轮扣式钢管架支模工程

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1、目录第一节、编制依据···············································1第二节、工程概况···············································1一、工程概况··················································1二、支模方案··················································2三、施工要求········································

2、··········4第三节、施工计划···············································5一、施工进度计划（每个施工段）·································5二、材料与设备计划············································5第四节、施工工艺技术···········································7一、工艺流程············································

3、······7二、施工方法··················································8三、检查验收··················································10第五节、施工安全保证措施······································12一、安全管理机构·············································12二、安全措施·······································

4、··········13第六节、劳动力计划············································14一、专业班组人员·············································14二、专职安全生产管理人员······································15第七节、计算书················································15第一节、编制依据1、《木结构设计规范》（GB50005-2003）2、《建筑结构荷载规

5、范》（GB50009-2001）3、《混凝土结构设计规范》（GB50010-2002）4、《钢结构设计规范》（GB50017-2003）5、《建筑施工高处作业安全技术规范》（JGJ80-91）6、《建筑施工承插型盘扣式钢管支架安全技术规范》（JGJ231-2010）7、《建筑施工模板安全技术规范》（JGJ162-2008）8、《建筑施工安全检查标准》（JGJ59-99）9、《建设工程高大模板支撑系统施工安全监督管理导则》（建质[2009]254号）10、全套施工图纸11、施工组织设计12、我司相关规定及作业指导书第二节、工程概况一、工程概况工

6、程名称：工程规模：总建筑面积为约17283㎡。其中主要建筑单体如下：（1）A区扩建厂房：框架结构1层，建筑面积为10233㎡；（2）B区扩建厂房：框架结构1层，建筑面积为6883㎡（包含地下室1层2231㎡）；（3）仓库：框架结构1层，建筑面积为167㎡；工程地址：建设单位：设计单位：监理单位：施工单位：-1-厂房、仓库简况：A区、B区厂房均为框架混凝土结构一层，层高7.5m，仓库为单层混凝土结构，层高4m，基础均采用静压预应力管桩（Φ500）基础，桩端持力层为强风化花岗岩，厂房单桩桩端承载力特征值qsa=4000kpa,仓库单桩桩端承载力特

7、征值qsa=1800kpa；A区、B区厂房框架混凝土强度等级为C30，仓库框架混凝土强度等级为C25。门窗分别采用铝合金门窗；内墙：采用白色乳胶漆；外墙采用外墙油漆；地面采用金刚砂地面。砌体工程：非承重的均采用蒸压灰砂砖，外墙为180，内墙为100。墙体采用MU10、M7.5水泥砂浆砌筑。二、支模方案本方案编制未包括高大梁支模，高大梁支模另详见高大梁支模专项论证施工方案.（一）支模区域、支模高度、支模范围内的梁截面尺寸、跨度、板厚：21）支模区域：A区厂房，搭设面积约10174m。支模高度：层高7.7m，支撑从底板标高-0.050m搭起，支模

8、高度至标高7.650m，最大跨度：4.0m，板厚：150mm。梁截面尺寸：400×1000，300×700，200×500，250×1200，400×700；梁大梁