1#楼主体模板工程作业指导书.doc

1适用范围
适用于小东门二期工程1#楼主体模板分项工程施工
2执行的文件、图纸、规程、规范
本技术交底主要根据以下资料编制
2.1小东门1#楼施工图、已发生的设计变更及图纸会审纪要；
2.2小东门1#楼工程施工组织设计；
2.3砼结构施工图平面整体表示方法制图规则和构造说明（00G101）；
2.4建筑物抗震构造详图（97G329（一）—（九））；
2.5砼结构工程施工质量验收规范（GB50204-2002）；
2.6高层建筑砼结构技术规程（JGJ3-2002）；
2.7建筑施工高处作业安全技术规范（JGJ80-91）；
2.8建筑机械使用安全技术规程（JGJ33-2001）；
2.9《程序文件》（Q/504-20301—26——2002）；
2.10《建筑安装工程施工及验收规范大全》；
2.11《建筑安装工程质量控制与检验评定手册》；
2.12《建筑分项工程施工工艺标准》；
3工程概况及工程量
本工程为全现浇剪力墙结构高层住宅。其中基础承台属于大体积混凝土，高度1.5m；地下二层层高3.66m，剪力墙厚度为300mm；其中局部（高低压配电室）层高6.06m，剪力墙厚度为400mm。地下一层层高4.8m，局部层高1.8m、2.4m、3.0m，剪力墙厚度为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