塔吊吊运施工方案

important, pay close attention to the work of attracting 400,000 tons of active lime production line put into operation, 30 MW photovoltaic grid-connected p2ower generation projects under construction in agriculture, 110,000-volt substation, modern fruit production base construction in County coal mine well, Chi ski the second phase of the project completed and put into use. Especially the United States city of culture and physical commodities and agricultural products wholesale market in full swing, has greatly boosted the County relies on rich resources advantages and unique channel, adj2ust the economic structure, promote the transformation and upgrading of the faith. Travel fusion significantly accelerated pace. Commissioned high quality design, landscape design for high starting point to prepare, Dayun Temple axis project was basically completed in the core area, excavated in 1964 fosheli 50 return residential service, into a . Accurate poor finishing as top priority, continued to pay special attention to livestock, fruits, vegetables and other leading industry based on adjusting measures to local conditions to develop the oil with peonies and mountain Walnut 7800 acres, formed a dominant, diverse patterns of industrial development to increase and broaden the way of mass poverty. Im2proved basic conditions. Implementation heihe southern and jade are North mountain masses overall relocation, construction placed District 5 a; implementation black lianghe SHC tablets with two longitudinal two cross Road Engineering 40.5 km, built pass Xiang pass village oil (cem2ent) 21 Article 132 km, formed has five longitudinal six cross of County Xiang network system; implementation dangerous transformation, and tap water households, and agricultural network line transformation, project, masses production life conditions obviously improved. Improve public services. Integration of finance, poverty reduction, transportation, water conservancy, agriculture and animal husbandry projects, such as capital of 150 million Yuan, and issued special loans of 180 million Yuan. New conversion activities at village level 24, clinics, 31 kindergartens, teaching 11, scratch built the village stage 24, new day care centres for the elderly, 22 built Merchant Services site 47, equalization23 of poverty of rural public service levels improved significantly. Third, focusing on integrated catch, and urban and rural construction levels continue to improve. Adhere to the North spread westward extension to the East in both old town rebuilding and new district development synchronization, advance construction of key projects, urbanization presents more breakthroughs, regional forward momentum. Adhere to the preparation of the revision and implementation of urban and rural planning. Revision of fourth round of planning, high standard complete County and 57 individual planning, improved planning, rigorous planning enforcement, focus on building demolition, construction issues have been effectively curbed. Urban development persist in new construction and renovation to enhance both.北京市质量技术监督局职工住宅楼工程塔吊吊运施工方案一、工程概况1.1本工程0.000以上1-20层结构墙体施工模板采用厂家制作定型大钢模施工。顶板采用碗式扣件支撑体系100*100与100*50方木及竹胶板搭设。1.2钢模厂为河北省唐山模板厂。厂家设计、制作了定型大钢模板、阴阳角模板、防护支挂架、穿墙螺栓与支腿，具体设计详见厂家设计图。1.3施工流水段配制情况。每层分为四个施工段：基本上以本工程南北与东西中心线为界设置，西南方为I段、西北方为II段、东南方为III段、东北方为IV段。I、III段为一套模板，II、IV段为一套模板共220余块，1500多平方米。1.4塔吊使用QTZ630型，臂长50m，满足施工高度和楼层吊装要求。塔吊单位为北京四维建筑机械租赁有限公司，塔吊制造商山东省烟台市建设机械厂。1.5塔吊吊装时间：2003年12月-2004年6月1.6本工程标准层2.8m，地上21层，室内外高差1.2m，建筑高度为62.3m。1.7吊运物资：钢筋、大钢模、木料、竹胶板、支撑物件、管材、渣土、少量砂浆与砼等。二、吊装施工方案2.1吊塔安装2.1.1择优选用有营业执照、资质、塔吊验收与年检、拆装资质证件齐全，塔司取得上岗证的单位承担吊运施工。及时与选定单位签定合同及安全管理协议书。2.1.2塔吊单位应设计基础图纸、施工方负责基础施工。2.1.3塔吊单位负责对塔吊基础进行验收签认。2.1.4基础验收合格后，塔吊单位负责安装和拆卸。2.2塔吊的运行施工2.2.1安装验收试运行合格后，方能进入正式施工。2.2.2由施工方配备具有上岗证的信号工负责指挥调度。2.2.3塔吊的顶升、正常维修保养和故障排除均由塔吊方负责及时保障。2.2.4塔司严格执行“塔式起重机安全规程”GB5144-1994。2.2.5吊运重量限制控制在“液压自升塔式起重机简介”中起重特性曲线之内。一般情况下，限重为 2T。2.2.6回转限制要求：本工程北侧为质监局办公楼，塔吊向北侧转向限制措施要绝对可靠，不得因向北转向时碰撞损坏质监局办公楼建筑。2.2.7吊索钢丝绳要求：10层以下为16，10层上为20。2.2.8吊索载料要求：钢筋、方木、竹胶板、管材等长料都要放在底有垫木上，堆放整齐;螺栓杆、钢筋头、砂浆、砼、施工渣土等散物料都要放在牢固结实的容器内。吊索必须是两根四钩环，不准单根吊索运载。2.2.9角模与2m钢模可以双块同吊运行，其他物资要单块单堆、单容器吊运。每吊重量限制在2T以下。2.2.10钢模吊运要求： 安装时吊运。钢模清理、保养、刷隔离剂。经检验，吊索勾挂牢固，吊勾闭锁到位，人工扶拉平稳，入模位置放线，清扫完毕，提升落吊要轻提快升，快落缓放，钢模基本就位后脱钩要迅速。以此来提高运速加快施工进度。 拆模时吊运：挂勾闭锁到位，待钢模螺栓拆卸完毕后，模板面脱离墙体，要轻提快升、快落缓放，到达存放地，放置达60度倾角时摘勾。二层以上室内拆模需在卸料平台上码放整齐，堆进容器内吊运。三、大宗物料堆放场地平面布置3.1大钢模存放地。本工程西侧15m外侧和南侧详见平面图。3.2钢筋堆放地。本工程西侧3m外侧，详见平面图。3.3木料存放地。本工程西北角和东侧，详见平面图。四、每一施工段吊运量材料名称单 位数 量大钢模块50角钢模块38方 木立方10电梯井模组2钢 筋T15管 材T0.2竹胶板立方3碗扣式架管T20外挂架箱架箱段9渣 土立方1其 它立方2说明：模板、碗式扣架管、木料、竹胶板安装、拆除要吊运2次，其他为1次。五、安全文明施工要求5.1塔吊基础设计要符合有关技术规程要求，严格验收手续。5.2雨季施工前要做塔基周边排水、防水雨水浸泡基础造成事故。5.3塔吊安装与拆除须有执照、资质的单位施工。5.4接高顶升时，要有顶升预案，严格操作规格。5.5塔司必须持有上岗证，非塔司不准操作。5.6维护保养按规定及时进行，特别是塔臂、绳索、螺栓等。5.7按规定在禁止运行的大风、雷电气候时操作。5.8夜晚施工要有足够的现场照明。5.9信号工持证上岗，按规程科学合理指挥施工，严禁违章指挥。5.10禁止扰民时段施工，特殊情况确需施工时，需经有关部门批准。5.11负责挂勾脱勾人员安全意识要强，对每一吊次负责，起吊前必须检查闭锁到位。5.12吊运时，起吊与落地要缓、轻、稳，防止损坏成品。5.13塔臂下，禁止人员过往，防止造成人身伤害。5.14重量、力矩、升高、速度、回转限制器必须灵敏可靠。5.15楼面堆料限制有荷载为150kg/m2，并且要匀放轻放稳放，防止压、砸