uf新建盘营铁路客专工程某标段某制梁场箱梁预制施工组织设计_secret.doc
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1、Gay is now a provincial key construction project of aluminum Ltd-province with an annual output of 50,000 tons of technical innovation project of environmental protection and energy saving of electrolytic aluminum project manager. In this technological transformation projects, he has overall respons
2、ibility for the day-to-day affairs of the project. In order to ensure that southern companys control the scale of investment, strengthen field management, pay special attention to project progress, and ensure a successful operation, the overall goal. He and Engineering Department under the leadershi
3、p of all the staff in the companys technical command, on the difficulties and to overcome technical difficulties in the process, work hard, have made outstanding achievements, mainly reflected in the following aspects: first, careful organization and management achieved remarkable results. Technical
4、 innovation project of the year, started and completed a series of bids and completed to date, from production engineering to put into production after nearly a year, has achieved very significant results. A project first 56 slots from dismantling the old slot just 168 days, civil engineering, insta
5、llation, commissioning, guarantee engineering quality under the premise, on the production side transformation under difficult conditions, created the national industrys fastest speeds. II 32 large prebaked electrolytic cell on November 7 has been installed, marks has an annual production capacity o
6、f 50,000 tons of electrolytic aluminum production capacity of aluminum. Entire project almost 8 months earlier than planned, achieved the goal of production transformation benefits that year, created favorable conditions for aluminum through South. Second, effectively control the investment. Project
7、 is subject to a scientific approach to bidding, bidding to make savings of 20 million Yuan, in the implementation process of the project, every domestic prices of steel, cement and other building materials, the old buildings on the base encountered great difficulties in dealing with significant inc
8、rease in the volume of civil engineering, but through rationalization and optimization, project control in fixed investment of 350 million Yuan. Third, environmental energy-saving effect of the project. Project investment of nearly 30 million Yuan, using large prebake technology and aluminum oxide d
9、ense phase and hyper dense phase conveying technology, fluoride and other harmful gases purification efficiency of up to 98%. Compared with Soderberg cell before the modification, power consumption can be reduced by 1500 tons of electrolytic aluminum, and project environmental protection and energy
10、saving effect is obvious. Four are in a relatively short period of time to the normal production. After four months of efforts, a project has put into operation all the 54 240KA large cell into regular production, stable current channel conditions and all the economic indicators are good, current ef
11、ficiency in October had reached 93%, is close to and reach the domestic advanced level. In the case of production half of the cell, this effect can be achieved and better level in the industry. 50,000 tons of electrolytic modification process, from preliminary study to equipment selection, cost cont
12、rol, project progress, quality control and coordination among the various sub-projects and various professional, technical command under the correct leadership, both from an overall perspective, emphasis on integrity, and earnestly implement the relevant laws and regulations, strictly act according
13、to the contract. He tried to learn relevant knowledge, good style of business, operational and organizational coordination ability, project efficiency, quality and safety assurance system in place, with all units involved with the coordination and good .第一章 工程概况1.1 编制说明本施工组织设计依据铁道部有关标准和技术条件编写而成。本施工组
14、织设计作为指导生产箱型梁施工的依据,编制时对制梁场管理机构设置、劳动力组织、施工进度计划控制、机械设备及周转材料配备、主要分部分项工程施工方法、工程质量控制措施、安全生产保证措施、文明施工及环境保护措施等诸多因素尽可能充分考虑,突出科学性及可行性,是确保优质、低耗、安全、文明、高速完成全部施工任务的重要经济技术文件。1.2 编制依据、国家、铁道部有关安全生产方面的法律、法规。、xx省各级政府颁布的相关法律、法规、文件、精神及有关部门颁发的主要现行法规、规范、标准及办法。、时速350公里客运专线铁路无碴轨道后张法预应力混凝土简支箱梁(双线) 跨度:31.5m(直曲线、线间距5m) 图号:通桥 (
15、2008)2322A。跨度:23.5m(直曲线、线间距5m) 图号:通桥 (2008)2322A。跨度:19.5m(直曲线、线间距5m) 图号:通桥 (2008)2322A。、我单位现有的企业管理水平、劳力、设备、技术能力以及所积累的类似工程施工经验。、对现场进行详细、全面的调查所获得的较为详实的现场有关资料。、盘营铁路客专工程XX标段实施性施工组织设计1.3 编制范围新建铁路xx至xx铁路客运专线XX标段工程DK29+381DK48+570段内的箱梁预制的任务。1.4 编制原则管理人员和施工队伍:组织精干、高效的梁场领导班子,选派具有类似工程施工经验的管理人员和技术人员组成强有力的制梁场领管
16、理机构,调集具有类似工程施工经验的施工队伍。施工组织:采用先进的组织管理技术,统筹计划,合理安排,采用平行流水作业,均衡生产,缩短工期。机械设备配套:采用先进的机械设备组成配套合理、高效的机械化作业线,充分发挥设备的生产能力。施工工艺:结合工程特点,采用成熟的施工工艺,实行样板引路、试验先行。文明施工和环境保护:严格按照铁道部文明施工要求组织施工,达到安全文明工地标准;确保达到铁路建设工地标准化管理达标工地;争创全线施工文明工地。确保梁场附近景观不受破坏,水质不受污染,植被有效保护;施工产生的噪音控制在GB12523-90的限值内;把施工对环境的不利影响减至最低限度。安全生产:坚持“安全第一、
17、预防为主、综合治理”的方针,建立健全安全管理组织机构,完善安全生产保证体系,无险性及以上事故,无工程重大事故,防止一般事故的发生,消灭一切责任事故,确保人民生命财产不受损害,创建安全生产标准工地。工程质量:牢固树立“百年大计,质量第一”的意识,严格按照规范要求进行施工,制定合理、经济可行的技术措施,确保本梁场生产的所有箱梁验收合格率100%,达到国家及铁道部现行的施工质量验收标准要求,无质量重大事故及以上等级事故。1.5 引用的设计规范、施工质量验收标准、技术条件、施工技术指南、施工规范、通用图、参考图新建时速300350公里客运专线设计暂行规定(上、下)(铁建设 200747号)TB1000
18、2.1-2005 铁路桥涵设计基本规范TB10002.3-2005 铁路桥涵钢筋混凝土和预应力混凝土结构设计规范铁道工程抗震设计规范(GB501112006)。铁道混凝土结构耐久性设计暂行规定铁建设2005754号。客运专线无砟轨道铁路设计指南铁集成2005754号。客运专线综合接地技术实施办法铁集成2006220号。铁路防雷、电磁兼容及接地工程技术暂行规定铁建设200739号。客运专线铁路接触网H型钢柱图(通化(2008)1301)。铁建设(2005)160号 客运专线铁路桥涵工程施工质量验收暂行标准TZ210-2005 铁路混凝土工程施工技术指南TB 10415-2003 铁路桥涵工程施工
19、质量验收标准铁建设(2005)160号 铁路混凝土工程施工质量验收补充标准铁建设(2006)181号 铁路架桥机架梁暂行规程TZ 213-2005 客运专线铁路桥涵工程施工技术指南JGJ 146-2004 铁路施工现场环境与卫生标准GB 50119-2003 混凝土外加剂应用技术规范JGJ 85-2002 预应力筋用锚具、夹具和连接器应用技术规程TB/T 2484-2005 预制先张法预应力混凝土铁路简支T梁技术条件TB/T 3043-2005 预制后张法预应力混凝土铁路简支T梁技术条件客运专线铁路工程材料试验方法标准汇编TB10210.4-2005 铁路混凝土与砌体结构设计规范TB10002
20、.42005铁路桥涵混凝土和砌体结构设计规范铁路技术管理规程(64K)(9/14)TB110401.1-2003铁路工程施工安全技术规程(上)TB110401.2-2003铁路工程施工安全技术规程(下)TB110401.2-2003铁路企业伤亡事故处理规则 导读(修订本)TB10203-2002 铁路桥涵施工规范TB10210-2001 铁路混凝土与砌体工程施工规范TB10424-2003 铁路混凝土与砌体工程施工质量验收标准TB10425-1994 铁路混凝土强度检验评定标准TB/T3054 铁路混凝土工程预防碱-骨料反应技术条件TB/T2922.3-1998 铁路混凝土用骨料碱活性试验方法
21、(砂浆棒法)TB/T2922.4-1998 铁路混凝土用骨料碱活性试验方法(岩石柱法)TB/T2922.5-2002 铁路混凝土用骨料碱活性试验方法(快速砂浆棒法)TB/T2092-2003 预应力混凝土铁路梁静载弯曲试验方法及评定标准GB/T18736-2002 高强高性能混凝土用矿物外加剂GB/T18046-2000 用于水泥和混凝土中的粒化高炉矿碴GB175-1999 硅酸盐水泥、普通硅酸盐水泥GB1596-1991 用于水泥和混凝土中的粉煤灰GB8076-1997 混凝土外加剂GB/T50080-2002 普通混凝土拌和物性能试验方法标准GB/T50081-2002 普通混凝土力学性能
22、试验方法标准GBJ82-85 普通混凝土长期性能和耐久性能试验方法ASTMC1202-97 混凝土抗氯离子渗透性能试验方法AASHTO PP34-39 混凝土抗裂性能试验方法GB1499-1998 钢筋混凝土用热轧带肋钢筋GB13013-91 钢筋混凝土用热轧光圆钢筋GB701-97 低碳钢热轧圆盘条GB/T5224-2003 预应力混凝土用钢绞线GB/T14370 预应力筋用锚具、夹具和联结器GB700-88 碳素结构钢GB/T18244-2000 建筑防水材料老化试验方法JGJ63 混凝土拌合用水标准JGJ52-1992 普通混凝土用砂质量标准及检验方法JGJ53-1992 普通混凝土用碎
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