




已阅读5页,还剩12页未读, 继续免费阅读
版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
123省道双牌石至狸桥段固城大桥施工图设计 咨询报告七、计算书(一)成桥阶段钢管拱桥各部件累计应力值表-1 成桥阶段各部件累计应力 单位:MPa结构位置单元号节点号上缘应力下缘应力系杆单元110.00000.000012-0.09600.0850拱脚225.51505.7780236.92504.5630336.99704.5570345.37808.9440445.40108.8750456.28908.0850556.20308.1660566.94907.5160666.93707.5230676.60507.9520776.61307.9390787.10107.5480887.09707.5460896.61608.1200996.62608.10909106.79107.845010106.80707.8340L/410116.03408.5080L/411116.03508.513011126.72507.723012126.71107.743012136.46507.889013136.46507.895013146.63307.628014146.64707.619014155.87908.288015155.87708.295015166.61707.456016166.59907.479016176.40307.575017176.38607.598017187.13606.747018187.11906.770018196.93406.855019196.92706.8680跨中19207.34506.3500跨中20207.34506.350020216.92806.867021216.93506.854021227.12006.769022227.13806.746022236.38807.596023236.40507.573023246.60207.476024246.61907.453024255.88008.292025255.88208.285025266.65007.616026266.63607.624026276.46907.891027276.46907.885027286.71507.739028286.72907.719028296.04008.50803L/429296.03808.50403L/429306.81207.829030306.79607.840030316.63208.103031316.62108.114031327.10307.540032327.10607.542032336.61907.932033336.61107.946033346.94307.517034346.95507.510034356.20908.160035356.29508.079035365.40708.869036365.38408.938036377.00204.553037376.92904.5590拱脚37385.51905.77503838-0.09600.085038390.00000.0000拱肋的钢管单元拱脚3929.340011.441039408.64805.4890404032.898059.7360404135.268057.1520414139.007052.7250414232.079059.3950424231.000060.1430424344.010046.8950434342.407045.6120434435.372052.4240444432.456054.1800444548.079038.3550454544.064038.9860454639.117043.7460464634.865046.2510464750.858030.0900L/4474749.444028.5080L/4474834.195043.6050484836.703041.2500484941.243036.5760494941.259034.8980495032.310043.7310505028.953045.6380505142.368032.1250515142.565030.4000515226.158046.7280525229.473043.9920525334.377039.0270535338.555035.2430535420.445053.3090545424.608050.1680545529.825044.9240555532.234042.8610555619.742055.3440跨中565619.736055.3490跨中565732.244042.8500575729.821044.9220575824.621050.1490585820.444053.3010585938.571035.2180595934.379039.0110596029.492043.9590606026.048046.8290606142.865030.0920616142.661031.7920616228.869045.6810626232.319043.6950626341.286034.8450636341.255036.5330636436.735041.1870646434.211043.5530646549.479028.43603L/4656550.877030.03103L/4656634.905046.1700666639.141043.6760666744.107038.8970676748.105038.2790676832.505054.0800686835.403052.3380686942.460045.5040696944.043046.8000697031.061060.0210707032.118059.2890707139.072052.5920717135.313057.0330717232.967059.593072728.66605.4710拱脚72389.335011.4460下管内混凝土单元拱脚73216.58905.692073400.34300.733074404.76606.100074414.75006.050075415.00505.873075424.43206.369076424.34606.349076435.01605.606077434.72805.307077444.21205.755078443.94305.741078454.79204.830079454.26904.548079463.87504.886080463.46004.880080474.38903.9000L/481474.16003.6290L/481483.25904.485082483.60604.512082493.97104.107083493.94803.961083503.43504.438084503.11904.425084513.98903.525085513.97603.359085522.94804.364086523.37604.380086533.74803.989087534.22103.913087543.10005.021088543.60405.028088553.97204.652089554.25204.634089563.46905.4140跨中90563.46805.4140跨中90574.25204.633091573.97104.651091583.60405.026092583.09805.018092594.22003.910093593.74603.985093603.37504.375094602.91404.369094613.99403.313095614.01103.479095623.08904.431096623.43204.432096633.94503.953097633.96704.099097643.60304.503098643.25404.476098654.15703.61903L/499654.38303.89003L/499663.45604.8680100663.86904.8740100674.26404.5350101674.78604.8160101683.93805.7270102684.20405.7410102694.72205.2900103695.00805.5900103704.33906.3310104704.42306.3510104714.99805.8530105714.74106.0300105724.75806.0780106720.34300.7320拱脚1063816.58805.6920腹腔内混凝土单元拱脚10720.53001.4860107400.40001.4750108403.61004.7440108413.61104.6780109413.70804.6470109423.34604.9300110423.36905.0300110433.80604.5200111433.65404.3900111443.33304.6430112443.22804.7300112453.78604.1100113453.49904.0200113463.27104.1910114463.06804.2660114473.65703.6250L/4115473.51203.4730L/4115482.96603.9740116483.12903.9560116493.36703.6770117493.31903.5730117503.02003.8370118502.84403.8790118513.40903.2850119513.36303.1710119522.73603.7740120522.93603.7380120533.18203.4730121533.39203.3720121542.71504.0360122542.95403.9880122553.19003.7450123553.31403.6940123562.83504.1700跨中124562.83404.1700跨中124573.31403.6930125573.18903.7440125582.95403.9870126582.71504.0350126593.39203.3710127593.18203.4720127602.93603.7360128602.73003.7760128613.37203.1600129613.41603.2700129622.83803.8780130623.01903.8340130633.31903.5700131633.36603.6730131643.12903.9510132642.96403.9700132653.51203.46803L/4133653.65603.62003L/4133663.06704.2600134663.26904.1850134673.49804.0130135673.78404.1040135683.22704.7230136683.33104.6360136693.65304.3830137693.80404.5130137703.36805.0210138703.34404.9220138713.70604.6380139713.60804.6690139723.60904.7340140720.40101.4750拱脚140380.53001.4860上管内混凝土单元拱脚14127.54107.2540141406.65507.67801424015.387021.34301424114.797021.71801434115.801019.40501434211.739023.20801444211.737023.31201444315.581019.22601454315.394018.82501454412.137021.85801464411.598022.85201464516.837017.40701474515.974018.21701474613.821020909021.81501484718.606015.9470L/41494718.433015.5250L/41494813.177020.63001504813.869019.49601504916.300016.93001514916.330016.47801515013.664019.02701525012.858020.42401525118.500014.68401535118.556014598020.01701545213.455018.57001545315.868016.09501555316.962014.02901555410.329020.61701565411.368018.85501565513.771016.42601575514.358015.3600157569.712019.9960跨中158569.710019.9990跨中1585714.363015.35601595713.772016.42801595811.376018.85101605810.334020.61801605916.974014.02301615915.876016.09501616013.470018.56401626012.581020.06401626118.648014.07801636118.596014.62101636212.858020.45801646213.682019.02501646316.355016.46801656316.321016.92701656413.898019.48501666413.203020.62501666518.466015.51303L/41676518.635015.94203L/41676612.947021.80101686613.854020015018.20301696716.874017.40001696811.644022.83601706812.178021.85001706915.443018.80801716915.626019.21801717011.793023.29201727011.789023.19801727115.862019.38401737114.853021.70501737215.452021.3210174726.66507.6690拱脚174387.52207.2740吊杆单元1915-273.2490-273.249019141-273.5850-273.58501927-394.3960-394.396019243-394.9810-394.98101939-393.4560-393.456019345-394.2540-394.2540L/419411-499.7800-499.7800L/419447-500.7550-500.755019513-346.6060-346.606019549-347.7230-347.723019615-506.6500-506.650019651-507.8740-507.874019717-424.7730-424.773019753-426.0670-426.067019819-374.6640-374.6640L/219855-375.9930-375.9930L/219921-374.6620-374.662019957-375.9910-375.991020023-424.7720-424.772020059-426.0660-426.066020125-506.6350-506.635020161-507.8590-507.859020227-346.5920-346.592020263-347.7090-347.70903L/420329-499.7750-499.77503L/420365-500.7500-500.750020431-393.4350-393.435020467-394.2320-394.232020533-394.3640-394.364020569-394.9490-394.949020635-273.2060-273.206020671-273.5430-273.5430(二)成桥阶段典型断面系杆及拱肋内力表-3 系杆和拱肋的恒载内力位置轴 力剪 力弯 矩系杆拱脚端11823.5770770.3890-127.2630L/812081.8430281.7560-301.0850L/412073.2390355.9520-525.57003L/811761.9040357.1780-472.4620L/211371.86800.1330729.7180钢管拱肋拱脚6788.627022.5230-356.1120L/86510.7040-69.9360-17.2530L/45960.1700-143.4310406.28203L/85806.8250135.1250282.7590L/25854.6380-135.5600-401.5720下管混凝土拱肋拱脚1090.15109.9180-3.4810L/81083.78804.61305.7980L/4790.2030-2.108022.48003L/8703.9440-4.657025.9890L/2917.467028.6020-25.4870腹腔混凝土拱肋拱脚-660.9770-8.9120-3.0300L/8336.89604.04800.8030L/4279.71203.11003.25303L/8253.08102.73003.9350L/2273.0140-7.8330-4.0390上管混凝土拱肋拱脚7073.462018.86806.7850L/86399.0440-12.542045.8980L/46259.5120-45.4320127.35203L/85989.6940-58.8900149.8430L/25399.2730-131.6980-145.0200(三)汽车活载作用下典型断面系杆及拱肋内力系杆:拱脚端截面 轴力 剪力 弯矩 (kN) (kN) (kN.m) 轴力 最大 0.000 0.000 0.000 最小 -1193.207 91.722 -1168.154 剪力 最大 -222.461 754.056 -588.558 最小 -987.876 -113.580 -636.344 弯矩 最大 0.000 0.000 0.000 最小 -875.158 453.210 -1951.175系杆:L/8截面 轴力 剪力 弯矩 (kN) (kN) (kN.m) 轴力 最大 0.000 0.000 0.000 最小 -1193.210 44.470 -516.420 剪力 最大 -499.801 512.131 2739.607 最小 -669.290 -215.834 2032.929 弯矩 最大 -370.637 418.878 2670.821 最小 -940.666 -42.586 -1354.458系杆:L/4截面 轴力 剪力 弯矩 (kN) (kN) (kN.m) 轴力 最大 0.000 0.000 0.000 最小 -1193.210 68.208 -392.216 剪力 最大 -934.498 434.650 2540.467 最小 -567.315 -292.116 3058.331 弯矩 最大 -582.488 311.789 3203.354 最小 -867.450 20.859 -1633.383系杆:3L/8截面 轴力 剪力 弯矩 (kN) (kN) (kN.m) 轴力 最大 0.000 0.000 0.000 最小 -1193.210 140.880 72.045 剪力 最大 -1024.496 437.793 2104.821 最小 -706.362 -324.729 2902.470 弯矩 最大 -773.044 273.909 2786.010 最小 -749.939 69.379 -1348.995系杆:L/2截面 轴力 剪力 弯矩 (kN) (kN) (kN.m) 轴力 最大 0.000 0.000 0.000 最小 -1193.210 -246.071 2059.497 剪力 最大 -918.610 387.011 2333.469 最小 -918.622 -387.005 2333.494 弯矩 最大 -790.582 246.050 2415.277 最小 -691.741 41.413 -671.772钢管拱肋:拱脚端截面 轴力 剪力 弯矩 (kN) (kN) (kN.m) 轴力 最大 266.709 -55.807 -66.595 最小 -226.221 18.039 240.679 剪力 最大 -126.808 51.415 148.030 最小 255.637 -68.123 -51.067 弯矩 最大 -223.414 20.245 242.150 最小 263.903 -58.013 -68.065钢管拱肋:L/8截面 轴力 剪力 弯矩 (kN) (kN) (kN.m) 轴力 最大 376.599 -33.290 -206.790 最小 -276.543 4.157 316.787 剪力 最大 -96.985 42.041 132.399 最小 336.998 -46.235 -158.951 弯矩 最大 -270.636 -3.193 319.231 最小 375.571 -34.565 -207.547钢管拱肋:L/4截面 轴力 剪力 弯矩 (kN) (kN) (kN.m) 轴力 最大 403.049 6.372 -301.632 最小 -284.654 -29.482 381.930 剪力 最大 109.171 40.073 -45.908 最小 -155.546 -55.450 287.578 弯矩 最大 -283.639 -35.800 387.456 最小 402.507 5.364 -302.159钢管拱肋:3L/8截面 轴力 剪力 弯矩 (kN) (kN) (kN.m) 轴力 最大 306.840 39.133 -270.836 最小 -176.854 -61.455 334.429 剪力 最大 251.103 60.136 -210.515 最小 -158.513 -86.002 334.858 弯矩 最大 -172.334 -67.573
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 出租底商合同范例
- 个人与公司签合同范例
- 便携式果茶包装设计行业跨境出海项目商业计划书
- 青少年法律意识提升策略研究
- 2025年重症监护临床信息系统项目发展计划
- 节日庆典家庭聚会布置技巧欢乐祥和的节日氛围
- 餐厅装修的餐饮文化体现
- 运动捕捉中的嵌入式视觉处理技术应用
- 营养厨房家庭烹饪的营养策略
- 营养餐制作技巧学校午餐的优化与实施
- 卵巢非良性肿瘤生育力保护及保存中国专家共识(2024年版)解读2
- NB/T 11454-2023冻结法凿井风险管理规范
- 中国医院质量安全管理第 2-5 部分:患者服务 预约服务
- 危险性较大的分部分项工程清单(表格版)
- DL-T-5743-2016水电水利工程土木合成材料施工规范
- JGJ100-2015车库建筑设计规范
- 传送带模型中的相对运动与能量-2024年高考物理二轮热点模型 含答案
- 污水处理设备维护保养记录
- 中国血脂管理指南(基层版2024年)
- 阿替普酶的药理作用及应用
- 2024年学生团干部技能大赛考试题库350题(含答案)
评论
0/150
提交评论