九、混凝土施工方案

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1、videoconference, Secretary of the provincial Committee of Xia Baolong stressed: this year is the five water treatment 357 timetables for three years to resolve outstanding issues, obviously worked, victory of the year. The Countys departments at all levels must firmly establish the guanghui is gold

2、and silver green development concept, convinced that Castle is not relaxed, always maintaining strategic ability and strong determination to improve the environment, consistently playing well five water treatment of winning the war, ever-higher levels of comprehensive well-off society was built. (A)

3、 lay the sewage uphill battle. This year we will river water quality improved at the county level, up to five this basic objective grasp of pollution control that focus, with the focus on three things: a good job, clear rivers reaching the County created. Organization look back special inspection, t

4、he County garbage River, black and odorous River is Dragnet investigation, timely rectification of problems found in place firmly to prevent river pollution rebound. In accordance with the one-stop strategy, improving the inferior five water quality monitoring stations work this year to ensure the E

5、limination of 1 provincial control, five water quality section 3 municipalities controlled deterioration, ensure the creation this year of clear rivers standards. Second, pay special attention to pollution-cutting construction of nanotubes. Intercepting nanotubes are the basis of pollution of water

6、source engineering, engineering, matter of success or failure of water management. Urban sewage treatment, to improve effluent from sewage treatment rate, running accuracy, compliance requirement, speed up the towns support network construction, is focusing on nanotubes home last meters question. Do

7、mestic sewage treatment in rural areas, this year is the final year of the three-year action, determination to fight and the momentum around, ending the battle on which fully to ensure the realization of all County 648 formed village coverage. Also, be sure to attach importance to focus on rural dom

8、estic wastewater treatment facility operation and management, ensure that wastewater treatment facility up and running, role play, avoid the Sun problem. Third, pay special attention to the River Lake pond desilting operation. Provinces now have focused on pollution control of water go to dig up mud

9、, as the deepening water of this years plays. Next, to jump-start an investigation line touches work, implementation plan according to the priorities and the programme of work, in accordance with the one river one policy requires detailed cleaning, dredging plan, planning ahead of time cleaning out

10、mud way out, according to local conditions to do sludge, promote scientific resource utilization of silt and mud. (B) the heavy regulation of heavily polluting industries. Pollution of water must grab the source, wastewater is primarily the source of backward production capacity, increase the intens

11、ity of混凝土工程施工方案1编制依据1.1 施工图纸图纸名称图纸内容工程号归档日期设计单位海军住宅小区工程图纸结施1、4、9北京中天建中工程设计有限责任公司1.2 主要规范、规程序号规范、规程名称发布日期施行日期 规范规程编号1混凝土结构施工质量验收规范2002.3.152002.4.1GB50204-20022混凝土泵送施工技术规程1995.2.271995.1.1JGJ/T10-951.3 施工组织设计施组名称编制日期编制人海军离退休老干部小区住宅工程组织设计段宁1.4 工程概况序号项目内容1工程名称海军离退休老干部小区住宅工程组织设计2工程地址北京市丰台区靛厂村、金家村3建设单位北京

12、晟世达房地产公司4设计单位北京中天建中工程设计有限责任公司5监理单位北京市XXX建设监理公司6监督单位北京市丰台区质量监督站7施工单位中联鸿华建筑工程有限公司8基本情况工期质量目标2年结构长城杯、竣工鲁班奖9工程概况建筑规模占地面积建筑面积层数建筑檐高建筑功能住宅结构类型剪力墙垫层100mm厚混凝土强度等级C15底板厚1200混凝土强度等级C40。抗渗等级1.2MP墙体地下室外墙厚400、550,混凝土强度等级C40,抗渗等级1.2MP;内墙200、250、300、450柱方柱、圆柱顶板厚250mm、厚100mm基础形式筏板基础1.5 各部位混凝土具体情况序号结构部位强度等级抗渗等级1地下部分

13、基础垫层C152基础底板C401.2MP3外墙、边柱C401.2MP4主楼内墙、柱C405裙房梁、板、柱C356主楼梁、板C357地上部分13层楼板以下主楼梁、板、柱、剪力墙C358裙房梁、板、柱C359主楼梁、板C35103层楼板上4层主楼梁、板、柱、剪力墙C3511裙房梁、板、柱C3512513主楼梁、板、柱、剪力墙C35131416主楼梁、板、柱、剪力墙C4014填充墙得圈梁、构造柱C2015汽车坡道C352施工部署 本工程全部采用商品砼,先施工墙、柱分项,后施工梁、板分项,柱、梁、板、墙体采用泵送。 地下室全部采用汽车泵浇筑。HBT-60泵分别置于基坑主楼筒体部分,泵管随结构施工同步升

14、高,与顶板用架子管顶牢并加固。泵送混凝土最大高度为65.4m。 根据施工工序及工期安排,混凝土浇筑尽量安排在白天进行,若混凝土浇筑量较大,白天不能浇筑完成又不能留置施工缝时,现场管理人员分成两班,每班12小时,各专业有关领导及施工人员跟班作业,负责检查,同时做好各方协调工作。主要机具准备:规格单位数量单耗量(KW)总功率(KW)备注塔吊36B台2ZN-50型振捣器台241.126.4平板振捣器台62.213.2铁锹把40铁抹子个40木抹子个40HGY13布料杆台2IPF-100型泵车台21734排量100m3/hHBT-60地泵台23施工方法3.1 准备工作3.1.1 钢筋得隐检工作已经完成,并已核实预埋件、线管、孔洞得位置、数量及固定情况无误。3.1.2 模板得预检工作已经完成,模板标高、位置、尺寸准确符合设计要求,支架稳定,支撑和模板固定可靠,模板拼缝严密,符合规范要求。3.1.3 由商品混凝土搅拌站试验室确定配合比及外加剂用量。3.1.4混凝土浇筑前组织施工人员进行方案得学习,由技术部门讲述施工方案,对重点部位单独交底,设专人负责,做到人人心中有数。3.1.5 浇筑混凝土用架子、走

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