1#樓主體模板工程作業指導書.doc
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1適用范圍
適用于小東門二期工程1#樓主體模板分項工程施工
2執行的文件、圖紙、規程、規范
本技術交底主要根據以下資料編制
2.1小東門1#樓施工圖、已發生的設計變更及圖紙會審紀要；
2.2小東門1#樓工程施工組織設計；
2.3砼結構施工圖平面整體表示方法制圖規則和構造說明（00G101）；
2.4建筑物抗震構造詳圖（97G329（一）—（九））；
2.5砼結構工程施工質量驗收規范（GB50204-2002）；
2.6高層建筑砼結構技術規程（JGJ3-2002）；
2.7建筑施工高處作業安全技術規范（JGJ80-91）；
2.8建筑機械使用安全技術規程（JGJ33-2001）；
2.9《程序文件》（Q/504-20301—26——2002）；
2.10《建筑安裝工程施工及驗收規范大全》；
2.11《建筑安裝工程質量控制與檢驗評定手冊》；
2.12《建筑分項工程施工工藝標準》；
3工程概況及工程量
本工程為全現澆剪力墻結構高層住宅。其中基礎承臺屬于大體積混凝土，高度1.5m；地下二層層高3.66m，剪力墻厚度為300mm；其中局部（高低壓配電室）層高6.06m，剪力墻厚度為400mm。地下一層層高4.8m，局部層高1.8m、2.4m、3.0m，剪力墻厚度為300mm，零
1 Scope
Phase II for small 1 # F, East Gate of the main template sub-project construction
2 implementation of the documents, drawings, procedures, norms
The technical disclosure information compiled based mainly on the following
2.1 Construction of Small East Gate 1 # floor plans, design changes have occurred and drawings reviewing the minutes;
2.2 Small East Gate 1 # Building construction organization design;
Figure 2.3 Construction of concrete structures, said method of mapping the whole plane of rules and structure description (00G101);
2.4 Building seismic design detailing (97G329 (a) - (9));
2.5 Concrete Structural Engineering Construction Quality Acceptance (GB50204-2002);
2.6 Technical specification for concrete structures with high-rise buildings (JGJ3-2002);
2.7 Construction work at heights safety specifications (JGJ80-91);
2.8 Construction machinery and safety technology (JGJ33-2001);
2.9 "Program Files" (Q/504-20301-26--2002);
2.10 "construction and installation construction and acceptance Filmography";
2.11 "Construction and Installation Quality Control and Inspection and Evaluation Manual";
2.12 "Building Construction Technology sub-standard";
3 Project Overview and Quantity
This works for the whole place shear wall high-rise residential. The basis of which are massive concrete cap, high 1.5m; underground two-story-story 3.66m, wall thickness of 300mm; which local (high-low voltage power distribution room) storey 6.06m, wall thickness of 400mm. Basement storey 4.8m, the local-storey 1.8m, 2.4m, 3.0m, wall thickness of 300mm, zero