1、目 錄 Content一、編制依據Basis of edit錯誤!未定義書簽。二、筒體結構滑模施工技術方案 cylinder slip forming construction technical plan錯誤!未定義書簽。三、生料庫滑模施工RAW MILL SILO SLIP FORMINGCONSTRUCTION錯誤!未定義書簽。（一）滑模工藝設計design of slip forming technics錯誤!未定義書簽。（二）夕卜筒滑模平臺設計 design of out cylinder slip forming platform錯誤!未定義書簽。（三）內筒滑模平臺設計 desig

2、n of inner cylinder slip formingplatform錯誤!未定義書簽。（四）油路布置disposal of oil route錯誤!未定義書簽。四、庫壁結構滑升施工工藝SILO WALL STRUCTURE ELEVATINGCONSTRUCTION TECHNICAL錯誤!未定義書簽。（一）滑升區段的劃分elevation section division .錯誤!未定義書簽。（二）滑模平臺組裝 slip forming platform installation.錯誤!未定義書 簽。（三） 組裝順序installation sequence錯誤!未定義書簽。（四

3、）組裝注意重點installation attention point 錯誤!未定義書簽。（五）一個澆灌層滑模施工工藝流程one pouring layers slip formingconstruction technical flow錯誤!未定義書簽。（六） 始滑first slip錯誤!未定義書簽。（七）鋼筋和鋼絞線綁扎 reinforcing steel bars and bars tendoncolligation錯誤!未定義書簽。（八） 預留洞reserved holes錯誤!未定義書簽。（九） 混）疑土振搗concrete vibration錯誤!未定義書簽。（十）滑升slidi

4、ng up錯誤!未定義書簽。（十一）平臺的偏移及扭轉的測量與控制flat form excursion &deviation measure and control錯誤!未定義書簽。（十二）操作平臺的拆除和改裝flat form back out and refit錯誤!未定 義書簽。五、滑模模板shuttering錯誤!未定義書簽。六、垂直運輸VERTICAL TRANSPORTATION.錯誤!未定義書簽。七、應急措施及注意事項EMERGENCY METHOD AND NOTICEDPROCEEDING錯誤!未定義書簽。（一） 應急措施emergency method錯誤!未定義書簽。（二

5、）施工注意事項construction attention items.錯誤!未定義書簽。八、安全技術措施SAFETY REGULATION ON SITE.錯誤!未定義書 簽。一、編制依據 Basis of edit1）工程施工圖;Project construction drawings2）工程招標文件;Project public bidding document3）工程相關的施工規范、規程及相關的質量評定標準；Project relatedconstruction criterion, regulation and related quality assess standard4）液壓

6、滑動模板施工技術規范（GBJ113-87） ; Hydraulic slip shutteringconstruction technology regulation5）液壓滑動模板施工安全技術規程（JGJ65 - 89） ; Hydraulic slipshuttering construction technology and safety regulation6）建筑機械使用安全技術規程（JGJ33 - ）。Safety and technologyregulation of using construction machines二、筒體結構滑模施工技術方案Cylinder slip f

7、orming construction technical plan筒倉結構系按滑升模板工藝設計，滑升模板工藝系一次組裝模板，連 續澆灌成形，確保高質量地完成本工程的筒倉施工，做到內外壁圓滑 無模板接痕，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 ins

8、ure 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大噸位千斤頂、48x2.75鋼管作滑模支承桿。All slip forming support poles will use large tonna

9、ge jack and 48x2.75steel tube.2）簡化滑模平臺，實際只設人行通道，即減輕平臺荷載又方便施工。It should simplified slip forming platform. Actually just set up a walking passage, which will reduce platform load as well as keep facility of construction3）柔性模板接縫之間夾一條海棉條，能夠有效地防止板縫漏漿，同時 使板縫拼接平整、圓滑，提高筒倉結構滑模的外觀質量There is one piece sponge i

10、n 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 forming4）滑模工程外觀不好的另一主要原因是水泥漿沿筒壁流淌，為防止操 作平臺上水泥的流淌，在模板下口和模板間用6夾海綿條吸附水 泥漿，操作人員在每層及時清理海綿內的水泥漿。Another reason

11、 for slip forming appearance drawback is that grout flow along cylinder wall. In order to stop the grout from control platform， use 6 sponge between shuttering below gob and shuttering to absorb grout. Controllers should clear up the group from sponge in each layer in time5）出模混凝土的處理措施：對出模混）疑土及時進行原漿壓

12、光和對流淌 水泥漿進行鏟除，在吊架上環繞筒壁設一圈020鑄鐵管，在管上靠 筒壁一側均勻鉆孔，用管道泵將水壓入鑄鐵管，隨滑模施工對筒壁 混）疑土進行噴淋。并派專人用清水均勻涂刷筒壁,最終達到表面圓 滑、光潔、色澤基本一致的效果,同時在內外筒壁刷混凝土養護 液養生。Disposal measure of out shuttering concrete: press the out shuttering concrete to smooth in time and remove the flowing grout. On the scaffolding set a 020 cast iro n tu

13、be 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 wit

14、h 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、生料庫滑模施工 Raw meal silo slip forming construction1 .滑模工藝設計 Design of slip forming technics根據圖紙設計，生料庫為預應力鋼筋砼結構，外筒

15、高m,內徑 為 m,壁厚m以下為mm,以上為_ mm,內筒高m,內徑 為_ m,壁厚為_ mm,外筒每米砼量約為m3,內筒每米砼量約為 m3,為保證砼的輸送，在庫外設一臺塔吊和兩臺布料車進行施工。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, inne

16、r 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.外筒筒壁從基礎頂標高開始采用滑模施工，滑至標高10.8m處，空滑至 13.6m標高，施工內

17、筒及減壓錐底板。待減壓錐底板施工完畢后改裝滑 模平臺滑至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

18、board construction finish, refit the slip forming platform and slide to 77.2m2.外筒滑模平臺設計design of out cylinder slip forming platform1）筒壁布置提升架和千斤頂，平臺構件布置見平面布置圖。Set hoist frame and jack beside cylinder wall. Platform components disposal see plane disposal drawing2）筒體平臺荷載計算:Cylinder platform load calcul

19、ation根據設計滑模裝置的荷載參考值，模板、圍圈及提升架等自重、摩阻 力按模板面積計算，操作平臺及吊架自重、施工荷載按平臺面積計算。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 mS 平臺岫燼=42.6O 誼序號No.何載名稱load name何載值（KN） load number1內外平臺及吊架自重insideand outside platform and tower crane deadweight1.0 x420.6=420.62模板、圍圈及提升架自重shuttering, pen and hois