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1、渝遂高速公路土主至丁沟村段路基工程H2合同段K49+732淮远河大桥40m后张法预应力砼连续T梁开工报告中铁十七局集团第一工程有限公司渝遂高速公路H2合同段项目经理部二○○六年六月一日Adheredtocomprehensivelystrengthentheparty'sideological,organizational,style,system,andfocusonfightingcorruptionandupholdingintegrity,continuouslyimprovethescientificlev
2、eloftheconstruction,inordertopromotesoundandfasteconomicandsocialdevelopmenttoprovidestrongprotection.1.theexplorationandinnovation,strengtheningtheparty'sideologicalbuilding.Persistinthefirstplacetoideologicalconstruction,strengtheningandimprovingthetheorywork
3、,persistentlyarmthevastnumbersofpartymembersandcadreswiththeoriesofsocialismwithChinesecharacteristics,strengthentheidealandbeliefeducation,establishacorrectworldOutlook,viewsonpowerandinterest.Advancingtheconstructionofstudy-orientedpartyorganizationandthelear
4、ningcadre,establishasoundlearningsystem,continuouslyenhancetheoverallquality.Furtheremancipatingthemind,improvetheabilityofintegratingtheorywithpractice,problemsolvingandthecombinetosolvepracticalproblems,toimprovethetheory,combiningknowledgeandimprovetheartofl
5、eadership,adhereto,whichwastopromote,inanefforttopromotescientificdevelopmentandsocialharmonymadenewachievements.2.workhard,strengthencadre.Stickthroughtheconstructionofpartysystemconstruction,andconstantlystrengtheningtheparty'sleadership,organization,andworks
6、ystems,partysystems,monitoringsystemsandthe第一章总则一、工程概况K49+732淮远河大桥共有40mT梁30片。中梁顶板宽190cm，边梁顶板宽220cm，顶面设有横坡，梁高240厘米，腹板厚20—40厘米，下翼缘宽50-70厘米，梁与梁之间设有横隔板。30片梁C50混凝土共计1146.6m3，φj15.24钢绞线11472Kg，I级钢筋92268Kg，II级钢筋72896Kg。每片预制梁的安装重量约为99t。二、编制依据1、《公路工程桥涵施工技术规范》（JTJ041-200
7、0）；2、《公路工程质量检验评定标准》（JTJ071-98）；3、重庆至遂宁高速公路（重庆市境）第H2合同段两阶段施工图设计第三册；4、重庆至遂宁高速公路（重庆市境）桥涵通用图《预应力混凝土组合T梁》。三、施工图号及梁体构造l、施工图号：中交第二公路勘察设计研究院提供的重庆至遂宁高速公路（重庆市境）第H2合同段两阶段施工图设计第三册，图号S5-3-2；重庆至遂宁高速公路（重庆市境）桥涵通用图《预应力混凝土组合T梁》，图号T30LX-1。四、梁场布置及制梁情况1、梁预制场均布置在0#桥台桥头主线路基上，按照梁体的吊装方
8、向合理的布置每片梁台座的位置。梁场配置一台简易龙门吊机及一辆50装载车，用于场内材料倒运、模板安拆、砼浇注。。Adheredtocomprehensivelystrengthentheparty'sideological,organizational,style,system,andfocusonfightingcorruptionanduph
