000.000.000.001.300.00311.000.001.301.000.001.501.500.000.000.000.001.000.00321.300.001.001.300.001.501.500.000.000.000.001.300.00331.000.001.001.300.001.501.500.000.000.000.001.000.00341.300.001.301.001.500.001.500.000.000.000.001.301.50351.000.001.301.001.500.001.500.000.000.000.001.001.50361.300.001.001.301.500.001.500.000.000.000.001.301.50371.000.001.001.301.500.001.500.000.000.000.001.001.50381.300.001.301.001.351.351.500.000.000.000.001.301.35391.000.001.301.001.351.351.500.000.000.000.001.001.35401.300.001.001.301.351.351.500.000.000.000.001.301.35411.000.001.001.301.351.351.500.000.000.000.001.001.35421.301.301.301.300.651.301.300.981.400.000.001.300.65431.301.301.301.300.651.301.300.98-1.400.000.001.300.65441.301.301.301.300.651.301.300.980.001.400.001.300.65451.301.301.301.300.651.301.300.980.00-1.400.001.300.65461.301.301.301.300.651.301.300.980.000.001.401.300.65471.301.301.301.300.651.301.300.980.000.00-1.401.300.65481.301.301.301.300.651.301.300.981.400.000.501.300.65491.301.301.301.300.651.301.300.98-1.400.000.501.300.65501.301.301.301.300.651.301.300.981.400.00-0.501.300.65511.301.301.301.300.651.301.300.98-1.400.00-0.501.300.65521.301.301.301.300.651.301.300.980.001.400.501.300.65531.301.301.301.300.651.301.300.980.00-1.400.501.300.65541.301.301.301.300.651.301.300.980.001.40-0.501.300.65551.301.301.301.300.651.301.300.980.00-1.40-0.501.300.65561.001.001.001.000.501.001.000.981.400.000.001.000.50571.001.001.001.000.501.001.000.98-1.400.000.001.000.50581.001.001.001.000.501.001.000.980.001.400.001.000.50591.001.001.001.000.501.001.000.980.00-1.400.001.000.50601.001.001.001.000.501.001.000.980.000.001.401.000.50611.001.001.001.000.501.001.000.980.000.00-1.401.000.50621.001.001.001.000.501.001.000.981.400.000.501.000.50631.001.001.001.000.501.001.000.98-1.400.000.501.000.50641.001.001.001.000.501.001.000.981.400.00-0.501.000.50651.001.001.001.000.501.001.000.98-1.400.00-0.501.000.50661.001.001.001.000.501.001.000.980.001.400.501.000.50671.001.001.001.000.501.001.000.980.00-1.400.501.000.50681.001.001.001.000.501.001.000.980.001.40-0.501.000.50691.001.001.001.000.501.001.000.980.00-1.40-0.501.000.50701.301.301.301.300.651.301.300.001.400.000.001.300.65711.301.301.301.300.651.301.300.00-1.400.000.001.300.65721.301.301.301.300.651.301.300.000.001.400.001.300.65731.301.301.301.300.651.301.300.000.00-1.400.001.300.65741.301.301.301.300.651.301.300.000.000.001.401.300.65751.301.301.301.300.651.301.300.000.000.00-1.401.300.65761.301.301.301.300.651.301.300.001.400.000.501.300.65771.301.301.301.300.651.301.300.00-1.400.000.501.300.65781.301.301.301.300.651.301.300.001.400.00-0.501.300.65791.301.301.301.300.651.301.300.00-1.400.00-0.501.300.65801.301.301.301.300.651.301.300.000.001.400.501.300.65811.301.301.301.300.651.301.300.000.00-1.400.501.300.65821.301.301.301.300.651.301.300.000.001.40-0.501.300.65831.301.301.301.300.651.301.300.000.00-1.40-0.501.300.65841.001.001.001.000.501.001.000.001.400.000.001.000.50851.001.001.001.000.501.001.000.00-1.400.000.001.000.50861.001.001.001.000.501.001.000.000.001.400.001.000.50871.001.001.001.000.501.001.000.000.00-1.400.001.000.50881.001.001.001.000.501.001.000.000.000.001.401.000.50891.001.001.001.000.501.001.000.000.000.00-1.401.000.50901.001.001.001.000.501.001.000.001.400.000.501.000.50911.001.001.001.000.501.001.000.00-1.400.000.501.000.50921.001.001.001.000.501.001.000.001.400.00-0.501.000.50931.001.001.001.000.501.001.000.00-1.400.00-0.501.000.50941.001.001.001.000.501.001.000.000.001.400.501.000.50951.001.001.001.000.501.001.000.000.00-1.400.501.000.50961.001.001.001.000.501.001.000.000.001.40-0.501.000.50971.001.001.001.000.501.001.000.000.00-1.40-0.501.000.50981.300.001.301.300.651.301.300.981.400.000.001.300.65991.300.001.301.300.651.301.300.98-1.400.000.001.300.651001.300.001.301.300.651.301.300.980.001.400.001.300.651011.300.001.301.300.651.301.300.980.00-1.400.001.300.651021.300.001.301.300.651.301.300.980.000.001.401.300.651031.300.001.301.300.651.301.300.980.000.00-1.401.300.651041.300.001.301.300.651.301.300.981.400.000.501.300.651051.300.001.301.300.651.301.300.98-1.400.000.501.300.651061.300.001.301.300.651.301.300.981.400.00-0.501.300.651071.300.001.301.300.651.301.300.98-1.400.00-0.501.300.651081.300.001.301.300.651.301.300.980.001.400.501.300.651091.300.001.301.300.651.301.300.980.00-1.400.501.300.651101.300.001.301.300.651.301.300.980.001.40-0.501.300.651111.300.001.301.300.651.301.300.980.00-1.40-0.501.300.651121.000.001.001.000.501.001.000.981.400.000.001.000.501131.000.001.001.000.501.001.000.98-1.400.000.001.000.501141.000.001.001.000.501.001.000.980.001.400.001.000.501151.000.001.001.000.501.001.000.980.00-1.400.001.000.501161.000.001.001.000.501.001.000.980.000.001.401.000.501171.000.001.001.000.501.001.000.980.000.00-1.401.000.501181.000.001.001.000.501.001.000.981.400.000.501.000.501191.000.001.001.000.501.001.000.98-1.400.000.501.000.501201.000.001.001.000.501.001.000.981.400.00-0.501.000.501211.000.001.001.000.501.001.000.98-1.400.00-0.501.000.501221.000.001.001.000.501.001.000.980.001.400.501.000.501231.000.001.001.000.501.001.000.980.00-1.400.501.000.501241.000.001.001.000.501.001.000.980.001.40-0.501.000.501251.000.001.001.000.501.001.000.980.00-1.40-0.501.000.501261.300.001.301.300.651.301.300.001.400.000.001.300.651271.300.001.301.300.651.301.300.00-1.400.000.001.300.651281.300.001.301.300.651.301.300.000.001.400.001.300.651291.300.001.301.300.651.301.300.000.00-1.400.001.300.651301.300.001.301.300.651.301.300.000.000.001.401.300.651311.300.001.301.300.651.301.300.000.000.00-1.401.300.651321.300.001.301.300.651.301.300.001.400.000.501.300.651331.300.001.301.300.651.301.300.00-1.400.000.501.300.651341.300.001.301.300.651.301.300.001.400.00-0.501.300.651351.300.001.301.300.651.301.300.00-1.400.00-0.501.300.651361.300.001.301.300.651.301.300.000.001.400.501.300.651371.300.001.301.300.651.301.300.000.00-1.400.501.300.651381.300.001.301.300.651.301.300.000.001.40-0.501.300.651391.300.001.301.300.651.301.300.000.00-1.40-0.501.300.651401.000.001.001.000.501.001.000.001.400.000.001.000.501411.000.001.001.000.501.001.000.00-1.400.000.001.000.501421.000.001.001.000.501.001.000.000.001.400.001.000.501431.000.001.001.000.501.001.000.000.00-1.400.001.000.501441.000.001.001.000.501.001.000.000.000.001.401.000.501451.000.001.001.000.501.001.000.000.000.00-1.401.000.501461.000.001.001.000.501.001.000.001.400.000.501.000.501471.000.001.001.000.501.001.000.00-1.400.000.501.000.501481.000.001.001.000.501.001.000.001.400.00-0.501.000.501491.000.001.001.000.501.001.000.00-1.400.00-0.501.000.501501.000.001.001.000.501.001.000.000.001.400.501.000.501511.000.001.001.000.501.001.000.000.00-1.400.501.000.501521.000.001.001.000.501.001.000.000.001.40-0.501.000.501531.000.001.001.000.501.001.000.000.00-1.40-0.501.000.50 10.標準組合系數(shù)組合號永久作用可變作用地震作用附加荷載結構自重池內水壓力覆土豎向土壓力土側壓力頂板活載地面堆載池外水壓力溫(濕)度作用x方向y方向z方向附加恒載附加活載11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.001.001.000.000.001.000.000.000.000.001.000.0041.000.001.001.000.001.001.000.000.000.000.001.000.0051.000.001.001.001.000.001.000.000.000.000.001.001.0061.000.001.001.000.900.901.000.000.000.000.001.000.9071.001.001.001.000.900.901.000.000.000.000.001.000.90 11.準永久值組合系數(shù)組合號永久作用可變作用地震作用附加荷載結構自重池內水壓力覆土豎向土壓力土側壓力頂板活載地面堆載池外水壓力溫(濕)度作用x方向y方向z方向附加恒載附加活載11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.001.001.000.000.001.000.000.000.000.001.000.0041.000.001.001.000.000.501.000.000.000.000.001.000.0051.000.001.001.000.000.001.000.000.000.000.001.000.0061.000.001.001.000.000.501.000.000.000.000.001.000.0071.001.001.001.000.000.501.000.000.000.000.001.000.00四、地基承載力及沉降計算 fa=120.0kPa faE=120.0kPa 基底控制壓力: pk=(結構自重+覆土重+池內水重+附加豎向恒載+附加豎向活載+頂板活載)/底板面積 =(7793.05kN+423.01kN+5302.03kN+0.00kN+0.00kN+280.06kN)/163.78m2 =84kPa<fa=120kPa 滿足要求 pk=(結構自重+覆土重+池內水重+附加豎向恒載+0.5×附加豎向活載+0.5×頂板活載)/底板面積 =(7793.05kN+423.01kN+5302.03kN+0.00kN+0.5×0.00kN+0.5×280.06kN)/163.78m2 =83kPa<faE=120kPa 滿足要求 pkmax=(結構自重+覆土重+池內水重+附加豎向恒載+0.5×附加豎向活載+0.5×頂板活載)/底板面積+x向水平地震彎矩/x向抗彎截面模量 =(7793.05kN+423.01kN+5302.03kN+0.00kN+0.5×0.00kN+0.5×280.06kN)/163.78m2+2218.01kN.m/334.18m3 =90kPa<1.2faE=144kPa 滿足要求 pkmin=(結構自重+覆土重+池內水重+附加豎向恒載+0.5×附加豎向活載+0.5×頂板活載)/底板面積-x向水平地震彎矩/x向抗彎截面模量 =(7793.05kN+423.01kN+5302.03kN+0.00kN+0.5×0.00kN+0.5×280.06kN)/163.78m2-2218.01kN.m/334.18m3 =77kPa>0 滿足要求 水池沉降值:9.4mm五、抗浮驗算 地面水池或地下水位低于底板，不需要進行抗浮驗算六、各板內力及配筋計算 注：敞口時沒頂板，頂板和底板的跨中X和Y均指整體坐標系下的方向；對于中間壁板不分內側和外側，取兩側結果最大值作為最終配筋方案，按兩側對稱配置，此時池外側表格用橫杠表示。 單位：M(kN·m)，N(kN),計算面積(mm2/m),實配面積(mm2/m)位置水池內側水池外側內力基本組合計算面積選配鋼筋實配面積內力基本組合計算面積選配鋼筋實配面積MN組合MN組合底板1-4-5-6-21-4邊-49.3120.36100016@200100547.8-42.182100016@20010054-5邊-5.590.16100016@200100594.3-4.979100016@20010055-6邊-7.299.36100016@200100585.2-0.279100016@20010056-2邊-10.175.56100016@2001005112.4-45.382100012@10011312-1邊-45.8123.96100016@200100547.9-45.179100016@2001005跨中x方向-34.477.85100016@20010056.580.66100016@2001005跨中y方向-34.886.35100016@20010057.781.26100016@2001005底板2-6-7-8-32-6邊-8.074.36100016@2001005112.5-47.182100012@10011316-7邊-2.498.86100016@200100589.63.378100016@20010057-8邊-2.225.16100016@200100595.04.078100014@15010268-3邊-46.7119.16100016@200100552.9-43.282100016@20010053-2邊-42.3121.16100016@200100549.5-49.778100016@2001005跨中x方向-38.476.35100016@20010057.876.66100016@2001005跨中y方向-36.887.05100016@2001005-8.678.86100016@2001005底板4-9-10-11-54-9邊-17.977.26100016@200100520.0-41.879100016@20010059-10邊-5.0128.46100016@20010051.2146.55100016@200100510-11邊-3.5149.96100016@200100553.674.783100016@200100511-5邊-0.563.96100016@200100568.04.383100016@20010055-4邊-2.640.36100016@200100545.397.979100016@2001005跨中x方向-4.873.05100016@20010059.773.16100016@2001005跨中y方向8.1120.16100016@200100510.0117.06100016@2001005底板7-12-13-14-87-12邊-4.757.36100016@200100529.573.578100016@200100512-13邊-0.4105.26100016@20010053.096.25100016@200100513-14邊2.0132.06100016@20010052.0132.06100016@200100514-8邊-11.0100.56100016@200100515.3-59.583100016@20010058-7邊19.9114.56100016@200100525.0114.45100016@2001005跨中x方向-4.985.76100016@20010054.877.06100016@2001005跨中y方向-2.3125.46100016@20010057.3112.35100016@2001005底板5-11-10-18-22-23-20-19-15-16-13-12-7-65-11邊99.1-25.683100016@200100599.1-25.683100016@180111711-10邊-0.299.06100016@200100570.2-26.283100016@200100510-18邊122.5-52.283100016@2001005128.3-64.079100012@100113118-22邊83.0-107.483100016@200100583.0-107.483100016@200100522-23邊34.5-55.39100016@200100534.5-55.39100016@200100523-20邊6.894.95100016@20010056.894.95100016@200100520-19邊9.699.09100016@200100545.9-0.483100016@200100519-15邊111.5-41.683100016@2001005111.5-41.683100012@100113115-16邊-0.573.46100016@200100588.920.679100014@150102616-13邊8.583.35100016@20010058.583.35100016@200100513-12邊-1.973.76100016@200100524.0-32.783100016@200100512-7邊52.5-12.783100016@200100552.5-12.783100016@20010057-6邊78.452.278100016@200100562.877.75100014@15010266-5邊79.538.578100016@200100559.576.55100016@2001005跨中x方向-59.7-61.283100016@200100535.6-24.09100016@2001005跨中y方向-45.8-30.483100016@200100511.044.95100016@2001005底板13-16-20-21-1413-16邊-12.3117.96100016@20010055.189.05100016@200100516-20邊-12.2100.66100016@200100536.2-3.478100016@200100520-21邊-4.991.56100016@2001005-4.491.46100016@200100521-14邊-35.9101.86100016@200100521.9-27.575100016@200100514-13邊8.1122.35100016@20010058.1122.35100016@2001005跨中x方向-21.086.75100016@2001005-9.2100.56100016@2001005跨中y方向-4.998.65100016@20010051.582.76100016@2001005底板9-17-18-109-17邊-39.5105.86100016@200100513.6-21.078100016@200100517-18邊-5.937.96100016@20010052.253.85100016@200100518-10邊77.378.883100016@200100577.378.883100014@150102610-9邊2.7122.16100016@20010055.7115.95100016@2001005跨中x方向-14.790.45100016@200100518.693.45100016@2001005跨中y方向-0.190.46100016@20010052.083.46100016@2001005底板15-19-20-1615-19邊92.31.383100016@200100576.867.25100014@150102619-20邊-5.0103.86100016@200100521.654.15100016@200100520-16邊-8.676.26100016@200100523.4-4.678100016@200100516-15邊-1.895.46100016@200100554.438.679100016@2001005跨中x方向36.161.379100016@200100536.161.379100016@2001005跨中y方向11.985.05100016@200100513.885.25100016@2001005頂板4-9-10-11-54-9邊-2.1-0.8930010@200393-2.1-0.8930010@2003939-10邊0.2-1.8630010@200393-2.53.83630010@20039310-11邊0.761.1930010@200393-6.267.9936010@20039311-5邊-4.531.23430010@200393-4.531.23430010@2003935-4邊0.814.4630010@200393-1.53.0930010@200393跨中x方向1.010.03430010@2003930.425.7930010@200393跨中y方向1.015.4930010@2003930.331.17930010@200393頂板7-12-13-14-87-12邊-2.425.3930010@200393-2.632.0930010@20039312-13邊0.730.57830010@200393-1.26.73630010@20039313-14邊-1.64.33630010@200393-1.64.33630010@20039314-8邊-0.424.17830010@200393-1.616.2930010@2003938-7邊0.853.7630010@2003930.657.57830010@200393跨中x方向1.09.8930010@2003930.418.97830010@200393跨中y方向0.920.3930010@2003930.426.37830010@200393頂板5-11-12-7-65-11邊-5.417.41830010@200393-5.417.41830010@20039311-12邊0.231.68230010@200393-1.712.63630010@20039312-7邊-4.513.61830010@200393-4.513.61830010@2003937-6邊-6.918.13630010@200393-6.918.13632410@2003936-5邊0.00.015330010@200393-6.717.53631510@200393跨中x方向2.016.53430010@200393-0.233.38230010@200393跨中y方向2.38.33430010@2003930.940.2630010@200393頂板10-18-19-15-16-1310-18邊-8.220.6930010@200393-8.220.6938310@20039318-19邊1.38.3930010@200393-2.12.13630010@20039319-15邊-10.518.03430010@200393-10.518.03448010@15052415-16邊0.029.78230010@200393-14.0-4.1938010@20039316-13邊2.426.5930010@2003930.532.17830010@20039313-10邊3.4-0.6730010@200393-4.5-0.11830010@200393跨中x方向3.612.13430010@200393-3.018.8930010@200393跨中y方向3.03.22430010@2003933.03.22430010@200393頂板18-22-23-2018-22邊0.2-3.4630010@200393-3.537.07930010@20039322-23邊-4.5-1.93630010@200393-3.75.68330010@20039323-20邊0.686.27830010@2003930.686.27830010@20039320-18邊2.30.1930010@200393-1.952.87830010@200393跨中x方向1.34.23430010@200393-0.523.97830010@200393跨中y方向1.02.813930010@200393-1.0-1.615230010@200393頂板13-16-20-21-1413-16邊-1.916.1930010@200393-1.916.1930010@20039316-20邊-1.360.17830010@200393-2.57.03430010@20039320-21邊0.050.17830010@200393-0.143.6930010@20039321-14邊1.01.0630010@200393-1.30.6930010@20039314-13邊-1.5-8.2930010@200393-1.434.17830010@200393跨中x方向1.411.4930010@200393-0.06.6630010@200393跨中y方向0.329.27830010@2003930.329.27830010@200393頂板9-17-18-109-17邊1.09.87930010@200393-0.93.5930010@20039317-18邊-0.153.97930010@200393-0.153.97930010@20039318-10邊-4.052.3930010@200393-3.890.1930010@20039310-9邊-0.639.77930010@200393-0.834.47930010@200393跨中x方向1.410.3930010@200393-0.521.97930010@200393跨中y方向0.327.77930010@2003930.229.07930010@200393頂板15-19-20-1615-19邊-3.647.3930010@200393-3.649.6930010@20039319-20邊-0.340.07830010@200393-2.89.3930010@20039320-16邊0.252.78330010@200393-0.820.8930010@20039316-15邊0.317.2530010@200393-2.429.3930010@200393跨中x方向0.335.77830010@200393-0.442.47830010@200393跨中y方向0.237.07830010@2003930.136.37830010@200393直壁板2-12邊-63.066.9582512@1259055.511.08365012@1507541邊-70.1106.7596212@10011312.2-2.58365012@150754上邊-0.5-2.88250012@200565-0.03.88250012@200565下邊-51.125.0680014@18085538.9-142.97980014@180855跨中水平-16.073.47965012@15075424.577.88265012@150754跨中豎直-0.7-13.315365012@15075417.4-42.6565012@150754直壁板3-23邊-71.0107.9597312@10011311.8-4.79365012@1507542邊-63.067.0582412@1259055.810.38365012@150754上邊-0.5-2.68250012@200565-0.03.98250012@200565下邊-44.86.7680014@18085540.6-150.77880014@180855跨中水平-16.173.97865012@15075424.377.88265012@150754跨中豎直-0.8-19.813965012@15075417.9-48.78265012@150754直壁板1-41邊-70.1106.0596112@10011312.2-3.68365012@1507544邊-54.662.8572114@1808555.6-35.27865012@150754上邊-1.538.18350012@200565-1.138.17850012@200565下邊-55.021.7680014@18085536.0-140.67980014@180855跨中水平-12.475.98265012@15075424.478.9565012@150754跨中豎直-0.7-16.913465012@15075417.2-39.5565012@150754直壁板6-26邊-48.839.87865012@1507542邊54.885.17965012@125905上邊-0.142.28250012@200565下邊72.9-146.27980014@180855跨中水平21.269.48265012@150754跨中豎直-15.6-81.3965012@150754直壁板8-38邊-55.262.4572812@1259055.8-49.57965012@1507543邊-71.0107.2597312@10011311.9-1.07965012@150754上邊-1.631.17850012@200565-0.931.57950012@200565下邊-53.014.6680014@18085538.9-152.57880014@180855跨中水平-13.369.47865012@15075424.879.2965012@150754跨中豎直-0.7-20.713565012@15075417.2-46.4565012@150754直壁板4-54邊41.696.47965012@1507545邊-12.2119.0665012@150754上邊2.2-11.1950012@200565下邊-45.0-165.08280014@180855跨中水平7.2139.77965012@150754跨中豎直-6.6-104.98265012@150754直壁板5-65邊17.047.18265012@1507546邊35.756.18265012@150754上邊8.6-41.18250012@200565下邊-33.8-207.78280014@180855跨中水平-9.652.08265012@150754跨中豎直-5.6-66.4665012@150754直壁板6-76邊36.758.18265012@1507547邊16.355.98265012@150754上邊8.7-42.17850012@200565下邊35.9-128.28380014@180855跨中水平-11.454.77865012@150754跨中豎直-7.6-103.57865012@150754直壁板7-87邊-12.2125.1565012@1507548邊41.498.57865012@150754上邊1.7-11.7950012@200565下邊-40.1-197.98280014@180855跨中水平8.4142.97865012@150754跨中豎直-5.4-119.38265012@150754直壁板4-94邊-40.330.77565012@1507541.318.913465012@1507549邊-28.177.6665012@1507544.013.57865012@150754上邊1.017.97850012@2005651.821.07850012@200565下邊-17.755.5680014@18085517.4-90.67980014@180855跨中水平-7.56.77965012@1507547.364.4665012@150754跨中豎直-2.3-14.6565012@1507546.629.0665012@150754直壁板11-511邊18.834.0660012@1806285邊20.442.1660012@180628上邊24.6-160.43660012@180628下邊32.8-354.0660012@180628跨中水平-8.335.2660012@180628跨中豎直-5.5-77.8660012@180628直壁板12-712邊-18.024.6560012@1806287邊-22.041.68360012@180628上邊-9.8-77.9960012@180628下邊-23.8-126.47960012@180628跨中水平8.835.2660012@180628跨中豎直5.7-79.97860012@180628直壁板14-814邊-26.377.9665012@1507543.79.07965012@1507548邊-35.640.77865012@1507541.710.413565012@150754上邊0.617.0950012@2005651.716.57950012@200565下邊-16.951.0680014@18085517.8-95.27880014@180855跨中水平-7.47.07865012@1507547.762.8665012@150754跨中豎直-2.3-17.0565012@1507547.126.1665012@150754直壁板9-109邊-22.574.17960012@18062810邊-19.451.3660012@180628上邊-1.7-4.2960012@180628下邊5.735.7660012@180628跨中水平-6.9114.1660012@180628跨中豎直-1.421.4660012@180628直壁板11-1011邊-22.169.4960012@18062810邊-18.8-16.38260012@180628上邊-15.7-247.7960012@180628下邊-26.6-703.08360012@180628跨中水平-12.343.1560012@180628跨中豎直-2.2-96.7660012@180628直壁板12-1312邊22.649.07960012@18062813邊5.251.9560012@180628上邊-0.521.43460012@180628下邊6.7-150.08360012@180628跨中水平11.553.2660012@180628跨中豎直2.3-57.9660012@180628直壁板13-1413邊-11.344.2660012@18062814邊-25.468.68360012@180628上邊-0.221.1960012@180628下邊7.08.3660012@180628跨中水平-3.7111.7660012@180628跨中豎直-1.325.3660012@180628直壁板13-1613邊18.824.4660012@18062816邊-8.615.37860012@180628上邊2.617.8960012@180628下邊4.424.8660012@180628跨中水平3.930.9660012@180628跨中豎直1.2-57.08360012@180628直壁板15-1615邊-13.842.9660012@18062816邊-10.251.2560012@180628上邊-11.4-157.4960012@180628下邊-9.519.7660012@180628跨中水平6.29.38260012@180628跨中豎直4.4-78.28260012@180628直壁板9-179邊-31.775.26650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