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1、Page 1 / 7 1、控制规范 CONTROLLING SPECIFICATION 1.1 客户规范 Clients Specification.1.2 合同文件 Contract Document1.3 设计施工图纸 Design Drawings 220 米烟囱外筒结构施工图册 F151S-T0315， 220 米烟囱内筒、内部钢平台及屋面施工图册F151S-T0316， 220 米烟囱钢梯施工图册 F151S-T0317F151S-T0315：Structure of Exterior Shell for 220m Chimney F151S-T0316：Inner Steel Fl
2、ue、Interior Steel Platform and Roof of 220m ChimneyF151S-T0317： Steel Ladder of 220m Chimney 2、工程概况 General introduction2.1 工程概况 General introduction0 米高程相当于绝对标高 377.50 米。烟囱外筒为钢筋混凝土结构，高度为 216m。筒壁0.00m 直径为 20.00m，出口216.00m 直径为 11.00m。外筒60.0m 以下筒壁外半径随高度的增加按 4%的坡度减少，壁厚在 700600；外筒60.0m 160.0m 筒壁外半径随高度的增
3、加按 2%的坡度减少，壁厚在 550400；160.0m 以上外筒壁为直段，壁厚在 350300。Relative height 0.00m of chimney corresponds with absolute elevation 377.50m. The exterior shell of the chimney is RCC structure with the height of 216m. The diameter of 0.00m of the shell is 20.00m,and the diameter of the exit at the height of 216m i
4、s 11.00m. The outer radius of the shell below the height of 60.0m will be decreased by 4%of the grade of slope with the increase of the height and the thickness of shell here is between 700mm to 600mm, while, the outer radius of the shell wall at the height between 60m to 160m will be decreased by 2
5、% of the slope degree with the increase of the height and the thickness of shell here is between 550mm to 400mm. Above the height of 160m shell is straight, and the thickness of shell is between 350mm to 300mm.2.2 主要工作量 Main quantity砼 Concrete M35：4906m 3 钢 筋 Rebar：580t钢结构 Steel structure：160t航空色标 A
6、viation mark：5830m 23、资源配置 Resource arrangement3.1 劳动力组织 Labor Arrangement劳动力安排计划表 Labor Arrangement Schedule 序号NO.工 种Type of work人数Amount备 注Remarks1 木工 carpenter 24 模板安装、拆除等 Shuttering erection and removal2 钢筋工Rebar erection worker 12 绑扎钢筋 Rebar erectionPage 2 / 7 3 砼工 concreting worker 4 浇筑混凝土 Con
7、creting4 瓦工 Masons 2 收面，施工缝处理Finishing and treating construction joint5 机械操作工Mechanician 8 机械操作、维修Repairing and operating machines6 电工 electricians 2 电气安装维修Electric installation and repairing7 焊工 welders 8电渣焊、钢结构加工安装等installation and fabrication of steel structure and electro-slag welding8 起重工 lifti
8、ng workers 2 钢筋及其他材料吊运 lifting rebar and other material9测量、试验Surveyors and test controllers2 放线、试验 setting out and experiment10 普工unskilled worker 10 配合 cooperation合计 total 743. 2 机具配备计划 Machine and equipment schedule序号S/N名称Description规 格Specification数量Qty施工阶段Purpose1 液压提升装置Hydraulic lifting device
9、YT-16 1 平台提升、垂直运输Platform lifting, vertical transportation2多用木工刨床multi-purpose carpenter planer1 筒身施工 construction of chimney shell3 角磨机 Angle grinder 10 筒身施工 construction of chimney shell4 电渣焊机Electro-slag welder GSH-630 2 钢筋焊接 steel welding5 砂轮机 rotary sander D400 1 筒身施工 construction of chimney sh
10、ell6逆变电焊机Reversible electricitywelding machine2 筒身施工 construction of chimney shell7 潜水泵submerged pump 50 施工排水 construction drainage8 振捣棒 vibrating spear D50 8 筒身施工 construction of chimney shell9 水准仪 water level经纬仪 theodolite 各 1台 测量放线、沉降观测10 火焊 welder 2 套 筒身施工 construction of chimney shell11 手推车 tro
11、lley 6 辆 砼运输 transportation of concrete12 翻斗车 tipper 辆 no. 2 运输 transportation13 对讲机 intercom 对 pair 4 通讯联系 communication14 移动配电盘mobile distribution plate 个 piece 3 移动照明、震动棒 mobile illumination vibrating spear15 混凝土搅拌站concrete mix plant 30 站30 cum 1 混凝土拌制 create concrete16 混凝土拌合机concrete mixer 8cum
12、1 备用 StandbyPage 3 / 7 3.3 主要材料计划：Critical material schedule品 名product name数 量quantity品 名product name数 量quantity品 名product name数 量quantity钢 筋 Rebarl 570T 脚手架钢管Scaffolding pipes 60t 铁丝（#22）iron wire 4t电焊条electrode welding rod2T 铁丝（#12）iron wire 3t 顶托support 120 个普硅水泥 OPC 2500t 型钢 Section steel 5T 脚手片
13、 caffolding accessories 400 张泵送剂Addmixture 20T定型钢模板Typical shuttering 600m2 木 材 timber 25m3中 砂 Sand 2500 m3 扣 件fastening piece 25000 颗 密目安全网 Safety net 500碎石Aggregate（520）5000m3 12 螺栓Bolts 5000 套3.4 施工场地 Construction site烟囱施工区域平面布置应结合周围建、构筑物的施工进度及厂区临建设施进行统筹安排，烟囱安全警戒区内建、构筑物在施工进度上应避开烟囱外筒施工工期。The layou
14、t of the chimney construction area should consider the construction progress of the nearby buildings and the temporary construction facilities in plant. The construction progress of the buildings in the security alerting area should avoid the construction period of the chimney out shell.烟囱零米筒壁外围 30m
15、 区域范围内为施工安全警戒区。危险区域界线处应设围栏，并悬挂安全警示牌。We take the area coverage of 30m around the bottom of the chimney as the construction secured area. We should build fence around the dangerous area, and set up safety signs.4、施工技术措施 Construction Methodology烟囱工程采用翻模工艺施工本烟囱，筒壁分段施工，每一施工段高度为 1.5m。每一施工段筒壁的高程、半径、壁厚等见附表2
16、20m 烟囱钢筋混凝土外筒施工分节计算表。This chimney construction adopts the turn-over shuttering, and the construction of the shell is divided into several segment with each height of 1.5m. the level, radius and thickness of shell in each section can refer to the appendix- Sectionalizing schedule for the RCC shell construction of the 220m chimney.4.1 施工测量 Construction measurement 4.1.1、烟囱中心控制 Chimney centering利用烟囱的测量控制点，放出烟囱中心控制点于吊笼地坑内，并在烟囱中心的埋件上作
