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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 .中铁九局集团有限公司S211（竹坪至大山）恢复工程施工组织设计工程名称：中铁九局集团有限公司
14、S211（竹坪至大山）恢复工程建设单位：安徽省交通厅世界银行贷款项目办公室安徽省公路管理局监理单位：合肥虹桥公路桥梁工程监理有限公司施工单位：中铁九局集团有限公司编 制： 日期： 年 月 日审 核： 日期： 年 月 日批 准： 日期： 年 月 日生效日期： 日期： 年 月 日Four outstanding works. They are derived from their own inner feelings. I also sent a student to attend the class Department speech contest, failed to get a good
15、result, but also actively cooperate with the Department and class activities! in order to create a demonstration dorm room, our weekly class to every bedroom check, where proposed is insufficient. In order to clean up the bedroom, we use the brush brushes a bedroom again. For the class out of a forc
16、e. In the event we, many projects did not get the desired results. But we understand that we tried, and in the struggle. Also has made good progress in many of the! in my class the work carried out and the results achieved, thanks to the concern and support of the Department, thanks to instructor te
17、achers good, proper guidance, thanks to 46 students in the class will work closely together, to work together. Of course, we also have our weaknesses, needs to be further correction in their future learning and life, with a view to achieving greater results. Five declarations of good party branch br
18、anch is a fortress, a party member is a banner. Fighting in the railway engineering construction Group Headquarters Headquarters branches, a total of members 18. Role of the Xiang-GUI railway and tight South Lebanon railway, heavy, poor conditions of disadvantage, the branch closely around the const
19、ruction work. Holding high the flag of our party members, unite and lead staff on the difficulties, overcome difficulties, take the zhengyou, a job well done and an engineering task, won the highly valued by leaders at all levels. Since October last year since the project began, Headquarters Branch
20、is tightly around the center of its activities. Face South, climate is wet, sooner or later temperature larger, specific difficult, I branch from thought requirements all workers active motivated, do can long-term hard, dare fight of spirit prepared, while requirements all members lead, encouraged c
21、olleagues Zhijian each other help, each other learning business knowledge, overcome temporarily difficult, active into to engineering official starts of the prepared work in the to, play out has as a branch of fighting fortress role and members of pioneer model role. Since its start, I command under
22、 the correct leadership of the party branch in the Group and the superior party, centering on building a qualified party branches, branch of the forts and the battle to play the exemplary vanguard role of party members, actively working. In command personnel less, and task heavy of situation Xia, al
23、l members always according to party stronger, and style to are, and service better, and efficiency to high of requirements, from overall starting, better to completed has production organization, and coordination, and guarantees and the management work, in engineering progress, and quality, and bene
24、fits, and safety, aspects are made has good of results, get has owners and the Group and grass-roots units of praise. First, give full play to the exemplary role of party members. The exemplary role of party members and cadres are silent on the command, the exemplary role of party members and cadres
25、 are the best of the ideological and political education. We pay close attention to party building, requires political party members and cadres must take the lead in learning, set strict demands on themselves, .世行贷款安徽公路项目III恢复类工程S211竹坪至大山段NO9.1合同段 实施性施工组织设计 目 录一、工程概况11.1工程概况 1 1.2主要工程数量51.3工程特点、施工难点
26、、重点9二、施工组织112.1施工组织机构设置及任务划分112.2临时工程规划192.3施工总平面图212.4施工前期准备工作21三、施工进度计划及工期保证措施243.1总工期目标243.2施工进度计划253.3工期保证主要措施25四、施工方案、施工工艺、方法及技术措施284.1总体施工方案284.2主要施工方法、施工工艺及技术措施304.3特殊条件下施工安排及措施59五、质量目标、质量保证体系及措施675.1工程质量目标675.2质量保证体系675.3质量管理制度705.4工程质量保证措施71六、施工环保、水土保持措施756.1环境保护目标756.2环境保护管理体系756.3环境保护的保证措
27、施776.4水土保持的保护措施78七、安全目标、安全保证及措施797.1安全生产目标797.2安全保证体系797.3安全保证制度827.4安全保证措施85八、劳动卫生保证措施86九、民工工资按期支付保证措施88十、文明施工、文物保护等其他管理措施8810.1文明施工措施8810.2文物保护措施92十一、附图及附表94附图1 施工总平面布置图95附图2施工进度横道图96附表1 施工劳力组织计划97附表2机械设备汇总表98附表3仪器、设备汇总表100附表4 工程管理曲线102附表5 资金使用计划103世行贷款安徽公路项目III恢复类工程S211竹坪至大山段NO9.1合同段 实施性施工组织设计 一、
28、工程概况1.1 工程概况1.1.1工程项目概况由中铁九局集团有限公司中标并承担施工任务的世行贷款安徽公路项目 III恢复类工程S211竹坪至大山段NO9.1合同段,位于安徽省安庆市岳西县，起点桩号为K0+000，终点桩号为K24+700，全长24.7公里。本项目经过路段均为山岭重丘区，老路路线平纵面指标极差，存在曲线半径过小、曲线长度不够、夹直线长度过短、纵坡过大、起伏频繁、平纵组合不合理等现象。路面状况较差，部分路段路面严重损坏，制约了沿线乡镇相互的经济交流，阻碍了经济发展。经济的发展及交通量的增长，使得原有的行车条件已不能适应需求，为提高通行能力，本项目的改造已势在必行。改造完毕后，将成为
29、连接岳西县和太湖县的快速干道，也是进出大别山的快速通道之一。本项目的建设将有利于安庆市西南部的交通畅通，加强沿线城镇之间的联系，推动城镇一体化进程，提高项目沿线地区的经济发展水平，保证山区经济作物的外运和农贸物品的运输，改善投资环境、加快沿线人民脱贫致富，都具有十分重要的意义。原路段建成时间较早，后期分段对路面进行过砂改油施工，如今老路面损坏比较严重。根据实测弯沉值和填土高度，本标段大部分需揭除老路面面层，添加水泥稳定土，面层采用24cm厚混凝土。由于本项目为山区公路，老路排水设施不够完善，雨水季节，暴雨冲刷路基现象严重，多处出现路肩塌方，边坡滑塌。店前街道处未设置排水，由于长时间受水浸泡，路
30、面损坏严重。原路基防护挡墙多为干砌，年代久远，普遍出现开裂、坍塌、倾斜现象，多数风化现象严重。同时，在施工过程中重型机械的使用，会加剧原路基防护挡墙的损坏，故设计采用拆除重建和支撑墙结合的方法。由于受雨水冲刷，部分路段路肩坍塌或无路肩，需新建路肩墙或恢复路肩，部分路肩无法直接放坡的路段设置路肩挡墙，填方段和路肩采用草皮防护。部分边坡出现土方滑落和碎石脱落现象，需修砌路堑墙、截水沟。本标段共有中小桥梁6座，桥梁结构均能满足使用要求，但桥面均损坏严重，需更换桥面，其中店前桥和桃阳桥栏杆破损严重，需更换。涵洞145道，完全利用老涵洞94道，改建涵洞17道，新建涵洞1道，共长149.6m，维修利用涵洞
31、33道。全线有重要型平面交叉口3处，一般型和简易型34处。1.1.2气象、水文条件 本项目所在位置属亚热带湿润季风气候区，具有季风明显，四季分明，气候温和湿润，雨量充沛，霜期短，日照长，雨热同季等特点，年平均气温为16.4，年平均降雨量一般在1386mm，年平均无霜期为249天。1.1.3交通、通讯条件本标段位于S211公路上，起点河图镇竹坪村与G318公路相接，终点位于岳西县与太湖县交界处，店前镇位于本标段中部，有一条山区公路可达水吼。但G318与S211公路同时进行恢复，现有路宽都较窄且均为半幅施工，交通不便。移动通讯及网络比较发达，局部信号较弱，通讯条件较好。1.1.4资源条件1.石料本
32、标段内没有石料厂，且公路沿线石料质量较差，无法满足设计要求。除片石利用本地石料外，石子外购。正在建设中的白帽石料厂，规模较大，可供应碎石，产品质量较好，且运距较近。但建设完毕、大量供货还需一段时间。所以，前期使用材料拟用来榜石料厂生产的产品，待白帽石料厂形成规模后，使用其产品。产品采用汽车运输，运输道路现状较差，将来施工过程中，半幅通车对材料运输影响较大，需进行材料储备。2.砂料店前河中砂料储量较大，料源丰富，但直接开采的砂料细度不能满足设计要求，需对砂料进行二次加工（加筛），影响到砂场的产量，为保证施工过程中的材料供应，我施工单位已联系附近其他砂场，若材料供给不足，随时进行调配，材料汽车运输
33、，运输条件较好，运距较近。3.水泥湖北华新水泥和怀宁县海螺水泥，品质优良，所产产品广泛用于公路、水利、工业与民用建筑，可作为本项目主要水泥供应厂家。根据对两家工厂的现场调查，选用湖北华新水泥（武穴）有限公司生产的“华新堡垒”牌水泥，海螺水泥作为备选。水泥采用汽车运输，运输道路现状较差，将来施工过程中，半幅通车对材料运输影响较大，需进行材料储备。4.木材主要产于沿线各林场，可供应松木、杉木、毛竹等原木、锯材，汽车运输，运输条件较好。材质良好，可广泛用于桥涵、防护等构造物的模板，施工脚手架等。5.水本标段水资源分布不均，临河路段工程用水可以直接取自沿线河流和水塘，地势较高的路段工程用水采用洒水车或
34、罐车运输。6.电力沿线电力线、网分布较齐全，施工时与有关部门协商后可就近利用。拟在徐良和店前拌和站各接一台100kw的变压器。并根据施工需要，配备2台80kw和1台12kw的柴油发电机，保证停电时，关键工序的正常施工。1.1.5主要技术标准本合同段公路等级为四级，设计时速20km/h。路基平均宽度为6.5m，路面宽度6m，两侧路肩各宽0.25m，店前街道路基宽度为12m，路面宽度10m，两侧路肩各宽1m，路面设2横坡，路肩设4横坡。对曲线半径小于250m的弯道，根据现场调查确定是否加宽及加宽宽度。最大超高设置为2%，超高渐变率不大于1/100，部分反向曲线对接且曲线长度较小，无法设置超高缓和段
35、的弯道不设超高。主要技术指标表序号项 目主要技术指标规定值采用值1计算行车速度（Km/h）20202路线缓和曲线最小长度（m）2016.343最小平面曲线半径（m）1515最大纵坡（%）9%10%最小竖曲线 半径（m）凸形100250凹形1003003路基宽度（m）6.56.5路幅横向布置行车道（m）6.06.0土路肩（m）0.250.254路面水泥砼路面24cm，设计年限20年5设计洪水频率路基小桥及涵洞1/251/25大、中桥1/1001/1006桥面净宽（m）大桥-净11.0m中、小桥-7设计荷载公路-II级平面主要技术指标项 目技 术 指 标备 注平均每公里交点个数11.174平曲线最
36、小半径（m/个）15/2最小半径满足15km/h标准平曲线最大半径（m/个）11000/1最大夹直线长度（m）514.526平曲线占路线总长59.266%纵面主要技术指标项 目技 术 指 标备 注最大纵坡 10%满足路线规范9%+1%标准最小纵坡0最大坡长405m最小坡长60m满足路线规范最小坡长标准凸形竖曲线最大竖曲线半径20000/1最小竖曲线半径250/1满足路线规范最小半径标准凹形竖曲线最大竖曲线半径20284/1最小竖曲线半径300/1满足路线规范最小半径标准竖曲线占线路总长62.513%1.2主要工程数量序号工程名称单位数量备注1路基防护2964mM7.5浆砌片石m310162砂砾
37、垫层m32803M10.0砂浆抹面m2423M10.0砂浆勾缝m229挖基m35454回填土m3120042边坡防护309mM7.5浆砌片石m3339砂砾垫层m332M10.0砂浆抹面m2155M10.0砂浆勾缝m2933路面工程27000m混凝土路面1000m2161.7稀浆封层1000m2169.3水泥稳定土基层1000m2189.8挖除老路面面层1000 m241.1挖除基层1000 m215.7挖路肩m32203路肩回填1000m214.730缩缝传力杆kg467412胀缝支架钢筋kg342630胀缝传力杆kg284214拉杆kg28047M7.5浆砌片石硬化路肩m324272cm厚M
38、7.5砂浆抹面m2117584路基排水工程26957m开挖土方m319959C25砼m31698钢筋kg642512钢筋kg8826主要工程数量表主要工程数量表M7.5浆砌片石m3132775钢筋砼管涵149.6m14道C30管身m348b5冷拔钢丝kg1624R235级钢筋kg1706C15混凝土m3174基础、墙身M7.5浆砌片石m371铺砌、隔水墙、锥坡挖基土方m31296回填砂砾m314256钢筋砼盖板涵44.33m4道C30砼m314钢筋kg1062C20砼m3157涵身、基础C15砼m336洞口墙基、墙身M7.5浆砌片石m387铺砌、隔水墙、锥坡挖基土方m3183回填砂砾m3201
39、7老涵洞维修370.16m33道C15砼m3169洞口墙基、墙身M7.5浆砌片石m3401铺砌、隔水墙、锥坡8平面交叉工程（重要型）3处混凝土路面1000m21.95稀浆封层1000m22.1520cm厚水泥稳定碎石基层1000m22.3415cm厚级配碎石1000m22.81钢筋kg4452挖方m3703填方m3914M7.5浆砌片石硬化路肩m3659平面交叉工程（一般、简易型）34处混凝土路面1000 m20.45揭除10cm厚沥青路面1000 m22.44主要工程数量表18cm厚级配碎石1000m20.53钢筋kg921挖方m3743填方m3966M7.5浆砌片石硬化路肩m31910老桥
40、维修加固18cm厚水泥稳定粒料1000m20.14C30砼m312钢筋kg3731C40防水砼m327填石灰土m356揭除老桥面m31411安保设施警示桩根16加强型警示桩根16道口标柱根140C15砼警示桩基础m3226交通标线热熔型m22405交通标线常温型m25024墙垛型护栏m68拱型护栏m851反射器个22公里碑个25百米桩个223界碑个247山体削坡m3354012交通标志D1支架及基础套18D2支架及基础套12F2支架及基础套1材板总面积m218.41.3 工程特点、施工难点、重点1.3.1工程特点1、本工程为既有省道恢复和改建项目，需要半幅施工、半幅通行，施工作业面小，施工干扰
41、大，保证交通安全任务艰巨。2、根据实际路面状况调查，确定需要揭除面层或面层和基层，不能大面积展开作业。3、涵洞数量多，相对工程量小，施工投入增大，且需要半幅施工，造成施工难度增大，可能要进行交通封闭。4、半幅施工、半幅通行，人员、设备转场次数增加。1.3.2施工重点1、测量现场交桩结束后，首先对导线点进行复测联测，查明导线点确未破坏或挪动时，方能进行放样。如需恢复或加密导线点时，应严格按一级导线测量方法进行，计算与其相邻的导线点统一平差。当进行下一站放样时，必须对前一站所放中桩点进行至少两个点位复测。高程测量采用水准测量。施工时，水准点加密按GB12898-91三、四等水准测量规范及交通部颁公路路线勘测规程JTJ061-99的要求执行。2、试验从原材料到成品过程按照技术规范进行试验，以保证工程质量。3、桥梁、涵洞1）地基承载力满足设计要求，且沉降缝设在路基中心线和行车道外侧，防止不均匀沉降；2）振捣密实，做好养护措施，防止混凝土出现裂缝；3）结构物回填土要分层碾压密实，防止路面不均匀沉降开裂；4）做好防水措施，以免水渗入路基；5）结构物外观美观，无不平整、麻