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目录Content一、编制依据Basis of edit 1二、筒体结构滑模施工技术方案cylinder slip forming construction technical plan 1三、生料库滑模施工RAW MILL SILO SLIP FORMING CONSTRUCTION 3(一)滑模工艺设计design of slip forming technics 3(二）外筒滑模平台设计design of out cylinder slip forming platform 3（三）内筒滑模平台设计design of inner cylinder slip forming platform 7(四）油路布置disposal of oil route 10四、库壁结构滑升施工工艺SILO WALL STRUCTURE ELEVATING CONSTRUCTION TECHNICAL 11（一）滑升区段的划分elevation section division 11(二)滑模平台组装slip forming platform installation 11(三)组装顺序installation sequence错误!未定义书签。（四)组装注意重点installation attention point 12（五）一个浇灌层滑模施工工艺流程one pouring layer’s slip forming construction technical flow 13(六）始滑first slip 14(七）钢筋和钢绞线绑扎reinforcing steel bars and bars tendon colligation 14（八）预留洞reserved holes 16（九）混凝土振捣concrete vibration 17(十）滑升sliding up 18(十一）平台的偏移及扭转的测量与控制flat form excursion＆deviation measure and control 19(十二）操作平台的拆除和改装flat form back out and refit 21五、滑模模板shuttering 21六、垂直运输VERTICAL TRANSPORTATION 22七、应急措施及注意事项EMERGENCY METHOD AND NOTICED PROCEEDING 22(一)应急措施emergency method 22（二)施工注意事项construction attention items 23八、安全技术措施SAFETY REGULATION ON SITE 24一、编制依据Basis of edit 1）工程施工图；Project construction drawings 2)工程招标文件；Project public bidding document 3)工程相关的施工规范、规程及相关的质量评定标准；Project related construction criterion，regulation and related quality assess standard 4）液压滑动模板施工技术规范(GBJ113－87）；Hydraulic slip shuttering construction technology regulation 5）液压滑动模板施工安全技术规程（JGJ65－89）；Hydraulic slip shuttering construction technology and safety regulation 6）建筑机械使用安全技术规程（JGJ33－2001)。Safety and technology regulation of using construction machines二、筒体结构滑模施工技术方案Cylinder slip forming construction technical plan筒仓结构系按滑升模板工艺设计，滑升模板工艺系一次组装模板，连续浇灌成形,确保高质量地完成本工程的筒仓施工，做到内外壁圆滑无模板接痕，外壁做到清水滑模效果。Cylinder silo structure is designed according to sliding up shuttering technology。Sliding up shuttering technology is that once install the shuttering and continue pouring to form to insure the accomplishment of high quality cylinder silo construction。It can make the inner and outer wall smooth without any shuttering connection mark and make the outer wall get the effect of rinsing slip forming。1)全部用GYD－60大吨位千斤顶、Φ48×2。75钢管作滑模支承杆.All slip forming support poles will use large tonnage jack andΦ48×2。75steel tube.2)简化滑模平台，实际只设人行通道，即减轻平台荷载又方便施工。It should simplified slip forming platform.Actually just set up a walking passage,which will reduce platform load as well as keep facility of construction 3)柔性模板接缝之间夹一条海棉条，可以有效地防止板缝漏浆，同时使板缝拼接平整、圆滑，提高筒仓结构滑模的外观质量There is one piece sponge in the joint of flexible shuttering,which can effectively prevent leakage from the joint and at same time keep the joint flat，smooth to improve the appearance of the cylinder silo structure slip forming 4)滑模工程外观不好的另一主要原因是水泥浆沿筒壁流淌，为防止操作平台上水泥的流淌,在模板下口和模板间用Ф6夹海绵条吸附水泥浆,操作人员在每层及时清理海绵内的水泥浆。Another reason for slip forming appearance drawback is that grout flow along cylinder wall.In order to stop the grout from control platform,useФ6 sponge between shuttering below gob and shuttering to absorb grout.Controllers should clear up the group from sponge in each layer in time 5)出模混凝土的处理措施：对出模混凝土及时进行原浆压光和对流淌水泥浆进行铲除，在吊架上环绕筒壁设一圈Ф20铸铁管，在管上靠筒壁一侧均匀钻孔，用管道泵将水压入铸铁管，随滑模施工对筒壁混凝土进行喷淋。并派专人用清水均匀涂刷筒壁,最终达到表面圆滑、光洁、色泽基本一致的效果，同时在内外筒壁刷混凝土养护液养生.Disposal measure of out shuttering concrete：press the out shuttering concrete to smooth in time and remove the flowing grout。On the scaffolding set aФ20 cast iron tube around cylinder wall，drill equal holes on the tube next to cylinder wall，use tube pump compress water into cast iron tube，and then water can be sprayed to the concrete on cylinder wall during slip forming construction。Also special man should be arranged to brush the cylinder wall smoothly with clean water。Finally consistent effect of surface smooth,color and lustre will achieve。At the same time brush concrete maintenance liquid on inside and outside cylinder wall to maintain三、生料库滑模施工Raw meal silo slip forming construction 1．滑模工艺设计Design of slip forming technics根据图纸设计，生料库为预应力钢筋砼结构，外筒高m，内径为m，壁厚m以下为mm，以上为mm，内筒高m，内径为m，壁厚为mm，外筒每米砼量约为m3，内筒每米砼量约为m3，为保证砼的输送,在库外设一台塔吊和两台布料车进行施工。According to drawing design,raw mill silo is pre-stress bar concrete structure。Out cylinder is m high,inner diameter is m,wall is m thick,above is mm and below is mm,inner cylinder is m high，inner diameter is m，wall is mm thick.Concrete quantity per meter of out cylinder is m3,Concrete quantity per meter of inner cylinder is m3 In order to keep concrete transport,1 tower crane and 2 material trucks prepared out of the silo for construction。外筒筒壁从基础顶标高开始采用滑模施工，滑至标高10。8m处,空滑至13。6m标高，施工内筒及减压锥底板。待减压锥底板施工完毕后改装滑模平台滑至77.2m。Out cylinder wall begins slip forming construction from foundation top elevation.After slide to 10.8m elevation,slide with empty concrete to 13.6m elevation where reach the construction inner cylinder and decompress cone bottom board.After decompress cone bottom board construction finish，refit the slip forming platform and slide to 77.2m 2。外筒滑模平台设计design of out cylinder slip forming platform 1）筒壁布置提升架和千斤顶，平台构件布置见平面布置图。Set hoist frame and jack beside cylinder wall。Platform components disposal see plane disposal drawing 2)筒体平台荷载计算:Cylinder platform load calculation根据设计滑模装置的荷载参考值,模板、围圈及提升架等自重、摩阻力按模板面积计算，操作平台及吊架自重、施工荷载按平台面积计算。According to designed reference number of slip forming equipment load，deadweight，rub resistance of shuttering,pen and hoist frame,etc are calculated on shuttering acreage,while control platform，tower crane deadweight and construction load is calculated on platform acreage.S模板shuttering＝214.78㎡，S平台platform＝420。60㎡序号No。