m基础钢筋工程施工方案.doc
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1、stressed that promoting the comprehensive revitalization should focus on economic construction as the central focus with, pay special attention to grasp the implementation of five development concepts, deepening reform and promoting the all-round opening up, ensuring and improving peoples livelihood
2、, strengthen the construction of ecological civilization, five priorities, play development mix. To with new development concept measure work, and command action, and training cadres, in implement implementation new development concept in the looking for opportunities, and build highlights, and expa
3、nd advantage; to full deepening reform, break bound the aspects created vitality of system mechanism obstacles; to active advance full aspects opening, participation in the cast Russian Economic Corridor construction; to guarantees and improved livelihood, strongly won poverty battle; to strengtheni
4、ng ecological civilization construction, for sustainable development reserved space, for future generations left sky blue, and to green, and water clear of better homes. We must in-depth implement implementation new development concept, insisted to economic construction for Center, firmly caught dev
5、elopment this first priority, absorbed make construction, heart no distractions caught development, speed up development six big industry, in-depth implementation three big engineering, active create two big environment, out of a article quality more high, and benefits better, and structure more exc
6、ellent of transformation development of road. To strengthen ecological construction. On March 22, the deep restructuring examined and adopted the opinion on perfecting compensation mechanism of ecological protection, proposed to explore the establishment of diversified ecological compensation mechan
7、ism, progressive realization of forests, grasslands, wetlands and other areas of focus and key ecological function and other important regional ecological compensation coverage, the ecological advantages of the region will be further highlighted. We need to go green eco-building, as the essential po
8、licy, in strict accordance with the State of main function region construction requirements, careful implementation and Xiaoxing an mountains forest ecological protection and economic restructuring plan for the construction of sky blue, . Acts prohibited by picking up the remaining wells in standing
9、 timber. To focus on forest resource conservation, increase the acquisition and supervision of cold storage, no buy fruit, encourage support to leading enterprises, workers cooperatives as a unit, the contract management of forest resources, the rational protection and utilization of resources. To w
10、ork actively towards policy aimed from the level of the State Forestry Administration formulated regulations to protect forest resources as soon as possible to achieve law and regulation to protect forest resources. Should focus on forest fire prevention. Fire safety is the first priority西安电子科技大学48#
11、高层住宅楼基础钢筋工程施工方案陕西省第十一建筑工程公司基础钢筋工程施工方案一、 编制依据1、业主提供的结构施工图纸;2、钢筋混凝土结构施工规范及钢筋混凝土结构验收规范、钢筋连接规范及参照国标03G101图集进行施工。3、施工组织设计;4、项目质量控制计划及项目质量目标。二、 工程概况本工程为全现浇剪力墙结构,地下二层、地上二十六层、塔楼二层、抗震设防烈度为八度,剪力墙抗震等级为二级。129轴长39.6M,AP轴宽35.4M。面积约1500平方米。本楼主要使用的钢筋有:一级钢分别为:6、8、10mm二、三级钢分别为:10、12、14、16、18、22、24、25、28、32mm.钢筋连接形式有:
12、搭接接头、闪光对焊接头、电渣压力焊接头、墩粗直螺纹接头等四种接头形式。三、 施工准备1、劳动力准备根据工程的进展对作业队的定员人数要求如下:分类施工部位加工人员绑扎人员对焊工基础1550(30持证)2(持证)主体1240(30持证)2(持证)2、材料准备(1)专业工长提前进行钢筋的翻样,提出基础、各层各种钢筋的计划数量,提交有关人员审核。因本施工现场狭小,所以钢筋的进料只能分批分层进场,以层数为单位,以同厂,同炉号,同级别,同生产工艺,同规格分批进料。(2)检查验收(每60吨为一验收批,不足60吨亦按一批验收)以每层的钢筋量分规格各为一批验收。检查验收时,不光检查钢筋的数量规格、外观质量是否和
13、标志牌一致,还应看有无产品合格证、材质检验报告,并要收集整理交于资料员处存档。(3)钢筋在进场后要及时取样复试,合格后方可使用。取样方法、数量与试样长度如下表所示:(、级钢)试样直径mm试样根数拉力试样mm弯曲试样mm拉力弯曲6.5102210d+2005d+15012252210d+2005d+150(4)钢筋焊接件的检验A钢筋的闪光对焊:钢筋对焊时应在同一台班、由同一焊工完成的200个同级别、同直径钢筋焊接接头作为一批。当同一台班内焊接接头数量较少,可在一周内累计计算,累计的不足200个接头的按一批计算。班组应每天准确统计分规格钢筋的对焊数量,以确保焊接检验接头数量的要求。每一批钢筋焊接接
14、头切取3个拉力试样,3个弯曲试样,拉力试样长度为8d+200mm,弯曲试样为6.5d+150mm,接头两端长度均等。B电渣压力焊接头连接每种规格接头钢筋的接头试件不少于3根(每500个接头,同规格同材料),不足500个也作为一个验收批。 钢筋取样需由钢筋工长、取样见证人(甲方、监理代表)、现场质量员四方监督试验工共同取样,取样后由试验工与取样见证人共同将试样送往实验站检验,检验完毕后仍由试验工及取样见证人共同前往实验站取回实验结果报告单。报告单除试验工自留一份以外,应交给现场资料管理员一份作为存档资料。3、技术准备钢筋工程施工前,要编制科学合理的、有可操作性的技术交底书。并向操作班组进行口头及
15、书面交底。4、机械准备钢筋加工车间内配备二台弯曲机,一台调直机、二台切断机,离车间北(靠建筑物)3M设对焊机一台。在加工基础钢筋前应将各种机械调整就位、固定稳固。钢筋加工车间用钢管搭设防护棚,上铺一层竹架板,架板下盖石棉瓦,以确保施工人员的安全及雨天正常作业。机械及设施安排:钢筋调直机 一台 标尺台(9m)1个弯曲机 二台 工作台(7008500)1个切断机 二台 摇手扳6-10共4套 对焊机 一台 直口扳14、12各1个切割机 二台 工作台(4009000)1个直螺纹加工机 二台四、钢筋的加工钢筋的加工须先结合图纸及变更,核对钢筋配料单,无误后方可配料。1. 钢筋的连接钢筋采用闪光对焊时,要
16、求电压上下浮动不得超过5%,须焊接的钢筋两端头平纹部分对齐,接头无横向裂纹及明显烧伤,接头处的弯折角度不得大于3度,接头处的轴线偏移不得大于钢筋直径的0.1倍,且不得大于2mm,加工出的钢筋必须长度准确。为确保钢筋焊接质量,要求无论闪光对焊,电渣压力焊都必须是专业培训的持证上岗人员,电渣压力焊的质量要求同闪光对焊,各种连接接头都应按生产批量取样送试,试件合格后才能进行绑扎。2. 钢筋加工要求箍筋的弯钩角度135度,平直部分长度不小于10d;拉钩的加工一端做成1800,另一端先做成900,在绑扎好以后,再进行二次弯曲将900弯钩弯成1350。或配制成“S”形拉钩两端均为1350。钢筋加工完后应按
17、绑扎的顺序分规格将钢筋堆放整齐,并用标识牌进行标识,标识牌分两种:一种为总体标识,分梁,板,柱、墙四种。第二种标识牌具体用于工程位置的钢筋标识。四、 钢筋的绑扎1. 基础钢筋的绑扎:.本工程为下翻梁承台筏板基础,应先绑扎承台及承台梁地梁钢筋。再绑扎基础筏板钢筋。后插柱墙钢筋等三步的施工程序。.为了施工便利应在基础梁钢筋未绑扎之前先根据轴线尺寸用墨斗弹出基础筏板钢筋横向竖向1米控制线并按图纸要求的间距用铁红弹出基础底板筋分布间距线。.先绑扎基础承台钢筋再基础承台梁钢筋后地梁钢筋绑扎。.然后按设计要求由东向西铺放第一层南北方向筏板底筋,再由南向北摆放第二层东西方向筏板底筋,摆放时应将对焊接头错开摆
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