反硝化深床滤池计算书

-PAGE26-反硝化深床滤池计算书一、设计依据 《给水排水工程钢筋混凝土水池结构设计规程》CECS138:2002 《给水排水工程构筑物结构设计规范》GB50069-2002 《室外给水排水和燃气热力工程抗震设计规范》GB50032-2003 《给水排水工程结构设计手册》(第二版).沈世杰主编.中国建筑工业出版社，2007 《混凝土结构设计规范》GB50010-2010(2015年版) 《建筑抗震设计规范》GB50011-2010(2016年版) 《土木工程特种结构》马芹永主编.高等教育出版社，2005.07二、设计资料 1.总体信息 池外设计地面标高:0.00 地下水位标高(m):-0.50 水池类型:有盖水池 水池混凝土等级:C30 水池钢筋等级:HRB400 抗震设防烈度:6度(0.05g) 结构重要性系数:1.00 顶板裂缝宽度限值:0.20mm 底板裂缝宽度限值:0.20mm 梁裂缝宽度限值:0.20mm 柱裂缝宽度限值:0.20mm 扶壁裂缝宽度限值:0.20mm 内壁板裂缝宽度限值:0.20mm 外壁板裂缝宽度限值:0.20mm 底板外挑尺寸:800mm 混凝土重度:25.0kN/m3 2.荷载信息 顶板覆土厚度:默认 顶板活荷载:3.5kN/m2 雪荷载分区:I区 基本雪压:0.00kN/m2 上人水池顶盖:是 池内水重度:10.0kN/m3 地面堆积荷载:10.0kN/m2 回填土重度:18.0kN/m3 回填土有效重度:10.0kN/m3 回填土内摩擦角:30.00° 3.水池主体信息 板位置中的编号为形成该板块的节点编号，节点编号图如下所示:板位置板厚(mm)池内侧保护层厚度(mm)池外侧保护层厚度(mm)板顶部标高顶板8-16-17-9-820035352.450顶板9-17-18-10-920035352.450顶板10-18-19-11-1020035352.450顶板11-19-20-12-1120035352.450顶板14-23-24-16-1420035351.000顶板24-29-30-25-2420035352.450顶板25-30-31-26-2520035352.450顶板26-31-32-27-2620035352.450顶板27-32-33-28-2720035352.450顶板23-34-35-33-29-24-2320035352.450顶板34-36-37-35-3420035350.200底板3-8-12-7-350035351.000底板2-15-16-3-25003535-4.150底板1-14-15-2-14003535-0.650底板8-16-17-9-85003535-4.150底板9-17-18-10-95003535-4.150底板10-18-19-11-105003535-4.150底板11-19-20-12-115003535-4.150底板13-21-22-14-133003535-2.200底板14-23-24-16-145003535-3.600底板16-24-25-17-165003535-4.150底板17-25-26-18-175003535-4.150底板18-26-27-19-185003535-4.150底板19-27-28-20-195003535-4.150底板24-29-30-25-2430035351.000底板25-30-31-26-2530035351.000底板26-31-32-27-2630035351.000底板27-32-33-28-2730035351.000底板23-34-35-33-29-24-235003535-4.150底板34-36-37-35-345003535-4.150壁板位置顶部板厚(mm)底部板厚(mm)池内侧保护层厚度(mm)池外侧保护层厚度(mm)壁板顶标高(m)壁板底标高(m)2-130030035352.450-0.6503-230030035352.450-4.1507-330030035352.4501.0003-830030035-2.450-4.15012-740040035352.4501.0008-920020035-2.450-4.1509-1020020035-2.450-4.15010-1120020035-2.450-4.15011-1220020035-2.450-4.1501-1440040035352.450-0.6502-1520020035-2.450-4.1508-1630030035-2.450-4.1509-1735035035-2.450-4.15010-1835035035-2.450-4.15011-1935035035-2.450-4.15020-1240040035352.450-4.15014-1320020035350.200-2.20015-1440040035-2.450-3.60016-1540040035-2.450-4.15017-1640040035-2.450-4.15018-1740040035-2.450-4.15019-1840040035-2.450-4.15020-1940040035-2.450-4.15013-2120020035350.200-2.20014-2240040035-1.000-3.60021-2220020035350.200-2.20016-2430030035-2.450-4.15017-2535035035-2.450-4.15018-2635035035-2.450-4.15019-2735035035-2.450-4.15028-2040040035352.450-4.15022-2340040035351.000-3.60023-2440040035-2.450-4.15024-2540040035-2.450-4.15025-2640040035-2.450-4.15026-2740040035-2.450-4.15027-2840040035-2.450-4.15024-2930030035-2.450-4.15025-3035035035-2.4501.00026-3135035035-2.4501.00027-3235035035-2.4501.00033-2840040035352.4501.00029-3020020035-2.450-4.15030-3120020035-2.450-4.15031-3220020035-2.450-4.15032-3320020035-2.450-4.15023-3440040035352.450-4.15035-3340040035352.450-4.15034-3535035035-2.450-4.15034-3640040035350.200-4.15037-3540040035350.200-4.15036-3740040035350.200-4.150 4.土层信息 4.1岩土性能参数表层号岩土名称重度(kN/m3)压缩模量Es(MPa)承载力fak(kPa)修正系数b修正系数d调整系数a1a土层名称2515200231.0 4.2勘探孔参数表 孔点参数 天然地面标高(m):0.00孔号坐标(x,y)(m)ZK010.000.00 ZK01层号岩土名称层厚(m)层底埋深(m)层底标高(m)1a土层名称50.0050.00-50.00 5.板配筋选项 壁板按对称配筋：否 底板顶板按对称配筋：否 按最大配筋点配筋：否 按平均内力值配筋：是 考虑池内水压最不利分布：是 壁板按轴线归并：是 按钢筋网配筋：否 验算抗裂度：是 验算裂缝：是 6.工程量统计混凝土量(m3)底板顶板壁板梁柱层间梁扶壁总计185.2238.65343.410.000.000.000.00567.28水池容积(m3)1173.03土方量(m3)1492.57三、荷载计算 1.结构自重及覆土重 结构自重:14277.09kN 顶板覆土重:0.00kN 底板外挑部分的覆土重（仅考虑底板外边缘投影和外池壁最外边缘之间的土重）:3395.36kN 2.池内水压底板编号最大水深(m)水压(kN/m2)1-14-15-2-13.1031.002-15-16-3-26.6066.003-8-12-7-31.4514.508-16-17-9-86.4064.009-17-18-10-96.4064.0010-18-19-11-106.4064.0011-19-20-12-116.4064.0013-21-22-14-132.4024.0014-23-24-16-144.4044.0016-24-25-17-166.6066.0017-25-26-18-176.6066.0018-26-27-19-186.6066.0019-27-28-20-196.6066.0023-34-35-33-29-24-236.4064.0024-29-30-25-241.2512.5025-30-31-26-251.2512.5026-31-32-27-261.2512.5027-32-33-28-271.2512.5034-36-37-35-344.1541.50 3.顶板覆土竖向土压力顶板编号顶板顶标高(m)覆土厚度(m)覆土竖向土压力(kN/m2)1-14-15-2-12-15-16-3-23-8-12-7-38-16-17-9-82.450.000.009-17-18-10-92.450.000.0010-18-19-11-102.450.000.0011-19-20-12-112.450.000.0013-21-22-14-1314-23-24-16-141.000.000.0016-24-25-17-1617-25-26-18-1718-26-27-19-1819-27-28-20-1923-34-35-33-29-24-232.450.000.0024-29-30-25-242.450.000.0025-30-31-26-252.450.000.0026-31-32-27-262.450.000.0027-32-33-28-272.450.000.0034-36-37-35-340.200.000.00 4.池外土侧压力标高(m)池外土侧压力(kN/m2)-0.653.50-2.208.67-3.6013.33-4.1515.17 5.顶板活载顶板编号顶板活载(kN/m2)注1-14-15-2-1-采用活荷载2-15-16-3-2-采用活荷载3-8-12-7-3-采用活荷载8-16-17-9-83.50采用活荷载9-17-18-10-93.50采用活荷载10-18-19-11-103.50采用活荷载11-19-20-12-113.50采用活荷载13-21-22-14-13-采用活荷载14-23-24-16-143.50采用活荷载16-24-25-17-16-采用活荷载17-25-26-18-17-采用活荷载18-26-27-19-18-采用活荷载19-27-28-20-19-采用活荷载23-34-35-33-29-24-233.50采用活荷载24-29-30-25-243.50采用活荷载25-30-31-26-253.50采用活荷载26-31-32-27-263.50采用活荷载27-32-33-28-273.50采用活荷载34-36-37-35-343.50采用活荷载 6.池外水压力标高(m)池外水压力(kN/m2)-0.651.50-1.055.50-2.2017.00-2.5020.00-3.6031.00-4.1036.00-4.1536.50-4.6541.50 7.堆积荷载引起侧压力 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 顶板的自重惯性力顶板编号自重惯性力(kN/m2)1-14-15-2-1-2-15-16-3-2-3-8-12-7-3-8-16-17-9-80.139-17-18-10-90.1310-18-19-11-100.1311-19-20-12-110.1313-21-22-14-13-14-23-24-16-140.1316-24-25-17-16-17-25-26-18-17-18-26-27-19-18-19-27-28-20-19-23-34-35-33-29-24-230.1324-29-30-25-240.1325-30-31-26-250.1326-31-32-27-260.1327-32-33-28-270.1334-36-37-35-340.13 壁板壁板编号自重惯性力(kN/m2)池内动水压力(kN/m2)池外动土压力(kN/m2)左侧右侧2-10.190.23-0.123-20.190.36-0.794-30.190.10-0.005-40.190.10-0.006-50.190.10-0.007-60.190.10-0.003-80.190.200.36-12-70.250.20-0.008-90.130.100.35-9-100.130.100.35-10-110.130.100.35-11-120.130.100.35-1-140.250.22-0.122-150.130.360.22-8-160.190.350.36-9-170.220.350.35-10-180.220.350.35-11-190.220.380.35-20-120.250.38-0.7914-130.130.19-0.4115-140.250.470.23-16-150.250.470.36-17-160.250.570.35-18-170.250.570.35-19-180.250.570.35-20-190.250.570.35-13-210.130.13-0.4114-220.250.400.13-21-220.130.19-0.4116-240.190.360.40-17-250.220.360.36-18-260.220.360.36-19-270.220.380.36-28-200.250.38-0.7922-230.250.40-0.6823-240.250.470.38-24-250.250.570.11-25-260.250.570.11-26-270.250.570.11-27-280.250.570.11-24-290.190.160.45-25-300.220.160.16-26-310.220.160.16-27-320.220.170.16-33-280.250.17-0.0029-300.130.110.35-30-310.130.110.35-31-320.130.110.35-32-330.130.110.35-23-340.250.85-0.7935-330.250.85-0.7934-350.220.350.29-34-360.250.56-0.7937-350.250.56-0.7936-370.250.29-0.79 9.基本组合系数组合号永久作用可变作用地震作用附加荷载结构自重池内水压力覆土竖向土压力土侧压力顶板活载地面堆载池外水压力温(湿)度作用x方向y方向z方向附加恒载附加活载11.201.270.000.000.000.000.001.400.000.000.001.200.0021.001.270.000.000.000.000.001.400.000.000.001.000.0031.201.000.000.000.000.000.001.400.000.000.001.200.0041.001.000.000.000.000.000.001.400.000.000.001.000.0051.201.270.000.000.000.000.000.000.000.000.001.200.0061.001.270.000.000.000.000.000.000.000.000.001.000.0071.201.000.000.000.000.000.000.000.000.000.001.200.0081.001.000.000.000.000.000.000.000.000.000.001.000.0091.200.001.271.270.000.001.270.000.000.000.001.200.00101.000.001.271.270.000.001.270.000.000.000.001.000.00111.200.001.001.000.000.001.270.000.000.000.001.200.00121.000.001.001.000.000.001.270.000.000.000.001.000.00131.200.001.271.270.001.401.270.000.000.000.001.200.00141.000.001.271.270.001.401.270.000.000.000.001.000.00151.200.001.001.000.001.401.270.000.000.000.001.200.00161.000.001.001.000.001.401.270.000.000.000.001.000.00171.200.001.271.271.400.001.270.000.000.000.001.201.40181.000.001.271.271.400.001.270.000.000.000.001.001.40191.200.001.001.001.400.001.270.000.000.000.001.201.40201.000.001.001.001.400.001.270.000.000.000.001.001.40211.200.001.271.271.261.261.270.000.000.000.001.201.26221.000.001.271.271.261.261.270.000.000.000.001.001.26231.200.001.001.001.261.261.270.000.000.000.001.201.26241.000.001.001.001.261.261.270.000.000.000.001.001.26251.200.001.271.000.000.001.270.000.000.000.001.200.00261.000.001.271.000.000.001.270.000.000.000.001.000.00271.200.001.001.270.000.001.270.000.000.000.001.200.00281.000.001.001.270.000.001.270.000.000.000.001.000.00291.200.001.271.000.001.401.270.000.000.000.001.200.00301.000.001.271.000.001.401.270.000.000.000.001.000.00311.200.001.001.270.001.401.270.000.000.000.001.200.00321.000.001.001.270.001.401.270.000.000.000.001.000.00331.200.001.271.001.400.001.270.000.000.000.001.201.40341.000.001.271.001.400.001.270.000.000.000.001.001.40351.200.001.001.271.400.001.270.000.000.000.001.201.40361.000.001.001.271.400.001.270.000.000.000.001.001.40371.200.001.271.001.261.261.270.000.000.000.001.201.26381.000.001.271.001.261.261.270.000.000.000.001.001.26391.200.001.001.271.261.261.270.000.000.000.001.201.26401.000.001.001.271.261.261.270.000.000.000.001.001.26411.201.201.201.200.601.201.200.911.300.000.001.200.60421.201.201.201.200.601.201.200.91-1.300.000.001.200.60431.201.201.201.200.601.201.200.910.001.300.001.200.60441.201.201.201.200.601.201.200.910.00-1.300.001.200.60451.201.201.201.200.601.201.200.910.000.001.301.200.60461.201.201.201.200.601.201.200.910.000.00-1.301.200.60471.201.201.201.200.601.201.200.911.300.000.501.200.60481.201.201.201.200.601.201.200.91-1.300.000.501.200.60491.201.201.201.200.601.201.200.911.300.00-0.501.200.60501.201.201.201.200.601.201.200.91-1.300.00-0.501.200.60511.201.201.201.200.601.201.200.910.001.300.501.200.60521.201.201.201.200.601.201.200.910.00-1.300.501.200.60531.201.201.201.200.601.201.200.910.001.30-0.501.200.60541.201.201.201.200.601.201.200.910.00-1.30-0.501.200.60551.001.001.001.000.501.001.000.911.300.000.001.000.50561.001.001.001.000.501.001.000.91-1.300.000.001.000.50571.001.001.001.000.501.001.000.910.001.300.001.000.50581.001.001.001.000.501.001.000.910.00-1.300.001.000.50591.001.001.001.000.501.001.000.910.000.001.301.000.50601.001.001.001.000.501.001.000.910.000.00-1.301.000.50611.001.001.001.000.501.001.000.911.300.000.501.000.50621.001.001.001.000.501.001.000.91-1.300.000.501.000.50631.001.001.001.000.501.001.000.911.300.00-0.501.000.50641.001.001.001.000.501.001.000.91-1.300.00-0.501.000.50651.001.001.001.000.501.001.000.910.001.300.501.000.50661.001.001.001.000.501.001.000.910.00-1.300.501.000.50671.001.001.001.000.501.001.000.910.001.30-0.501.000.50681.001.001.001.000.501.001.000.910.00-1.30-0.501.000.50691.201.201.201.200.601.201.200.001.300.000.001.200.60701.201.201.201.200.601.201.200.00-1.300.000.001.200.60711.201.201.201.200.601.201.200.000.001.300.001.200.60721.201.201.201.200.601.201.200.000.00-1.300.001.200.60731.201.201.201.200.601.201.200.000.000.001.301.200.60741.201.201.201.200.601.201.200.000.000.00-1.301.200.60751.201.201.201.200.601.201.200.001.300.000.501.200.60761.201.201.201.200.601.201.200.00-1.300.000.501.200.60771.201.201.201.200.601.201.200.001.300.00-0.501.200.60781.201.201.201.200.601.201.200.00-1.300.00-0.501.200.60791.201.201.201.200.601.201.200.000.001.300.501.200.60801.201.201.201.200.601.201.200.000.00-1.300.501.200.60811.201.201.201.200.601.201.200.000.001.30-0.501.200.60821.201.201.201.200.601.201.200.000.00-1.30-0.501.200.60831.001.001.001.000.501.001.000.001.300.000.001.000.50841.001.001.001.000.501.001.000.00-1.300.000.001.000.50851.001.001.001.000.501.001.000.000.001.300.001.000.50861.001.001.001.000.501.001.000.000.00-1.300.001.000.50871.001.001.001.000.501.001.000.000.000.001.301.000.50881.001.001.001.000.501.001.000.000.000.00-1.301.000.50891.001.001.001.000.501.001.000.001.300.000.501.000.50901.001.001.001.000.501.001.000.00-1.300.000.501.000.50911.001.001.001.000.501.001.000.001.300.00-0.501.000.50921.001.001.001.000.501.001.000.00-1.300.00-0.501.000.50931.001.001.001.000.501.001.000.000.001.300.501.000.50941.001.001.001.000.501.001.000.000.00-1.300.501.000.50951.001.001.001.000.501.001.000.000.001.30-0.501.000.50961.001.001.001.000.501.001.000.000.00-1.30-0.501.000.50971.200.001.201.200.601.201.200.911.300.000.001.200.60981.200.001.201.200.601.201.200.91-1.300.000.001.200.60991.200.001.201.200.601.201.200.910.001.300.001.200.601001.200.001.201.200.601.201.200.910.00-1.300.001.200.601011.200.001.201.200.601.201.200.910.000.001.301.200.601021.200.001.201.200.601.201.200.910.000.00-1.301.200.601031.200.001.201.200.601.201.200.911.300.000.501.200.601041.200.001.201.200.601.201.200.91-1.300.000.501.200.601051.200.001.201.200.601.201.200.911.300.00-0.501.200.601061.200.001.201.200.601.201.200.91-1.300.00-0.501.200.601071.200.001.201.200.601.201.200.910.001.300.501.200.601081.200.001.201.200.601.201.200.910.00-1.300.501.200.601091.200.001.201.200.601.201.200.910.001.30-0.501.200.601101.200.001.201.200.601.201.200.910.00-1.30-0.501.200.601111.000.001.001.000.501.001.000.911.300.000.001.000.501121.000.001.001.000.501.001.000.91-1.300.000.001.000.501131.000.001.001.000.501.001.000.910.001.300.001.000.501141.000.001.001.000.501.001.000.910.00-1.300.001.000.501151.000.001.001.000.501.001.000.910.000.001.301.000.501161.000.001.001.000.501.001.000.910.000.00-1.301.000.501171.000.001.001.000.501.001.000.911.300.000.501.000.501181.000.001.001.000.501.001.000.91-1.300.000.501.000.501191.000.001.001.000.501.001.000.911.300.00-0.501.000.501201.000.001.001.000.501.001.000.91-1.300.00-0.501.000.501211.000.001.001.000.501.001.000.910.001.300.501.000.501221.000.001.001.000.501.001.000.910.00-1.300.501.000.501231.000.001.001.000.501.001.000.910.001.30-0.501.000.501241.000.001.001.000.501.001.000.910.00-1.30-0.501.000.501251.200.001.201.200.601.201.200.001.300.000.001.200.601261.200.001.201.200.601.201.200.00-1.300.000.001.200.601271.200.001.201.200.601.201.200.000.001.300.001.200.601281.200.001.201.200.601.201.200.000.00-1.300.001.200.601291.200.001.201.200.601.201.200.000.000.001.301.200.601301.200.001.201.200.601.201.200.000.000.00-1.301.200.601311.200.001.201.200.601.201.200.001.300.000.501.200.601321.200.001.201.200.601.201.200.00-1.300.000.501.200.601331.200.001.201.200.601.201.200.001.300.00-0.501.200.601341.200.001.201.200.601.201.200.00-1.300.00-0.501.200.601351.200.001.201.200.601.201.200.000.001.300.501.200.601361.200.001.201.200.601.201.200.000.00-1.300.501.200.601371.200.001.201.200.601.201.200.000.001.30-0.501.200.601381.200.001.201.200.601.201.200.000.00-1.30-0.501.200.601391.000.001.001.000.501.001.000.001.300.000.001.000.501401.000.001.001.000.501.001.000.00-1.300.000.001.000.501411.000.001.001.000.501.001.000.000.001.300.001.000.501421.000.001.001.000.501.001.000.000.00-1.300.001.000.501431.000.001.001.000.501.001.000.000.000.001.301.000.501441.000.001.001.000.501.001.000.000.000.00-1.301.000.501451.000.001.001.000.501.001.000.001.300.000.501.000.501461.000.001.001.000.501.001.000.00-1.300.000.501.000.501471.000.001.001.000.501.001.000.001.300.00-0.501.000.501481.000.001.001.000.501.001.000.00-1.300.00-0.501.000.501491.000.001.001.000.501.001.000.000.001.300.501.000.501501.000.001.001.000.501.001.000.000.00-1.300.501.000.501511.000.001.001.000.501.001.000.000.001.30-0.501.000.501521.000.001.001.000.501.001.000.000.00-1.30-0.501.000.50 10.标准组合系数组合号永久作用可变作用地震作用附加荷载结构自重池内水压力覆土竖向土压力土侧压力顶板活载地面堆载池外水压力温(湿)度作用x方向y方向z方向附加恒载附加活载11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.001.001.000.000.001.000.000.000.000.001.000.0041.000.001.001.000.001.001.000.000.000.000.001.000.0051.000.001.001.001.000.001.000.000.000.000.001.001.0061.000.001.001.000.900.901.000.000.000.000.001.000.90 11.准永久值组合系数组合号永久作用可变作用地震作用附加荷载结构自重池内水压力覆土竖向土压力土侧压力顶板活载地面堆载池外水压力温(湿)度作用x方向y方向z方向附加恒载附加活载11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.001.001.000.000.001.000.000.000.000.001.000.0041.000.001.001.000.000.501.000.000.000.000.001.000.0051.000.001.001.000.000.001.000.000.000.000.001.000.0061.000.001.001.000.000.501.000.000.000.000.001.000.00四、地基承载力及沉降计算 fa=120.0kPa faE=120.0kPa 基底控制压力: pk=(结构自重+覆土重+池内水重+顶板活载)/底板面积 =(14277.09kN+3395.36kN+11464.20kN+676.36kN)/340.16m2 =88kPa<fa=120kPa 满足要求 pk=(结构自重+覆土重+池内水重+0.5×顶板活载)/底板面积 =(14277.09kN+3395.36kN+11464.20kN+0.5×676.36kN)/340.16m2 =87kPa<faE=120kPa 满足要求 pkmax=(结构自重+覆土重+池内水重+0.5×顶板活载)/底板面积+y向水平地震弯矩/y向抗弯截面模量 =(14277.09kN+3395.36kN+11464.20kN+0.5×676.36kN)/340.16m2+2089.35kN.m/1000.50m3 =89kPa<1.2faE=144kPa 满足要求 pkmin=(结构自重+覆土重+池内水重+0.5×顶板活载)/底板面积-y向水平地震弯矩/y向抗弯截面模量 =(14277.09kN+3395.36kN+11464.20kN+0.5×676.36kN)/340.16m2-2089.35kN.m/1000.50m3 =85kPa>0 满足要求 水池沉降值:29.7mm五、抗浮验算 Ksb=Gik/(qfw,kAF)=17672.45/12004.11=1.472>1.05,满足要求注：局部抗浮验算仅考虑了柱的附加恒载。六、各板内力及配筋计算 注：敞口时没顶板，顶板和底板的跨中X和Y均指整体坐标系下的方向；对于中间壁板不分内侧和外侧，取两侧结果最大值作为最终配筋方案，按两侧对称配置，此时池外侧表格用横杠表示。 单位：M(kN·m)，N(kN),计算面积(mm2/m),实配面积(mm2/m)位置水池内侧水池外侧内力基本组合计算面积选配钢筋实配面积内力基本组合计算面积选配钢筋实配面积MN组合MN组合顶板8-16-17-9-88-16边1.8176.58140012@2504521.8177.08140012@25045216-17边0.258.78140012@2504520.258.78140012@25045217-9边-0.8106.78140012@250452-0.8106.78140012@2504529-8边0.921.58140012@250452-0.313.23340012@250452跨中x方向0.478.48140012@2504520.478.48140012@250452跨中y方向1.212.0640012@2504521.511.08240012@250452顶板9-17-18-10-99-17边0.1122.08140012@250452-2.689.57840012@25045217-18边0.924.4640012@250452-3.1-17.38140012@25045218-10边0.291.9540012@250452-0.7104.17740012@25045210-9边1.511.6540012@250452-0.415.08140012@250452跨中x方向0.5102.57740012@2504520.5102.57740012@250452跨中y方向1.813.18240012@2504521.813.18240012@250452顶板10-18-19-11-1010-18边0.2101.47740012@250452-1.090.27740012@25045218-19边1.023.9640012@250452-3.2-13.98140012@25045219-11边0.483.87740012@250452-1.379.07740012@25045211-10边1.95.6540012@250452-0.513.48140012@250452跨中x方向0.488.37740012@2504520.488.37740012@250452跨中y方向1.911.78240012@2504521.911.78240012@250452顶板11-19-20-12-1111-19边0.528.8540012@250452-1.260.97740012@25045219-20边0.866.7540012@2504520.866.7540012@25045220-12边1.851.6540012@250452-2.2-31.0540012@25045212-11边0.924.28140012@250452-0.640.2540012@250452跨中x方向0.533.57740012@2504520.533.57740012@250452跨中y方向1.612.98240012@2504520.816.1540012@250452顶板14-23-24-16-1414-23边1.5-9.6540012@250452-12.0-11.33940012@25045223-24边-4.1217.88140012@250452-4.1217.88140012@25045224-16边1.218.6540012@250452-14.9-72.77440012@25045216-14边-2.455.9540012@250452-6.853.0540012@250452跨中x方向5.18.63340012@2504521.543.2540012@250452跨中y方向3.115.33340012@250452-0.814.82540012@250452顶板24-29-30-25-2424-29边0.7160.08140012@250452-5.694.88140012@25045229-30边4.513.5540012@250452-4.868.48240012@25045230-25边0.2129.5540012@2504520.2129.5540012@25045225-24边1.2103.2540012@2504521.2103.2540012@250452跨中x方向0.3104.58140012@2504520.3104.58140012@250452跨中y方向0.739.1540012@2504520.739.1540012@250452顶板25-30-31-26-2525-30边0.7155.58140012@2504520.7155.58140012@25045230-31边6.025.7640012@250452-2.493.4540012@25045231-26边0.4145.78140012@2504520.4145.78140012@25045226-25边1.4181.3540012@2504521.4181.3540012@250452跨中x方向0.4103.08140012@2504520.4103.08140012@250452跨中y方向1.358.1540012@2504521.358.1540012@250452顶板26-31-32-27-2626-31边0.3143.18140012@2504520.3143.18140012@25045231-32边6.631.0640012@250452-1.982.9540012@25045232-27边0.5122.2540012@2504520.5122.2540012@25045227-26边1.0181.6540012@2504521.0181.6540012@250452跨中x方向0.490.48140012@2504520.490.48140012@250452跨中y方向1.357.0540012@2504521.357.0540012@250452顶板27-32-33-28-2727-32边0.3127.48140012@250452-1.689.5540012@25045232-33边0.350.6640012@250452-5.1118.67740012@25045233-28边1.050.78140012@250452-0.655.08140012@25045228-27边0.2123.38140012@2504520.2123.38140012@250452跨中x方向0.256.08140012@2504520.256.08140012@250452跨中y方向-0.162.58140012@250452-0.162.58140012@250452顶板23-34-35-33-29-24-2323-34边0.4-1.4640012@250452-4.4-2.43440012@25045234-35边9.924.2640012@250452-9.43.38240012@25045235-33边1.849.97740012@250452-4.5-42.7640012@25045233-29边7.312.9540012@250452-6.377.17440012@25045229-24边3.571.5540012@250452-9.3102.68140012@25045224-23边0.170.48240012@250452-4.65.63340012@250452跨中x方向0.358.07740012@2504520.358.07740012@250452跨中y方向5.839.7540012@250452-1.117.18140012@250452顶板34-36-37-35-3434-36边2.971.0540012@250452-0.887.8540012@25045236-37边11.924.5540012@250452-13.0-19.78240012@25045237-35边3.682.7540012@250452-0.881.5740012@25045235-34边-13.918.4540012@250452-13.918.4540012@200565跨中x方向-0.4136.2540012@250452-0.4136.2540012@250452跨中y方向7.828.8540012@250452-2.232.8540012@250452底板3-8-12-7-33-8边6.0145.56100016@20010056.0145.56100016@20010058-12边-32.354.05100016@20010050.00.0152100016@200100512-7边-6.090.95100016@2001005-5.591.25100016@20010057-3边-3.627.06100016@20010052.722.25100016@2001005跨中x方向-1.7115.75100016@2001005-1.7115.75100016@2001005跨中y方向-12.444.65100016@20010052.43.482100016@2001005底板2-15-16-3-22-15边-12.964.16100016@200100517.0-53.782100016@200100515-16边-3.175.06100016@20010057.889.16100016@200100516-3边12.0278.96100016@200100512.0278.96100016@20010053-2边-12.059.46100016@200100524.3-55.782100016@2001005跨中x方向-12.7141.06100016@20010051.980.46100016@2001005跨中y方向-18.656.45100016@20010052.045.46100016@2001005底板1-14-15-2-11-14边8.060.1680016@25080419.68.0580016@25080414-15边-2.256.78280016@25080430.5124.9580014@18085515-2边8.9100.9580016@2508048.9100.9580016@2508042-1边-0.753.18180016@25080414.914.9580016@250804跨中x方向-24.1-31.6580016@2508041.221.08280016@250804跨中y方向-21.29.9580016@2508041.215.48280016@250804底板8-16-17-9-88-16边8.7290.46100016@20010058.7290.46100016@200100516-17边-5.270.96100016@20010055.792.46100016@200100517-9边8.7302.16100016@20010058.7302.16100016@20010059-8边-23.9109.76100016@200100517.4-95.881100016@2001005跨中x方向-2.8293.16100016@2001005-2.8293.16100016@2001005跨中y方向-17.8105.25100016@2001005-15.9106.76100016@2001005底板9-17-18-10-99-17边8.2305.96100016@20010058.2305.96100016@200100517-18边-6.072.76100016@200100525.316.15100016@200100518-10边7.7282.36100016@20010057.7282.36100016@200100510-9边-24.5116.36100016@200100521.6-78.231100016@2001005跨中x方向-3.7303.76100016@2001005-3.7303.76100016@2001005跨中y方向-22.781.05100016@2001005-15.3107.96100016@2001005底板10-18-19-11-1010-18边9.9276.56100016@20010059.9276.56100016@200100518-19边-4.972.06100016@200100527.212.65100016@200100519-11边5.9154.46100016@20010059.0151.86100016@200100511-10边-24.399.96100016@200100522.4-83.681100016@2001005跨中x方向-4.6224.26100016@2001005-4.6224.26100016@2001005跨中y方向-23.775.25100016@2001005-14.896.76100016@2001005底板11-19-20-12-1111-19边-0.3119.56100016@20010057.9129.26100016@200100519-20边-1.869.96100016@200100543.511.65100016@200100520-12边-9.044.86100016@200100512.7-26.45100016@200100512-11边-27.497.36100016@200100524.2-75.931100016@2001005跨中x方向-8.883.86100016@2001005-8.883.86100016@2001005跨中y方向-20.289.15100016@2001005-12.090.56100016@2001005底板13-21-22-14-1313-21边-2.419.1660014@2506166.6-23.97760014@25061621-22边-8.3-47.47760014@25061612.898.1560014@25061622-14边-12.9-108.78260014@25061616.392.1660014@25061614-13边-0.476.6560014@2506163.675.7560014@250616跨中x方向-9.129.4560014@250616-9.80.7560014@250616跨中y方向-7.75.7560014@250616-7.75.7560014@250616底板14-23-24-16-1414-23边-8.8133.65100016@200100576.1-107.978100016@200100523-24边-25.1-289.077100016@2001005105.864.85100012@100113124-16边-5.791.06100016@2001005108.3-11.05100012@100113116-14边80.6-110.978100016@200100580.6-110.978100014@1501026跨中x方向-59.2-14.25100016@20010050.00.0152100016@2001005跨中y方向-17.1118.46100016@2001005-12.1122.96100016@2001005底板16-24-25-17-1616-24边-11.8192.96100016@200100540.5-117.581100016@200100524-25边9.1452.76100016@20010059.1452.76100016@200100525-17边-34.8109.96100016@200100578.7-104.678100014@150102617-16边-11.177.16100016@200100537.4-13.06100016@2001005跨中x方向-6.1164.16100016@20010053.6172.06100016@2001005跨中y方向-4.6121.85100016@20010052.3141.66100016@2001005底板17-25-26-18-1717-25边-29.0130.46100016@200100575.7-129.177100016@200100525-26边-21.097.36100016@200100528.8-100.981100016@200100526-18边-30.3141.96100016@200100574.7-147.681100016@200100518-17边-14.7104.56100016@200100536.3-94.482100016@2001005跨中x方向-3.1207.85100016@20010056.5168.36100016@2001005跨中y方向-3.1112.56100016@20010057.5125.26100016@2001005底板18-26-27-19-1818-26边-30.4127.96100016@200100574.0-131.677100016@200100526-27边-19.583.76100016@200100528.9-90.681100016@200100527-19边-12.9114.46100016@200100598.4-36.95100012@100113119-18边-10.079.26100016@200100533.5-72.777100016@2001005跨中x方向-2.9149.25100016@20010052.3153.56100016@2001005跨中y方向-3.982.96100016@20010054.688.46100016@2001005底板19-27-28-20-1919-27边-6.7100.06100016@2001005119.3-16.45100014@125123227-28边-6.957.76100016@200100543.3-101.177100016@200100528-20边-54.3153.86100014@150102683.0-111.678100016@200100520-19边67.8-25.35100016@200100567.8-25.35100016@2001005跨中x方向-53.7107.95100016@20010050.00.0152100016@2001005跨中y方向-35.2-50.45100016@2001005-12.484.26100016@2001005底板24-29-30-25-2424-29边1.5129.37860014@2506161.5129.37860014@25061629-30边-42.0-119.2560012@18062814.182.58160014@25061630-25边-3.492.68160014@25061615.5-51.8560014@25061625-24边-10.2-174.7660014@2506165.798.28260014@250616跨中x方向-4.6-2.4660014@2506162.551.28160014@250616跨中y方向-12.6-93.9660014@2506168.965.68160014@250616底板25-30-31-26-2525-30边-14.6-84.4660014@2506165.8102.78160014@25061630-31边-61.5-147.3568814@18085526.357.28160012@18062831-26边-4.192.28160014@25061618.6-46.7560014@25061626-25边-13.8-135.68160014@2506169.4200.48260014@250616跨中x方向-6.90.4660014@2506163.977.58160014@250616跨中y方向-21.8-113.8660014@25061613.049.48160014@250616底板26-31-32-27-2626-31边-1.2101.2560014@25061618.3-22.9560014@25061631-32边-62.2-142.7569614@18085526.653.28160012@18062832-27边-0.9124.3660014@2506164.1110.57760014@25061627-26边-17.9-247.68160014@25061612.4231.78260014@250616跨中x方向-7.10.9660014@2506164.169.58160014@250616跨中y方向-22.3-102.2660014@25061613.249.88160014@250616底板27-32-33-28-2727-32边-3.5119.3560014@25061620.9-0.3560014@25061632-33边-42.2-95.1560012@18062815.276.58260014@25061633-28边-5.4151.5660014@25061618.3203.4560014@25061628-27边29.2485.0660040@1001256629.2485.06105116@1801117跨中x方向-1.334.8560014@2506163.363.6560014@250616跨中y方向-12.8-100.0660014@2506166.454.3560014@250616底板23-34-35-33-29-24-2323-34边-14.182.56100016@200100547.4-110.977100016@200100534-35边-49.1201.46100016@180111749.0-139.881100016@200100535-33边22.9-60.678100016@200100522.9-60.678100016@200100533-29边-98.0157.86100014@125123269.1-106.882100016@200100529-24边37.6712.26100016@200100537.6712.26123818@200127224-23边-13.8667.66101718@2501018-13.8667.66100016@2001005跨中x方向-11.0189.56100016@2001005-11.0189.56100016@2001005跨中y方向-67.6172.35100012@10011319.8-132.381100016@2001005底板34-36-37-35-3434-36边-2.826.86100016@200100531.3-59.65100016@200100536-37边-41.373.16100016@200100590.6-100.881100016@200100537-35边35.8-78.55100016@200100535.8-78.55100016@200100535-34边-20.896.86100016@200100596.920.65100012@1001131跨中x方向-13.1130.95100016@2001005-10.6136.16100016@2001005跨中y方向-73.866.96100014@150102615.0-119.832100016@2001005壁板2-12边-4.478.5560014@2506164.020.3560014@2506161边-11.730.8560014@250616-11.730.8560014@250616下边-1.712.47760014@2506169.5-87.0560014@250616上边-1.2-1.6560014@250616-0.37.87860014@250616跨中水平-2.314.2560014@2506162.734.9660014@250616跨中竖直-0.9-23.4560014@2506163.4-31.9560014@250616壁板3-23边-20.059.4560014@2506169.3-25.48260014@2506162边-16.590.2560014@25061611.6-25.38160014@250616下边-8.388.9560014@25061616.8-56.69160014@250616上边-0.