独塔斜拉桥施工控制计算报告 16页

河北大街斜拉桥施工控制计算报告1.工程概况本桥为XX城区快速路工程河北大街立交工程跨子牙河的独塔斜拉桥。子牙河等级为六级航道，通航水位为1.5m（大沽水平），通航净高4.5m，净宽不小于30m，防汛堤顶净空≥1.5m。本桥主桥结构形式为独塔斜拉桥，塔梁固结。跨径布置为145m+48m+42m，主墩基础布置于子牙河北侧，主跨145米跨越子牙河主河槽。主塔在主梁结构以上部分高78m，倾角75°，主塔采用拱形塔，主梁从塔中穿过。主梁采用钢主梁与预应力混凝土梁混合梁型式。主跨采用钢主梁，边跨采用预应力混凝土主梁，结合位置位于主跨侧距主墩12.5m处。斜拉索采用多股平行钢丝成品索，中跨索距6米，边跨索距3.8米。2.技术标准和设计参数2.1技术标准2.1.1桥面宽度：全宽36.8m。，横向布置为0.9m（风嘴）+1.0m（拉索锚固区）+0.5m（防撞护栏）+15.25m（机动车道）+0.5m（防撞护栏）+0.5m（分隔带）+0.5m（防撞护栏）+15.25m（机动车道）+0.5m（防撞护栏）+1.0m（拉索锚固区）+0.9m（风嘴）。2.1.2荷载标准：设计车辆荷载：城-A级；8车道。2.1.3桥面横坡：1.5%（双向）。2.1.4桥面铺装：3cm厚SMA13、3cm厚SMA10。2.2设计规范2.2.1《公路工程技术标准》（JTGB01-2003）2.2.2《城市桥梁设计荷载标准》（CJJ77-98）2.2.3《公路桥涵设计通用规范》（JTGD60-2004）2.2.4《公路工程抗震设计规范》（JTJ004-89）2.2.5《公路钢筋混凝土及预应力砼桥涵设计规范》（JTGD62-2004）2.2.6《钢结构设计规范》（GBJ50017-2003）2.2.7《公路桥涵钢结构及木结构设计规范》（JTJ025-86）2.2.8《公路斜拉桥设计规范》（JTJ027-96）2.2.9《斜拉桥热挤聚乙烯高强钢丝拉索技术条件》（GB18365-2001）2.3主要材料规格（1）混凝土预应力混凝土箱梁：C50墩柱、防撞护栏：C30（2）钢筋及钢材普通钢筋：HRB335，R235预应力钢绞线：采用高强度低松驰预应力钢绞线（GB/T5224-2003），主要技术指标：标准强度1960Mpa，弹性模量1.95x105MPa，屈强比≥90%，低松驰（初始载荷为70%持续1000小时的松驰值≤2.5%）钢材：钢主梁：Q345-qC；分隔带：A3钢；主桥塔柱劲性骨架：A3钢；防撞栏杆：A3钢；船用球扁钢：A36。（3）斜拉索采用Φ7镀锌高强平行钢丝成品索，标准强度为1670Mpa，拉索采用双层PE护套。锚具采用配套冷铸锚，拉索保护罩、螺旋筋、防水罩等均采用配套产品。 结构计算简图主梁单元：1-132，主塔单元：133-159，拉索单元：160-2012.4结构计算简图 2.5结构荷载参数2.5.1横梁自重（1）钢箱梁部分(131个集中荷载)横梁类型A：共24道，单个横梁重169kN。作用节点号：34581114172023262932353841444750535659626568横梁类型B：共42道，单个横梁重139kN。作用节点号：691215182124273033363942454851545760636671013161922252831343740434649525558616467横梁类型C：共64道，单个横梁重3.1kN。作用位置：4-67单元的中心位置。横梁类型D：共1道，单个横梁重195kN。作用节点号：2号节点。（2）砼梁部分（26个集中荷载）横梁类型A－A：共12道，单个横梁重570kN。作用节点号：8991939598101114117120122124126横梁类型B－B：共6道，单个横梁重555kN。作用节点号：104106110112128130横梁类型C－C：共3道，单个横梁重512kN。作用节点号：808386横梁类型E－E：共2道，单个横梁重2775kN。作用节点号：108132横梁类型F－F：共1道，单个横梁重2562kN。作用节点号：77横梁类型G－G：共1道，单个横梁重506kN。作用节点号：74横梁类型H－H：共1道，单个横梁重2231kN。作用节点号：71（2）钢塔部分（横隔梁自重转换为节点荷载）节点号荷载（kN）节点号荷载（kN）节点号荷载（kN13677.2814569.9315458.4713774.3614667.4315544.28 13873.6914764.9315657.4713978.5414848.7315756.8014099.7514977.8915843.4414178.7115045.6115980.0514274.9815160.1416090.5114371.2615245.1116147.3714470.6015359.142.5.2二期恒载桥面铺装、中央分隔带、防撞墙等二期恒载：65kN/m的线荷载2.5.2温度影响体系升温30℃，体系降温30℃；主梁、索塔上、下缘温差5℃。2.5.3支座沉降隔墩不均匀沉降按2cm选取。2.5.4汽车横向分布系数汽车按8列车队计算，横向分布系数m=4.402.6施工拉索索力拉索编号初张力(kN)拉索编号初张力(kN)拉索编号初张力(kN)拉索编号初张力(kN)L14480L123570R12550R123260L23680L133650R22480R133470L32790L143720R32590R143660L42800L153790R42600R153780L52880L163870R52660R163840L63040L173980R62790R173830L73140L184150R72830R183880L83210L194370R82920R193910L93280L204640R92970R203900L103340L214870R103050R213800L113480R1131102.6施工施工阶段划分阶段号施工内容1 支架上完成主塔塔靴及部分混凝土主梁段施工，即安装杆件103-136。张拉并灌浆钢束1-4。固结108、133节点，使其成为支座节点。2支架上施工剩余混凝土主梁段,安装第一节钢箱梁，即安装杆件69-102。张拉钢束5-18，灌浆5-16钢束。主从约束77、135节点，完成塔梁固结。3支架上安装钢箱梁及钢塔，即安装杆件1-68、135-159。4同步张拉L1、R1拉索索力。5同步张拉L2、R2拉索索力，拆除69-83梁单元支架。6同步张拉L3、R3拉索索力，拆除66-68、84-86梁单元支架。7同步张拉L4、R4拉索索力，拆除63-65、87-88梁单元支架。8同步张拉L5、R5拉索索力，拆除60-62、89-90梁单元支架。9同步张拉L6、R6拉索索力，拆除57-59、91-92梁单元支架。10同步张拉L7、R7拉索索力，拆除54-56、93-94梁单元支架。11同步张拉L8、R8拉索索力，拆除51-53、95-97梁单元支架。12同步张拉L9、R9拉索索力，拆除48-50、98-100梁单元支架。13同步张拉L10、R10拉索索力，拆除45-47、101-103梁单元支架。14同步张拉L11、R11拉索索力，拆除42-44、104-105梁单元支架。15同步张拉L12、R12拉索索力，拆除39-41、106-107梁单元支架。16同步张拉L13、R13拉索索力，拆除36-38、108-109梁单元支架。17同步张拉L14、R14拉索索力，拆除33-35、110-111梁单元支架。18同步张拉L15、R15拉索索力，拆除30-32、112-114梁单元支架。19同步张拉L16、R16拉索索力，拆除27-29、115-117梁单元支架。20同步张拉L17、R17拉索索力，拆除24-26、118-119梁单元支架。21同步张拉L18、R18拉索索力，拆除21-23、120-121梁单元支架。22同步张拉L19、R19拉索索力，拆除18-20、122-123梁单元支架。23同步张拉L20、R20拉索索力，拆除15-17、124-125梁单元支架。24同步张拉L21、R21拉索索力。25拆除1-14、126-131梁单元支架，拆除临时预应力钢束17、18。26二次调束27上二期荷载：桥面铺装、中央分隔带、防撞墙等。28完成收缩、徐变（1000天） 3.计算结果截面特征及单元特征信息列表原始信息和毛截面特征单元号节点号节点X坐标节点Y坐标截面高度截面面积截面抗弯惯距截面中性轴高度单元重单元类型单元自重提高系数110.052.462.461.523041.230261.4560.7钢梁1.2720.452.462.461.523041.230261.45220.452.462.461.523041.230261.45173钢梁1.2731.592.472.461.523041.230261.45331.592.472.461.523041.230261.45173钢梁1.2742.732.482.461.523041.230261.45442.732.482.461.523041.230261.45345钢梁1.2755.02.492.461.523041.230261.45555.02.492.461.523041.230261.45304钢梁1.2767.02.52.461.523041.230261.45667.02.52.461.523041.230261.45304钢梁1.2779.02.512.461.523041.230261.45779.02.512.461.523041.230261.45304钢梁1.27811.02.522.461.523041.230261.458811.02.522.461.523041.230261.45304钢梁1.27913.02.532.461.523041.230261.459913.02.532.461.523041.230261.45304钢梁1.271015.02.542.461.523041.230261.45101015.02.542.461.523041.230261.45304钢梁1.271117.02.552.461.523041.230261.45111117.02.552.461.523041.230261.45304钢梁1.271219.02.562.461.523041.230261.45121219.02.562.461.523041.230261.45304钢梁1.271321.02.572.461.523041.230261.45131321.02.572.461.523041.230261.45304钢梁1.271423.02.582.461.523041.230261.45141423.02.582.461.523041.230261.45304钢梁1.271525.02.592.461.523041.230261.45151525.02.592.461.523041.230261.45304钢梁1.271627.02.62.461.523041.230261.45161627.02.62.461.523041.230261.45304钢梁1.271729.02.612.461.523041.230261.45171729.02.612.461.523041.230261.45304钢梁1.271831.02.622.461.523041.230261.45 181831.02.622.461.523041.230261.45304钢梁1.271933.02.632.461.523041.230261.45191933.02.632.461.523041.230261.45304钢梁1.272035.02.642.461.523041.230261.45202035.02.642.461.523041.230261.45304钢梁1.272137.02.652.461.523041.230261.45212137.02.652.461.523041.230261.45304钢梁1.272239.02.652.461.523041.230261.45222239.02.652.461.523041.230261.45304钢梁1.272341.02.662.461.523041.230261.45232341.02.662.461.523041.230261.45304钢梁1.272443.02.672.461.523041.230261.45242443.02.672.461.523041.230261.45304钢梁1.272545.02.682.461.523041.230261.45252545.02.682.461.523041.230261.45304钢梁1.272647.02.692.461.523041.230261.45262647.02.692.461.523041.230261.45304钢梁1.272749.02.72.461.523041.230261.45272749.02.72.461.523041.230261.45304钢梁1.272851.02.72.461.523041.230261.45282851.02.72.461.523041.230261.45304钢梁1.272953.02.712.461.523041.230261.45292953.02.712.461.523041.230261.45304钢梁1.273055.02.722.461.523041.230261.45303055.02.722.461.523041.230261.45304钢梁1.273157.02.732.461.523041.230261.45313157.02.732.461.523041.230261.45304钢梁1.273259.02.732.461.523041.230261.45323259.02.732.461.523041.230261.45304钢梁1.273361.02.742.461.523041.230261.45333361.02.742.461.523041.230261.45304钢梁1.273463.02.752.461.523041.230261.45343463.02.752.461.523041.230261.45304钢梁1.273565.02.752.461.523041.230261.45353565.02.752.461.523041.230261.45304钢梁1.273667.02.762.461.523041.230261.45363667.02.762.461.523041.230261.45304钢梁1.273769.02.772.461.523041.230261.45373769.02.772.461.523041.230261.45304钢梁1.273871.02.772.461.523041.230261.45383871.02.772.461.523041.230261.45304钢梁1.273973.02.782.461.523041.230261.45393973.02.782.461.523041.230261.45304钢梁1.27 4075.02.782.461.523041.230261.45404075.02.782.461.523041.230261.45304钢梁1.274177.02.792.461.523041.230261.45414177.02.792.461.523041.230261.45304钢梁1.274279.02.792.461.523041.230261.45424279.02.792.461.523041.230261.45304钢梁1.274381.02.82.461.523041.230261.45434381.02.82.461.523041.230261.45304钢梁1.274483.02.82.461.523041.230261.45444483.02.82.461.523041.230261.45304钢梁1.274585.02.812.461.523041.230261.45454585.02.812.461.523041.230261.45304钢梁1.274687.02.812.461.523041.230261.45464687.02.812.461.523041.230261.45304钢梁1.274789.02.812.461.523041.230261.45474789.02.812.461.523041.230261.45304钢梁1.274891.02.822.461.523041.230261.45484891.02.822.461.523041.230261.45304钢梁1.274993.02.822.461.523041.230261.45494993.02.822.461.523041.230261.45304钢梁1.275095.02.832.461.523041.230261.45505095.02.832.461.523041.230261.45304钢梁1.275197.02.832.461.523041.230261.45515197.02.832.461.523041.230261.45304钢梁1.275299.02.832.461.523041.230261.45525299.02.832.461.523041.230261.45304钢梁1.27531012.832.461.523041.230261.4553531012.832.461.523041.230261.45304钢梁1.27541032.842.461.523041.230261.4554541032.842.461.523041.230261.45304钢梁1.27551052.842.461.523041.230261.4555551052.842.461.523041.230261.45304钢梁1.27561072.842.461.523041.230261.4556561072.842.461.523041.230261.45304钢梁1.27571092.842.461.523041.230261.4557571092.842.461.523041.230261.45304钢梁1.27581112.852.461.523041.230261.4558581112.852.461.523041.230261.45304钢梁1.27591132.852.461.523041.230261.4559591132.852.461.523041.230261.45304钢梁1.27601152.852.461.523041.230261.4560601152.852.461.523041.230261.45304钢梁1.27611172.852.461.523041.230261.45 61611172.852.461.523041.230261.45304钢梁1.27621192.852.461.523041.230261.4562621192.852.461.523041.230261.45304钢梁1.27631212.862.461.523041.230261.4563631212.862.461.523041.230261.45304钢梁1.27641232.862.461.523041.230261.4564641232.862.461.523041.230261.45304钢梁1.27651252.862.461.523041.230261.4565651252.862.461.523041.230261.45304钢梁1.27661272.862.461.523041.230261.4566661272.862.461.523041.230261.45304钢梁1.27671292.862.461.523041.230261.4567671292.862.461.523041.230261.45304钢梁1.27681312.872.461.523041.230261.4568681312.872.461.523041.230261.452.65e+03钢梁1.27691332.872.4633.965118.84581.4669691332.872.4633.965118.84581.461.77e+03预砼1.04701352.872.4633.965118.84581.4670701352.872.4633.965118.84581.46442预砼1.04711352.872.4633.965118.84581.4671711352.872.4633.965118.84581.461.77e+03预砼1.04721372.872.4633.965118.84581.4672721372.872.4633.965118.84581.46631预砼1.04731382.872.4633.965118.84581.4673731382.872.4633.965118.84581.461.05e+03预砼1.04741392.872.4633.965118.84581.4674741392.872.4628.234617.28761.361.17e+03预砼1.04751412.882.4628.234617.28761.3675751412.882.4628.234617.28761.361.21e+03预砼1.04761422.882.4628.234617.28761.3676761422.882.4628.234617.28761.362.09e+03预砼1.04771452.882.4628.234617.28761.3677771452.882.4628.234617.28761.362.09e+03预砼1.04781482.882.4628.234617.28761.3678781482.882.4627.571117.02321.35预砼1.04 1.18e+03791502.882.4627.571117.02321.3579791502.882.4627.571117.02321.351.15e+03预砼1.04801512.892.4627.571117.02321.3580801512.892.4627.571117.02321.35849预砼1.04811522.882.4627.571117.02321.3581811522.882.4627.571117.02321.35513预砼1.04821532.892.4627.571117.02321.3582821532.892.4627.571117.02321.351.36e+03预砼1.04831552.892.4627.571117.02321.3583831552.892.4627.571117.02321.35849预砼1.04841562.892.4627.571117.02321.3584841562.892.4627.571117.02321.35513预砼1.04851572.892.4627.571117.02321.3585851572.892.4627.571117.02321.351.36e+03预砼1.04861592.892.4627.571117.02321.3586861592.892.4627.571117.02321.35849预砼1.04871602.892.4627.571117.02321.3587871602.892.4627.571117.02321.35513预砼1.04881612.92.4627.571117.02321.3588881612.92.4627.571117.02321.351.36e+03预砼1.04891632.92.4627.571117.02321.3589891632.92.4627.571117.02321.351.36e+03预砼1.04901642.92.4627.571117.02321.3590901642.92.4627.571117.02321.351.36e+03预砼1.04911662.92.4627.571117.02321.3591911662.92.4627.571117.02321.351.36e+03预砼1.04921682.92.4627.571117.02321.3592921682.92.4627.571117.02321.351.36e+03预砼1.04931702.92.4627.571117.02321.3593931702.92.4627.571117.02321.351.36e+03预砼1.04941722.912.4627.571117.02321.3594941722.912.4627.571117.02321.351.36e+03预砼1.04 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