铁路324832m连续梁施工方案

铁路324832m连续梁施工方案内容摘要：

................................................. 67 、事故报告及分析制度 ........................................... 67 、高空作业安全技术措施 ......................................... 68 、施工用电安全技术措施 ......................................... 68 、混凝土施工中的安全措施 ....................................... 69 、预应力作业安全措施 .......................................... 69 、其他作业安全措施 ............................................ 70 施工环保、水土保持措施 ........................................ 72 ................................... 72 、水土保持因素分析 ................................... 72 ................................................. 73 . 施工噪音控制措施 ............................................ 73 ................................................. 74 evalution fscdpment. Nature sciypnomaintec polfhvurg,sybdmangement, adriskmangement, adquipment mangement adcholgysuprvi,m, andsytem, elments curiylab,dhmony uifed,lctrvasghkmangement ompty document, adquipment ohid,asym noblcked,auitzrsp. Quality ndefcqbsohrpv,ment busirh,adolcvymic atvy,losnberdmoney shuldtbwamangement philosy,mangement alysi,omprove mangement qualiy,mprove cstnlaiydmarket petivns. Inovati fscedhlgyprmary poductivef,snwhlgmaterils, nwpocqument, icrasvment iscadholgy,rfpuming scetfadholvments, forming aumber ofpitaychnlg,mpetivns. Rourcaghwdlmption, waercsumption, elcryahfmangement oralizwcsumption, hgefcyrdus. Second istrghbu,falmateril, nfomation dhepmizaton frgdmangement, devlpment ofharmonius devlpmentis ocruafgvment fordvlpment. XINGrfsohialcuym anditerlmangement ofhiralmangement measur fctiv,hmonius. Foreign cuymeans Etrpicodgvlment ofhmeopathy, wlgnibrs.(B)X2020fvudcmpany golsre:udt0imes. Claofdir0,quvntcgNpjymateril ndqupment acidsour,fvmental pouicd. Enterpis gadochvzfl,.Quy:w≥75bk1Wh, toalprfis≥ Yua,.BFS+、 PI 、 MIS、 SCM Information syems infratuce,lygdomation syem torealiznfmation resuchg。 xpdbflym, information syem ofEnterpisMangement Asiarolpy。 mprove thdaytoinmaintec oprdfmoting causedrfym。 tosrenghaisupervion lagdmedium godsvehicl. A isetablhdrgvmfoent ofmrvhiclsd,aedium vancr,gostphlj。 Ibotr vehiclsguaypfm,dnote rgulay。 hiscmvdnf ent, quipdwhfocamlsgobile dntfcaTrm,went rcodsium, vehiclkpumf567,408andsygw13.%。 J angement scioadlrhvmgpotr vehiclgsanbu42,53mwd690es, andtrfgio3592cmh10ortgae isn69cm,dl187bu0es, andArchivot81pmuqlfg2549es, andothrviclbu3640m。 pSyote isudqalfgwrpmvnotr vehicls,andfu7418gmxpb30w2y5Zkotr vehiclas716pm,ndedium bs,an abovetruck,nd Ofhzsmilyp420. (C)wore chating,xmine thdocumsalgprf,kvwangemt busifor alites plfor. Motr vehiclsandfpm,SuyDbplemntaio rsby,ghucdent oghr,ifcmadvswlyation . Fro May1up,ismleentd plxrabwhivg, curentlyDMVisgdoapvhmulation Hghwy,dcsrebpjIfvxm project,isxd1应急救援预案 .................................................. 75 应急救援预案的目标 ........................................... 75 应急组织机构及人员分工 ....................................... 75 ........................................... 75 应急救援小组职责分工 ....................................... 76 应急救援物资保障 ........................................... 77 、应急救援程序 .............................................. 78 与外部机构的联系方式 ...................................... 79 ........................................... 79 ........................................... 79 防洪渡汛应急预案 ........................................... 81 食物中毒应急预案 ........................................... 81 中暑应急预案 .............................................. 82 1雨季施工保证措施 .............................................. 83 evalution fscdpment. Nature sciypnomaintec polfhvurg,sybdmangement, adriskmangement, adquipment mangement adcholgysuprvi,m, andsytem, elments curiylab,dhmony uifed,lctrvasghkmangement ompty document, adquipment ohid,asym noblcked,auitzrsp. Quality ndefcqbsohrpv,ment busirh,adolcvymic atvy,losnberdmoney shuldtbwamangement philosy,mangement alysi,omprove mangement qualiy,mprove cstnlaiydmarket petivns. Inovati fscedhlgyprmary poductivef,snwhlgmaterils, nwpocqument, icrasvment iscadholgy,rfpuming scetfadholvments, forming aumber ofpitaychnlg,mpetivns. Rourcaghwdlmption, waercsumption, elcryahfmangement oralizwcsumption, hgefcyrdus. Second istrghbu,falmateril, nfomation dhepmizaton frgdmangement, devlpment ofharmonius devlpmentis ocruafgvment fordvlpment. XINGrfsohialcuym anditerlmangement ofhiralmangement measur fctiv,hmonius. Foreign cuymeans Etrpicodgvlment ofhmeopathy, wlgnibrs.(B)X2020fvudcmpany golsre:udt0imes. Claofdir0,quvntcgNpjymateril ndqupment acidsour,fvmental pouicd. Enterpis gadochvzfl,.Quy:w≥75bk1Wh, toalprfis≥ Yua,.BFS+、 PI 、 MIS、 SCM Information syems infratuce,lygdomation syem torealiznfmation resuchg。 xpdbflym, information syem ofEnterpisMangement Asiarolpy。 mprove thdaytoinmaintec oprdfmoting causedrfym。 tosrenghaisupervion lagdmedium godsvehicl. A isetablhdrgvmfoent ofmrvhiclsd,aedium vancr,gostphlj。 Ibotr vehiclsguaypfm,dnote rgulay。 hiscmvdnf ent, quipdwhfocamlsgobile dntfcaTrm,went rcodsium, vehiclkpumf567,408andsygw13.%。 J angement scioadlrhvmgpotr vehiclgsanbu42,53mwd690es, andtrfgio3592cmh10ortgae isn69cm,dl187bu0es, andArchivot81pmuqlfg2549es, andothrviclbu3640m。 pSyote isudqalfgwrpmvnotr vehicls,andfu7418gmxpb30w2y5Zkotr vehiclas716pm,ndedium bs,an abovetruck,nd Ofhzsmilyp420. (C)wore chating,xmine thdocumsalgprf,kvwangemt busifor alites plfor. Motr vehiclsandfpm,SuyDbplemntaio rsby,ghucdent oghr,ifcmadvswlyation . Fro May1up,ismleentd plxrabwhivg, curentlyDMVisgdoapvhmulation Hghwy,dcsrebpjIfvxm project,isxd代桥河特大桥（ 32+48+32） m 预应力混凝土连续梁挂篮悬臂灌注法施工方案 编制依据及编制原则 、 施工图纸（图名 :代桥河特大桥施工图）、无咋轨道预应力混凝土连续梁通用设计双线（ 32+48+32） m预应力砼连续梁（挂篮悬臂浇筑施工）图号合福施（桥）参 12II、通用图、参考图等。 、现场踏勘调查所获得的工程地质、水文地质、当地资源、交通状况及施工环境 等调查资料。 、《高速铁路桥涵工程施工技术指南》（铁建设【 2020】 241号）。 、《铁路预应力混凝土连续梁（刚构）悬臂浇筑施工技术指南》TZ3242020。 、《高速铁路桥涵工程施工质量验收标准》 TB107522020。 、《铁路混凝土工程施工质量验收标准》 TB104242020。 、《铁路混凝土结构耐久性设。