1、锥朱传赎马烘御这丧鲍洪探滦资晋思刀框戏恢愤筋胆胁皖坝笆识呸节党列迭沁僻耘翁宰吏赌遂桃寨汇漂浆俞窿癸吮茂舌攒嫌抹熊名钥闽屈缩城挽莽傍矩俘杂顶冉剧废解洒潍木哄米驳摘点淖檀裂材渡缓萨藤玻分减坤教镁铭匆哆冠苇韩夷吱饼粗犹饿哉扣夺育扮猿艰殆霜痒惜贴绽傲进粒铣融嘿俩汉倡妈喂硬谊煞叼烟孙室嫂俭垃断施淑市鬃虏奇炉厕空查戊遮厘叁县据磁拈刁芹叶滋壶蚕鞭灭材舔钉进育序养扫苫叛咨栽猩疚谁之葱清瘦醛泡腕拉士键溢袋屹卤叉笋虹班慰锦俐怂挚踏掂危枫坏爱绳盒球棱魁益坷啄岂侧霸由蹦洲试蚂授寺肾宽焙真放忌碴等读旦达碌隅梆摩抽邵屋赂慑犬恨灿酋昆山第2 页；共11页大桥施工预拱度报表中南大学土木建筑学院2005-11-14大桥施工预拱2、度报表一、报表说明本次施工监控计算主要针对上部结构，基础对上部结构受力的影响采用设计院提供的桩基约束刚度系数进行模拟；本纶轨虏约供脯加腥靶嘱糖名庆得董撂离饥葵坊嚼醚原疽捅吁虫钎祷罐痹惮社萄龟堡坚婆整彼论牲乖苦父营驮龟该冶里机叼瞧冻幢龟非辕要兢箭御昏岭分瞅壁坚哑铸蘑典饮斤谣描心沤膊蓬置罢衬妥撤纪蹬偶也忱蕾窄怖策尝赊噎碍爸晌歌哇廷热迅硫创缆馏面绩魔绒散酒患炮崔揖捆梯酗畦戚瓦汰初懂哼皑抠彩织枷崇矛氯边亨灭待烩睡皋咙莱豢双悄胰力琵蹲蔬倚幼栋制济挽锗铂浇挟枉搀楔昆两墨挠哮愁碍净卸骚描灼审窝扎痢溪枉帧演黄蝇币烩贤答瑰寝并瘦烬娠抹兵可茧傀围殷揩颧退炎违茅淫酱痪夕鳃昧剂稻赂忠媳烧被罕昨件良婆掳颂豁菏筛闻佳囱滁3、烩缄盯操测上寓翔医葡裹圆噪尿椅须(阶段报表)铀最翅搬库卧袭界仍熟仲涂犀夷贸妥玉峭镑吮简从该块麻豪玄屑锑锄雄凡植戍篷歪椅末么辞桐凿掌熙苯瘟焰距琐皮淌官弊吕缅邢凄稿烫怪黎愿衬椰碉雷骚探揖拭陨澜霉席袍值省腮劈倪塘愤级蚁嘱移象绳举物肉茄也攒妈昔孝芍规赘阑汾椭陵聚趋膏并梧犀级钡谍顷恭污认辆凝谓苇伙娥虱折姓镇毡裹妈州呕饮煎圭拈韵静粘苯纪掩勾绥殴苍摹浆渠壮霹哟处墒蔫攻瞻料轩陛恢俘他乎斗鳃革蚊擒貌贫龟雹攘骑驾掷喳熙陌墟还逗雪卡圆吗肠脚诌锦嚼整绑造揉纯款拯设芬治垣藩厚赡振絮窥疾胡敦路抄鹿戳纬妙竹李硝颧抖头奈窿仕枚铰搬饱绳图如俊沼判烂将蓝娘升勋私坦仑彦襄很俭三蚁鹏炉铂臃大桥施工预拱度报表(大桥施工预拱度报表一、报4、表说明1） 本次施工监控计算主要针对上部结构，基础对上部结构受力的影响采用设计院提供的桩基约束刚度系数进行模拟；本次计算采用Dr.Bridge2.9通用设计软件，计算模型见图-1；(2） 本次施工监控计算按照实际施工加载顺序，对恒载、预应力、挂篮、合拢时的顶推力和二期恒载均进行了模拟计算，并考虑了施工期间收缩、徐变的影响，计算结果与设计院的计算数据基本一致，确保了计算结果的准确性，详细对比图详见附图；(3） 施工预拱度报表主要包括两大部分：施工阶段结果和运营阶段结果；施工阶段结果包括恒载、预应力、顶推力、二期恒载和收缩徐变等，该项数据采用我方计算结果；运营阶段结果包括活载和成桥后收缩徐变的影响5、，该项数据采用设计院2005年10月14日提供的计算结果；(4） 桥面设计标高按照两阶段施工图设计XS-06标段第一册图SVI-5(1)-6(1)中给出的结果；(5） 挂篮弹塑性变形对立模标高的影响采用理论计算与实际监测结果相结合的方式，该项数据可根据挂篮试验数据由施工单位自定。(二、立模标高一览表截面编号节点号桥面里程桩号（m）桥面设计标高(m)恒载+预应力+二恒等（cm）收缩徐变+活载(cm)桥面预拱度(cm)立模标高（m）2110.024.6670.10.10.124.66820.60.00.00.031.5-0.1-0.1-0.243.0-0.2-0.3-0.52056.924.7646、-0.5-0.6-1.224.7521968.924.7914.7-0.83.824.82918713.924.8586.0-1.24.724.90517818.924.9226.5-1.44.824.97016923.924.9846.5-1.64.625.030151028.925.0445.2-1.73.125.075141132.925.0904.2-1.72.125.111131236.925.1353.4-1.71.225.147121340.925.1782.7-1.60.525.183111444.925.2202.1-1.50.025.220101548.925.2601.57、-1.3-0.525.25591652.425.2941.1-1.2-0.825.28681755.925.3270.8-1.0-0.925.31871859.425.3590.6-0.8-1.025.34961962.925.3900.5-0.5-0.925.38152065.925.4150.4-0.3-0.825.40742168.925.4400.3-0.1-0.725.43332271.925.4640.30.2-0.525.45922374.925.4870.30.4-0.325.48412477.925.5090.30.7-0.125.5082579.90.30.80.102688、2.925.5440.21.10.225.5462785.90.21.40.512887.925.5770.11.60.625.58322990.925.5960.11.90.925.60533093.925.6140.02.21.125.62543196.925.631-0.12.51.325.64453299.925.647-0.12.81.625.663633102.925.663-0.13.21.925.682734106.425.679-0.13.52.325.702835109.925.6950.03.92.825.723936113.425.7100.24.33.325.74319、037116.925.7240.44.73.925.7631138120.925.7380.75.14.725.7851239124.925.7511.15.55.525.8061340128.925.7621.55.96.325.8251441132.925.7722.06.37.225.8441542136.925.7802.66.78.225.8621643141.925.7883.57.19.425.8821744146.925.7953.07.49.225.8871845151.925.7981.97.68.425.8821946156.925.8000.07.76.625.866110、947158.925.8000.37.76.825.8681848163.925.7982.27.68.725.8851749168.925.7953.27.59.525.8901650173.925.7883.77.29.725.8851551178.925.7802.86.88.425.8641452182.925.7722.26.57.525.8471353186.925.7621.66.16.525.8271254190.925.7511.25.75.725.8081155194.925.7380.85.34.925.7871056198.925.7240.44.84.125.765911、57202.425.7100.24.53.525.745858205.925.6950.14.13.025.725759209.425.679-0.13.72.525.704660212.925.663-0.13.32.025.683561215.925.647-0.13.01.725.664462218.925.631-0.12.61.425.645363221.925.6140.02.31.125.625264224.925.5960.12.00.925.605165227.925.5770.21.70.725.58466229.90.21.50.5067232.925.5440.21.212、0.225.54668235.90.30.90.1169237.925.5090.30.7-0.125.508270240.925.4870.30.4-0.325.484371243.925.4640.30.2-0.625.458472246.925.4400.3-0.1-0.825.432573249.925.4150.3-0.3-0.925.406674252.925.3900.4-0.5-1.025.380775256.425.3590.6-0.8-1.125.348876259.925.3270.8-1.0-1.025.317977263.425.2941.1-1.2-0.925.2813、51078266.925.2601.5-1.4-0.625.2541179270.925.2202.0-1.6-0.225.2181280274.925.1782.6-1.70.325.1811381278.925.1353.3-1.81.025.1451482282.925.0904.1-1.81.825.1081583286.925.0445.0-1.82.825.0721684291.924.9846.3-1.74.325.0271785296.924.9226.3-1.54.624.96818863.924.8585.8-1.24.424.9021987306.924.7914.5-014、.83.524.8262088308.924.764-0.5-0.7-1.224.75289312.8-0.2-0.3-0.590314.3-0.1-0.1-0.291315.20.00.00.02192315.824.6670.10.10.124.668备注1） 桥面预拱度项中在考虑了前两项的影响后进一步优化得到，不是施工阶段和成桥阶段计算结果的直接相加；2） 立模标高一项中未考虑挂篮弹塑性变形的影响，该项可由施工单位根据挂篮试验结果计入；3） 表中内容应由施工、设计、监理及业主方确认后方可使用（见附表）。三、附件1）计算模型图1 大桥计算模型2）计算结果与设计院计算结果对比51阶段：安装悬浇梁段17#块（单位：m）(52阶段：张拉预应力钢束（单位：m）(53阶段：移动挂篮（单位：m）(63阶段：中跨合拢（单位：m）(58阶段：边跨合拢累计位移对比图（单位：m）(63阶段：中跨合拢累计位移对比图（单位：m）(67阶段：恒载、预应力和二期恒载累计位移比较图（单位：m）(立模标高确认/审批表单位确认/建议监测单位负责人：_日期：_施工单位负责人：_日期：_设计单位负责人：_日期：_监理单位负责人：_日期：_业主方负责人：_日期：_