混凝土侧压力计算

1、计算说明书1.砼侧压力计算及分布砼表观密度 c24KN / m3砼浇筑温度 t10 C砼浇筑速度 v0.6m/h外加剂修正系数11塌落度修正系数21新浇混凝土荷载分项系数为1.2132.7189 KN / m2F0.22t0 1V 2c2Fc H71KN / m2取 32.7189KN/m 2PmF1.239.284KN / m2hPm1.636m3h 4.908mc最大侧压力为39.2841.5KN/m=58.896KN/m工作平台荷载： （以允许荷载计算）上下工作平台允许荷载主工作平台允许荷载759.81.5N/m1.1025KN / m150 1.59.8N/m2.205KN/m计算模型

2、及荷载分布图2.计算模型见上图3.计算程序见求解器3 ( 3 )2( 12 ) ( 13 )876( 4 )5( 6 )12( 10 )( 5 )( 416 )( 17(168) )( 2 )( 14( )15 )1 15 14( 11 )( 7 )9 ( 1 ) 13( 8 )( 9 )1110位移图位移计算杆端位移值 (乘子 = .01)（单位： cm）-杆端 1杆端 2-单元码 u -水平位移 v -竖直位移-转角u -水平位移v - 竖直位移-转角-10.00679671-0.28711157-0.079566510.00000000-0.31893817-0.079566512-0.

3、03649118-0.41952833-0.01918889-0.00949022-0.218829270.479479413-0.03649118-0.40944124-0.01740805-0.03649118-0.41952833-0.019188894-0.63596077-0.09873477-0.10055070-0.74541604-0.09865762-0.168835655-0.84293385-0.10715536-0.00938523-0.25336537-0.123434730.784414726-0.74541604-0.09865762-0.16883565-0.8

4、4293385-0.10715536-0.009385237-0.00949022-0.218829270.479479410.00679671-0.28711157-0.0795665180.00679671-0.28711157-0.07956651-0.06686375-0.28738421-0.009502979-0.06686375-0.28738421-0.00950297-0.06686375-0.293337050.0130890610-0.03649118-0.419528330.26211266-0.74541604-0.098657620.2621126611-0.036

5、49118-0.41952833-0.019188890.00679671-0.28711157-0.0795665112-0.62385993-0.03272964-0.07687103-0.62385993-0.09874488-0.0994630613-0.62385993-0.09874488-0.09946306-0.63596077-0.09873477-0.1005507014-0.00949022-0.218829270.47947941-0.00545688-0.128739650.5567982015-0.00545688-0.128739650.556798200.000

6、000000.000000000.5612073116-0.25336537-0.123434730.78441472-0.11655866-0.125487560.8008743917-0.00949022-0.218829270.54906891-0.11655866-0.125487560.5490689118-0.00545688-0.128739650.56975274-0.11655866-0.125487560.56975274-( 12 )-352.80(-352.8013)-352.80( 4 )-9049.73( 6 )22446.2328085.80( 10 )( 5 )

7、7511.937511.93( 16 )00.-00.24-1699351.95.71( (1718) )1347(.376)( 2 )1427.0.34021427.02(14(15)-5883.150.0026546.3732429.52( 11 )( 7 )2055-1702(.72).92352(.80)( 9 ) 352.80218813.89939459490919.5520282378弯矩图( 120.)(00-882.0013)0.00( 4 )-23385.7760746.36( 6 )25497.18( 10 )( 5 )21091.02-43673.99-43673.99

8、17895.98218813.899394594( 16 )0.00( 3 )( 2 )-2(.25(1718) )( 14(15)-1245.82.00-6204.42-1077(11.29)( 7 )3262.9990919.5520282378( 1 )( 8 )-182367.65( 9 ) -882.00剪力图内力计算杆端内力值 (乘子 = 1)（单位： N（N*m)-杆端 1杆端 2-单元码轴力剪力弯矩轴力剪力弯矩-1-90919.55200.000000000.00000000-90919.55200.000000000.000000002171788.68521091.0208

9、-1699.70789171788.68517895.975826546.371230.000000000.000000000.000000000.00000000-1245.82500-351.9455624-882.000000 -0.00000002 -352.800000-882.000000-23385.7701-9049.725195126069.68825497.175922446.2317126069.688-43673.99207511.926636126069.68860746.3557-9049.72519126069.68825497.175922446.2317715

10、0170.5343262.99283-58835343262.992832055.715268882.0000000.00000000352.800000882.0000000.00000000352.80000090.00000000-882.000000352.8000000.000000000.000000000.0000000010-152298.8690.000000000.00000000-152298.8690.000000000.0000000011-173117.238-1077.292831347.76233-173117.238-1077.292

11、83-1702.91526120.000000000.000000000.000000000.00000000-882.000000-352.80000013-882.000000 -0.00000003 -352.800000-882.000000-0.00000003-352.80000014218725.919-182367.65032429.5175218725.919-182367.6501427.0169915218725.919-6204.421721427.01699218725.919-6204.421720.0000000016126069.688-43673.992075

12、11.92663126069.688-43673.99200.0000000017-66458.7968-2.250000000.34375000-66458.7968-2.25000000-0.3750000018176163.2280.000000000.00000000176163.2280.000000000.00000000-反力计算约束反力值(乘子= 1)（单位：N（N*m)-结点约束反力合力支 座-结 点水平竖直力矩大小角度力矩-13-90919.55200.000000000.0000000090919.5520180.0000000.0000000014218725.9196204.421720.00000000218813.8991.624827460.00000000-4. 模板变形校核面板的最大变形量为 -0.00842934 m，则0.008429343.12.719 10 3 略大于 12.5 10 3基本满足要求L40