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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 .蓝汛天竺内容感知产业园项目土方、基坑支护、降水、CFG桩施工组织设计目 录一、 编制依据41
14、、 招标文件、设计图纸42、 主要规范、规程、标准43、 勘察报告6二、 工程概况71、 工程项目概况72、 场地工程地质、水文地质条件7三、 项目目标及重点、难点分析与对策111、 项目目标112、 重点难点分析与对策12四、 方案设计131、 支护设计方案132、 CFG桩地基处理设计153、 降水方案164、 设计说明16五、 土方挖运方案181、 施工条件与准备182、 土方挖运方案183、 马道收尾194、 出土量及挖土机械配备195、 应注意的质量问题206、 挖土安全保证措施207、 挖土环保措施20六、 总体策划与部署211、 施工总体策划212、 总体施工部署22七、 施工组
15、织及各分项施工方案251、 施工组织计划252、 加工、材料和施工场地部署353、 施工测量364、 土钉墙施工方案385、 CFG桩施工方案406、 降水施工专项方案437、 监测方案468、 清理及移交489、 与总承包接口4810、 工程应急预案4911、 潜在事故危险性分析5212、 紧急处理措施5313、 施工过程中可能出现问题的预防措施及处理办法55八、 质量保证体系及措施561、 质量管理体系的总体要求562、 工程质量目标583、 项目质量管理体系584、 质量管理职责595、 质量管理制度606、 质量管理程序617、 质量检测设施及方法628、 确保工程质量的保证措施659
16、 、分项工程质量保证措施71九、 施工进度计划保证措施731、 确保进度计划的组织措施732、 确保进度计划的管理措施753、 确保进度计划的技术措施774、 确保进度计划的材料与经济措施775、 施工进度计划保证措施80十、 雨季施工方案851、 总体要求852、 各分项施工具体要求853、 雨季施工防护措施86十一、 安全施工措施及环保方案911、 安全施工管理体系912、 施工现场安全管理措施943、主要分部分项工程安全技术措施984、 环保管理体系及措施1025、噪音的控制1046、消防保卫措施104十二、 同业主和设计、监理单位的工作协调1071、工程项目的协调工作1072、树立为业
17、主服务的意识，积极、主动、优质、高效地为业主服务109十三、文明施工措施1101、现场场容管理方面的措施1102、现场机械管理方面的措施1103、现场生活卫生管理的措施1114、施工现场文明施工措施111十四、应急预案1121、应急机制小组1122、应急救援队伍1123、应急小组激活时间1124、重大事故应急措施1125、基坑监测控值1136、基坑变形监测114附 图：1、施工进度计划横道图2、土方开挖平面图3、马道收尾示意图4、基坑支护Four outstanding works. They are derived from their own inner feelings. I also
18、sent a student to attend the class Department speech contest, failed to get a good 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
19、 the bedroom, we use the brush brushes a bedroom again. For the class out of a force. 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 ach
20、ieved, thanks to the concern and support of the Department, thanks to instructor teachers 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,
21、with a view to achieving greater results. Five declarations of good party branch branch 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 r
22、ailway, heavy, poor conditions of disadvantage, the branch closely around the construction 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 a
23、t all levels. Since October last year since the project began, Headquarters Branch 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 har
24、d, dare fight of spirit prepared, while requirements all members lead, encouraged colleagues 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 fightin
25、g fortress role and members of pioneer model role. Since its start, I command under 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 member
26、s, actively working. In command personnel less, and task heavy of situation Xia, all 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
27、 guarantees and the management work, in engineering progress, and quality, and benefits, 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 a
28、nd cadres are silent on the command, the exemplary role of party members and cadres 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, .115编制依
29、据本工程施工组织投标方案依据国家现行规范标准，以及业主提供的岩土工程勘察报告、施工图、其他资料等编制而成：招标文件、设计图纸项目施工招标文件及补充文件总平面图基础开槽平面图CFG桩设计图基坑支护设计图降水设计图主要规范、规程、标准2.1建筑施工规范序号名称编号1建筑地基处理技术规范JGJ79-20122建筑基坑支护技术规程JGJ 120-20123建筑桩基技术规范JGJ94-20084建筑基坑工程监测技术规程GB50497-20095混凝土结构工程施工质量验收规范GB50204-20026建筑地基基础工程施工质量验收规范GB50202-20027锚杆喷射混凝土支护技术规范GB50086-200
30、18土层锚杆设计与施工规范CECS22-909基坑土钉支护技术规程CECS96-9710岩土工程勘察规范GB50021-200911建筑地基基础设计规范GB50007-201112北京地区建筑地基基础勘察设计规范DBJ01-501-200913建筑与市政降水工程技术规范JGJ/T111-9814基桩低应变动力检测规程JGJ/T93-9515建筑基桩检测技术规范JGJ106-200316建筑施工测量技术规程DB11/T446200717工程测量规范GB50026-200718建筑工程施工质量验收统一标准GB50300-200119混凝土结构设计规范GB50010-201020钢筋焊接及验收规程J
31、GJ 18-201221钢筋焊接接头试验方法JGJ/Tl40-201222建筑基坑支护技术规程DB11/489-200723建筑工程施工现场安全资料管理规程DB11/383-200624建筑工程资料管理规程DB11/T 695-20092.2 安全文明施工规范序号规范规程名称规范规程编号1建设工程施工现场供用电安全规范GB50194-932施工现场临时用电安全技术规范JGJ46-20053建筑施工高处作业安全技术规范JGJ 80-914建筑施工安全检查标准JGJ 5920115建筑机械使用安全技术规程JGJ 3320126北京市建筑工程施工安全操作规程DSJ01-62-20027绿色施工管理规
32、程DB11/513-20088建设工程施工现场消防安全技术规范 GB50720-20112.3 相关文件序号名称编号1北京市建筑工程施工现场安全防护标准京建施20031号2北京市建设工程施工现场管理卫生标准京建施20032号3北京市建设工程施工现场环境保护标准京建施20033号4北京市建设工程施工现场消防保卫标准 京建施20034号5北京市建设工程施工现场生活区设置和管理标准京建施20033826北京市建设工程施工降水管理办法京建科教20071158 7北京市建设工程施工降水管理办法实施细则京建科教2008928危险性较大的分部分项工程安全管理办法建质200987号）9北京市实施规定京建施（2
33、009）841勘察报告名称编号蓝汛天竺内容感知产业园项目岩土工程勘察报告工程编号：2013勘122工程概况工程项目概况拟建项目位于北京市顺义区天竺综合保税区三区A-05-地块。主要功能将包括办公用房、生产厂房。建设内容及规模：建设厂房及配套用房。该项目占地面积34676.67平方米，总建设规模大概81344.68平方米；控制高度：30米由蓝汛欣润科技（北京）有限公司筹建。拟建建筑物类型及设计要求如下表所示。拟建建筑物概况表建筑名称层数高度（m）室内0.00基础埋深结构形式基础形式1号感知中心地上2层，地下1层10.8033.50-8.0框架结构筏板基础2号建筑(10000A厂房)地上5层，局部
34、地下1层28.7033.40-6.50框架结构独立基础3号建筑(10000B厂房)地上5层，地下1层28.7033.40-6.50框架结构筏板基础5A、5B号建筑(6000厂房)地上5层，地下1层28.7033.40-6.50框架结构筏板基础6A、6B号建筑(8000厂房)地上5层，地下1层28.7033.40-6.50框架结构筏板基础7A、7B号建筑(6000厂房)地上5层，地下1层28.7033.40-6.50框架结构筏板基础8号建筑(8000厂房)地上5层，地下1层28.7033.40-6.50框架结构筏板基础场地平整后地坪标高32.25-33.55m。根据甲方招标文件要求，本次工程地基
35、项目招标范围包括边坡支护、地基处理CFG桩、土方挖运、降水等工程的设计与施工。场地工程地质、水文地质条件2.1工程地质条件场地地貌单元属于潮白河冲洪积扇的中部。场地东部堆积工地弃土，厚度约0.54.0m，钻孔地面标高为32.3235.66m。2.2 地基土层 根据本次现场钻探地层揭露、原位测试及土工试验成果，按照各地基土层的岩土工程特性，将地层分为4大层：层为人工填土层；层为一般第四纪沉积土层。2.2.1 人工填土层a. 粘质粉土填土：褐黄色，松散稍密，稍湿，含少量砖渣、植物根等，局部夹少量粉质粘土。上部为新近堆积的工地弃土。本大层厚度为0.504.30m，层底标高为30.9633.12m。b
36、. 杂填土1：杂色，松散稍密，稍湿，以碎砖、灰渣、碎石为主，含少量粘质粉土。层厚0.402.70m。2.2.2一般第四纪沉积土层a. 粘土：褐黄灰色，很湿，软塑可塑，含少量云母、氧化铁，局部夹砂质粉土粘质粉土1、粉砂2、粉质粘土3薄层及透镜体。本层厚度为7.0010.0m，层底标高为21.9324.95m。b. 砂质粉土粘质粉土1：浅灰色，局部褐黄色，中密密实，稍湿湿，含少量云母、氧化铁。本层厚度为0.304.40m。c. 粉砂2：褐黄色，局部灰色，很湿，中密，主要成分为长石、石英等。本层厚度为0.502.50m。d. 粉质粘土3：褐黄灰色，很湿，软塑可塑，含少量云母、氧化铁。本层厚度为0.2
37、02.00m。e. 粘土重粉质粘土：灰色，很湿，可塑，含少量云母、氧化铁，局部夹粉质粘土1薄层及透镜体。本次钻探部分钻孔未钻至本层层底，钻探揭露本层厚度为3.909.80m，揭露最低标高为14.1118.72m。f. 粉质粘土1：灰色，很湿，可塑硬塑，含少量云母、氧化铁。本次钻探部分钻孔未钻至本层层底，钻探揭露本层厚度为0.502.70m。g. 粉细砂：灰色，局部浅灰色，很湿，中密，主要成分为长石、石英等，局部夹粉质粘土粘质粉土1、粘土2、砂质粉土3薄层及透镜体。本次钻探部分钻孔未钻至本层层底，钻探揭露本层厚度为0.408.40m，揭露最低标高为7.3215.66m。h. 粉质粘土粘质粉土1：
38、灰色，很湿，可塑，含少量云母、氧化铁。本次钻探部分钻孔未钻至本层层底，钻探揭露本层厚度为0.401.80m。i. 粘土2：灰色，很湿，可塑，含少量云母、氧化铁。本次钻探部分钻孔未钻至本层层底，钻探揭露本层厚度为1.201.80m。j. 砂质粉土3：灰色，密实，湿，含少量云母、氧化铁。本次钻探部分钻孔未钻至本层层底，钻探揭露本层厚度为0.200.60m。各地基土层分布见“工程地质剖面图”，及物理力学性质指标统计表。2.2水文地质条件勘察期间，在钻探深度25.00 m深度范围内观测到三层地下水。第一层地下水类型为潜水，水位埋深5.908.90m，水位标高25.5427.13m；第二层地下水类型为层
39、间潜水，水位埋深16.0018.80 m，水位标高14.9917.24 m；第三层地下水（仅25#孔揭露）类型为微承压水，水头距地面的距离为23.60m，水头标高9.00m。潜水年变幅为2.03.0m，微承压水年变幅为2.04.0m。各钻孔地下水水位埋深及标高具体见表4。根据我院在该地区地下水位资料，本场区历年最高地下水位接近自然地面，近35年最高地下水位标高约为28.50m。表2 各钻孔地下水水位埋深及标高一览表孔号孔口标高水位埋深/m水位标高/m第一层第二层第三层第一层第二层第三层132.847.316.825.5416.04232.867.217.125.6615.76332.796.9
40、17.825.8914.99432.716.426.31532.896.217.226.6915.69632.666.217.326.4615.36732.716.526.21832.826.526.32932.836.726.131133.596.527.091233.006.526.501333.196.526.691633.056.517.126.5515.951733.596.726.891833.626.726.921932.986.417.226.5815.782134.317.526.812232.916.317.326.6115.612335.068.926.162435.63
41、8.527.132532.616.323.616.309.002632.8216.915.922732.8116.216.612832.9416.116.842934.4518.615.853035.0718.816.273133.541716.543235.1417.917.243334.8618.116.763433.006.117.026.9016.003532.6516.516.153632.7116.216.513732.7816.815.983832.905.927.003934.1417.516.644033.6216.517.124133.5816.716.884234.741
42、8.416.344334.8117.916.914532.3216.016.324632.7416.116.644732.7516.016.754932.4916.016.495032.5016.116.405132.8116.216.615232.6916.016.395332.6016.715.905432.666.725.96根据水质分析结果，拟建场区内地下水对对混凝土及钢筋混凝土结构中的钢筋均有微腐蚀性。场区内未见不良地质作用,在地震设防烈度为8度时，不存在饱和砂土、粉土的震动液化问题，建筑场地类别为III类。具体岩土工程条件详见拟建工程岩土工程勘察报告。项目目标及重点、难点分析与对策
43、项目目标质量目标：合格。质量达到建筑地基与基础工程施工质量验收规范的合格标准同时满足招标文件，技术规范及图纸要求。进度目标：施工时间为2014年4月10日至2014年5月30日，确保50天工期目标。安全目标：杜绝重大伤亡及火灾、机械事故，轻伤频率控制在千分之三以下。文明施工目标：文明施工，避免由此引起民扰，影响工程进度。为向业主交付一个满意精品工程，我公司将在施工方案、质量保证体系及措施、施工进度计划及保证措施、施工现场布置、消防、节水节能、扬尘污染控制措施、劳动力、主要材料设备、施工机械的投入计划、安全施工措施及环保方案等方面做出如下策划。业主：以服务为主，积极为业主着想，向业主交付一个合格工程；设计：严格执行设计意图，积极与设计沟通，把问题解决在施工前，保证工程质量；监理：绝对服从监理的指令，积极配合监理，